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HomeMy WebLinkAboutMiscellaneous Plans 2005-2-15 ~ . -' 1\ CITY OF SPRINGFIELD Development Services Department Building Safety Division .""'.... Residential Plan Review JOB ADDRESS: 1444 Wimbeldon CITYJOB#:C200501180 OWNER: Kevin Zerby PHONE: 763-1972 CONTRACTOR: Aluma-Werx PHONE: 461-1500 Items listed below (if any) and those marked in red directly on the approved permit documents are incorporated into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items". A corresponding number is marked on your plans for any items listed below where applicable. All references are to the 2000 Oregon State One and Two Family Dwelling Specialty Code, (1998 International One and Two Family Dwelling Code as amended by the State of Oregon unless noted otherwise. A copy of this code may be obtained from the Building Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 Your signature on the Building Permit is an agreement that all items will be installed or corrected, and that all work on this project will comply with applicable codes. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. PLANS REVIEWED BY: Bob Barnhart PHONE: 726-4652 - - NO PLAN REVIEW COMMENTS ;U/5UI V/~/CJN :. CAMPBELL D.Le NO. 59 t RANGE 3 WES-r WILLAMETTE MERIDIAN LANE COUNT~ 'OR' ($76.64'J I 0, , , . ) 576.64' I I '0.00' r'I,' 8'.50' 'I . I) 12'.50' L'~5'PU8L1CUTlLlTY .1'1 . 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N. 6"1 .~. ,;. 4"J'-"w ("Lit "'i.'~"; w;..S5.z" 833' . . '~", . ~"9. , 'Ii.' ... " ., 800 1.02 AC_ j t>,'b -; V! L, ';> . or, ~ ;~ It:S,az..'A'OI!i.-€ f~n.I"" , 834 '1"=100' v e, ~I Mop 17 03 iii w. t'/ ~ EI ill ..$1' Ii".. ., R./J..r". E. C~m",1/ O.L,'. 5!Jr" t ~ . L , ~ " ~ ~I ~ 27 3 3 ;1 '" '~ QO.O - ue:f... "',,~;':tu 827 " . . ;, :! \' " '" . . ,0' a ~ .....D ~.. ;f ..' ....,. 600 . . . Ari1erimax Buildinll Products.Patio Cover. CarpOrt and Commercial Structure Enllineerinll SECTION OESCRIPTION GENE~ NOTES' <'. SOLlDPANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS ~. . . ." '. . "... . . . 1,0 STRUCTURAL PANEL AND RAFTER SPANS FOR COMMERCIAL, PATIO AND LATTICE STRUCTURES IN HIGH AND NORMAL WIND AREAS NORMAL WIND AREAS 2,0 POST SPACIN\3S FOR LATTICE PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING ALUMINUM HEA(j)ERS IN NORMAL WIND AREAS .- . '.' . ."' . ! . . . 5,0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I BEAMS IN NORMAL WIND AREAS 4,0 POST SPACINGS FOR PATIO AND COMMERCIAL COvERS USING STEEL HEADER~ IN NORMAL WIND AREAS HIGH WIND AREAS 6,0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS 7,0 POST SPACINGS FOR PATIO /''>/0 COMMERCIAL COVERS. USING ALUMINUM HEADERS IN HIGH WiND AREAS 8,0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN HIGH WIND AREAS 2 PAGES 32-33 OF 34 9,0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING I BEAMS IN HIGH WIND AREAS .- ":i..'-<. ~" " CD01-2003 CfJ02C2003 CD03-2003 CD04-2003. CD05-2003 CD06-2003 CD07 -2003 CD08-2003 CD09-2003 COMPONENT PARTS AND CONNECTION DETAILS 1 PAGE. 34 OF 34 10,0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 3 PAGES LT01-2003 COMPONENT PARTS AND CONNECTION DETAILS FOR \,ATTICE. STRUCTURES L T02c2003 L T03-200::! 4 PAGES NP01.-2003 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS NP02-2003 NP03-2003 NP04-2003 .j" 9 PAGES IEXci!;i\:!ON DATE: 12/31/ 0 ( '-, February 15, 2005 -=-- . . ~ . GENERAL NOTES 1. DESIGN IN ACCORDANCE WllH lHE' 2003 INTERNATIONAL BUILDING CODE . . 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE' 2000 EDmONOF ALUMINUM . ASSOCIATION'S SPECIFlCATlONS' AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE 2000 AND 2003. --- ---- -- - , --~-- ---- -. -- 3. DESIGN LOADINGS: 10 POUNDS PER SQUARE FOOT, (2003'IB(; APPENDIX I ONLY 20' POUNDS PER SQUARE FOOT 25 POUNDS PER SQUARE FOOT 30 POUNDS PER SQUARE FOOT 40 POUNDS PER SQUARE FOOT 60 POUNDS PER SQUARE FOOT WIND LOAo: FOR O.5/t2 > SLOPE < 2/12 LNELOAD: NOTE: WIND SPEEDS IN THE 2003 IBC ARE "3 SECOND GUST WIND SPEED." WIND SPEEDS IN 1997 UBC ARE' "FASTEST MILE WIND SPEED" THE' FOLLOWING CHART SHOWS lHE DIFFERENCE. EXPOSURE ClASsifiCATIONS ARE THE SAME, 2000 IBC: 90 mph 110 mph 130 mph .150 mph 1997'UBC: 75. mph '90 mph. 110 mph' 130 mph NOTE: . EXPOSURE B: URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH. NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE-FAMILY DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS 'lHE SITE MEET . THE DEFlNITION OF ANOTHER lYPE EXPOSURE. . ." EXPOSURE C: OPEN TERRAIN WllH SCAlTERED OBSTRUCTIONS. INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHlS GENERALlY LESS. THAN 30 FEET (9144 'MM) EXTENDING MORE THAN 1.500 FEET (457.2 M) FROM THE BUILDING SITE IN foN'( .QUADRANT THIS EXPOSURE SHALL ALSO' APpLY TO foN'( BUILDING LOCATED WITHIN EXPOSURE B lYPE TERRAIN . . WHERE. lHE BUILDING IS DIRECll.Y ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN . ANY' QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 Mt THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSlANDS AND SHORELINES IN HURRICANE-PRONE REGIONS..' '. ~ " ~ . ~ -~-"= '. . \ I I , I I I - . . -'. ~~~-e-nmax. S20~ TENNYSON. PARKWAY t!i!! fUll SUIT[ 100 . . . . IlUILDING PRooucrs, INe.. PIANO, TDCAS75024' . . . ,.. (E) PIRATION DATE: 12131,f)V . ENGINEERS STAMP ......IfT:CMP ~ DRAWING NONE il:..fART GENERAL NOTES . 1Wt: -~ll\I. . 2/15/2oo5.~JAn' GNOl-2003 I SliE~1 , OF 2 .f,ENERAL NOTES: (CONTINUED FROM SHEET NO.1) 4, CONCRETE MIX:' Fc=2S00, 3000, 3S00 PSI FOR 28 DAYS 'IN . NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2,2 OF THE 2003 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 7S0# OR LESS, CONCRETE SHALL BE A MINIMUM OF 3.S INCHES THICK AND NO CRACKS WITHIN 2'",,6" OF POSTS, posts SHALL BE SET BACK A MINIMUM OF . 4 INCHES FROM EDGE OF SLAB, IS. ATTACHEDS~RUCriJRESMAY BE ENCLOSED VITH INSECT SCREENING 16. ROOF PANELS AND LATTICE ARE ClASS "e" FIRE RATED 17, STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 18, WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I--'A SECTION 6.6.1 19. VHEN ATTACHED TO A VOODENDECK, THE MAXIMUM DEAD LOAD + LIVE' LOAD FROM THE PATIO COVER IS 7S0LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FbR ATTACHING TO A CONCRETE SLAB, THE MAXIMUM CONNECTION UPLIFT LOAD Is 9S0LBS FOR 90MPH VIND SPEED. UPLIFT LOADS FOR 70MPH IS 614LBS RESI?ECTIVEL Y. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12FT. THE EXISTING DECK STRUCTURE MUST BE ADEOUA TE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS IS BEYOND THE SCOPE. OF THIS REPORT. S, FOOTINGS HAVE: BEEN DESIGNED FOR CLASS S SOIL MINIMUM SOIL BEARING MINIMUM PRESSURE OF IS00 POUNDS PER SQUARE FOOT, STRUCTURES SUPPORTED BY FLAGPOLE TYPE POSTS ARE NOT ADVERSELY AFFECTED . BY A 1/2.INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE . STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH, . SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL . 6, 20 PSF AND HIGHER L1VELOAD STRUCTURES MAY BE USED FOR PARKING' OF MOTOR VEHICLES PER LOCAL BUILDING CODES, . 7, FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER, 8, STEEL BOLTS SHALL BE ASH1 A-307 AND HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 9, ALTERNATE ALU'MINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED, 10. STEEL FASTENERS. SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS, '1;.' EMBEDDED POSTSLJRFAcES.SHALL BE CLEAN AND FREE FROM OILY SURFACES. 12. HEADER SPLICES SHALL' NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS 0, U, AND X) MAY BE LOCATED ANYWHERE. 13. ONE HORIZONTAL DIMENSION <VlDTH OR LENGTH) IS LIMITED TO 3D' FOR ATTACHED STRUCTURES. 14. ALL SELF PIERCING AND SELF TAPPING SCREVS MUST COMPLY TO ICBO EVALUATION SERVICE. ER-S6I7, ER-4780, ER-5454 OR EQUIVALENT. GENERAL NOTES FOR LATTICE STRUCTURES; (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS SC02-2003 AND ~TOI-2003 THRU LT03-2003.) . 1, :EE GEN . ~[E;';i~~~ECTION .4 FOR L1VELOAD ANO :'INDO;~~DS ~E ~T~US~~~~~ ~~~(\OTBE ENCLOSED. \ \ / "p~GON C)) I , - -,-,~. .....{\')......._~ '" ''',',.'' .{- ;;<-/ t.:>..""""- \. ,- ~':;'''''''' I,,) :5JP ~\ .-.....: ", t n:-;; '" \ .'il. . U ~I . Amerin:t.ax 5208 TENNYSON PARKWAY . BUlIDINGPROOUCI8,INC. =O.'~ 75024 'JMlrN tn: _ . CMP ~. .~. @0RATIONDATE: 12131/__ ENGINEERS STAMP LJr<P.WUIll"i OR PART NONE NAlIE lWt..: :JRAWlNG ,5/2/2005 I~MW GENERAL NOTES GN02 - 2003 I~I ., "I:'''' I rASCIA HEADER NSTAlL COLUMN VERTICAl .~ ~ ~ '< ~ 8 ~ >: , , ~ ~ , --~~ ( _0Pll"""'- J 1/2. it[ .' - ~ ....... CONCRETf SUB . "'--"d.~ SEE NOTE , " d I __ ~ SHEET GN02-200J. t:~+L.-SEE SCHEDULE FOR . l:-4 FOOnNG SIZE. SN:I F SPAN ATTACHFD STRIr.n.Rf PRO./rcnoN . WIN. stOPE' 0.50" o FASCIA '. ".~ . . SEE SCl@U" -' lOIG1H ~>f<\fS. PROJECl\ON _ ,- _,,",,, 75" Of r.o-.... ' ,,(IN.~''' ~ LENGTH ~,..fS Of pROJECI\OH 0 . '11\", LENG1H 75:' ...... LENG"llI "JOINT ~ ~ scHUlULE ~ p~ . '."Of ,0 5\1 f MQ, . "j = T ';~ffiER~I_rrPANa lfllIr; SEE SCIEllUU: rOR POSTS. All. POSTS TO BE . INSl,IUfD VERTlCAU.Y. IMY HAVE UORE THAN 2 POSTS (I'ER 1I/1IRIlDlIAl[ BfNoI), e:, 1/2~ DRAIN PRO\/lDE , 1/ DRAIN -r I ND ~",{:lA ,;,. '"""" . , , ~ 'X , " , '" , r , , , , ~ . 3 1 /2~ CONe. SLAB-SEt NOTE , . ON SHEET GN02-200J. --:-; SEE SCHEDUlE FOR FOOTING SIZE !< '" OJ >: ,,;: str.If SPAN AlTMHn CANTlMRfD srRI.J:1lR: O~ JOX OF COlUMN SPAaNG SCHEIXJlI: fOR POSTS. All. POSTS 10 BE 1HST,IUfD VERTlCAU.Y, IMY HAVE UORE THAN 2 POSTS. 3 1/2" ......."""1' SlAB. SEE SCHEDULES LENGTH VARIES, I ... ~r: ~AN rlmSrANOlNG STRlJCTURf -J~ ~ ~ PANEL' MAY OVERHANG 307- OF CLEARSPA,. MAXIMUM FOR POST SIZE SEE POST SCHEDULES- =!:":;~:L "Z - ~ 1 PANEl " 1", ~~~-, ; ~~Jrij; ',:: ;;:~'~~: .~ SCHEDU~ - ~ L:PIxE. ,3'/T"''1i'lt:(R -LJ.IlR rOOTING SI2E. ~V""'ES PROVIDE 1 1/2" DRAIN d. OPT, 3 1/2" CONe SlAB, " SEE NOTE /I 4 ON SHEET GNO~-2003, . . . .' I(lJlTlS1'AN A1T!CHED'tNmlNlllD STR1.CT1M TYP. I rwc:m v....rs. c;n:~' ...-~':'.$- ..,- ".-,\- 11:-" lAASQA j ~ =:~TE. YERT1CAU~ ! ::o..lI -~ 1 1/2- COYER "U" "'" PG5T SPACING ... 7 "'0 rASCIA \"...-. ~ % li::'; DATE: 12/31/ ~ " 'Amerimax , BlJIUl[NG PROn\JCI'S,INc. 'do "T:CMP """"" " llIWN . ~fU<\!~H;'1 5208 TENNYSON PAA1<!NAY SUrTE 100 PLANO. TEXAS 75024 ENGINEERS STAMP UKAWING NONE OR PART NAME 2/~ 5/2005 :r..m'" saUD PANEL STRUCTURAL CONFIGURATIONS SCOl-200J I SHEil' 1 OF ~ U\T'T/CE llVERHANG 36"HAJ(. .' 24' MAX F'OR 30 PSF SNOV l.lJAD DR HIGHER 3'XO" ALUH HEADER 3'XO" STEEL C DOUBLE: ALUH HEADER MAXIM.... . RAFTER DVrRHANG IS 30% or CLEARSPAN LA TT/CE OVERHANG 36' . HAX ~. 24' MAX FDR30 . PSF SNOV LOAD DR HIGHER 1111) TlSPAN fflfrnANlllNG .LATI1CF <mI1 mRE .wt RAFTER SPAN (ClENl SPAN) iWo OR UORE SPANS "X61/2aORJ.XB.Al.lAt.~ -. J'"x 8.x 12. 1. or 16 CiA.. STEEL -C- BfAM fOR BEAt.f WRAP DOAlL. DETAIL 'LIS'. ~.~f'<;PM! ~lTWlm ~ STRtJCTIJ'lE so@UU:>' ~'" ,,~, :"PROJE~ FASCIA L(HG'" 15" ; IIIN. "~-- 0- - . -' .~~ HEADER MAX. COVER PANEL OIIERHANC 3s'l9.c~ r--.~ / / / ; -~ ~ X / , / , <=::::..: ~. 3 1/2. CONe. SlAB-SEE . NOTE I -4:. ON. SHEET GN02-2003. 2" X 6 1/2~. OR AlUM, RAFTERS . RAnER TAILS LATTICE: SEE OET AIL l3 PROVIDE 1 1/ IlAAlN 'd SEE SCHEDULE FOR FOOll~G SIZE' .. SINr.If ~ ATUIl'VTl CUTIIMRm ~rnM . - . It It -T....-l-T~, It It It --- J.T\{ , / / / / / / / / / ; \ "", r- \ . J ____ . -'r'5.=GON "', ,~, ~- - ~ \. ," ,-...., - ~C",; '0 '. _ .....". ",.- .~ , .' '-'._" -N- "~. ,~".f . ,.:), '''\' - .........:..... :;.: j"'..J ._---_.~-- ~Amerimax . . '. no ."'~ - BlBUJINGPRODUcrs,INC. :;~;;-ir.,~!O;i GATE 1'2/31/_..-i-NIlT:C"P' _/.t ..... M '---'---"-- >U\U: Ul<AW'"" ALUMAWOOO STRUCTURAl NONE ~tART CON~GURAnONS "'t: 1W,\'!'!1li- .2/15/2005 ~1I'e'i!'~' T....- -T.... T'III--1\1 O'HANG--l '- , . OVERHANG ,! '. 5208 TENNYSON PARKWAY SUITE 100 . PIANO, TD<AS 75024 , FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIRllTARY IJ.lnT'" (TV) DIAGRAM ENGINEERS STAMP SC02-2003 I Still,' OF 1 I,;ji 1,0 STRUCTURAl PANEL AND RAFTER SPANS FOR COMMERCIAl. PATIO AND LATTICE STRUCTURES IN HIGH AND NORMAL WIND AREAS SOUD PANELS Slngk! Span Tables (OVemang Allowec:l) LATTICE 0.02<4"x2"x6.625" RAFTER (Si~le Span) . L.iYe Rafter~ Wind Speed and" Elqxlsure Load ~cin Exposure B Exposure C (eo 90 130 00 130 10 24-oIe 10'-3-. 10'.-3" 10'.3"' 10'-3'" 2CToIe 12'-41- 12'-41" 12'..... 12'-41" 16"oIc 15'-3'" 15'-3" 15'-3" 15'-3" 12"oIc 19-9" 19'q 19'-9" 17-3"' 20 2<4" ole 5'-2'" 5'-? 5'-? 5'.2" 2f1'-.oIe ~6' -3"-' :=(f.:s''' 'ff -3" ~ 6'-3" 16"ok T.rr TQ' 7.fF' T.rr 12"oIc 10'-3" 10'-3" 10'-3" 10'-3"' 25 24=OiC 7iF 71"r "Z'1"r' -:r:1F 2f1'ok S_11M 5'-11~ S-11" 5'-11" 16"oIc T-5" r..s- T$ T-S" 12"oIe g.10" g-10" 9'-10" g-10" 3Oi?'dC~""'4':r=-""'4':r=-"'7."-F 2f1'oIe 4'.11" 4'-11- 4'.11~ 4'.11~ 16"oIc fJ'.Z" fJ'.2" fJ'.2" fJ'.2" 12"o/c 6'.2" ff.T t!/-'Z' 6'-2" <40 24-oIe 3'.1- 3'-1- 3'-1- 3'-1- 2f1'oIc 3'-8- 3'-6- 3'-8" 3'-8" 16"oIe 4'-6- 4'-8" 4'-8" 4'-8" 12'"oIe 6'.2'" 6'.2" S'-2" 6'.2" 6i) '2:FQTc Z.l" 2'.1" z::r:- ~ 20"oIe 2'-fY' 2'4!i 2'-6" 2'-6" 16"oIc 3'.1- 3'-1~ 3'_lM 3'-1- 12"ofe 4'-1- 4'.1- <4'.1- 4'.1M ------rAB'i:E'T.9 SIngle Span Tables (Overhang Allowed) 0.042" '3"dr'RAFTER 0.032"x2"xe.625'" RAFTER (Single Span) Live Ka1tef Wind Speed and Exposure LIve Kaner Wlnd:;ipeet. and t:xpOs.tJre load Spacing Exposure B' Exposure C load Spacin! Exposure B Exposure C JE2.. :.....- 90 130 90 130 (ost) 90 130 90 130 .10 36"OIe ltf-8~1 ltj'-8-. ~tf.a" ltf-6~ .1U :.14~oIC V-ll1' 1/'-10" 1/'-111" 1/'-11.1" Y:J'oIe 18'-3"' 18'-3- 18'-3~ 16'-3" 2O"oIc H74!i 19'4!i 19'-6" 19'-2" 24-oIe 20'.~ 20'-3- '1!J-3" 2fJ-3" 16"oIe 21'-9'" 21'-9'" 21'-9" 2O'.(j' 16"ofe 24'-6" 24'-6" 24'-6" 24'-6" lToIe 24'.11' 24'-6" 24'.11" 22'-41- 2U 3fS'"oIC n'.11. 11-~1l" 11'-11- 11'_11; ;lU :.14-OIe lL-::t.. lL-o- lL.:>n 12'-::t- Y:J'oJc 13'-0" 13'q 13'-0'" 13'-0'" 2f1'oIe 13'.10" 13'-10" 13'-10" 13'.10" 24-oIc 14'-6" 14'-6" 14'-6" 14'.6" 16"oIc 14'.11" 14'-11. 14'-11" 14'.11" 16"oIc IT-6'' IT-8~ IT-8'' IT-8'' 12"oIe 16'-4" 16'-4" 16'-41" 16'-4" "''''is 3iFQilC 1'1'::'F ~ l1'.r 1r-F l::l :.14-0/c 11'.1& w:;cr ~ ~ 3f1"oIe 17-8" 1Z~" 12'-8" 12'-8" NoIe 13'-7"' 13'.7"' 13'.7"' 13'., 24~ ole 14'.2" 14'.2" 14'.2" 14'-2'" 16" ole .14'-8" .14'-8'" 14'-8" 14:-8" 16"oIe 17-3" 17-3" IT-3'' IT-3'' 12'"Ok 16'_1M 16'-1- 16'.1M 16'.1- 30 ::ltf'Ofe 1(1-'- 1l1~7~ lr1d':: ~ 30._ ~ 9'.11M 9'-11-- 11-11. V-lr 3fJ'oIe 11'-7"' 11'., 11'-T '11'-T NoIe 11'.10" 11'.10" 11'-10" 11'-10" 24"o/c 13'4:/" 13'q 13'..()" 13'q 16"oIe 13'.10" 13'-10" 13'-10" 13'-1 16"oIe 15'.10" lS'.1(r 15'.10" 15'.10" 12"oIe 15'-2" 15'.2" 15'.2" lS , """'40'" 36="QiC""lr:r ""i7-T -v:r- "'V:z:- 4U :.14-OIe r:rF 7'.5M T-5M 'M Y:J'oIc 10'-1~ 10'.1" 10'-1" 10'-1" NoIe t!/.11" 8'.1'- 8'-11" 1Ft 24"oIe 11'-3" 11'-3" 11'-3- 11'-3" 16"oIe 11'_lM 11'_1M 11'.1" 16"oIe 13'-9" 13'~ 13'.V 13'-9" 12'"oIe 13'.10" 13'-10" 13'.10" 13'.10" ""1ir~""TF"~~-w:a::- ""6O~7W'<4'.'1".~~ 3t:I'oIe T-1'" T.1'" 7'.T T., 2O"0Ic 5'.11" 5'-11" 5'.11~ '-11 24M ole 9'-3" g-3" 9'-3" g-3" 16"ofc T-5' .T-5" T--5~ -5" 16"oIe 11'-3"' 11'-3" 11'-3'" 11'-3" 12"oIe 9'-11- 9'.11" 9'-11" 9' 1- TA il:n:8 - -- TAE 1. RAFTER SPACl lG MAY BE DOUBlED IF DOUBLE RAFTER MAXIMUM RAFTER SPACING IS 60" OIC, Single Span Tables COVemang Allowed) LATTICE O.04O"x2"'xfI,625" RAFTER ~~lo S,Enl. lIVe Rafter Wind Speed and Exposure Load Spacinj Exposure B Ex:powre C (~ 'SO 130 90 1~ 10 24-o/c 20'.10" 20'-10" 20'.10" 20'.1(1' 2fToIc ZZ-fr LZ~ LZ.v 'ZZ.fr 16"oIc 25'-41- 25'-41" 25'-41" 24'-11" 12'" ole '19-0" 2Ilq 2S14:/" 2T-4I" 20 24"oIc 14'4:/" 14'4:/" 14'Q 14'-0'" 2f1'oIe 14'.11~ 14'-11' 14'-11"14'~11. 16"oIc 16'4:/" 16'-0" 16'-0" 16'-0'" 12"oIc IT.1'' 17.1'" 17'-7" 11'-T" 2524="i1C~~13'-1tTl3".'0" 2f1'ale 14'-8'" 14'-8" 14'-8" 14'-8" 16"oIc 15'-9'"' 15'-9" 15'.9" 15'-9" 12"oIe IT-4I'' IT-4I'' IT-4''' IT-4- 3iJ ~ "1"3':a: 1'3"Q ~ ~ 2O"oIc 13'.10" 13'.10" 13'.10" 13'-10" 16"oIe 14'.10" 14'-10" 14'-10" 14'.10" 12"oIe 16'-41" 16'-4" 16'-41- 16'-41" ""70 2<FOTc ~ ~ ~ ~ 2O"oIc 12'-7" 12'.7" 12'-7" 12'-, l(f'oIe 13'-6" 13'.6" 13'-6" .13'.6" 12'" ole 14'.10" 14'.10" 14'.10" 14'.10" 60 2FOTc g::s::- ""'fT-F --g::'F" g::s:- 2O"oIe 10'-4- 10'-4" 10'-41" 10'.4" 16"oIe 11'-6" 11'-6" 11'.:e' 11'-6" 1701e 13'-0" 13'-0" 13'-0" 13'-0" ~ E:i1'i . Single Span Tables (OVerhang Allowed) 0.04Z'x3"x6" RAFTER ~n~le Span) Live t(aner WInd ~peea a Id Exposure load 5paeiTl! Exposure B Exposure C (PSt) 00 130 00 130 ""'"'1"0 JtSn Ole 2"-4~ 1 ~,.~- :.1,.-4- ~-d"':: 3ff'oIc 23'-4- 23'-41- 23'-4- 21'.,,- 24'"oIe 26'.2" 25'.10" 2S-2" 23'.1" 16"o/e 31'.1'" 29'-6" 31'.7" 26'-9'"' 20 ::ltf' Ole 1:>'.;:r 1:>'.3- 1~'~ 1:>'.;:r Y:J'oIc 16'.1'" 16'., 16'-7" 16'., 24-oIc IT-10'' 17'-10" IT-10'' 1T-10" 16"oIc 2O'-4M 20'-41" 20'-41" 20'-41" "25 'J6="'OiC 14'.10" ~ 14'-1l1' 14'-1~ 'J(/"oIe 16'.3" 16'-3- 16'-3" 16'-3" ~ '~I1' ~;. ~; b .~. ~ , ri~ 'z...r .", ~ -t4i-1<< .t4~~.,d' 14'.10" ~ ' '1&!t':, ,.,i"';'-"6'1' 7'- 1 ole 18'.11" 18'- l' 16''l;11~ 18\11' 36"oIe "'17T ~ "1r.lf"' "11'?'" ",y.,j;; 58( /11~ 11'"", 11'.S" 24Mo/e 14'.2" 14'.2'" 14'.2"j ~ 16MoIc 17'.2" 17.1" IT-7' 17.2" 6Q'" 36='OiC ~ ~ ~ e::F' 3O"oIe T_, T.'" T.'/~ '~24-oIc 9'-6" 9'-6" g-6j: g.fr l~C .fI'~l~ 14'-.2" 14'.2" ~t./I c) ,,;;;m :rr.i2 ~~t!2,15P\~~i. ' 'I. (vI_ Plli~' LAmeE 0.024"x2"lc6.625" RAFTER l.Ne Rafter. WltId Speed and Exposure Load Spacing Exposure B Exposure C .(~.t) go 130 00 130 10 24-oIc 10'-3'" 1(7-3'" 10'-3" 10'-3" 2f1"oIe ,,'-8" 11'-8'" 11'-8" ".-8" 16"oICi 12'.11' 17.11-'2'.,1.,2'-,1' 12"oIe 14'-11' 14'.11' 14'-11' 14'.11' 20 ~ s::F""'W 5'-2" 5'-2" 2f1" ole. 6'-3':-, ~6'-3"-, -6'-3"_, "6'-3"-, 16"oIe T-9" T-9" 7-V T~ 12"oIe 10'-3'" 10'-3" 10'-3" 10'-3'" 25 "2.F'OiC 'Z'1"F ~ 4'-11- 4'-11. Yale .5'-11- 5'.11" 5'-11- S-11- 1l3"oIe 1'-5" T-5" T-S' T.S- lToIe 9'-10" 9'-10" 9'.10" g-10" 30~7F"""'4-V""7-::j="""'4':r=- 2f1'oIe 4'.11" 4'-11- 4'_11M <4'_llM 16"oIc 6'-2" 6'.7' f$-2" '6-Z' 12"'o/e 8'.7' 6'.2" 8'.2" 8'-'Z' ""'40" '2.FOiC 3=V ~ ~ 3=:F'" 2f1'oIe 3'-8" 3'-8- 3'~M 3'-8" 1e-oIe 4'-8'" 4'.8" 4'-8" 4'-8M 12"oIe 6'.2'" 6'.2" 6'-2" 6'-1" "1iO '2.FOiC 2'.1- ""ZV z::r:"' z:r:- 2O"ale 2'-6" 7$ 2'-6" Z.fj' 16"oIe 3'.1" 3'.1~ 3'-1" 3'-1- 12'" ole 4'_lM 4'_lM 4'-'- 4'.1~ TA :rET5 LAmCE 0.040"x2"k6.6T" RAFTER Uve Rafter Wind Speed and Exposure load Spaci~ Exposure B Exposure C (DSf) 00 130 90 130 10 24~oIc 11'.10" 17'-10" 11'-10' 17'-10" Yole" 19'.5" 19'-5" 19'--5~ 19'-5" 16"oIc 21'.7" 21'.7" 21'-1'" '21'.7"' 1ToIe 24'.fF' 24'-9" 24'-9'" 24'-9" """"20'" ~ 1Z-V 17-9'" 17.9" 12'-9" 2a'oIc '3'-". .13'-11. 13'-11" 13'.11~ 16"'oIc 15'-6" 15'-6" 15'-6'" 15'-6" 12"oIc 1T-7" 17-7" 17'., 11'.7" "25'" i?OiC ;z:s:- ~ "'i'Z:s= ~ 2f/'oIc 13'-7" .13'.7" 13'., 13'-1" 16"oIe 15'.2" 15'.2" 15'.2'" 15'-2" 12"oIe IT-4- IT-4- IT-4IM 17...\" 3O"i'.FOiC~""1'1-:F~~ 2O"0/e 12'-5" 12'--5- 12'-5" 12'-5" 16"oIe 13'.10" 13'-1!r 13'-10" 13'.10" 12"oIe 15'-11" 15'-11' 15'.1'. 15'-11' 4i) 24=QiC' g::;o= ,Tt'CF' g::rn::' g:w 2f1'oIe 10'.9" 10'-9" 10'.9" 10'-9" 16"oIe 12'..()" 12'-0" 12-D" 12'.0" 12"oIe 13'.10' 13'-10" 13'.10" 13'.10" ""'60" ~ "T<T --a:q ~ e:q 2O"oIe 6'-10" 8'.10" 6'-10" 8'-10" 16"oIe a'-lO" g.lO" 9'.10" 9'-10" 12'"oIe 11'-4" 11'-4n 11'-4" 11'-4- - - --;:-AJ"i:E"'1.7 . 2.5"x6"' Super Six Uwl Panel Wind Speed a",~ Exposure load Gauge 8q:Josure B Exposure C !~ [tn) 90 110 120 130 90 110 120 130 10 0.016 10'.10' 1'-9'"' 6'.10" 6'.1" 6'-8"1 fJ'-4IM 5'-8"" 5'.lM 0.024 1<4'-0" 10'-0- g..ff' 8'-41- 11'-11 8'-9" 7-E' (f-10" 0.032 17-11' 14'.7" "3'-0" ,,'-8'" 16'-0" 12'-3" 10'-10" 8'.11~ 0.036 19'-8" 1(f.5" 14'-9'"' '13'-3" 18'.1- 14'q '12'.5" '11'_1- 20 0.Q16 8'-5" 7'-9'" 5'.10" 6'.1- 8'--5-1' 6'-4- 5'-6~ 5'.'- ;0.024 ,10'_--5: 10'-.5" =9'-6"--" _8'-41~, 10'.S Ir.v 1'--6" 6'.10" 0.032 13'-0" "3'4:/" 13'.Q" 11'-8" 13'-0" 12'-3" 10'-10" 8'-11" 0.036 14'~3" 14'.3" 14'-3" 13'-3" 14'.3" 14'..()" 12'-5" 11'.1" 25 0.018 6'-3" 1 1'.f1' 6'.10" 5'.,M 8'-3"J 6'-4- 5'-8'" 15,,'M 0.024 10'-2" 10'.2" f1-6" 8'-4" 10'.2" 6'-9'"' T-lr 6'.10" 0.032 12'-8" 12'-8'" 12'-8M 11'-8" 12'-8" 12'-3" 10'.10" 6'.11" 0.036 13'-1'- 13'-11" 13'-11" 13'.3" 13'.11 13'.11' 12'-5" 11'.1- 3D 0.018 1'.,q' 7-tT 6'.10" 6'.1- 7.Q" 6'-41- 5'-8" 5'.1~ 0.024 g-4" 9'-4- 9'-4- 8'-4" 9'-4~ 8'.9" T.(J" 8'-10" 0.032 11'-8" "'-8- 11'-8" 11'-6M 11'-8" 11'-8'; 10'.10' 8'.11" 0.036 17-9" 12'.9" 12'.9" 12'-9" 12'-9" 12'~ 12'.5~ 11'.1" 40 0':'5i8 ~1"'ir.6=' s::iF" 1F.'F 7iF I 6'-4M ~ s=:r=- 0.024 6'-1" 8'.1- 8'-1" 6'.1M 8'.1": 8'-1~ T--8" 6'-10" , 0.032 10'-1" 10'.1~ 10'.lM 10'.1" "0'.1~' 10'.1" 10'.1" 6'-"- 0.036 11'.2" 11'.2" 11'_2" 11'.2" 1'1'-2" 11'.2" 11'-2" 11'.lM 60 0.018 5'-4" 5'-41- 5'.4" 5'-4" ~'-4M 5'-4" 5'-4" 5'.1" 0.024 6"-7" 6".7" (f.7'" 6'.T' (r.1'" 6'.7" 6'.7' fr.7' 0.032 6'-4" 8'-4" 8'-4IM 6'-4- ~-4~ 8'-41~ B'-4~ B'-4" 0.036 'iJ.T 9'.2" 9'-Z" 9'.2'" 9'.2" 9'-2'" 9'.2" g-2" --- - -:r"AB"t'E'ti -.~ NOTE: PANELS AND RAFTERS MAY OVERHANG 30% OF THEIR ClEARSPAN SOLID PANELS 3.5"x12" Super 12 . Uve Panel Load Gauge (PSfJ fin) Wind Speed am Expo$ure Exposure B Exposure C 00 110 120.130 90 110 120 130 14'-41-1'2"1" 12'-3" 10'.11' 13'.,1MI10'.,1' 11'qlg.,' 11'-8" 18'.2" 15.5'" 13'.10" 1T.1M 14'-4" 13'.10" 17-41- 19'.1" 11'-11' 1T.ll~ 16'-8" 194:/" 18'.1'" 16'-8"' 15'-4- 20'-5" 16'-9" 18'-8" IT-3"' 19'.10" 1T-3" IT-4IM 1(f.Q" 10'--5M 10'-5'" 10'-5- 10'--5- 10'-5"1'0'--5-' 1a--5- g.1'" 12'.10" 12'.10'12'.10' 12'.10" 12'-10"12'.10" 12'-10" lZ-4I~ 15"-8'" 15'-8" 15'-8'" 15'-8" 15'.(J" 15'-8" 15'-8" 15'-4M 16'-1" 16'-, 16'-, 16'.1" 16'.7" 16'., 16'.( 16'4:/" 10'-2"1'0'-2" 10'-2" 10'-T 10'.7'1'0"2"110'.2"1 rr.1'" 12'-7" 12'-7" 12'.(. 17., 12'., 17.1" 12'.1'" 12'-41- 15'-3" 15"-3" 15"-3- 15'-3"' 15.3"' 15'.3"' 15'.3" 15'-3" ':~:I ,:~:, ':~: ':~: ':;'1 ':~:I ':~2"~ ':: 11'-6" 11'-8" 11'-6" 11'.(j' 11'-8" 11'-8" 11'-6" 11'-6" 14'.()" 14'q 14'.Q" ,14'q 1<4'.{)" 14'4:/" 14'q 14'q 14'-10" 14'-10" 14'-10' 14'.10" 14'-10" 14'-10" 14'.1 14'.10' "-,' 6." 16-." 18-.'-' 8'.'"'8'.'.18-''' 18'.'" 10'Q 10'-0" 10'.()" 10'-0" 10'.0" 10'.()" 10'.()" 10'Q 12'-2" 12'.2" 12'-2'" 12'.2" 12'.2" 12'.2" 12'.2" 12'.7 12'-10'12'-10"12'-10"12'.10"12'-10"12'.10"12'.10"12'.10' 6,T' 6.7' I ".T' 16.7' 6.T'16.7' 6,7' I' ",7" 8'.2'" 6'.2'" 6'.2" 6'-2" 8'.2" 6'.7' 8'-2" 6'.2" 9'-1'- 9'~11~ 9'.11" 9'.11'" 9'.11" 9'-11" g-11- g_11M 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-8" 10'.6" TABLE 1.2 ' '0 O.ot8 0.024 0.032 0,036 0,018 0.024 0.032 0.036 0.018 0.024 0.032 0.036 O.ot6 0,024 0.032 0036 0.018 0.024 0.032 0036 O.D1B 0_024 0.032 0036 20 25 30 40 60 0.032"lc2"x6.625" RAFTER LIVe Ralter Wind 1;>pee<J aM b;posure Load Spacil1{j Exposure 8 Exposure C {pst) 90 130 90 130 .1U :.14~OIe 14'-3~ 14'-.::S. 14...::s-'114,.:r '2!1'ofe15'-8" 15'-6" 15'-6" lS.:a" 16"oIe IT-3'' 11'-S 17-3" IT-3'' 12'"oIe 19.10' 19'-10' 19'-10"1g.10' ;lU :.14-orc 111.1- 111.i- 111.1" U1.1'': 2O":o/e 11'-1~ 11'_1M 11'-1~ 11'-1" 16"o'c 12'-4~ 12'-4" 12'-4M 12'-4- 12"oIe 1-4'.3" 14'-3" 14'-3" 14'-3"' 2:) :.14-OIe 1I.11~ 1r:W 9'-1'8g:w 2O"0Ie 10'.10" 10'.10" 10'-1 10'-10' 16"oIe 17-1- 12'.1M 12'_lM .17.1~ 12'"oIe 13'-11"'3'-1"'3'.,1-,3'-,1' ;:so ;l4"0IC II-if Y'..t}" 11-V' II~~ i!:r:o/c .g..ll':' 9'-H" g.11- .9'.11- 16"o/e 11'.()" 11'-0" 11'Q 11'.()" 12"oIc 17-8" 12'-8" 12'-8M 12'-8" 24"010 TV TV 75'" 75'" 2(f'oJc 8'-1" 6'-7" (!.7" 8'-7" 16"oIC 9'-1" 9'-, g-, g-7" 12"oIe 11'-0" 11'Q 11'Q 11'Q 24-oIe ?:fF .4'-11" 4'.11- "'4"1'r" 2fJ'ole 5"-1,- 5'.11" 5'-11" 5-11" 16"oIe T-5- 1'-5" T-5M T--5M 12"oIe '9'-0" gQ gQ gq A.rrrr Putnam engineering 3444 IvyIlnk Place Lynchburg, VA 24506 prlnutnamfhd"lflhla.~ 2.5"x12"MarkX L.iYe Panel -LOad Gauge 'est) fin) 10 0,016 0.024 0032 0.036 20 O.ot8 0,024 0.032 0.036 25 0.016 0,024 0.032: 0,036 ~ O.ot6 0.024 0.032 0036 40 0.016 0.024 0.032 0.036 60 0.018 0.024 0.032 0.036 Wind Speed an- Exposure Exposure 8 Exposure C 90 . 110 120 130 90 .110 120 130 .12'.0- 10'-10" 10'-2" 9'-6" 11'~9'.'1- 9'-3- 8';2" 13'-4" 17.1- 11'-41- 10'.aM 17.10" 11'.1~ 1O'-4M 9'~ 14'-9" 13'-5" 17.1" 11'-10' 14'-3" 17-41- 11'.7' 10'.11' 15"-5" 14'Q 13'-2" 12'-5" 14'_1 12'.11' 12'.1" 11'-41" 9'-8" 9'-8- 9'-8" 9'-6" 9'.a~'9'.s- 9'-3- 5"-2" 11'-2" 11'.2" 11'-Z' 10'-8" 11'-2" 11'.1" 10'-41" 9'-9" 12'-41" 17-4M 12'-4M 11'.10" 12'-4~ 12'-4IM 11'., 10'-11' 12'.10"12'-10"12'.10' 12'-5" 12'.1 12'-10" 12'_1" 11'-4" 9'-5" 9'..0- 9'.5" 9'-5'" 9'.5-1 g.o"19'-3"' 6'.2" 10'-11'10'-11'10'_"" 10'-8" 10'.11-,0'.1110'-41" 9'-9" lZ-T 12'.2" 12'_2" 11'.10' 12'.2" 12'.2" ,,'.7" 10'-11' 12'-8" 12'-8" 12'-8'" 12'S 12'-8- 12'~- 17.1" 11'-41" fr.7' 8'-7' '6'.7"' 8'-T' 6'.1" 1"'1' 16'" 6"2" 10'.(f' 10'.()" 10'.c'" 10'4:/" 10'Q',O'Q 10'.& rjq' 11'-6" 11'.(j' ,,'-6" 11'-6" 11'-6" 11'-8" 11'-6" 10'.11' 11'-11" 11'.11' 11'-11" 11'-11' "'.11~ 11'_11M 11'.11" 11'-41- 7'.5- 1'-5"1 7.5-1 1'--5" T.<jM 1'-5- 1'--5- r:s=- 8'~. 6'-8" 8'-8" 6'-8" 8'-8" 8'-8" 6'~M 8'0:8". 10'Q 10'Q 10'.()" 10'Q 10'.{)" 10'Q 10'.()" 10'-0" 10'.1'" 10'-, 10'.7" 10'-1'" 10'-7" 10'.7"' 10'.1" 10'., 6'.1" 6'_lMI fJ'.,MI fJ'.,- 6'.1- 6'.1- 6'.lM 6'.1- 7'.1" T.l- 1'-1. T.1- T_1M T.1M 7'.1- T.1M 6'-2" 6'-2" 8'.2" 6'.2'" S-2'" 8'.2'" 6'.T 8'.2" 6'-8" 8'-8" 8'-8'" 6'-8" S-8" 8'-8" 8'-8" 5'-8" TABLE 1.3 Live Load (psn. ;0 Panel Gauge (in) Wind Speed and Exposure Exposure B E:o:posure C go 110. 120 130 90 110 120 '30 I I I I THIS TABLE LEFT INTENll()NALL Y BLANK lHlSTABLE LEFT INTENTlONALLY BlANK THIS TABLE LEFT INTENT1QNAll Y BlANK THIS TABLE LEFT INTENTlONAll Y BlANK THIS TABlE lEFT INTENnONALL Y BlANK THIS TABLE LEFT INTENllONALl Y BlANK THIS TABLE lEFT INTENTIONAllY BLANK THIS TABLE LEFT 1..,.::.......,~Y BlANK THIS TI\BLE LEFT INT----:N1lON \LL Y BLANK 20 25 I '. 30' 40 60 TA 5LE 1.4 ~Am . ~B~~~~ . 5208 Tennyson f'arkway' '. Suite 100 Plana. T?, 75024 www.amerimokbp.com lE:XPIf3.AIIPN.D1\.TE: 1Z131p.;.'~~ ' ."':; ... 2.~ POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERs USING BOX BEAMS IN NORMAL WIND AREAS U.042'"'XS"X6'" HeaOer Double U.U4L"X::S""X8"" Heaaer I Attached - f"reestanding or ' Attached Freestanding 0;-- Structure Muftispan Uruts Structure Muttispan Units w.x POST l..ENG1li WJ( UAX POST lENG1H ... FOOTER II' I 117 I 12' POST M:N FOOTEll S' I 10' I 12' POST SIZE OClNSTRAtEDFClOTER SP~ POS1 SIZE ~_.""",.".,~.......fOO'TER r1Pe:...,. VIVIV (FT) TYPE..,. V,...,... _~ (~(kI)On)(In) lNE Lo.., (PS>') TRnI WIl1TH (FT) . WAX POST ~ POST REao POST SPACING FOR SPACHC: oNstAB SLA8 CfTI _.~._- IlOMPH~.! _ " IT.q A t4'-r~ A 18 22 4.5 15'-" A 13'.10" A 111 21 5 13"-T A 13'-2" A HI 21 5.5 12'..... A 12'-"- 6 20 21 II 11...... A 12'.0- 8 20 21 0.5 10'.Y ^ 11'.1' 8 20 21 7 V-r A II'." 8 20 20 7.5 8'-'+ ^ 1l7-sr" 8 21 21 a 8'-e- Ala..,. 8 21 21 " T-ff' ^ 11'-10" 8 21 21 10 "'-8" A v.... B 22. 22 11 8'.2" A ,8'.11" B 22" 22 12 S'-8'" ^ 8'-2" 8 22 22 13 $'-2" A 7_7'". 8 22 22 14 "'-10" It r-cr 8 22 22 15 4'.e'" A 8'.e- B 22 22 HI 4'.3" A <<1'-2" B 22 22 17 ",.-0" A 5'4" B 22 22 -~:EXPOSURE~ - - -- 10 " IT-(l'' ^ 14'-8" ^ 1\l 22 4.5 15'-'. A 13'.10" A 18 21 5 13'-7" A 1)'.2" ^ Ul 21 55 12'.... ^ 12'_1' 8 20 21 II "{r-c- ^ 1T.()'" 8 20 21 .e.5 10'05" ^ 11'.r B 20 21, 7 8'-8" A 11;.2'" B 20 20 7.5 V-I" A 10'-9'" B 21 21 8. - 8"-6'" A 10'.S" B 21 21 II T-e- A 17.10" 8 21 21 10 Cl"-I7' A v..... 8 22 22 11~ Cl"-2" A 8'-11" 8 22 22 12 5'-8" A er-2" 8 22 22 13 5':2" A T-r 8 22 22 1. .'-~O" A 1'.(1" 8 22 22 15 4'-e" A "'-e" 8 22 22 . 16 ....3" A ""2" 8 22 22 11 4'-0'" A 5'-8"'- '8' _22. ...2:.,;, - ;;;;;H XPOSuRE-;-- 10 . 17-0- A 14'-a. A- ..5 15'-1. A- 13'-10" A- S 13"-7" A 13".2" A 5.5 12'''" A 12'.r 8 6 11.... '" 12'.(1" B 0.5 10'.S"' A 11'-7" 8 1 V-8" A- U'-2" 8 1.5 17.1. A- 10'-17' 8 8 8'-e" A '10'-5" 8 tl 1'-e" A 17.10" 8 10 "'-9" A v..... 8 11 Cl"-2" A- 8'.11. 8 12 5'-r A "'-2" 8 13 5'.2" A T.r 8 14 .',10" A T.(1' a 15 ..'-e" A- fr~ a 1" .'.3" A .,..2" a 11 .'-0" A 5'-8" 8 100~EXPOSUREc- - - l'OI':I:~~I: 5 13'.r A ..0 . . " " " 25 25 25 25 21 21 21 22 22 22 22 22 22 22 22 I'N'1 A 12'-11. A- 12'-e" A 23 " 23 " 22 23 22 23 22 23 22 23 " 22 21 22 " 22 21 22 22 22 22 " 22 " 22 22 22 " " 22 22 23 22 " --~ 23 23 22 22 " 22 21 " " 21 22 22 22 22 22 22 .22 :" 22 21 21 " 21 " 20 21 21 21 22 22 22 22 22 22 22 22 23 " 23 " 22 23 22 23 22 23 " " " " 21 22 " 2i " " " " 22 22 22 " 22 " " 22 " 22 " 23 22. 23 -- "'-5" 1v-r lfr-r IT''- 11'.1. 1Cl".S"' 15'-10" 15'-3" 14'-9" 13".11" 13".'" 12'-e. 12'-1" 11'.r 11'-2" 10'-10" ,..... ~ " " 23 " " 23 22 22 22 22 22 22 22 22 22 22 " ~ 23. 20'-5' 19'.7" '8'-a" 11'.9" .1~-1' 18'-5' ~5':10" 15'-J' ,....g- 13'-11' IJ'.J" 'U' 12'-1- 11'-r 11'-2" 10'-10" I..... ..:!!:::... I :: I ~ I : I :: II IN'1 18'''''" 1T.11. a ~'"'""23"' 25 2CI a 21 23 25 26 B 22 23 2. 25 B 22 23 2. 25 B 22 23 24 25 B 23 23 24 25 823232324 a 23 23 23 2. C 23 23 23 2. C 2. 24 24 24 C 24 2. 24 24 C 25 25 25 25 C 25 25 25 25 C 25 25 25 25 C 26 26 26 . 26 o '26 26 2f) 26 o 2f) 26 26 2tI o V V 21 21 ----- 20'-5" IV.7" ...... IT''- ~T.1. ,..... 15'.10" 1S'.3" 14.... 13"-11. 13'.3" 17.... 12'-1. 11'.r 11'~2" 10'-10" ,."- 10'-2" , , , , , , , , c c c c c c c o o o , , , , , , , , c c c c c c .c o o o " " 22 22 22 " 23 23 23 " " 25 25 25 26 26 26 .27. 21 2' " 22 22 23 23 23 23 " " 25 25 25 26 26 ... 27 23 23 23 23 23 23 23 23 23 " " 25 25 25 .. .. .. .v: 25 26 25 26 " 25 " 25 " 25 " 25 23 " " " 23 " 24 24 24 24 25 25 25 25 25 25 .. .. .26 .. 26 26 .21:' 21'- -- 23 23 23 " 23 23 23 23 23 " " 25 25 25 .. .. .. 27 25 26 25 26 " 25 " 25 " 25 " 25 23 " 23 " 23 " 2. 24 24 2. 25 25 25 25 25 25 '" 26 .26' 2e .. '" 27 27 -- H~I~I~I:II """ POST .... SP"",," fOS1 '(FT) """ 1.'-5' A 13',10" A 13'-2" A 12'., 8 12'.(1' B 11'" B 11'-2" B 10'-9" B 10'-5" '8 V-la' B v... a 8'.11" 8 a--r 8. .... , 1'-5' 8 .It-11'. '8 ..... , 6'-2" 8 -- '.'-S" 13'-10" 13'-2" 12'-7". 17... 11'-7'" 11'-2" ....- .10'-5" 8'.10" .-<' 8'-11. ..... .... T-5" It-lI. ..... '-T por.:DI! U.W2"XZ")(t).,?"" HeaOer I Attached Free:stanl:fu1l Of Structure Muttispan Units """ POST <B<<m1 FOOWI 8'.1 ~O' I 1~. OZE 00HSTllA0ED FOOTSl V' '\t" I '\t" I V" (in)~ ".... 13'-10" 13'-2" 12'-7" 17... 11'.7" 11'-2" ,."- 10"S- V-10" .-<' a'-11. ..... 8'..0- 1'-5- It-l1' ..... 6'-2". A A A , , , o o o o o o , o o , o , 18 21 22 23 18 21 22 23 18 21 22 23 2Q 2lJ 21 22 20 20 21 22 20 20 21 22 20 20 21 22 21 21 21 22 21 21 21 21 21 21 21 21 22 22 22 22 . 22' 22 22 .22 22 22 22 22 23 23 23 23 23 23 23 23 23 23 23 ~ 23 23 23 23 23 23 23 23 ---- A A A o , o o , o o o , o o o o o , " " ,. 25 25 25 25 2' 21 21 22 22 22 23 " " " " " " " 25 25 '" '" 21 21 21 22 22 22 " " " " 23 21 " 2' '" '" 25. '" " 21 21 22 22 " " " " .~. ." 21 2' 21 '" 20 '" '" 21 2' 21 22 " " " " " " " 22 " " 21 21' 21. 21 21 21 21 " 22 22 " " " " ".. " " 23 22 22. " ." ". 21 " " " 22 " " " " -" 22 22 " 2>' 2' 21 21 " 21 21 22 " 22 " " " " " 13'.1. 12-10- 12'., 1:1::1::I~I:l " " ". " 22 22 22 22 21 2' " 22 22 " D' ". " " " lNE lCW) (PS>') TRIO WWT>1 (FT) 25 30 OVER, -- f~ '. I' 2 U . 3.' " ... . . r . < ... . "A "A "A "A "A "A "A "A . .... . '.3' 5.75' "A "A "A "A "A "A WA POS1 """ _ POST "" FOR sPACHG POS1 SlAI!I (FT)' TYPE .. . 55' . ,...- "A "A "A "A "A "A "A U.U4Z"XS"'tJ:r Heaaer Attacnel:I Freestandil1:l Of Slructuro M_UnOs ""'POST"""" FOOTER I" I. ~O' I 12' mE "'""""""" FOOTER ;; .;; I';::') ;; " 11 11 11 " " " 11 " " ;, " " " '" '" " " " " " " " " " ,. " " 10'-2" ..,. "T ,..... T..- r-T ..... 8'.J" 5'-10" '5'-2" 4'''" 4'.3" 3'-11" J'-7'" " " " " " " " " " " " " " " " 25 " " .. " 18 " " " " " " '" .-<. ....' r..- 1'-1. ..... .... <-7' "T 4'..10" ..... 3"-U' ...- N' 21 '21 21 '" '" " " " " " lB. '" '" 21 21 21 " '" '" .. 1. " " ." " '" '" 21 22 22 " 21 21 '" 25 25 " '" '" " 21 22 22 22 21 2' 21 '" '" 25 .. '" 25 21 21 22 lJcUtlCeU.~ HeaOer Aaa~ F,__~_~...Of Structure Multispan Units ""'P05T"""" 8' 110' 112' =nwNEll FOOTER ~ I" ~ I';:' "'" POST SP^"",, .(FT) 14'-5"" 13'-7'" 12'-11. ~2'"". 11'.10" 11''''' ~0'-11. IO'-r 10'-3" ..... '-T ..... 1'-10" r-3" "" POST 1Yl'E -c c c c o o . o o o . E E E I'OOm OZE ... ... 18 " I" " 20 25 '" 21 " 21 22 22 22 22 DouDleU.UJ2'"XT)f).;)- ~ . Anacnec; FreeSt.aooUlg 0"- structure M_Units MA.X w.x POST t.a<<nH POST M:H FOOtEJl ll' I 10' I 12' SPACING POS1 . SIZE CXlH:STRMEO FOOTER .(FT) TYPl Y yo I ... I ... On) On) (II) (II) 22 23 2<l 10'-2" 8 Ie 11 20 21 21 23 23 fT-r (I 11 18 20 21 21 22 23 V.I. a 17 18 20 21 21 22 23 S'-a' a 17 18 20 21 21 22 23 1"-3" C IS 1& III 20 20 22 23 r-a- C 18 18 ~o 20 20 21 22 1'-1- C 18 18 10 20 21 2~ 22 I"-e. C 18 111 1& 19 21 21. 22 8'-3" C 18 ~a 111 19 21 21 22 S'-e" C 18 18 '9 20 '22 22 22 5'-(1" C It! 18 19 20 22 22 22 4'''''' C 111 HI 20 21 22 22 22 .'-2" C 18 HI 20 21 22 22 22 3'-10" C 18 20 21 -22 --~---~-- 211-8" 0 21 2. 25 26 1~~ C 19 22 23 2<l 1~ C 20 21 23 23 12'-11' 0 20 21 22 23 12'''''' 0 20 21 22 23 11'-10" 0 20 21 22 23 11'-4" 0 21 21 22 23 10'-11. 0 21 21. 21 22 IO'-r 0 .21 21 21' 22 10'-3" O' 22' 22 22 22' fT...,. E 22 22 22 22 V-2" E 22 22 22 22 It-ct' E 22 22 22 22 1'-10" E . 22 22 22 22 .------. a 18 20 21 22 13'"-2" 8 18 ISI 20 21 12'-5' a 16 '8 20 21 11'-10" a 18 18 18 20 11'-3. '8 111 18 19' 20' 10'-9" (I 111 18 19 18 10'''. a" '18' . 17' 1'8 fiI' 10'..0- B 16 11 18 10 8'-8'" B 16 18 Itl 19 v..... a . 16 ~8 111 20 tt-ll" 8 16 18 18 20 1'-10" 8 HI 18 20 . 21 1'.1. a 18 111 20 21 6'"-r ------~- c c o . ". . - -0 o . . o o . 18 18 .. " " " '" '" 20 '" " '" '" 21 21 21 '" '" '" :zij' '" '" " '" '" '" 22 22 " " 21' 21 2'1" 21 21 '" 25 25 '" 23 V.3. 8 18 18 20 21 23 8'-9" a 18 18 20 21 23 I".J" C 11 18 10 20 22 '.r-tr:. C 11 18 111 20 22 8'~ll. C 11 18 10 III ':: ~]"pt~~:: :: 22 ~~",:,.,e-~'\105' " Yr ; ) <.c ~[.. ! ~H::- ~ .'1>, " i~ ; ~::~ ~ :; .-~, \~:~ \; ~ 3...../ ~ 80F E'. '" ;, , -n- -----..!:!.. ~ ......!!.- ....!!... -T.(a .e2l1 11. is.S' . ... 8.15' T "A N<A "A "A "A "A TABlE 2.2 TRUIUT MY WIDTHS FOR SINGlE SPNof AnACHEQ STRl.CTURES PROJECTION OF SI'G.E SPNf STtXmIRES (FT) 12' 13' 14' 15' ~8' 11' 8' 11.5' l' 7.5' I" 8S 8.5' T 7.5' I" 8S v T 1.5' I" 8S 17 8S 1.25 1.15' 8.25' 8.15' 8.25' 11.15' 1.5' ll' 8.5' go 8S 10' NlA 825' 8.15' '11.25' 11.75' 10,25" Nt" Nt" i" 8.5' 10' 10.5' MfA f*A Nt" NfA- 10.25' 10.7S' MIA. HlA NlA tf"A- NfA N/A Nl'A ""A- NtA "'"' HlA- M'A NlA Hill. KIA K'A- NtA NfA ." ,. 10.5' 11. 11.25' 11.5' 11.75' .. 12.25' 12.5' "A "A 21'....",.~ IIi 10.3' 11' 1>7 HCl:JUN CO " ,:~~ 1 '0-1~'U(,~15' ?~~/ 11,75'.12.25' 5' ~'r 12 12. 'l1. P \f\ 12Z 12.15' 13 12.5' 13'" 13.5' '~;fEJW:RAT1~ DAT-E 12/31/ .. . 05' ,. 10.25' 10.3' 10.75" '" 11.25' 11.3' "A "A " ... 1. 10.5' 10.1S' ". 11.25' 11.3' 11.15' 17 "A "A 1J.S' "A "'" POST SP,.,... ON SlAB (FT) - ~EXPOSlJREB - 25 . T.r A 10'.2" ..5 8'..... A rr.r , fur A V-2" 5.5 5'.2" ", 8"-e" . 4'4' A 1'-8" 8.5 ..-5. A 1'.2" 1 .'.1. A 8'-8" 7.5 3'-10" A 8'.J- s. 3'-1" A S.lO" 8 3'.2" A 5'-2" 10 2'.10" II 4'-a- 11 2'.1" A 4'-3" 12 2'''" A 3'-11' 13 2'-2" II 3'-, 80 MPH EXPOSURE C . T~2" A' 4.5 8'''' A 5 5'_9" A 5.5 5'.2" A 8 .'-&" A 0.5 .'.s- A 1 .'.1" A 1.5 3'-10" A 8 3'., A 8 3'-2" A' 10 2.10" A 11 z-r A 12 2'''''' A 13 . 2'.2" ....!.... tlOMPH EX?OSIJRE B 4 (NY' A 4.5 5'.... A 5 .'.10" A- 5..5 .'..... A e .'-0" A' 8:5. .3'-r .It 1 3'-5" A' 1.5 3'-2" A 8 3'-0" A 8 2'-r A 10 2-S- A- 11. 2'-2" A 12 2'.0" A 14'-5' 13'-7" 17.11' 12'''. 11'-fO" 11'''''' 10'-11' 10'-7" 10'-3' ..... '-T ...... 1'.10" T-J' c c c c o . o o o o o E E E HI 21 22 23 lG 21 22 23 18 20 22 22 HI 20 21 22 20 20 21 22 20 20 21 22 20 20 21 22 21 21 21 21 21 21 21 21 21 .21 21 21 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 ---- l<' "'" 14.:" "A J .1 21151ZOO4 Page 2 of 34 _'.!;il 2.0 POST SPACINGS FOR-LATTICE PATIO AND COMMERCIAL COV :f""S USING BOX BEAMS IN NORMAL W1N~ AREAS O.04XX:I""laf" HeaCler UOUDle U,U4'JGS'X!f" Header lJOUbleo.W~.~~ Header U.U4TX;f"Xtf" Heaoer lJoUOle U.U4rx:n:8"" Header UOuOIe U.U;;~JCl""xtU:i' HeaCler Altachea Freestancling or AttaChed Freestariing of ' AttaChed Freestanding or AttadJOO i:-ieesianalng or ' Attaqhed freestarXIiOg or Attached 't-iieStincling or Sb dure Mullispan Units $I ucture Multispan Units Structure Multispan Units structure Multispan Units structure MuftiwanUnits structure Muttispan Units UYE "". MAX POST MAX MAX POST lENGTH "'" MAX 'CST l<NGTH MAX MAX 'CST l<NGTH UYE TR" MAX POST MAX WJ( POST le.<<mt MAX OW< POST l<NGTH OW< ~ ~POSTl~ lCWl """" POST REO"Il POST "" fOO"/ER .' I I. I " POST ... ''''HER r ,. " POST .... '"""" ." I. " lCWl W<"'" POST REa>: POST .... ,""m .. I \. I " POST "" ~OCITEJl . I I. I " POST WI FOOTER II' I 10' I 12' (PSF) (F1) SPACING FOR SP",", POST .... 00NSTlWE0 FOOTOR SP~ POS1 "'" ::oNST:.AIEC 00l'ER SP~ POSl mE CONST:AlNED OOTER (PSFJ (F\) SPN:H3 FOR SPAClNC' 'POSl SIZE ~FOOTER SP",", POST "'" 0QlSlRAlNED FOOTOR SP,\ClNQ SIZE -coHST'RAlNED FOO1ER OR SlAB SlAB (1'T) TYPE ... ... ... ... (FTl TYPE ... ... ... ... (F\) TYPE ... .... ... ... OR SlAB "'-", (F\) TYPE ... ... I;::; 1 ... (1'T) TYPE ... '~.,-~ .1 ... .Cf:J) ;;.;; I'~'J-;:; (1'T) "" "" (>I, .(>1' "" (>I' "'" "'" "'" "'" "" "" (1'T) "'" "" "" (>I, (>I, I. M 12'-4" A ,..... . 21 22 " ,. l'r-7"' . 23 ,. 2S " 12'-4" A " " 22 23 QOMPHEXPOSl../REC TABLE z., . 11'-4" A 12'~ . " -- 22_ 23 ,. lr.1-_, . . ,. ,. 25- " ".0- '. 21 21, 22 23 _30 ., ~4= --.8'...(1' ..A g..' . " 20, 21 22 _13'-2", e .1e= -21 22 23. g.,. . .. .. 20 21 ... I..... A 11'-1" . 21 " " ,. 16'-S" . ,. ,. " " 11'_7" . 21 2' 22 23 .,. .... A ..... . .. .. 20 21 ".... e .. 2\ 22 23 ..... . .. .. 20 " 7 g.... A 11'-2" . 22 22 22 23 15".llT . ,. ,. " 25 11'-2" . 22 22 22 23 . 4'.llT A r.... . .. .. 20 2' 11'-1a" 0 .. " 22 23 e'-3" e 17 .. " 20 75 . 1r-1- A I."" . 22 22 22 23 15".3" . 2S 2S 25 " I."" . " 22 22 22 ... 4'-4" A T-l- . .. .. .. 20 11'.3" 0 .. 20 22 22 r.... e 17 .. .. 20 .. ..... A 10'-S- .' 22 22 22 23 14'4" e " 2S 2S " I..... . 22 22 22 22 . ."" A r.... . .. .. .. 20 I."" 0 .. 20 " 22 8'-11" e " .. .. " , r.... A 1l'-1lT . 23 23 23 23 13'-11. e 2S 2S 25 " Ir.la"' . 23 . 23 23 23 .. ..... A ..0- . .. .. " .. 1(1-4" 0 .. 20 " 22 .... e " 17 .. .. I. 8'-V'. A ...' . 23 23 " 23 13'-3" e ." " " " g..' . 23 23 23 23 7 ..... A 5'-7" . .. 17 .. .. \..0- 0 20 20 21 22 5'-11" e 17 17 .. " " '.T A 8'-11- . 23 23 23 23 17-8" C 2S " " " e'.11" . 23 23 23 23 7.' ..,. A ..T . .. .17 .. .. ..... 0 20 20 " 22 ...... e 17 17 .. " 12 ..... A "T . 23 23 " 23 12'-1- e 21 21 27 27 ..... . " " " " . ,..0- A 4'-10" 8 .. .. .. .. .... 0 20 20 " 22 ..T e 17 .. " " 13 5'-2" A T~r . 23 23 73 23 11'-7"' i: 21 21 " 27 ".0- . " " ." ,. , .... A 4'-4- .. .. .. .. 20 ..... 0 20 20 20 21 M' e .17 ..' " 20 " 4'-10" A r.o- . 23 73 73 23 1,1'-2'" C 21 21 " 27 T.5- . " ,. ,. " ,. ,.... A 3'-11- . .. .. ... 20 T-10'" 0 20 .20 20 2' 4'.2" e 17 " " 20 IS ..4'-e" A ..... . 23 73 73 73 1(1.10" 0 2. .28 2. 28 6'-11" . " ,. " " " '.T A ...... . .. .. 20 21 T-1- 0 20 20 20 " ..... C 17 .. 20 ;, .. 4'-3- A '.T . 23 " " ,. I."" 0 28 28 28. 28 ..... . ,. ,. " ,. I> ,.0- A 3''''- . .. .. 20 21 ..... 0 20 20 20 2' ]'-5" e 17 .. 20 21 _.-!!..... 4'-0" A 5'-9" a 23 23 23 2<4 . . ~ ~ -2!... ..2!- .2!... ..2!.. '.T . " ,. ,. ,. . 90 Mpt- EXPOSURE C go MPH EXPOSURE ~._----- ., . ..... A r.., . " .. .. 20 11'.5- 0 17 21 22 " T." . " .. .. 20 20 . 8'-11" A 1(1-S" . 17 20 " 22 14'-9" . " 22 23 " 10'.5" . 17 .. ". 21 .. ...0- A .... . " .. " 20 I.... 0 17 20 21 22 6'-11" . " " .. " .. T-ll' A 1l'.10'" . 17 20 " 22 13'-11- e " " 23 " 1l'-10" .' 17 .. 20 21 . 3'.r A 5'-10" . " " " .. 1(1-3" 0 .. 20 21 22 6'-3" . " 17 .. " 5 1'-1. A g..' . 17 20 " 22 13'.3" C " 21 22 23 9'-4" . 17 .. 20 21 .. 3'.3. A 5'-4- . " 17 .. .. g... 0 .. 20 21 22 ...... . " 17 .. " 5. ..... A e'-11- . 17 .. 20 2l- 1>.... C 20 2' 22 23 8'-11' . 17 .. 20 2' . ".cr A 4'_10" . " 17 .. .. ...' 0 " 20 21 22 5'-T . 15 17 17 .. . 5'.11- A "T . .. " 20.. 21 17.1' C 20 2\ 22 23 .'.... . .. .. 20 20 .. "g A .'.... . " 17 .. " ..0- 0 " .. 20 21 .'... . " 17 .. .. ... 5'.5' A N" . .. .. 20 20 IN'" C 20 " 22 " ".0- . .. " .. 20 7 ,.r ^ 4'.T . " 17 .. .. ..... 0 " .. 20 21 4'-5- . " 17 " .. 7 5'.1' ^ r.o- 8 " .. " 20 11'.2" C 20 20 22 22 1'-5" . .. .. .. 20 7.' 2'-5- A 3'.11- . " 17 .. .. T-10" 0 " .. 20 2' 4'-2" . " 17 " .. 7.' 4'.V ^ ..... . " .. " 20 1(1.\0" C 2\ 21 2\ 22 6'-11' . .. .. " " . ,-3' A 3'.e- . " .. .. .. r..' .0 .. ... 20 20 3'.10- . " .. .. " . 4'-5- A '.T . " .. .. 20 la.... e 21 " 21 22 ..... . .. .. .. " , '.0- A 3'.3' 8 " .. ". 20 e.... 0 .. .. .. 20 ".... . ". .. .. 20 , '3'-11' A ..... 8 " .. " 20 1l'-11" 0 21 " 21 22 .5'-10" . " .. ... 20 I. ..... A 2'-.11-. . " ." .. 20 5'-1a" 0 " .. .. 20 3'.1- . " .. .. 20 I. ..... A 4'.11- .. .. .. " 20 ..... 0 22 22 22 22 '5'-3- . .. .. .. 20 \I 1'.r A ,-e' . " .. 20 " .... 0 .. .. 20 21 2'-10'" . " " 20 21 \I '.T A ...... . " .. 20 " e'.11- 0 22 22 22 22 ..... . .. .. 20 " 110 MPH EXPOSUFl C " 2'-11- A 4'-1. . " .. 20 21 '.T 0 22 22 22 22 4'-4' . .. .. 20 2' OJ . ".0- A g..' 0 " 21 22 " ..... 0 .. 21 22 23 5'.2" . " " 20 13 ...' A .... . .. 20 21 22 T.r 0 22 22 22 22 .'.0- . .. 20 2' 22 ... ...' A ..... 0 .. " 22 23 .'.... 0 .. " 22 23 4'.7" . " \. .. .. ,.... ^ ..... . " 20 2' 22 r.cr 0 22 22 22 22 ..... . .. 20 2' 22 . ,.... A r.O' 0 .. 20 " 22 1'-10- 0 .. 20 22 22 4'-2" . " 17 " 1lO MPH ExPosuRE : 5.' '.T A T.1- 0 .. 20 " 22 T-1. 0 .. 20 21 22 ..... . " 17 " 20 . 8'-11' A 1(1.5- . 17 20 " 22 U'.!l'" . " 22 23 " 10'-5- . 17 ... 21 2' . N' ^ ..... 0 .. 20 " 2' ..... 0 .. 20 " 22 N' . " .. 20 ... T-11' A V-10" . 17 20 " 22 13',11- e .. 21 23 " V-10" . 17 .. 20 21 .. 1'-10" A ..cr 0 .. .. 20 2' ..0- 0 .. " 20 21 3'-2" . " .. 20 5 T-l- A .... 8 17 20 " 22 13'-3" C .. 2\ ". 23 .... 17 .. 20 21 7 I''''' A .,r 0 .. .. .20 21 .,r 0 .. .. 20 21 2'.11~ . " ". 20 .. 8'-5- A 8':11- . 17 " 20 ." 17-8' .c 20 ". 22 23. e'.11' 17 .. 20 21 7. 1'-7"' A 5'.2" 0 \. " 20' 2' 5'-2". 0 .. .. 20 " 21 . 5'-le A '.T . .. .. 20 21 12'.1- C 20 2' 22 23 ...... " .. 20 20 . . .1'-6" .A 4'-10'" 0 .. .. .20 . 21, 4'-11- 0 .. .. 20 21 21 .. ..:~-s:'. -'..~ r,r .' ...1e,. _19 20 20 :,1:.r. .c 20 2' 22 " ...0- .. .. .. 20 7 5'-1' A r.o- . .. " .. 20 11'-2'" C 20 20 22 22 N' .. .. .. 20 ITABLE 2.3 Post ReqUirements ror i ABLE 2,4 Post Requirements for 7. ~.... A ..... . " .. " 20 10'-10" C 2' 2\ 2\ 22 6"-11- .. .. .. .. Attachecl structures Freestanding Structures . 4'.5" A 6'.2". . " " " 20 I."" C 21 " 2' 22 ..... .. .. .. .. (Post Description MBl< posT Post Description MBl< POSl , ]'-11" A .... . .. .. " 20 1l'.11' 0 " 21 2' 22 5'.1a" .. .. .. 20 Hot Height I. ..... A 4'-11- .. '.. .. " 20 ,... 0 22 22 22 22 ..,. .. .. .. 20 TWin O.032"'X1.O')::1.5- 8' A O.041~lG'')(3- steel OOYer 8' E . 11 ',T ^ 4'-5- . " .. 20 21 8'-11' 0 22 22 22 22 4'-V .. .. 20 21 CIoverO.024'~' Alum '2' A O.lB8"x3"x3~ steel Square 15' F " 2'.11' A 4'-1- . " " 20 2' .8'.2" 0 22 22 22 22 4'-4' " .. 20 " O.024'Post 'OYllh Sidep'!ates 'U A D,lSS"x4"x4"' Steel S:quare 18' G 13 .... A .,.. 8 .. 20 " 22 r,r 0 22 22 22 22 ...0- .. 20 2' 22 CloYer O.04O"x3"x3" Alum 12' B ~.188"x5")O- steel SQuare 18 H " ,... A ..... 8 " 20 " 22 r.cr 0 22 22 22 22 ..... .. 20 21 22 Colonial OJl62" Extruded , f' ---c- 0_041"x3"x3" Steel Clover 12' 0- GENERAL INSTRUCnONS FOR THESE TABLES O.041"X3"x3" steel Clover 8' E 1. a-lOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN O.188'"x3"x3"5leel~uare 15' F frPDST 2. a;oose PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT O.188"X4"X4-steel$quare 18' G 3. DETERMINE WIND AND SNGtN la.D OF STRUCTURE SITE FREESTANDING AND MUlTISPAN UNITS USE TABLE 2..4. .. I I .i' (pATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE OJC SPACING OR # OF FASTEN.ERS FOR A TTAa-lING TaDle2.5 Post SUbstitutes . , , . . . USE 20PSF MIN) . TO WAll. FROM TABLE 10.6 . SQuare Ciloula, r~T~""\ :: 'd' 'd' /nxm:ll: ,4. '-", rvu~A RAFTER FROM TASLES 1.5 TO 1.12 THAT ~SAOEClUATE 10. USE THE APPROPRIA IE DEl AILS O.0411C31C3"' O.l8B"'X3"'D '-'~ L L . '~!f ~PIRATION DATE: ~SPAN FOR YOUR NEEDS. FOR. PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN O.lea-x3'"lt3~ O.1B8'"lC4-D 12/31/ 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2..2 OR SLAB 7. DETERMINE MAXIMUM stAB SPACING FROM TABLE 2.1 OR 2.6 O.188'"x4'"x4" O.168"'x5""O \---,.,.- CALCUlATE FROM TRIBUTARY OIAGRAM ON PAGE SC02,2OO3 SlAB 8. USE THE SMAllER OF THE SlAB SPACING OR HEADER SPACING O,l88"O~~ U,l88""Xb-O NON-CONSTRAINED CONS TRAINED 211512004' 6. Qf(X)SEAHEAoER FROM TABLES 2.1 OR 2.6 THAT HAS SLAB 9. POST 'A' MAY BE USED FOR ALL A TTACHEO UNITS ON SlAB Page 3 of 34 ADEOUA TE POST SPACING. SLAB 10. FOLlON 9 AND 10 FROM ABOVE .... 7. USE THE APPROPRIATE FOOTER SIZE SHOJVN. 2.0 POsT SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN NORMAl WIND AREAS (U.l0:n12Ga~~eet~ - (U.~)14Ga~~C I (U.0W")l6GaI!l!SleelC AttaCheCI r~ or Attached Freestancllllg or Attact1ed Freestandlllg or Structure Muttispan Units . Structure Mu!lispan Units' Structure Muttispan Units . w.x POST IMX .....x. POST LEH3TH t.MX MQ; POST LB<<mt w.x MAJt POST lENGTH POST REO'[) POST MlN FOOTER 17 I 15' I 18" POST MlN FOOTER 12' I 15' I 18" POST MIN FOOTER 12'.1 1S I 11' SP",,", FOR ~POST SIZE XlNSTRAlEDFOOTER SPACN3 POST SIZE OOHSl"AAIEDFOOTER SPACH3 POSl SlZE ~FOOTER a.lSl:AB SLAB (FT) 1YPE ~ yo I ... I -cr (fT) TYPf y "tf" I "II' I yo (FT) TYPE "II:" ~. I ... I ... (FT) (In) (k'll (kl) ClI'I) ~) CInJ ~ ~ __..:....!i- Ck\J (kI) (In) ;;;;;;Ex..os..,lR1';: -;-- - _ . 17'..cr A 28'-1" e 23 32 -;:;--' 35 rre 8 21 30 !2 33 18'.a" B :llJ 2Sl 31 32 ..5 15'-1. "A 27-'- C 24 32 34 3S 21'.,a" B 22 30 32 33 18'Q B 21 2Sl 30 32 S 13'.7"' A 2lr-3" C 24 '1 :tJ :ss IV.I," B 22 2J 31 32 18"-3" 8 21 28 30 31 5.5 12'-<4- A 24'-2'"C 24 313334 1"'-4"823 2t 3132 15'-5"82128 2t 31 15 U',,- A 23"-1" C 25 31 32 34 11'-10" B 23 251 30 32 "'..go B 21 71 2ll 30 8.5 10'-5"" A 21"-10" C 25 30 32 33 17'-5" B 23 28 30 31 14'.,. B 72 21 2ll 30 7 V-r A 2""" C 2S 30 32 33 18'-11" C ~ 2lI 30 31 13'.7" B 22 27 28 30 75 0"-,. A 20'-10" C. 28 30 31 33 1$'-o" B 23 28 2J 31 13'.1" B 22 28 28 2Sl . 8 .8'-0"' A 20'-5" 0 28 30 31 33 . 15'-0" C 24 77 29 30 12'-r B 22 28 28 29 ., 1'-0- A ,....go 0 20 251 31 32 14'.2" C .24 27 29 30 11'-0'" B 23 28 27 2ll 10 8"""" A 18'-1. 0 71 2P 30 32 13'-5"' C 24 71 28 a ' 10'-G" B 23 2S 71 28 11 6'.2" A. 18'..a" 0 71 28 30 31 12'--9" C 2S 26 28 29 10'-0- B 23 2S 21'1 21 12 'S-r A. 16'-0'" 0 28 28 29 31 12"2" C 25 211 21.29 V-5'" B 23 24 2tI T1 13 5'-2" A. 1S""'. 0 28 28 29 30 11'.1. C 25 25 ~ 21 28 V-O" C 23 24 21'1 '27 14 4',10" It 1.'.10" 0 28 28 29 30 10'-a- C 25 25 21 2S a'-T C 24 25 21'1 21 15 4'-e A. 14''''''- 0 29 29 29 ~ 10'-3" C 2tI 28 21 28 8'-T C 24 25 V 28 16 4'-3" A 13'.2" 0 28 28 28 2ll V-". C 2tI 26' 27 28 1'-1'. C 24 26' 71 28 17 4'-<r A 12'-9" 0 29 ~ ~ 29 V-T 0 28 '26 ~ ~ ....!:!:..- ~ ...2!- ..2!.. ..2!... ..2!... 100 MPH EXPOSl.IR~ a 4 17'-0" A 28"-1. B 23 32 34 35 4.5 1S-1. A 27'.1. C 24 32 34 3S 5 13'.r A 26'-3" C 24 31 33 3S 5.5 12'..- A 24'-2" 'c 24 31 33 34 15 11'"",- A 23'-rc 2S 313234 15.5 10'.5" A 21'-10" C .. 2S .30 .32 33 7 v.e- A 21'"",. C 25 30 32 33 7~ V-l- A 20'-10" C 26 30 31 33 a 1S'.fr' A 20'-5. 0 26 30 31 33 8 7'-8" A 18'--9" 0 2(1 25l 31 32 . 10 1r-9" A 115'.1- 0 27 29 30 32 11 6'-2" A 18'-e- 0 27 28 30 31 12 5'-8" A 18'-<r 0 28 28 2ll 31 13 5'.2" A 15''''''.0 2a 2&""29 30 14 4'.1~ A 14'-10" 0 28 28 29 30 15 4'-8" '" 14'-4.. D 2:11. 28 29 30 115 4'-3. A 13'.2" 0 28 28 28 29 17. ,....'..0" """'.12'-9'"" O' ,29-: . 2ll 29 ':za' 9OMPHfXPOSUftFr- - - - --'--- ....;......... --~.. 4 17'-0" 4.5 f5'.l. 5 13'.r 5.5 12''''''. 15 ff'"",. 6.5 10'-5" 7 .... 7.5 11'.1- , .... . r... 10 1r-9" 11 15'.2" 12 5'-8" 13 5'-2" 14 4'-10" f5 4'-8" 115 4'.3" 17 4'-<r r:-11~~~1 ~ 5 13'.T lIVE 'I"" (PSF) m. WIl7nl (F1) .0 :''';:'- ':":':-,'" !..~:.. 10 " ~;.-.'~. "10 A A A A A A A A A A A A A A A .A A A' C A A A 28'-1. 27'-1. "'... 24'.2" 23'-7'" 21'-10" 21...... 20'-10" N'" Hl'.o- 115'-1. ,.... ,...- 15'-4. 14'.10" 14'-4. 13'-2'" ,,,,. . c c c c c c c o o o o o o D. o o o 23 " " " 25 25 25 '" '" '" 27 27 " '" '" '" 211 " 32 " 35 32 34 35 31 33 35 31 '33 34 31 32 34 30 32 33 30 32 33 30 31 33 30 31 33 29 31 32 29 '30 32 28 30 31 28 29 31 '" " 30 " " 30 " " .. '28 28 29 ..2!.....2!.....2!.. 1~:~ln:IEI:I:11 ".'.- 21'-a- 1V-11. 1V"- 17'.10"" 17'-5- '16'.11- 1S'.q- 15'-0" 14'-2" 13'-5" "... 12'.'- 11'.1' ,.... 10'-3. 0'-11. _v-r "'-5" 21'.go 1V-l1. 10''''''" 17'-10- "... 115'-11. 1S'-G" 10..- 14'-2" ..... "... 12'-2" 11'-1. ..... 10'-3" 0'-11. .,' "...., 21'-8" 10'-". . , . . , B C B C C C C C C C .c c .0.' B B B , B B C B C C C C C C C C C D " 22 22 73 73 73 73 73 " " " 75 75 75 75 " '" :.28 " 22 22 73 73 " " 73 74 " " 75 25. 25 25 " " '.. .. 30 " " " " 78 " 27 " " 78 " 75 75 78 '" 26'.. 30 30 " " " 78 " " 27. 27 27 '" '" 75 75 '" '" '" 32 32 31 31 .. .. 30 " " " " " 27 27 " 27 27 :za-~ 32 32 31 31 .. 30 ". " " " 78 '" " " 27 27 " " 33 33 32 32 32 31 " 31 30 .. ,. " " " " 78. 78 .,.. 13'-r 13'-1- 12'-r 11'-11" "... ....- 0'.5- ...- .', .8',3~ 7'-11. . .7'-r.., 33 33 37 32 37 31 31 31 30 30 " " " 78 78 78 " " :1 : 1 :: I : I ~ II 1=1;1=1;1:1 111'-8" ....- 18'-3. 15'-5- 14'-Q" 14':1- "-0- 18'.0- 18'-3" lS.{5. 14'-9" 14'-1- 13'-r 13'-1. 12'-T 11'-Q" ..... "..- .... ...- .., 8'-3. 7'-1'. r., 18'-8' ....- 16'-3. B B . B B . B B B . B B B C C C C .~C'_ B . B B B . . B . . B B B C. C C C C 20 21 21 21 ,; 72 ;, 72 22 73 73 73 73 73 24 24 " -.il4. 20 " 21 21 " 22 22 72 22 73 " 73 " 73 24 24 24 " " " 7B 78 " 77 27 '" '" " 75 25 " ,. 25 7$ " " " '" 30 " ,. ,. 7B 78 78 " 27 " " " " " 27 7B ,. ,. 78 78 77 " " " " " 75 7$ " 24 7$ 7$ " " 31 32 30 " .. " ,. " " .. ,. 30 7B .. 78 ,. 78 " " " 27 7B " 27 '" " '" 27 78 " 27 78 " 7B 78 ,. -- """ lOAD (PSFJ "". WlmH IF7) 7B 32 " " " 30 .. .. ,. ". " 7B 77 " " 77 7B 78 ". OVER, HANG ..lE!L . " 7 '.0 7. ,. " 4.S' 0' . r .,' " 4.5' o "'A "'A "'A "'A "'A "'A "'A "'A . 10 4.5' 5' S 5_5' S,S 6' S.75' 8.2S N/A. HlA HI", NlA HlA NtA' NJA NJA. HI'" NlA HI'" HI", NlA. HlA POS1 """ <Eat POST "'" FOR. SP~POSl su.a 1FT) fYpf (O.lIJ:n 11 ua 3'"laf" Sleet c AiiichecJ IFreestal1dil'l;J eX- SlnJctun! M_ Units """ POST lENGn< FOOTal: 12' I 1S I lIS' ",. CONSnWNEo FOOlEIl , ;; ;; I -~ I ;:; 18'-S' 18'-10" 16'.1- IS.... 14'-11' 14:-2" '12'-11. 17... 12'-1. 1t~5. 10'-10" 10'-3. .... o o o o e e e e e e e e e e o o o o e e e e e e E e e E o o e e "E e . E" e e e e e e 21 21 21 22 22 72 22. " 73 73 73 ,. ',. 24 " " " 72 22 22 72 73 73 " 73 ,. 24 24 20 20 21 21 " .T-!. 21'" 22 22 22 " 73 " .. ,. ,. 78 78 78 " " 27 '" 78 7B 75 781 --; ..' " " 78 " 78 " 77 " " " 78 75 7B ." ,31 30 .. ,. " " ,. 78 78 "- " " " " " .. 30 " ,. ,. " 78 78 " " " " 33 37 " " " 30 30 30 " " " 78 " " 33 " 37 " " .. .. .. ,. " " 78 7B 78 75'''- 15'.1. 14'-3- "... 12'.10" 12'-3" 11'-2" 10'" 10''''''. ....- ...' ...' '7'-U- r., (U.Uf:>'") HGaJ'"'):2f'steefl,; AUached FreestandmQ a Stn.ic:ture Mu!tispanUnits """ POST L8<<m1 UlN FOOTEll 12' I. 19' 1 18' POST SIZE CONSTRAIED l'OCJttR TYPE;; ~I'~I~ (U.lJ50116 Ga :.n:Jr steel' C ~F~ingci SlnJctun! M_ Units """ ~ MAX POS7lENGn< POST ,. FOOtER 12' I 1$ I 16' SPACN3 SIZE:::oN:STR.QEO fOCJTER .(FT)'. "d"'."d'" '....1... (In) (In) \In) (Inj MAX POS7 SPACNl "" 1S-1. i4'-T 13.... 12'.10"" 17... 11'.2" 10... 10''''''. 10..- .... 6',S. 7'-1'. r" r.T c c c o o o o o o o 0, o o e e c o o o o o D. o D. e o e e 29 30 32 13'-10"" C 111 28 30 31 13'-0" 0 18 28 28 31 12''''''. 0 18 28 28 30 11"-1. 0 18 71 28 30 1O'_r 0 18 27 29 30 . 10'.2'; 0, 18. .. 2CI '28' 2Sl V-II"' 0 . '20' 2e 28 29 V-S. 0 20 '2(1 T1 29 '1-1. 0 20 2(1 27 :us 5'.1. 0 20 25 V 28 ~r 0 20 25 2fl 2a '7'-3" E 21 ~ .2!.. ~ ...!.:1!.. --L ..2!.- " " " 20 20 20 20 20 " " 21 " 12 22 22 20 20 20 20 " 20 21 21 " 12 12 12 22 TABLE 2.7 TRflllJTARYWlOTHS FOR SINGlE SPN>l ATTACHED STRUCTlJRES PROJECTION OF SlNGt.e SPNl STUCl1JRES (FT) ,,' 5.S' . ,. 8.15' r "'A "'A "'A "'A "'A "'A ~? . 's r '1.25' 7S "'A . "'A "'A "'A "'A "'A ~~' ,. r 7S 7.7S . ,,,.. "'A "'A "'A "'A "'A ~1' r 7,5' . '.75' ,. ..75' '. "'A "'A "'A "'A ,. 7.5' " .... .,75' . .".. 'S "'A "'A "'A "'A ,. . '.5" . '.75' 0.5' 8.7S 'D. 10.25' "'A "'A "'A IT '.5" .. ... 8.75' 10 10.2$- lOS 10.75' "'A "'A "'A """ POST SP""'" ON"'" (F1) IlOMPH~6 4 7'-2" A 2O'-fr 4.5 6'-4- A 16'.0- 5 5'4" It 18'-2' 5.S 5'-2" A 115'4" ,15 4'-9" A 15'-0" II-S 4'-S. A 15'-5" 7 4'-1. A 14'.10" 7,S' 3'-10"" A 14'". 8 3'-T A 13'-2" 8 3'-2" A. 12'-5" 10 2'-10" A 11'-10" 11 2'_r A 11'.)" 12: 2'-4. A 10'.v ",13 2'-2" A 10'.... - 8OMPHExPosamEC - 25 4 7'-2" A 2O'-fr 4.5 8''''''. A 18'.9". 5 S-9" A 18'-2" S.5 S-2" A 16'ooV II 4'-9" A. 18'.0- 15.5 4'-6- A. 15'.5. 7 4'.1. A. 14'-10" 7.5 3'".10" ^ 14''''''. 8 3'-r ^ 13'-2" Ii 3'.2' A 12'-5- 10 2'.10"" A 11'-10" U 2'-r A 11'-3'" 12 2'... A 10'.0- 13 2'-2" A 10''''''. - ~ExroSURE e 30 4 6'-0" ^ 4.5 5'.... A 5 4'.10"" A 5.5 4''''''- A. 6 4'-0" A ,~.5 3'-8" .A., '-7 3'-5'" A.- 7.5 3'-'- '" 8 3'-0" A 8 2'-8. A 10 2'.5'" A. 11 2'-2" A 12 2'-0" A 11' . 'S .. 10.25' 10.5' 10.75' '" 11.25' as "'A "A .. 11.5' 10 10.5' 10.75' '11' 11.2;5' 11.5' 11.75' 17 "'A "'A 77 " 27 78 " 75 7B 7B 7B ,. ,. 73' ,. 74 29 30 12'-15" 2ll 30 11'-10" 211 2i 10'-r 2S 2ll 10'-0"" 28 2ll V..e" V 2S V-I. 71 2a 8'-15" 2ll 2a 6'.... 20 71 15'-0" 20 27 7'-5. 25 21'1 6'-1'. 25 20 8'Q 25 211 ,5'-9" ..2!......E.......!:!.... 31 . S3 34 15'.1. C 27 2i 30 14'-T' C 71 251 30 13'-(1" C 27 2S 2i 12'-10" 0 26 211 251 12'.3" 0 26 2lI 251 11'.2" 0 25 71 28 10'-9" 0 25 27. 2S 10'''. 0 is 20 28 10'-0" .0, 25 ,20 27 V"." 0 24 211 V 8'.{5. 0 24 25 2tI 7'-1'. 0 24 25 2tI 7'-r 0 .2!....2!.......E......-2::::.......!.. 77 7B 78 75 75 75 '25-' 24 ,. 73 73 73 ,. c c c c c c c c c c o o o o 11 11 11 11 11 " " " " " 20 '" 20 20 '" 78 " '" 27 " 75 27 78 7$ " 27 24 211 V 24 211 27 24 25 28 24 25 28 73 7$ '" 73 ,. 7B 23 24 25 73 75 '" 24 25 211 24 20 27 --- " " " 20 20 20 20 20 21 " " 21 22 22 27 " 27 " " 7$ 75 75 75 ,. ,. " " .,. " ,. 7B 78 78 " 27 " " '7B 75 75 25 " 30 .. " " 78 78 78 " " " '" " '" " 2S 30 11'-8" C 17 26 27 28 2S 2i 10'-2" C 17 25 2ll :za 28 2i v-r C 17 24 26 27 27 28 11'-0"" C 18 24 2e 27 27 211 ~r_-c..~ 24 25 26 " ;:.- . ,~j) ?f O~;:-~ :: :: '~:' ~~ (~~ I~ ;~)~q~~; : .....~ Ir-r 0 111 ~;i 25 ~~;~ 1:2~ ~(P,t : ~~\ :: L;... J2I'I 5'-1. 0 . 18 24 25 2G -.- TAB:E2.6 70 10 10.5' 11' 11.25' .11.5' 11.75' 17 lU5' 12S "A "A ~Xf'~~I;TIGW'[ ATE 12/31/ 13.5' 14' 14.5' I'MA. HlA HlA 211512004 Page 4 of 34 2,0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN NORMAL WIND AREAS (U.1os=r12 G-.:na:J- ~ G (u,unq 14(3a:n:tf' ~leel {; (O.0tilr11tiGa j'')(tl'' bleel G Attached freest8ndlllQ or Attached t-reestao<:lIng Or Attac~ Freestanding or Stl JCture Muttispan Units Structure Multispan Units S"lldure MUltispan Units w.x POST MAX MAX. 'CST LaUTH MAX IAAX POST lENGTH WJC MAX POST LENGTH POST REQ'D POST MlN fOOTER 12' 15' I 18' POST MlN FOOTER 12' I 15' 1 18' POST MlN FOOTER 12' I 15' 18' (FT) SPAClNa FOR SPACIN<; POST SIZE ::oNSl:AlEC FOOTER SPACING POS1 SIZE CONSTIVJNEO FOOTER SPACING POSl SIZE IXlNSTRAlNED OOTER ONSlAB SlAB (FT) TYPE "lI'" V "lI'" "lI'" (FT) TYPE "d'" "lI" "'d'" V (FT) 'TYPf "'d" "d'" "'d" "11-' (FT) (in) (in) . (in) (in) (In) (Ill) (In) (in) (In) (In) (In) (In) 5.5 12'''''" A 24'..2" C 26 32 34 38 19'''''" B 24 30 32 34 15'-5" B 22' 29 30 32 e 11'",," A Z1-7" C 26 32 ~_~:!L _ J7'.:1.l!'_ B __~4__ 30 _ ~1 .13 _ _ _!~ _ =B__ '0!2~ _28 _30__ 31 . ~'B:S7' -1a-e- - -1.- 21'-10" -C- 26- -31-- 33- -35 - -i7':.s- -8 -24" -30 "'-I -33 -14-;:'1~- 8 23 ~ --30 31 7 9'..a" ^ 21'''''" C 27 31 33 34 16'-11- C 25 29 31 33 13'-7" 8 23 28 29 31 7.5 9'.1" ^ 2Q'-10" C 27 31 33 34 15'-6" 8 25 29 30 32 13'-1" 8 23 28 29 30 8 8'-8" A 2Q'-5" D 28 31 33 34 15'.0" C 25 29 30 32 12'-7" 8 23 27 29 30 9 7'-6" A 18'-9" D 28 30 32 33 14'-2" C 25 28 30 31 11'-9" 8 24 27 28 30 10 8'-9" A 18'..1" 0 2i 30 32 33 13'-S" C 26 28 29 31 10'-8" B 24 26 28 29 11 8'-2" A 16'-8- 0 29 2i 31 32 12'-8" C 26 27 29 30 IO'-()" B 24 26 27 29 12 5'-8" ^ 18'.()'" D 29 29 31 32 12'.2" C 'Zl 27 29 30 9'-5-'8 24 25 27 28 13 5'.2" A 15'",," D 30 30 30 32 11'-1" C 28 26 28 29 9'.{)" C 25 25 'Z1 28 14 4'-10" A 14'-10" 0 30 30 30 31 11Nl" C 27 27 28 29 8'.r c 25 26 'Z1 29 15 '4'-8" A 14'''''" D 30 30 30 31 10'-3" C 'Z1 27 28 29 8'-3". C 25 28 28 29 16 4'..3" A 13'.2" D 30 30 30 31 9'-11- C 'Z1 27 26 30 1'"11" C 25 'IT 28 30 17 4'-0" A 12'-9" D 30 30 30 30 g-7" D 28 26 29 30 7'-7': C 28 27 29 30 -9QM'pj:,EXPOSURE::-------- -- 20 4 8'-11" A 20'-10" C 21 30 31 33 t5'-S- C 19 28 29 31 13'-0" B 18 26 26 29 4.5. 1'-11" A 19'-1" 0 21 29 31 32 14'-7" C 19 27' 29 30 12'~2" B 18 26 'Z1 29 5 7'-1" A 18'-5~ 0 22 29 30 32 13'-10" C 20 27 28 30 11'-5~ 8 18 26 27 28 5.5 6'-5" A 17'-0" 0 22 28 30 31 13'-2"' C 20 26 28 29 10'-3" 8 18 25 26 28 8 5'.11. A 16'.5" D 22 . 28 30 31 12'.7" C 20 26 28 29 9'-9" B 19 25 26 27 8.5 5'-S' A 1S'-9" D 22 28 29 31 11'.5" C 2<1 26 27 28' 9'''''' B t9 24 26 27 - 7 5'.1" A 1S'.2" D 23 27 29 30 11'.{)" C 2<1 25 27 26 8'-11" C 19 24 25 V 7.5 4'.9" A 14"8" 0 23 27 29 30 10'-r C 21 25 27 28 8'-8" C 19 24 25 26 8 4'-5" A 14'-3" D 23 27 29 30 10'-3" C 21 25 26 28 8'-2" C 19 24 25 26 9 3'-1f" ^ 12'-9'" D 23 26 28 . 29 9'-r 0 21 25 26 'Z1 1'-7" C 20 23 24 26 10 3'-8" A 12'.1" E 24 26 21 29 V-l- D . 21 24 28 27 7'-1" C 20 23 24 25 11 3'.2" ^ 11'-6" E 24 26 27 28 8'-2" 0 21 24 2S 26 6'-8" C 20 23 25 26 12 2'-11~ A 11'-0" E 24 25 27 26 7'-9" 0 22 24 25 26 6'.3" C 20 24 25 26 13 2'-8" ^ 10'-7" E 25 25 27 28 7'-5"' 0 22 24 28 27 S'.8" C 20 24 26 27 14 2'-8" A 9'-8. E 25 25 26 27 1'.1" D 22 25 26 27 5'-(' C 20 25 26 27 90 MPH EXPOSURE C 4 8'-11" 4.5 1',11" 5 1'-1" 5.5 6'-S" 6 S'-1'" 6.5. 5':5" 7 5'.1" 7.5 4'-9" 8 4'-S" 9 J'-11~ 10 3'-6" 11 3'..2" 12 2'-11" 13 2'-8" 14 2'-8" LIVE LOAD (PS~ "',. WlOlH ,. '" A A A A A A 20'.10" 19'-1. 18'-5" '"-0- 16'-5- 15'-9" 15'-2" 1~'-8- 14'-3~ 17-9' 12'.1" 11'-6" 11'.()" 10'-7" ..... c o o o o O. o o o o E E E E E 21 21 22 22 22 22 23 23 23 23 " " " 25 25 30 ,. ,. 20 20 20 27 27 71 2B 2B 2B 2S 2S 25 21 21 30 30 30 'n: 28 " " 20 27 27 27 27 " " " 32 21 21 ')1. 30 30 30 " ,. 20 20 20 27 15'.5~ 14'.r 13'-10" 13'-2" 12'-7" c c c c. c c. c c c o o o o o o " " 20 " '" .-.20 20 21 21 21 21 21 22 22 .22 29 29 2. 2' 20 27 21 30 30 .28 ,. 20' 20 20 " 27 27 2B 2B 27 27 ,.... 12'-r 11'-5" 10'-3" .... '9'''''' a'-11" "... 8'-2" r-r 7'.1" <-8' u-J" ""- H 2. 27 27 28 28 28 25 25 25 25 " " " " . . . . . . c c c c c c c c c " " " ,.. " ,. " " " " " 20 " 20 20 26 2B 28 25 2S - 24 . " " " 23 23 .23 " " 25 20 27 27 28 2. 28 25 2S 25 " " 25 25 2B 2B 11'-5" A A 11'.()" 10'-7" 27 27 2B 26 20 25 " 2B 2B A A A A A A A 10'-3" .-r V-1" '-T H' r-5" 7'~1" 25 GENERAL INSTRUCTIONS FOR THESe TABLES 1. CHOOSE FREESTANDING OR ATIAa-IED STRUCTURE 2" CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3" DETERMINE WIND AND SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF. MIN) 41. OiOOSEA RAFTER FROM TABLES 1.5 TO 1.12 THAT HASADEOUATE CLEARsPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGESC92~3 6. CHOOSE A HEADER FROM TABLES 2.1 OR 2.6 THAT HAS ADEOUA TE POST SPACING. 7, USE THE APPROPRIATE FOOTER SIZE SHOVVN. 0: FOR SINGLE SPAN A TIACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4, 9, FIND THE OIC SPACING OR # OF FASTENERS FOR A TIACHING TO WALL FROM TABLE 10.6 .10, USETHEAPPROPRlATEOETAILS FOR'PATIO SLABS FOLLOW 1~ FROM ABOVE THEN SlAB 7, DEtERMINE MAXIMUM SLAB SPACING FROM TABLE 2.1 OR 2.6 SLAB 8, lJSE THE SMALLER OF. THE SlAB SPACING OR HEADER SPACING SLAB 9. POST 'A' MAY BE USED FOR AlL ATIACHED UNITS ON SlAB SLAB 10. FOLLOVV 9 AND 10 FROM ABOVE 29 29 2. 28' 27 27 27 2B 2B 2B 25 2B 2B 27 27 lNE LOAD (P~ TR'. WlOlH (Fl) MAX POST SPACING ONS1.A8 (F1) , . 90 MPH EXPOSURE C _.4 B''()" _~---' 4.5 5'''''" A 5 4'-10" A '5.5 4'''''" ^ 6 4'..(1" A 6_S 3'-8" ^ 7 3'-5" A 7.5 3'-T A 8 3'.q' A " 2'-8" A .10 1'-6- A 11 2'-2" A 12 2'-0" A 'QO MPH ExroSURE: C 4 4'-6" A - 4.5 4'.{)" A 5 3'-r A 5.5 3'..3" A. , 6 3'-0" A 6.5 :2'-9" A 7 2'-7" A 7.5 2'-5" A 8 2'-3~ A 9 2'.{)" A 10 Nt" A 11 1'-r.: A 110 MPH EXPOSUR : C 4 3'.{)" A 4.5 2'-8" A 5 2'-5" A 5.5 2'-2" A a 2'.(f' ^ 6.5 1'.10" A 7 1'-9" A 7.5 1'.7" A- 8 l'-tr- A 30 " 80 POST MAX ~EQ'[ POST MIN FOR SPACHG POS1 S1.A8 (F1) TYPf (u.1~") 1~ ~ 3~R ~leel {; _ " Attached t-reestandlllg or structure Multispan Units _ MAX POST lENGTH 12' 115'118' CONSTRAlNEO Fcxm'R ....1...1... (In) (In) (In~ ~J.8:-5"= 15'-10" 16'-f- 15'-1. 14'-V 14'-2" 12'-11" IX..- 12'-1' 11'-5" 10'-10'" 10'-3" ...' 15'-8" 14',10" 13'''''' IX'" 12'-2" 11'-8" 11'-3" 10'-10" ,.... .-" 8'-11" 8'.S" 18'-5" 16'-10" 16'-1~ 15'''''~ 14'-go 14'-2" 12'-11' IX'" 12'-1' _0_ o , , .E E E E E E E E 'E , , E E E E E E E E E E E E E E E E E E E Post lJeSCnptlDn T A~LE 2,8 Post Requirements for Attached structures TWIn ( lf32"X1.o"x1.tJ" C1oYerO,024"x3"'x3" Alum O.024"Post wllh Sk1e~ CloVer O.040"X3"x3" Alum Colonial 0.062" Extruded O.041-x3"'x3" steel Clover O.041-x3"'x3"' Steel Clover O.l88"x3i<3..SteeI~uare O.1B8"x-4"x4" Steel SQua", I able 2.1U Post Substitutes SQuare J. arcular . O.041-x3"X3"'J O.161n(j-O 0.168'"X3"x3'"J 0.18B""x4"O . 0.1B8'"x4"x4) O.1B8"X5"D 0,188')0"](5-. O.lBtrxb-D MB> Hat " 12' 10' 12' 12' 12' " '5' lB' FOOTER $Wi .... '0) =~ - 20 21 21 21 22 " 22 22 22 23 23 23 29 28 2B 28 27 27 2B 2B 28 2B " " " ,. 19 19 " " " 20 " 21 " " 22 " 27 27 28 28 28 25 2S " 2< " " 23 23 23 " " " 2< " ." " " 30 30. 30 20 29 '" 28. _.30 30 29 " 28 29 28 ." 27 27 27. 2B 2B " 29 " 28 27 27 27 27 27 2B " " " " 32 32 " " 30 30 JO {U.075"ll04 lia 3"'xtr ~leel (; Attached f teestanCluil or struCture Multisoan Units PMX POST LENGTH 12' 115'118' CONSTRAINED FOOTER "-'''-1''- (In) On) (In) MAX FOST SPACNO (Fl) 32 " " 30 30 30 ,. 2B 29 2. 2B 2B 27 " 30 29 29 29 20 2B 2B 2B 27 27 2B ". " " " " " 32 32-- " '-T 8'-2" r... H 6"~11~ .... .-0- s'.:v ..5'-r, 13':10" 13'.{)" 12'''''" 11'_t" 10'-7" to'-2" .-~ 9'-5" V-1" 8'c1" T-r 1'-3' 6'.10" 11'-4" 10'-8" 10'-1" 9'-7" '-T 8'''''" '-0- 7'''- 7'-5~ 6"-11~ 6'-T 5'-10" "N FOST 1YPE c _ o o o o o o o o o o E E o o o o o o o o o E E E o o o E E E E E E i'ABi:E 2.9 Post ReqUIrements for Freestanding structures Post OescriptlOn Max Height " .15' lB' ,. POST [O.041-X3'"x3"' Steel GlOVer O,1B8"x3"x3" steel SQuare 10.1 B8"'x4"x4- Steel ~uare W.188'"X5'"X5- steel SQuare A A A B C o E F G frPDST ..I ~-~~ 1 1----"'"- NDN-CDNSTRAINE D f"ODTlNG":\ FOOTEP SZE ..- (In) 0:1_8---,= " .. " .. " 20 20 20 20 20 21 21 17 17 ,. 18 1. 1. ,. 1. " " " " ,. ,. " 1. " " ,. " " T-3" C 17 25 26 8'-8~ D 17 24 2tl 6'-3" 0 17 24 25 5'-6" 0 17 23 25 5'-2" D 17 23 24 4'-11" D 17 23 24 4'-7" D 17 23 24 4'-5"' .Jh ~ 23 25 ~ ....p. .1r17r.I"K 25 ~5:P'- "'0,[: ~ ~"\ ..-:....GINE?~S0;..o".. ~ ~ '~\ Q:- . 72580PE .~ \ _J , p= 2B 2B " 25 " " 2< " 23 23 23 " ~- 28 28 27 27 26 28 28 2B 25 " 25 " "-~- 29 29 20 2B 2. 27 27 27 28 2B 2B 2B 2. 2B 27 27 27 26 28 26 25 25 " 2. 29 2B 28 28 27 27 2B 2B 28 (U.06O") lti lia j'')1SM ~eel ~ Attached rreestallCling or structure Multispan Units MAX POST LENGTH 12' I lS' I 18'" 7ITj':,R TABLE :l.ti =26=~ _=-27 __28~ 25 2B 28 24 '29 V 24 26 'ZT 24 25 26 24 25 26 23 25 2B 23 " 25 23 24 2S 22 '24 25 23 24 25 23 25 2B 24 25 26 MAX POST MIN FOOTER SPAClt'G~ SIZE .(FT) TYPe "lI" I (In, J1':8" 10'-2" '-r .-0- 8'-7" '-T r,~ r-5" T-l~ .-r 6'-I~ 5'-5~ 5'-1" _c., c c c c c c c c o O' o o ~17_~ 17 17 18 " " ,. ,. ,. ,. ,. ,. ,. 18 1. " 17 17 17 17 " 17 17 17 17 " " 23 23 23 23 22 22 22 22 23 23 2B 2S 2B " " " 24 23 23 24 24 " 27 21l 2B 2. " " " 24 2< 2. " 2B 2B 25 " 25 24 24 23 23 23 23 23 23 27 27 2B 28 28 25 2S 2S 24 " 24 " 9'-3" 8'-r 8'-1-' r-r r-T 6'-10" .... '-T 5'-7" 5'-T 4'-9". 4'-5- c c c c c o o o o o o o 2B 27 27 28 " " " 2' 2B ;7 , if OREGON", I T'T_po TO : U y 1 - '2.-~\) ~ / I r "f", ~, _,,?, i ! 'T( M p\.f\'~ .' . " '. . ::. /f"OOTCR L ~ ; 1<;; :PIRATiON DATE 12/31/ --d' CONSTRAINED I ''- 27 2B " " 25 24 24 24 24 20 27 27 2B 28 2B 25 25 " POST E F G H . "I i 21'1512004 Page 5 of 34 3.0 POST SPACINGS FOR PATIO AND COMMERCIAl COVERS USING FASCIA IN NORMAl WlND AREAS ~.~- E:lcUUl:Ied t"asaa ~ 'Fi'eestammg or Slructure M""-" Units uve '9'0 ""'" nus Wltm! (FT] : ,. ,. '''.1-, ,. t).:i-~':asaa , I' ADaClled Freestandmg or Structure Muttispan Units ' ""'POSTl.ENGl>1 FOOTDl 8" I 10' I 17 7i!17 POST REC1l ~ SlAB "'" POST SPACK en> 17-7" 17.... '7-1. 11'-1(1" 11'.0" 11'-3" 11'.0" ,.... ,.... 10'.1". ...' 0-3' a.-l1' .... S."" a'~l" 7'.10" N. .... POST ....... "'" ... . .. . . . . 8 8 8 8 8 , 8 8 . . . C C C C 2. " 21 21 '" '" '" '" " " " " 24 24 24 '24 24 24 " " " ". " " " " " " " " " " '" " " " -- '" " 2.. '" '" " " " .. " " " " " " " " ".' " 2. '" '" " " " " " " " " " " " " " " '" 2. " '" '" " " " " " " " " " " " 28 ". '" 2. " '" '" " " " " " " " " " " 27 28 " "'" POST MIN FOam: SPACING POST SIZE en> TYPE ... "'" POST La<<m1 8" 110' 112' """"""""" FOOTER """'1 v -_~-!L (in) (kI) " 2. '" '" " " .. " ,,' " " " 27 27 27 " " " ~A 12'-5" A 12'.2" A 11.-11' /Ii 11.-r B 11'..... e 11'.1' B 10'-11:1" e 10'-7'" e 10'.2" e .... . Q"-4' e .... . 8'-0- e .... C a'-T C 1'-11" C 1'." C '" 2. " '" '" .22 " " 20 " " " " " " 27 '" '" 11'-5" /Ii 11'-3- /Ii 11'-1" A 10'-10" /Ii 10'-8- A 10'.5" A 10'-3" B 10'-0" B V.IO" B .... . V-T B a..10" a a'-tI'" B fr-3" B .... . 7'-10" C 1'.7" C -!::!.... .:c.. 11'-2" 11'-0"- 10'.10" ..... laoS' 10'-3'" 10'-1' 9".10" .-s' .... .... .... .... .',. 7'-11' r... r... r... . A . . A A , 8 8 , , . 8 . . , C ....!:... " 2. '" '" " " " " " " ." " 27 27 27 '" " " 21 '2'1"""""""'i1"'"" 21 21 21 '" '" '" '" " " " " " " " " 24 24 24 24 24 24 24 24 24 25 " 25 " 25 '" " '" '" 21 27 27 27 71 71 " " " ,. ,. ,. ,. ,. ,. ,. ,. ,. --- '" 2. " " " " " " " " 25 " " " " " '", ,.. '" '" ." '" " " " " " " " " " " '." ". ,. ':'28 '" 2. 2. " '" " " " " 25 25 ,. " " 27 27 ,. ,. '" '" " " " " " " .. " 25 " " ,. 27 27 " " '" 2. " " " " " " " " " ,. " 27 27 .27 ,. ,. '" '" " " " " " " " " 25 ,. " ,. 27 27 " ,. '" " ,. " '" " " " .. " 25 26 26 27 27 27 26 ,.. '" '" " '" '" " " " " " " ." ,. 26 27 27 26 26 13'.1"' 17.11' .,... "... 12'.T "... ~1'-V l1'-e" 11'-3. 10'.10" ,.... 10'-2'" V-10" ..,. .... V-1" 8'-10" ,.,. A.laskanf-asaa Aiiactled IFreestancJ~ or Sln~.If!..IMultispan Units "'" POST LB<<nH FOOTER tr I. 10' I 17 "'" CCNSTlWED FOOTER y ~)""It' I y (h)~ "'" POST .... sPACN3 POST (FT)' TYPE 14'-2'" "... 13'.2" "... "2'-5' 12'.1" 11'.10" 11'-er 11.-3' .10:.10" ..... 10'.2". v.ur ,.,. ..... ,.,. .... S'-IO" 13'_5" 13'.2" 13.-0- .,... 12'.S" 12'.1." 11.-10" 11.-8"' 11'.3" 10'-10" ..... 10'.2" V.10" ,.,. .'" ....' ,.... .... A A . , . . . , 8 , '. . C C C C C .C --;;----:-21 21 21 22 22 22 22 23 23 23 23 23 23 23 23 23 23 23 23 24 2" 2" 2" 2" 2. 2" 24 25 25 25 2S 25 25 25 25 2e 26 2e 2e 2S 26 26 2e 2"1 27 2"1 2"1 27 2"1 2"1 27 28 28 28 28 28 28 ,28 28 :zg :zg :zg 2~ 2ll 2ll 2ll :zg 30 30 30 30 --- A A A , 8 . , , o , o o C C C .C C 'C . A A 8 , O. o o , , o o C C' C C C C " '" '" " " " .. 25 25 " " 27 " 26 " " " ". 2. '" '" ." " .. " " " " " 27 " " " " " " 2. '" " " " .. .. " 25 ." " 27 27 " ,. " " ". " '" '" " " " " 25 25 26 ,,' 27 " 26 " " " " " " '" " " ;0 .. 25 " " " " 27 " " " ..~ " 2. '" '" " " .. " " " " " " " " " " " " 10'.1. V.11" .... I ~ I : I : I : I : II :::; I ~ I : I : I : I : I 6.0. RF f-asaa I~ _ F.,~_~or _ _MultispanUnits PO$1 WJt MAX POSr lfNGlH "'" POST ~ """'" '. I .. I ., FOR SP SIZE CONSTRAINED FOO1l;R su.s .tFT) ""'.'"11" 1....I.v. (h) (In) (n) c-.) lIVE lOAD "'"" ""0 wum< en> " " 22 " " ,,' " " 25 " " 27 27 ,. " " ..'" ". "'" POST SP..,.., OHSlAB (fTl Ii;) MPI' EXPOSUU: 8 .. 1'-2" A ".5 tr.." A 5 S-O- A 5.5 5"-2" A '8 4.-0- A 8.5 ".-S" A 7 4'.1' A 7.5 3'-ur A a 3'-7" A 8 3'-2" A 10 2'-10" A 11 7.7" A 12 2'-4. A 13 2'-2" A - ~ExPOSlJREC ~ .. 1'-2" A ".S <<1'.... A 5 S'." A 5.5 5'-T A a ".-(1" A a.5 ....5. A 7 4'-1' A 7.5 3.-10" A a 3..7" A 8 .3'.T A .10 2'-10",.. A 11 2'.7" A i2 2'-4. A 13 7:.2" A - 'ilO"i:iPHWosuREB 30 .. <<1'-0- A 4.5 5'-4' A S ....10" A $.5 ....... A 8 ....q' A a5 3'.... A '7 3'-$' - A' 7.5 3'.2" A a 3'-0" A 8 2'.... A 10 2'-5" A 11 2'-2" A .12. 7-0" A " " '" '" " " " " " " " " ." 27 " " " " " OVER, "'"" ('!J a " , 2.' 3, '3" .. .... . . r . O' .4_5' . NA N. .... . "A .... ~A=-: N. "'. . 0,' . ,.. S.7S N. NA N. . NI. NI~ NA NA 10'-7" 10'.2" .... .... V-I' .... 'a'-S" 8'-2" 7'.11' ,... 1'.1" .... tr-$" .',. 10'-]" 10'.2" .... .... V-l" .... a'-S'" a'-2" 1'-11" . r.... 1'.1. .... ..... ,.,. &,.11" 8 v-r: c V-," C .... C a..... C .... C 1'-r. 'c 1'.fl" C 1'-2" 0 .... 0 ..... 0 (t.T 0 5"-11" 0 o , , C 'C C C C C C o o . o , o o C C C C C C C .0 o o o ." '" '" .. 2. " ." 2. '" '" '" " " ~ " .. '" " 2. " '" '" '" " " " " " " .. .. " ,. ,. '" '" '" ." " " " " " '" '" 21 21 2. " '" " " " '" " " " '" '" " 21 2. " '" '" " " " " " " .. '" '" 2. 2. "21 21 " " '" " " " '" '" " 21 21 '" " '" " " " " " " .. .. 21 " " '" '" '" " " " " " ., .. '" '" " ". ." " '" '" " " " .. '" '" " '21 2.1 " " '" " " " " " '" .. '" 21 2. 2. '" '" '" ". " " " " " '" '" '" ,. 2. '21' " " " '" 23 " ..... ,.,. .',. .... .... a'.I'" - r... r... r,,. 8"-10" .... ,.,. 5"-11" 5.5" t:muded Fasc... ~ FreestandirO or SUUcIure MultispanUnits "'" POST lENG1H 10l FOOTD. 8' I 10' I 12' POST SIZE OONSTR.AINEO fOOTER m>E ~ ~.( ~ I .~. "'" POST SP""",, (F1) 10'-7" 10'.1' 11'-10" .... ..,. 8'-10" .... ..,. ..... r... r.,. 8'-1(1" .... .',. 10'-7" 10'.T Q".10" .... .',. 8'-10" ,.... a'.3" .... r... r,,. 6'.10" ..... .... . o o C C C C C C C o o o o o ., o .. o .. C ,. C 21 C " C " C '" C '" C " o " o " o " o " o c C C C C -'C C o o o o o " '" .. " " '" '" '" '" " " " " " " '" '" ,. " '" '" " '" " " " " " " '" .. 21 2. '" " '" '" " " " " " AlasICall l"asaa ~FreestanCltrQor Structure Multispan Units MAX MAX POST lfNGlH POST Ultf FOOTER 8' I 10' I 12' SPAQNG "OS> mE ~ FOOTER -=--=;:; ~I:I~ 18 ~ e --;;--- 20 ZJ 10'-tI'" 8 20 20 20 10'''' C 21 21 21 10'-0" C 21 21 21 v-v C 22 22 22 11'-6" C 22 22 22 V.3" C 22 22 22 V-O" C 23 23 22 8'.10" 0 23 23 23 a..... 0 2.. 2" 23 1'.11' 0 2.. 24 2.. 1'-7" 0 2.. 24 2.. 1'-3" 0 25 25 2" 1'-0- 0 25 2S .-- '" '" '" '" 21 21 21 21 22 " " '" '" '" " " 23 " " " .24 2.. 24 2.. " " " " MAX POST SP..,.., CN SlAB en> (l()UPt"EXPe.'n."lF;~ 4-'1'Q'.-- /Ii 4.5 15',1. A 5 13'-7" A 5.5 12'-4" A 6 11.-4" A '8.5 10'-5" A 7 V-tl'" A 7.5 V-I' A 8 8'-6" /Ii ril 1'-6" A 10 tr-o- A 11 6'-2" A 12 5.-8' A 13 5'-2'" A ,.. ....10" A 15 "'-6" A Ht "'.3" A 17 ....0- A i'OO"'MP=iEXPOSllRE~ . T~ -;::-- "'"1i::;:-"-;:- 4.5 15..1' A 11'-2" A 5 13'-7" A 11"-0" /Ii 5.5. . 12'-4' . A. 10'-11'" A e 11.-4' A 10'-7" A 8.5 10'-S"' A 10'-4- A 7 1,)'..". ,A 10'-2" B 7.5 1,)'-1' . A V-l1" e a 8'-6" /Ii V..o" B r;l 1'-8"' AVoS' e 10 tr-o- A 11'-1" B 11 8'.2'" A 8'..0" e 12 _5"~" A 8'-4" a ~ 13 5"-2" A 8'.2" e 14 4'.10" A 8'-<1" e 15 4.-er ./Ii 7'..fir e 1It ('-3" A 7'-6" C 17.' ....(1'" ..... 1'''" .. C . (l()Mpt. EXPOSURE 4 1T..(J" A 11'-1" /Ii 20 20 20 20 4.5 15'-1' A 10'.11. A 20 20 20 20 5 13'.7" A 10'-0- A 21 21 21 21 5.$ 12'.... A 10'-7" A 22 22 22 22 8 11..... A 10'-4" /Ii 22 22 22 22 8.510'-5"' A10'-TA 23 232323 7 9'-a- A 10'-0- B 23 23 23 23 7_5 V-1" A 17..fir e 23 23 23 23 a 8'-45" A 17.7" B 2-1 24 24 24 8 1'-45" A V-3" B 2" 2.. 24 24 10 8'.v A 8"-11. e 25 25 2S 25 11 8"-2" A 8'-8"' e 25 25 25 25 12 S-.a- A 8"-4- B 2lf 2lt 2e 26 13 S.2" A 8'-1. 8 2lf 2e 2e 2e 14 4'-10" A 7-11" e 27 2"1 27 27 15 ('-er A 1'-.a- e 2"1 ZT Xl 27 18 4'-T A 7.fr C 27 71 77 . '27 17 "'-0" A 1'-3" C 21 21 2a 21 1'0 f~11fr ~ I ;: I ~ I ~ I ~ I ~ I ~ II 19 18 111 '11'-" e 20 20 20 20 20 20 10'.a" e 20 20 20 20 20 20 10'-4" C 21 21 21 21 21 21 10'-0" C 21. 21 21 21 21 21 V-O- C 22 22 22 22 22 22 V.o" C 22 22 22 22 22 22 V.3' C 22 22 22 22 22' 22 11'-0" C 23 23 23 22. 22 22 a..10" 0 23 .23 23 '21 23 23 8'''". 0 24 24 24 23 23 23 1'-11..0 2" 2" 2.. 2" 24 2" 1'-7" 0 2" 2" 2.. 24 2.. 2" 1'-3" 0 25 25 25 24 ~~-....!::!-~~-2!.. 25 18 Ii '" .. '" .. '" '" 21 '21 21 .21. '21 '21' 21 21 '" '" '" '" '" '" " " " " -- ,. " ,.. . 825' NA NA "A NA NA "A NlA TABU: 3.2 TRl8lJTARY WIDTHS FOR SINGlE SP~ ATTAaED ~s PROJEC1lON Of' SINGLE SPNl ~ (fT) 12' 13' 14' 15" lIr 11' 8' es l' 7S tf a.5' es l' 7.S 8' e.5' v l' 7S .. 8S V rilS 7%/ 7.75' 8.2S' 8,75" i%/ 8.75" 7S 8'. as V' 8.5' 10" "'A 8.25" a.7S 8.25' 8.75' 10.25' NrA PfA v.' 8S 10' 10.S' NIl. WA HlA WA 10.25' 10,7S' NfAN'ANlAWAN/A NtA NtA NtA NtA NlA NtA M'A N/A HlA Nt... N1A MIA NI", .. ... 1. 10S 10.15- ,.. 11~ ".. 11,75' 12 NA NlA 11' ,.. . 85' 8.75' r NA. .... .... NI' NA NlA .. . ,.. ,. .,z;- 10" 10.15' .,' "Z;- 115' NlA NA ., '" '" .. ,.. " .'21' ,. " >r: " ("'C '" fi' 231 {.....n., 23/ :r23~ I 2!1 ,. 10.. ... 1IZ;- .... 11.75' .,. 12.25 ,,.. N/A NA .. '" 2. " '" '" '" " " ,.. ,. ,. " " " .. '" '" ". " ,21. ,. 10'.0" C 18 18 1i 18 10'-1" C 20 20 20 20 g..fir C 20 20 20 20 1'-5" C 21 21 21 21 v-r C 21 21 21 21 a'-11' 0 22 22. 22...22 ~-~::.~~ '" '" 8'... ~ 0- -{ 'r1-r .. 22-.., 22 22 '" --';.,~- ~ ....D. :'-_!2~ ...~ '22 22 T.a' '0: ':23, ~';3/""I23 23 1'.-3" 0 23' (n, '/)3\ 23 8'-11' 0 24 24' 24' 2.. . --!:L ~ 1.2E.L~ '\ 24 ;24 '"'i'Ali:IT1 '"' .21:' -.. 22" 23" 10.5" 11.~ 11.S' l1'\~ 11,S\ .'2'.) 11S .~ 12' '..'.\2.5- ':;5'- \~~"/:;~~. 12.25" 12.1S~'~:.13.2s' 12.5' 13' 13S.:, 12.7S' 13.25' 13.15' 13.~_ ..13_5'.. _ ,....... ~::(: .~~:! ;'~.~~.:.~:t~. ~EGC~\J n ./ --:':'. (~?:.;;t. i.' i:.'i.:-\.;../. / -,- -- !.J i-' , ~ 2115121lO4 ~ge.6 of 34 3.0 POST SPACINGS FOR P \T10 AND COMMERCIAL COVERS USING FASCIA IN NORMAL WIND AREAS - 6,~~ Hr t-asaa 5,~W Extrua;: , Fascia AlaSkan FaSCIa :J.:>- t:xuuoea rasc&a AlaSKan fasaa tUJ~ H.t- t-8SCla 7 'Att3ciieo F-reestandrng or Anached Fleestanding Of Anactled Freestanding or AiiaChed - t"reestand1llg or ' AltacheQ Freestancllng or ~ FreestandIng or structure Mu!tispan Units . $I ucture Multispan Units Structure Multispan Units Structure Mu!tispan Units structure Multispan Units Structure Mutlispan Units LIVE TRI. MAX POST MAX MAX POST....",. MAX MAX 'OSY"""" MAX MAX POST CENGTH LIVE "',. MAX POST MAX MAX POST CENGTH MAX MAX POST CENGTH MAX ~ MAXPOST~ L<W> Wllm< POST REon POST _. "",m< . I .. I .. POST "" "",roo . .. I .. . POST "" FOOT~ . I ,. .. LOAD WlIm1 POST REat POST. .... "",m . I,' I. .. POST .... ""',"" . I ,. I. .. POST. MIN FOOTEJl a' I 10' I 1Z- (P$f) (F11 SP""",, FOIl "'''''''''~ POST mE CONSTlWED F<Xl1ER SP""",, POST mE ::oNST :.A#EO FOOTER ""ACHl POST "'E 00HS1I'..... OOTER (PSF) (F11 """""" FOIl SPACIHG-~ OOZE """""'-"" fOOt1'R "''''''' POST mE """"",-",,F<Xl1ER SPACING SIZE ~FOOTER ON .... ....... (F11 1YPE ... ... ... ... (F11 1YPE ... ... ... ... IF1] 1YPE .... ... ... ... ON SlAB SlAB (F11 TYPf ... .... I ... I .... (F11 1YPE ,... ... I ;;;1 ... '(FT) Y Y I"'" J "d'" (F11 ... ... "" ."" ,.. ,., "" ... ."" ",i .., .., .(F11 .., ... .., ,.. ... "'" ... . . . . (in) (In) On) (In)' " 55 12'-4. A .~ A '22 22 22 22 ,,7" A 22 22 22 " 11'-T A 23 23 23 23 90 MPH EXPOSURE C TABU: :S.1 , 11'-4" A .... A 23 23 23 23 '~s- A =~~- 23 23 23 11'-1- A ,. ,. ,. ,. 30,_ . _flq__ A v.n" . lO lO .. lO t(T.cr . .. lO lO lO, "~ e ,lO ,. ,. _ 18__ .~ ,.... 1. v-r A 23 23 23 23 .-,. A 23 23 23 23 10'-10" . ,. ,. ,. ,. 4.5. s-... A '-7" e 20 20 20 20 '-7" e 20 20 20 ,. 10'-1" e 20 20 20 20 7 .-r A .... A 23 23 23 23 9'-1- A ,. ,. ,. ,. 10'-&- . " 2S 2S " . ...-10" A 8"-1- e 20 20 20 ,. .'. e 20 20 20 ,. .... e 20 20 20 20 " V-1" A 1t~10" A ,. ,. " " 1t-11. A ,. ,. ,. ,. ,.~ . " " " " 55 '4'''''- A .-r 0 20 20 ,. ,. .... 0 20 20 20 ,. .-s- 0 21 21 " 21 , ,'-r A .~ , ,. " " ,. a'-9" . ,. ,. ,. " 10'-3" . ,. ,. ,. ,. . ..... A ...' e 21 21 21 21 .... e 21 21 21 21 .'. 0 2' 21 21 21 . r... A 1t-5. , " " ." " .... . " " " " V.l1- . ,. ,. ,. ,. .~ ,... A .... 0 21 21 21 21 It.l- 0 21 21 21 21 8'-11' 0 22 22 22 22 " .... A lr.1. , 20 2B " 2B .,. . 20 20 " " .~ . 27 27 27 27 7 ]'.5- A N' e 21 21 21 2' .r... 0 " 21 21 21 ..... 0 22 22 22 22 11. .-. A 7'-10" . 20 20 " 20 7'-11- . 20 20 20 20 .-. . 27 27 27 27 7.' T-. A T... e 21 " " 21 T'" e 2' 21 21 21 .... 0 22 22 22 22 " 5'-&" A r,7" . 27 27 71 71 r-r . 27 27 27 27 8"-117 . ,. " " " . ,... A T', 0 22 22 22 22 1'.3. 0 22 22 '22 " 8'-1- 0 22 22 22 22 " 5'-7" A H' a 27 27 71 27 ,.... . 27 27 27 27 ,,7" a " " " " . ...' A .~. 0 22 22 " 22 "'.10" 0 22 22 22 " 7"... 0 23 23 23 23 .. 4'-10" A r-. 27 27 71 27 ,..,. a 27 27 27 27 .... e ,. ,. ,. ,. " ,... A .,..5" 0 22 22 " 22 .... 0 22 22 22 22 .7'-3" 0 23 23 23 23 " .'... A T... " " " " 7'.1" a " " " " a'-1- e ,. ,. ,. ,. 11 ,-. A .'. 0 23 23 23 23 .'. 0 23 23 23 23 "'-11" 0 " ,. ,. ,. " 4'.3" A (1',10" " " " " 6'-10" . " " " " 1'.11- 0 30 30 3D 30 12 ,... A 5'-11" 0 23 23 23 23 5'-11" 0 23 23 23 23 ,,7" E " ,. 24 ,. 17 ..... A 8'.a" 28 2a 28 28 .-r . ,. ,. ,. " T-e- e 30 .30 30 3B 90 MPH EXPOSURE C &OMPHExPQSURE ;--- - -1- - - - - ., . .'... A a'-10" e " " " .. 8'-11- 0 " " " " .-r 0 lO lO .. .. 20 . S'-11- A 10'.9" : 20 20 '" '" ..... . 20 '" '" '" 11'-3" a '" '" '" '" .. ''<1' A S'''''. e lO .. lO .. 8".5- 0 " " " " .~. e " " " " ... 7'-11- A 10'-4. '" 20 '" 20 10'-4- a 20. ,20 '" '" 10'-10" . '" '" '" " . T'7" A 1'-11. e " " " " ..... 0 " " " " 8'.10" 0 20 '" 20 20 5 7'-1- A 9'-11" . 21 " " " ..... a " " " 21 10'-6" a ." 21 21 " 5.' N" A T-e- e " .. " " T~7" 0 1. .. " lO .... 0 20 '" 20 20 '.5 ...' A .-r . 21 21 " " .-e- . 21 21 2' " 10'-T a " 21 21 21 . ,... A T', 0 '" 20 ",. .", r,,. 0 20 '" '" '" a'.l" 0 20 20 20 20 . 5'-11" A .... a 21 21. " 21 11"-5" . 21 21 21 " 9'.10" . " 22 22 22 ... ,... A (1'-11" 0 '" 2li 20 '" r... 0 20 '" '" '" r... 0 " 21 " " ... S'-5" A .... a 22 22 " " 9'-1" a 22 22 22 " '-7" e " 22 22 22 7 '~7" A .-e- 0 '" 20 '" 20 .... 0 '" '" '" '" r... 0 21 21 " 21 7 5'-1. A ...' a 22 22 " " 8'-9" e 22 22 22 " .-s- 0 23 23 23 23 " >-5' A .'S- 0 '" 20 20 '" .... 0 '" '" '" '" T-3' 0 21 21 " 21 7.' ..... A ...' 0 22 22 " '" .'S- e " " " " 0-. 0 23 23 23 23 . _2"~. A '-T 0 " " 21 21 .... 0 21. 21 21 21' T'" 0 21 21 " " a .'... A a':1.. 0 22 22 " 22 .'. e 22 22 " " 0... o' 23 '23 23 23 , ,-<r A 5"-11" 0 " " 21 21 5'-11- 0 21 21 21. " 8'.7"'. . 22 22 22 22 , 3'.11" A r~7" e '23 23 23 23 r-e-. 0 23 23 23 23 a'.r 0 ,. ,. 24 24 10 l'.:v A "7" 0 21' 21 21 21 .... 0 21 21 21 .21 ",. . 22 22 22 22 10 T-r A 'T~ C 23 23 23 23' r..' e 23 23 23 23 8'-T e ,. ,. ,. 24 " .1'-7" A. .... 0 22 22 22 22. ...' 0 22 22 22 22 .... E 23 23 23 23 " T,. A (1'-11" e ,. 24 " ,. r... 0 ,. 24 24 24 r-v 0 25 25 25 25 110 MPH EXPOSURE C 12 7.11. A '-7" e ,. 24 " ,. .-e- 0 ,. ,. ,. ,. r,s- 0 " 25 25 2S ",. . T'" A V-1. 0 21 21 21 2' 1'.3" 0 " " " " 8"-1~ 0 '" 20 20 20 13 .... A ...' C ,. ,. " 24 (1'-5" 0 ,. ,. 24 ,. r-. 0 25 25 " 25 '.5 ,-r A 8".11- E 22 22 22 22 8'-10" 0 '" 20 20 ,.. T-r 0 '" '" 20 20 " ,... A 8'-1. 0 25 25 25 " .'. 0 " 25 " 25 G'-11~ 0 " " 25 " . ,... A 8'.10" . 22 22 " 22' .... 0 '" '" 20 '" 7",,. 0 21 21. 21 " . DoMPHExPo.sa.n: ~ .~ .,. A a'-r E 23 23 23 23 ... 0 20 20 20 ,. 0'-11. 0 21 21. 21 21 ,. . 8'-11" A ..... . 20 20 ,. '" ..... a 20 20 '" '" 11'-T a ,. '" .20 '" a ,... A ...' . 23 23 23 23 5'_llw 0 21 21 21 21 ,,7" 0 2' 21 " 2' .. 1'.11- A 10'''''- . 20 20 2ll '" 10'''" . '" 20 '" '" 10'.10" a .. '" '" '" a~ 1'.10" A ..... . 23 23 23 23 .... 0 21 21 " 21 .... E 22 22 22 22 . 1'-1- A 9'-11" . 21 21 21 21 IV'" a 21 21 21 21 IV'" a 21 21 21 " 7 ,.... A T-r E 24 ,. 24 ,. .... 0 21 " " " ~..E...~ 22 22 22 55 ~~. A .... ." 21 21 21: 21 .... a " 21 21. 21 10'-7" a. .21 21 21 21. 7.5 1'.1" A' T-S' E " '24' .,. 2' 5'-4-' E 21 '.21 21 21 :~~P_~I:1bCI~ ~. 22 . 5'-11- A .... . 21 21 21 21 .-s- a 21 21 21 " 9'-10" a " 22 22 22 a ,.... A r~. E 24 ,. ,. 24 H E '" " 22 .22 .. ...5'1l", A '."'-0:' a . .22: . 22. ." .22 .9'.1" a 22~ " ..22',. .22,: ..,9'-7" e ~" .22 '22 22 '. ~'~x:-~GINE~ 7 5'"-1" . A .-r . 22 22 " 22 ..... 0 " " " " .... e 23 23 23 23' 11ABll:: J,31-'oSt ReqUirements for 'i'ABLEJ,4 POst Requirements tor " .'... A ...' e 22 22 " 22 .,s- e 22 22 " " .'. 0 23 23 23 23 . Attached Structures Freestanding Structures ~ "t- . 4'-5" A 8'.1. 0 22 22 22 22 .-. e " " 22 22 .... e 23 23 23 23 I~t Description M'" POST Post Descriptlon M'" f'OSl Q:- 72580PE ~ . 3'-11" A T'7" 0 23 23 23 23 r-e" .e 23 23 23 23 a'-7" e ,. ,. 24 24 Hot Height 10 3'... A r~,. 0 23 23 23 23 N' e 23 23 23 23 a'.T 0 ,. 24 24 ,. TWin O.03T'X1.5"X1S .. A 6,041"'X3"'XJ'" Steel aover 8' E " ,-. A (1'.11- e 24 24 ,. 24 r-<r e 24 ,. 24 ,. r-v 0 " 25 2S 2S Clover O.024"X3"X3" Alum I? A Q.l88"X3"'X3" Steell?9.uare 1S- F 12 7-11" A ,,7" e 24 24 ,. 24 .... e ,. ,. ,. ,. T-S' 0 25 " 2S " O,024"Post wIh Sidee1ates 1<7 A D,l88"X4''X4~ steel SQuare 18' G " ,... A .... e 24 24 ,. 24 .... 0 ,. ,. ,. ,. T', 0 25 " " " CloYer O,04O"x3"x3" Alum lZ ~ ~. 168'')(5'')0- steel sQuare 18' H .. ,... A .,..1. 0 2S 2S " 2S .-. 0 " " " 25 0'-11" 0 " " 28 20 Cofonlal 0,062" Eldruded lXc- O.041"x3"x3"steelOover lZ 0 GENERAL INSTRUCTIONS FOR THESE TABLES Q.041"x3"lG3"steelClovef 8' E ~p 1.. O1OOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN A TIACHED UNIT USE THE POST SHOWN O.l88"'x3"x3"Steel~Uat8 IS- F rrPDS~ 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT D.lIl8'"X4'"x4-5t8etSquare 18' G -j 3, DETERMINE WINO ANO SNON LOAD OF STRUCTURE SITE FREESTANDING AND MUlT1SPAN UNITS USE TABLE 3.4, 3.9 OR 3.; i. 1 j (pATIO UNITS USE 1'0 P8F MIN, COMMERCIAL UNITS 9. FIND THE OIC SPACING OR t OF FASTENERS FOR ATTAOiING . 1 able J.~ Post SUbstrbJtes ..I USE 2lPSF MIN) TO WAll FROM TASLE 10.5 SQuare Circular' . f'CCTlI<<>",\ '.' ',y.. 00 .....-rcolCR .:: 'd' J lltr!'!RATIOiI! DATE: 12/31/ 4. Q-K)()SEA PANEl FROM ,TABLES 1,1 TO 1" THAT HASAoeauAre 10, USE THE APPROPRIATE DETAILS . O.Q41""X3'"X3"' O.l8B"X3"D '-'~ l a.EARSPAN FOR YOUR NEEOS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 0.1S8"x3"'x:T O.18lrX4-D 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2. 3.7 OR 3.12 SlAB 7..oETERMINE MAXIMUM SLAB SPACING FROM TABLE 3,1, 3,6 OR 3.11 O,lB8"'X4"'X4- O.lf3lrX5"D I---,y- -,,,,--1 CAlaJtA TE FROM TRIBUTARY DIAGRAM ON PAGE ~2-2003 SLAB 8. USE THE SMALlER OF THE SlAB SPACING OR HEADER SPACING O,l8H"X5':'X:)"'IO,l8tf"X6"D NON-CONSTRAINED CONSTRAINED 2/1512004 6. Q-i~AHEAOER FROM TABLES 3.1,3.6 OR 3.11 THAT HAS SLAB 9. POST 'A' MAY BE USED FOR ALL ATTACHED UNtTS ON SLAB Page 7 of 34 AlJEQUA TE POST SPACING. SlAB 10. FOLLOVV 9 AND 10 FROM ABOVE 7. USE THE Ar-r'i',vr'n.IATE FOOTER StZE SHOJVN. 3.0 POST SPACINGS FOR PAno AND COMMERCIAL COVERS USING FASCIA IN NORMAL WIND AREAS Ga1IfOmaa fasaa I AiiacheCI Freestandtng or SlnJctuno Multisoan Units '. tW.X MIU( POST L.S<<nH POST MlNFOOTEiI 1'110"117 SPACING POS1 SIZE CONS'f'fWNED FOO1'ER ...::.::;; ;:;I~J~ ~_~asaa~m. _I i AttacheCI Freestand~ or Structure MultisDan Units w.x POST w.x YAX POST LB<<nH POST ftE:O'O POST MW FOOTER 1'1 U7-1 12' SP....,.., FOft SEI' POST SIZE 00NSTRAlNED FOOTER <;lHSlA8 st.A8. (FT)' TYPE.'y Y I ....1 .... (FT) . '. (k>4 .~ (In) (irI) onMPH EXPOSURE - -- 10 ~ ~ A lfioC" A 22 25 Xl 28 4.5 15'-1' A 14'-r fl+. 23 2S Xl 28 5 13'-7" A 14'-3" B 23 2S 2D 2B 15.5 12'-4" A 13'-10" B 24 25 2l:I Z1 15 11'-4" A 1:1-0'" B 24 25 28 Xl 15.5 1a-5" A 12'-10" B 24 24 26 Z1 7 17-tt' A 11'-11" B 24 24 2S 2l:I 7-5 V-I. A 11'-2"' 8 24 24 2S 26 a tt-O'" A 1a-tt' B 24 24 24 26 8 T-O'" A17-4.82" 242425 10 6'-9" A 1'-5' 8 24 24 '24 24 11 6"-2'" A T.f!' 8 24 24 24 24 12 5'-8" A ToC" 8 2" 24 24 24 13 5'.2"' A tt-6" a 24 24 24 24 14 4'-10" A 6'oC" B 24 24 24 24 154'-&" A 5'-8"B 2S 252525 184"-T A 5'.3" B 2S 25252:5 17 4'.0" A 5'..(7' B 25 25 25 2S 100 MPH EXPOSl.JR'E e--- " 11'.{)" A 4.5 15'-1- A '5 13'-7" A 5.5 12'-4" A o 11'-4' A 8.5 10'-S- A 7 V-tt' A 7-5 17:" A . tt-6" A 8 1'-6" A 10 6"-9" A 11 1'.2"' A 12 5'-8" A 13 5'-2" A 14 4',10" A 15 ."'-6"., ._ A 18 .r-T A . :"1'1'- ".'~ .:'A'. - iiO"M'PH EXPOSlJRF5 ; '----- 4 1T.{)" A 13'-3' A 4.5, 15'-1" A 13".{)" A 5 13'.r A 12'-8" A 5.5 12'-<4' A 12'-6" B CI 11'-<4' A 12'-2" B CI.5 10"-5" A 11'.11- B, 7 17-8" A 11'.7" B 7.5 17-1" A l1'-T B a tt-e- A 10'-0'" B II 1'-tr A 17-4" B 10 tt-V A 1'.5" a 11 6'-2'" A 1'4I' 8 '25'-1" AT.{)"B 13 5'-2'" A 1'-0'" B 14 4'-10" A tt.(l" B 1.5 4'-6" A 5''''' B 115 4'.3" A 5'-3" a 17 4'.{)" '" 5'.(1" B r-:-I'~::I.=~lEC: I"~:';'- - 5 13'-1" A 11'-8" LOVE '!"'O ...., TRIa """'" (FT) ,. ,. 13'-8" 13'"3" 'N. 17-tt: 17-S" 12'-1' 11'-8" 11"-2" ..... N' a'-S" 7-8' N,. .... '-<1' .... 5'-3" 5'-0"_ A A A . a . a . . . . . a . a . . .. 21 22 22 " 23 " " " " " " " " " " .2S 2S "25. 25 26 27 25 ,. " 24 26 Xl 24 2lI 2'1 24 2S 2'1 24 2S 27 24 25 26 2" 25 26 24 24 26 2" 24 25 24 24 24 24 24 24 24 24 24 24 24 2. 24 2. 24 2S 25, 2S " " " 2S ,~ .25-. --- 11'",. 11'.2" 11'-()" ,.... 10'-1" .~0'-4. 10'-2" 9'-11' .... .'.. 17-1' .... ..... .-,. 1'.11- .,.... .r... :':1';3".. '2'-1" 12'-4' 12'.1' 11'-8" 11'..5- 11'.2" 10"-10" 10'-7" 10'-$' '.-<1' .-,. .-,. .... ..... a"l' 1'.10" r,,. N. 11'-1- 10'-11" ,.... 10'-7" 10'-5' 10'.2" '.-<1' 17-10" ",. ..,- a--11" .... ..... .-,. 1'-10" r,,. f.... r,,. A 21 21 "21 21 A 21 21 21 21 A 22 22 22 22 A 22 22 22 22 a 23 23 23 23 B 23 ~ 23 23 8 24 24 24 24 B 24 24 24 24 8 24 24 24 24 B 2:5 25 25 25 B 26 20 2tI 2tI B 26 26 28 2ll a 28 26 26 26 B 27 Xl Xl 27 B 27 27 27 21 C 27 21 27 27 C 28. 28 28 28 c ..2!-...2!...-2!.:......:!- A A A A A A . . . . . . . . . . c .C 20 21 21 22 22 23 23 23 " " " '" '" '" " " " ",. 20 21 21 22 22 23 " 23 " " 2S '" '" '" " V-. " ,.. 20 21 21 21 21 21 22 22 22 22 23 23 23 ~ 23 23 24 24 24 24 2S 2S '" '" '" '" '" '" " " 27 .27 " " :za ..28. -- " 22 22 23 23 ,. " " " " ,. " " ,. " 2S 25 25 ~ " " " ". " '" '" '" A. 20 2D 20 A 20 20 20 '" 21 21 21 A 22 22 22 A 22 22 22 '" 23 23 23 B 23 23 23 B 23 23 23 e "24 24 24 B 24 24 24 B 25 25 25 8' 25 25 25 8 2G 2e 2G B 2tl :ze 20 8 :u ~ 27 8 27 21 21 C 27. 21 27 :...2...~..2!..._2a 25 '" " ,. " " " " " " " " " ,. " " 2S 2S .'" '" '" '" 2S 2S " 25 " '" " " '1.4 24' 24 24 24 24 24 24 " " ". " " " 2S 25 -- . ClaSSIC I-'asaa ~ Atta~ Freestanc:l~ Of Structure Mullispan Units ~ w'xPOST LfNGTH POST MlN FOOTEJl If I la I 12' SPACING POS1 .SQfl: OCIHS1'RAI4EDFOOTER (FT) TYPE' V "'!" I "d".1 "I:l" --~~ llt-T A 22 22 15'..a- B 23 23 15'-1" B 24 24 14'.8' a 24 24 14'.3" B 25 25 13"11' a 25 25 13"-r 8 25 25 13'-T 8 2lS 215 13'.{)" 8 2e 26 12'-6" 8 Z7 21 12'-1' C 2a 28 11'.f!' ~ 28 28 11..... C 29 2g 11'-1' C 29 2D 10'-9" C 30 30 1a-7" C 30 30 10'.... 0 31' 31 ~~-2.!....31 15'-6"' A 22 15'-T B 23 1S'.{)" a 23 1<4'-8". 8 24 14'-3" B 25 13'.11' B 25 13'-7" B 25 13'-3" B 2e 13'.{)" 8 2tl 12'-6"' a 27 12'-1' C 28 11'-8" C 28 11'"," C 251 11'-1' C 29 10'-9" C 30 la-7" C' 30 10""" 0 . 31 W-1. '0 31 21 '" 21 22 22 " " 23 ." " 2S " '" '" " " ." 2B 15'.2" '" 1.'-11' A 14'-8. B 14'-S' 8 '''''2" B 13'-11" B 13'-1" a 13'-3" B 13'-0" B 12'-6" a 12'-1" c 11'.f!' C 11--4- C 11'.1' C la-G'" C 10'-6" C '0'-2" D V-11" 0 23 " 23 ,. 24 2. 24 24 " " 25 " " " '" '" '" '" 27 " '" ,. '" '" " " 2S " 30 30 ~ ~ :1 22 23 23 " 2S " " '" '" " 28 2. ,. " 30 30 " " 22 " " 23 23 " 24 24 " 2S " " " " '" 2B '" '" " " 2B '" " " " " " " 30 30 30 30' 31 3~ 31 31 '22 23 23 " 2S 2S " '" '" " '" '" " '" 30 30 30 " 22 22 23 23 23 23 23 " " 24. 24 24 2S " " 25' 2S 25 25 " " '" '" '" '" '" ,. Xl Xl 27 '" '" " '" " 28 29 2Sl '2ll '" '" '" 30 30 30 30 30 30 3Q 3Q 3Q 31 31 31 n:.;I~1 :1:/=1::1 "'" lOAD ...., """ WID7H (FT) MAX : POST SP....,.., ON su.a (FT) llOUPH .iQ>()SlJREB 4 1'.2" A .5 1''''. A. S 5-oV A 55 5'-T A e 4'-8" '" 0.5 4'-5"' A 7 4'-1" A 75 :1-10" A a 3--7" A II 3"-2" A 10 '2'-10" A 11 2:-1" II 12' 2'-4" A 13 '7-2" A -OO'MPj':~EC 25 4 T.2" A 4..5 0'-4' A 5 5'-17' A 5.5 5'-2" A O. 4'-9" A 05 4--5" A 7 4'-1" A 75 3'-10". A 'II ~-7". A II 3'-2'"'." 10 2'-10" A 11 2'-1" '" 12. ..2'::,. A 13 2'.2" A - ~ EXPOSuRF ':I 30 4 tt.{)" A 4..5 5'-4" '" 5 4'-10" A 55 4'-4. A o 4'.{)" ,'1, 8.5 3''''' A 7 "3':-5"-" A- 7,5 3'-2" A a 7-0" A SI 2'-8" A 10 2'-5" A 11 7-2" A 12 2'.q" A 25 """", .... 'C" . " 2 2.s- . 's .. .... . . r . .. ... . N1A N1A . N1A N1A N1A N1A N1A N1A . .... .. 5.5- 5.7S' 'NIA. NIA . '~A N'A ..... N1A . NA ..... MAX "'" POST FOR SPICKi """ .(FT) Newpoct fasaa ~m ~FrOOstancIlngor SlriJcture MuttispanUnils MAX POST"""'" MIN FOOTER tr I 10' I 12' F'OS1 SIZE IXlHinwEo FOOTER TYPE _"If' y. I. "d" I y ~ '.-<1' 8'"11- '-<1' N. .~. .-,. ..... .~' '-<1' .'... "-<1' .~. .~' 3'.1. . . . . . . . . . . . . . . " " " " ". " " " " " " " " " 23 22 22 " 21 20 '" 20 " " " " " " '" 23 23 22 22 " 21 " '" '" ,. " " " " 25 " 23 23 22 22 22 21 " '" '" " '" caIlfomsa Fascia ~F~CI" SlnJc:lure M_umts MAXPOST"""" 8' In7 (17 ~I"')."':" '(In) <.:L.l....!i. MAX POST SP~ (FT) .... POST 7YPE Uasslc f-asaa Altachea Freestan::!mg or . SlnJc:lure Mullispan umts MAXPOSTlENG111 ,. 110' (12' :<lNSTlWlED F<XmR "'1"'1'" (In) lIn).J!!L """'" "'" ... .., "'" POST "'''''''" .(FT} ,,,,,,.. "'" ... .., .... 10'.T a 111 111 8'-10" B 20 2D V.... 8 20 20 1".11- B 20 20 1'-8" C 21 21 1'-7 C 21 21 T-11" C 21 21 1'-r C 21 22 r.e C 22 22 T.{)" C 22 22 (5'.7" C 23 23 6'..... 0 23 23 (5'.{)" 0 23 23 5'-10" 0 2<4 24 -._-- 12'.... C 21 21 21 22 12'-:r C 21 21 21 22 11'-10" C 22 22 22 22 11'-CI" C 22 22 22 22 11'-T C 23 23 23 23 111.11- 0 23 23 23 23 10'.7" 0 23 23 23 23 10'-5" 0 24 24 24 24 111.2" 0 2". 24 24 24 D'.v 0 25 25 25 25 1'-4" 0 25 25 25 25 8'-11" E 28 2lI 28 26 3'-8" E 28 20 28 28 - ~ ...!... ..2!... -2!.. -2!.. ~ " " " 22 22 22 -21' 21 20 '" " " " ..... .... .... .-,. .,.... T'" T-)" ,.... .... .~' .... S...... .... . . c c .c c, ..c c c . . . o .. . ,. ,. 10_25' ,.s 1(U$" ". ".25' II. NA ..... " '" ,. '" 21 21 21 22 22 22 23 " " " '" '" '" '" " 21 21 " 22 22 23 '23 " ." la.(l" B 19 23 24 25 10'"3" 8. 111 18 111 20 1a.,- 8 111 1e 2l) 21 8"-11- 8 111 22 23 2S V.10" B 20 20 20 20 V-10" B 20 ~ 20 21 a'-O" a le 22 -23 24 D''''- B 20 20 20 20 v.... a 20 20 20 21 1'-4" a 111 21 22 23 3'-11' B 20 2D 20 20 1'-11' B 20 20 20 20 tt,ra,e 212223 8'-rc 21 212121 I'4'C21 212121 1I'.T 8 19 20 21 22 "'-T C 21 .21 21 21 1'.2" C 21 21 21 21 5'-8" a le 20 21 22 T-l1" C 21 21 21 21 T.l1. C 21 21 21 21 5'-4- B 19 20 21 22 .1'-8. C' 22 22 22 22 1'-r C 22 22 22 22 5'-0" B. 19 III 20 21 T-5" C 22 22 22 22 1'-5" C 22 22 22 22 4'-CI" B 19: 111 20 21 T.{)" C 22 '22 22 22 T.(I" C .22' 22 22 22 4'-()" B 19 HI III 20 1I'-7" C 23 .23 - 23 23 (5'.7"- C 23 23 23 23 3''''' 8 19 111 111 20 8'-4- 0 23 23 23 23 6'-4. 0 23 23 23 23 3'"" a 111 le 1e 1e 6'.{)". 0 23 23 23 23 fJ'-O" 0 23 23 23 23 3'-1" B 111 111 111 20 5'-10" 0 24 24 24 24 5'-10" 0 24 24 24 24 - --- - - ~ - - -- - -------.;.. - - --- S'-4. r,,, .... 6'.1' 5'-7" 5'::z:' 4'.10" ..... 4'.T ,..... H 3'-1" 2'.10" . . . . . . .. . . . . . . " ,. " " " " '18' " " " ,. ". ,. 22 21 21 '" '" '.' -'le,' " " " " " " " " 22 21 21 21 .2(j '" '" " ,. ,. ." " " " '" ",. '" 2i 21 21 22 22 22 23 111 111 20 12'.(1" C 20 20 111 Ie III 11'"7" C 21 21 111 111 Ie 11'.2" C 21 21 20 20 20 111.10" 0 22 22 21)' 20 20' la-r..2.. 22 22 20 20 20' 1D'-"""'O.~~".. ,... f ., -<'_ur'. '21 21 21-' ~~'€", 0 ,;,~,_. ',. 21 21 ~"V-8" .'0-' "'23 ' \'23~ ~ ~ ~ : ;;t~ ;~f,,:{ :t, = ~ ::;:'7=-~:i~F~' ~ ..:A.~-'E-"2s-25 21 22 21 22 _21 22 22 22 22 22 " " " 23 \,23 23 "\c:Z4: 24 '1.'2.\ 24 25 " ~ 25" 25 , 125._-.-'25 TAB .f 3,6 1. . 5.. . US' NA NA NIA NIA NA NA NIA TABLE 3.7 TRIBlJTARY YVIDTHS FOR SN3lE SPNIl ATTACHED STRI.JCn.RES PROJECTION Of SNllE stW4 ~S (FT) 12' 13' 14' 1,. 16' 11' I' OS T 7S 8' AS' 8S l' 7.9 8' 8S 17 l' 7S I' a.s' v e.S' 7.25: 7,75' a.25' 8.7S' 1l.25' 8,75' 7.5' 3' e.5'. v 1l.5" 10' NIl, a.25' a.75' 8.25' 1l.75'_ 10..zs. NA Nil, it 8.$' 10' 1(1.5"' NlA NlA NIA NIA 10.25' 1075' N'A ""A NIA HlA Nil, N'" Nfl+. Nt" NlA ,..'" NtA K'A NIA Nlfl+. NIA M'A N'A NA '" I. "S II. ".25' 11.5' 11.75' I> '225' '<0 NIA NIA u- 'S . .. 8.75' T NlA NA NIA N' NA NA .. .... '0 10.S' 10.75' 11'. 11.25" "S 11.75' '7 NA NIA r--'l. ;u 2~ 21', 2)" .i "J~':\ , ',lS)i \~(30N ,'\ / 11' 117'-,'\:/ ClI . r. f\\) ~., : ':-" ..- 11.5" 2'_~ '12~5' i 1 r::, :,'_\'..' -;.':::~ / 11.75' 1 ; /l~12.75'" _:-..:.....<~ ',:;:' t ./ . 12' 12.5"''':!13'." \,:::\j \ .~,/ 12.25' 12.75' 13.25'_~ . ~.../ 12.5' 13" 13.5' '2.JS'"-IJ.25'- ""13.75'"" ------.,---. 'rc:X~3f.~!\Ti-fr:\! =i~\;'t: 13:S--I4'''-'-'-14..5'~ m WI, tlJA 211512004 Page 8 of 34 3.0 POST SPACINGS FOR PA no AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN NORMAL WIND AAEAS lNE l""" (P~ TRIa ""DT>< (FT) POST REO'D FOR SlAB n 10 ~ ,. -" ,. U.LM2iC:f"XIS- Heaoet' ~ Freestanding or struclute Muttispan Units ""'POST"""" 'S' 110' 112' CONSTlWNED FOOTER ...,...,... (kU (kll {lnl "'" POST sP",,", (FT) .... """ TYPE A . . . . . . . . . . . . . . . . . '.' . . . . . . . . . . . . . . . . . FOOTER me. ... .(kI). " 22 22 23 23 23 " " " " " '" '" '" '" ,. '" '" '" " " 22 22 23 23 " " " " " '" ,. '" ". '" '" '" " " 22 22 23 23 23 " " " " '" .. .. .:is .. .. " " " " " 23 " " " 2S 2S .. '" .. .. .. '" .. " 23 23 23 23 23 23 " " " 25 25 .. .. .. .. 2B 2B 23 23 23 23 23 23 23 23 " " 2S 2S 2B 2B 2B ,. 2B 2B .. 2S 2S " 2S 2S 25 " " 25 2S .. 2B ,. " '" .. 2B 2S 2B 2S 2B 2S 2B 2S 2B " 2B 2. 2:5 2. " '2. 25 2. 2S " 2S 2S 25 2S 2S 2B 2B ,. '" '" 2B 2B 2B 2B 2B '28. "28 -- 2S 2S 2S " 2. 2. 2' 2. 2. " 2S 2S 2B 2B 2B 2B 2B 2B fJouDle u'P-~.bL:>>- ~der1 AI1achedFreestalldtng()( structure Multispan Units MAX MAX POST LENGTH POST MlN FOOT~ I' I 10' I 12' SPACING POSl SlZC. 00NSTRAltE0 FOOTER .(Fl') TYPE "ll" "ll" I "ll" I ... __-.l!L (n) (k'll ~ booDle U.LMro":W2f Heaaer Attached If'reestanding or _~ Multispan Units MAJ( UAX POST lENGTH POST MlN FOOTER 8' I 10' I 12' SPACING POS1 SIZE CONST'IWNED FOOTER -=-=;; ~-I~.I~ 2' 27 2B 2B '" .. 2B 2B " " 2S '" 2B 2B .. 2B '" 2B ~A 12'08' A 12'~- A 12'..(l" II 11'08' e 11'~" e 11'-0" e 10'~ 8 10'-5' 8 .17.10'" 8 v.... 8 8'-11" B '4' . .... . T.S' B .,..11- 8 ,",,' . 8'-2" 8 2' " 22 23 23 23 2' 2' 2. 2S 25 2B " 2B " 2. '" '" 23 23 23 23 23 23 " " " 2S 2S 2B '" '" '" '" 2B 2B 2S 2S " " " " " " " 2S 2S '" 2B '" '" 2B 2B '" 11'..v A 2l) 23 ~-;s-- 11'-e" A. 21 23 2. 25 11'.3". A 21 23 2. 25 11'..(1" " 22 22 ~ 2S 10'...v'A22222.25 10'-e" 8 23 23 2J 25 10'.3" 8 '23 23 2J 2. 10'-0" e 2. 2. 2. 2. V...v' e 2. 2. 2. 2. V~. 8 2. 2. 2. 2. "'11' B 2S 25 2S 25 8'.7" e 25' 25 25 2S a"'3"828282828 8'-0"82&282828 r~. 8 20 28 28 28 8'.11- 8 28 26 2ll 28 8'.:s- e 28 20 28 28 '8'.2" 8 '2& '2fI' 28. 28 _ _ ___.0.....-:. _.:.-- 2B '" 2B 2B " 2S 2S 2S " " 2S 2B 2B 2B 2B 2B 2B 2B 1"-0" A 20 n 11'.3" A 21 2J 11'-1' " 21 22 10'.10" !- 22 22 10'-7" A 22 22 10'.... A 23 n 10'.1- 8 n n V.10'" 8 23 23 V.7" B 2. 2. 17-2" 8 2. 2. 1'-10" 8 2S 25 8'-e" 8 25 25 8'.2" B 2G 28 T.l1- B 28 20 T.:;- 8 28 28' . 0'-11- B 213 213 '8'~ . B 2G 2G ...!:!.......!..~.2!... " " " " 23 23 23 23 " " " 2S 2B '" '.2B 2B 2B 2B 2B 2B 2B 2B " 25 " 2S 2S " 2S 2B 2B 2B 2B 2B 2B 2B " " 2S 2S 2S " " " " " 2S 2S 2B 2B 2B 2B 2B 2B 1a'-6'" 1&"1' 1T.r 1T.1' 18'.7" 18'.2" '.4' 15'.3' ~.'...v' 13",11" 13'.3" 12'-&' 12'.1- 11'.7" 11'-2" 10'-10'" "4' 10'.2" 18'08- 1.,.-5- ..... 15'-8'" 15'.3" 1.'.11- 14'.7" 1<4'.2" 13'.10" 13".3" 12'08- 12'.2" 11'-4'" 1,....- 11'...0" 10':&. 10'.... .10',.Q"'_ . . . . . .. . . c c c c c c c . . . . . . . . . . . . c c c c c c c o '~D: 18'.... A 22 16'-1" 8 23 1S'.v 8 2. 15'-5- 8 2. 15'-0" 8 25 1....... 8 25 1...... 8 28 1.....(J" B 26 13'-8'" B 71 13"-1- C 27 12'.7" C 28 12'-1- . C 2a 11'08' 'c Zl 11'-3" C 29 10'_11- C 30 10'.7" .C 30. 10'-3'" 0 31 10'.()" 0 31 --- 23 " 25 " '" '" " 27 " " " " " JO JO JO " " 23 23 " " 2S ,. ,. 2B " 27 ,. " " " ... JO " ~31 . 2B '" '" 2B '" '" " 27 27 ,. 2B " " JO JO JO " " 2B .. 2S ". 25 .. .. 2B 27 27 " " " " 30 30 " "31 .. 2S " 2S 2S 2S '" .. 27 27 2B " " " .. 30 " " " " ,. " " " 27 27 27 2B 2lI " " .. 30 .. " " 27 27 27 " " '" '" ,. " 27 2B " " " .. .. " " " 27 27 27 2B '" '" " 27 27 " 2B " " 30 .. " " I:I~I:I~I:I 1"'...v' 1<4'-6'" 1.....2" :. ::~"'" =~~~~ SPACNJ FOR SP; SIZE CClNS'TRADEO fOOTER ONSlAB SlAB (fT). '"If'.ff' I .... I ... (FT) _ '{kll (In) (lnl (klJ ilMPH :xF'OSURE 8 4 r.2" A ..5 8'~. A 5 S'.v A 5.5 S'2" A 6 .'-B". A 6.5 4'.5" A 7 4'-1" A 7.5 3'-10" A /I 3'-7" A II 3'-2" 'A 10 2'.10" A 11 2'.7". A 12 2'.... A 13 2"2". ;.. - OOMPH EXPOSURE C 2S 4 1'.2" A 10'.7" B 18 23 24 ...5 8'~- A V-7" B 20 22 24 5 5'-It' A go.2" 'B 20 22 23 5.5 5'.2" A 8'--6'" 8 20 22 23 G .'-It' A 1'.v B 20 21 22 6.5 4-":;- A 1'.2" 8 20 21 22 7 4'-1", A 6'-8. B 20 20 22 7.5 3'-10" A 8'.3- 8 20 20 21 8 3'.7" A 5"'10" B 20. 20 21 9 3'.2" A. S'-2" B 2D 2D 20 10' 2'-10" A .'.fl'".. 8 20 20 20 11 2'.7" A 4'-3' 8 20 20 20 12 2'.... A 3'-11- e 20 2D 20 13 2'.2"' A 3"-7" B 20 20 20 - SO'MPHEXP05UREB - - -- - - 30 . 6'.()" A v.... 8 111 22 . 24 2S 4.5 5'.... A ll'..a. B 19 22 13 24 5 4'-10" A 1'4' B HI 21 22 24 5.5 ....... A 1'-1" 8 19 21 22 23 8 4'-0" A 11'-0" B 111 2D 22 23 6.5 3'''''' A (f.(J' 6 ~9 20 21 2? .7.. 3'-5" _'.A. .s.r. ..8. ~:111-:': ".20.. 21".22 7.5 .)".7" A 5'.2" 8 111 UI 20 21 8 3'-0" 'A 4'-10" B '" 18 20 21 II 2'..... A ...~. B 19 19 19 20 10 2'-5" A 3"11' B 19 III 19 20 11 2'.2" A 3'''''' 8 111 111 111 19 12 2'-0" A 3'.3'" B 19 19 tg 19 UVE ""'" (PSI') TTU. """'" (FT) ." " " " 2B 2B 2lI 2B 2B " 2B " " .. ,. .. " " 2S 2B 2B 2B 2lI 2lI 2B 27 27 27 27 2lI " " " .. .. " '.31_ 2B 2B 2B 2B 2B 2B " 27 27 27 " 2lI " " .. .. 31 " OVER, lWlG ..J!:!L . " 7 2. , 3... .' ... " . T . .. 4.5' . N/' N/' N/' N/' N/' N/' N/' N/' . ".5' . ,.. 5.7S' N/'. N/' N/" N/' N/' N/' N/' 10'-2" .'.,. ',7 '4' Nr T-7 .... "T S'-10" N' .'... ""- 3"11" ".,. . . . . . . . . . . . . . . " 20 20 '" '" 20 '" 20 20 20 '" '" 20 20 23 22 22 22 3l 3l '" 20 20 20 20 '" '" 20 " " 23 23 22 22 22 3l " 20 "1 20 '" 20 2B 2S ,. ,. ,. 23 23 22 22 3l " 20 20 '" 25 25 " ,. ,. 23 23 22 22 " 21 '" '" 20 V.3- 8 8'oV' B 8'.3' C T4' C . (f.l1- C 8'~' ~ S'.I1'. C 5'-e" . C 5'.7" C .'.1' C .'.2" C ,.~ C 3'-5. C -- DooDle O.WZ"'Xl"'):ti.~. HeaCJet ~'F~or- StnJcture Mu!lispan Units "'" POST lENGTM MlN FOOTEJI 8' I 10' I 12' POST SIZE CONS1RAlNEO FOOTER TYPE ;; ~.I;; I;; "'" """ sP^""" eFl] 10'.7" .',. V.I' ..... 8'.3'" T4' T-l' .... "T "4' .... .'... "'-2" 3'-10" 11'''''' 10'.2" .',. V-1" '4' 8'.3'" T'" T.l. '4' "T .4' "... "4' .'.2" . . . . c c c c c c c c c c . . . c c c c c c. c. c c c c " 20 20 20 21 " 3l 21 " " 21 " " " 20 20 20 " 21 3l 3l 21 " " 3l 21 " " " " " " " " " " " " " " " TABlE 3.12 TRIBlJTAAYWlDTHS FOR SINGLE SPMl ATTA01ED STRurnJRES PROJEC1lON Of SNll..E 6P~ STUC1\JRE5 (FT) '10', . ,. .. .". N/' N/' N/' .:N1A ;N{A "'. 'N/. '" 5.5' . ,... G.7S T .... "'. "'. "'. N/' "'. ,= . .... T '.25' ,... "'. "'. "'. ..... N/' "" ~! e.s. T ,... 7.7S' . ..... "'. N/' N/' 'N/' N/' ~~. r ,... . ..25' .... 8.75' , "'. "'. "'. "'. ,. ,~. " ,. 8.7S' '. ..". ... "'. "'. "'. N/' ,. . a.5" . 9.25' .... 1I.7S' ,. 10.25' N/' "'. N/' 1T .8.S' . ... 9.7S' ,. 10.25' 10,S' 10.7S N/' "'. N/' ,. . ... ,. 10.25' ,.... 10.75'" '" 11.25' 11.5" "'. "'. ,. 9.5' ,. 10.S' 10.75' ". 11.25" "... 11.75' '7 "'. N/' 22 22 " 21 21 21 " " 21 " " 21 21 21 23 22 22 21 21 21 ." ". " 21 " " 21 21 22 21 21 20 '" 20 19.. " " " " .. " 2lF ,. 10,S' ". ".... 11.S 11.7S '7 '2.23' '2. "'. "'. 00UtlIe U.U4"Z":CS>>S Header . Aiiachea Fl ~:.:.;..:,.~_.. or struc:lure-MuttispanUnIts ""'>CST"""" MIN ~ 8' 110' 112' .SIZE C:ONS11WEO ~ '"If' "d'" "d'" V (InJ (kl) (InJ (Irl) "'" """ sP","" (FT). 23 23 23 22 22 22 21. " 21 " 21 21 " 21 ---- 2<4 14'-5" C 22 2. 13'-7" C 22 24 12'.". C 22 23 12'.... C 23 23 11'.10" 0 23 23 11'~. 0 13 22 10'_11' 0 24 22 10'.7" 0 24 22 10'." 0 24 21 V-8" 0 2S 21 V.2" 0 25 21 8'--8" E 25 21 1'.10" E 25 21 T-3'" E 25 -~ ,. 23 23 23 22 22 22 " 21 21 21 " " " 23 22 22 22 " " '20' 20 '" " .. " .. 2B " ,. 2.. 23 23 23 22 22. 22 " " 21 21 ,. 23 23 23 22. 22 '2\' " 21 '" 20 .. '" 10'.2" .-,. V.1" .... &,.3'". T4' T.1- '4' .,..3' ..4' .... "4' ....2" 3'-10" . . . . c c c c c .C c c c c " '" '" 20 " 21 " " 21 " 21 " " 21 " ,. ,. ,. ,. 23 ,. ,. ,. " 2B 2S 2B '2S .. " '" 2S " 25 ,. ,. " 2B " 25 " " 27 27 27 2B 2B ,. 2B 2S " 2B 25 2B 2B " "'" POST sp""",, ON SlAB (FT) ~MPHEXPQ.:<;URell 4 17'-0'" A 13'.1' A 45 15'-1- A 12'4'. A 5 13'-r A 12'.S- A 55 12'~. A 12'-1' A G 11..... A 11'-4'" B G.5 10'.:;- A 11',5- B 7 V.". A 11'-1' B 7.5 V.l" A' 10'4' 8 e 11'-0" A 10'-5- B g 7'-e" A 17-10'" B 10 8'-11" A V~. 8 11 8'.2" A 8'-11' B 12 '5'..a" A &'.2" B. 13 5'.2" A 7'-r 8 14 .....10'" A 1'..(J" B 15 4'--6" A 8'--6" 8 US 4'-3" A 8'.2" B 17 4'-0" A S-B" B 100 UAl EXPOSuRe --;-- - .. 17'.(l'" A ~ ".5 15'-1- " 11'.7" .5 13'-7" A 11..... 5.5 12'.... II 11'.1' G 11...... " 10'-8" G~ 10'-5- A 10'-e" 7 V..... A 10'.3" 7.5 17-1' A 10'-C- G e'-4r" II V-10" 9 T--8" A 9'.... 10 6'-8" A V..(J" 11 8'.2" '" 8'-T" 12 S...... II &'.2" 13 5'-2" A 7'.T" 1" ...-10'" 'A 7'-0" 15 "'--8" A 8'.e- 18 ... "'-3" A 8"2" .17 .4'-0" A -5"-It' 8OM?HEXPOSURE_--- . 1T-o" A 11'.7" ..5' 15'-1- A 11..... 5 13'-T" A. 11'.1" 5.5 12'.... A 10'.10- G' 11'",- A 10'.7" G.5 10'-5- A 10'.... 7 17..... A 10'-1. 7.5 V-l. A 17.11- & 8'-e" A . V'" tl 7'''''' A 11'-3'" 10 8'-B" A 8'.10" 11 8'-2" " 8'.e- 12 5'-r A a'.2" 13 5'.2" A 1'.7" 14 ...-10" A r..(J" 15 ...~ A. 8'-Ir 18 ....3" A 8'.2" 17 4'-0" A 5~ - ~ EXPOSURec I ,. h I i~; I ~ I :~; I ~ I ~ I :: I ~ I : II ~::.I ~ I ~ I : I :: I :: II 23 22 22 22 22 21 " " " " " " " 21 ,. " 23 23 23 22 22 22 " 21 " 21 21 ". 2S 2B ,. ,. " 23 23 23 22 22 " " 21 " 13'.2" C 21 24 26 71 12'-5'" C 2\ ~ 2S 28 11'-10'" 0 22 24 25 26 11'-3" 0 22 23 25 28 10'-8" 0 22 n 24 28 .10';<t~. 0 23 23 24 . 25 . . 10'-0" . 0 . 13:: _~.zJ,: '2" 25 go..... ~D~. .23' I.73,) "~2, 25 /" ~ --i23.__r.- ll)I.-(~O'- __ :..?3...~~2~ '...25 /I'-t:' . ~D., " 24 . 24--- 24 24 ; {:~~, yit; ~-i..i4" J!:i4( ::'24:- .;~~,.. :.i7'-1~.' 0 2" 2. -'24' ~.~. 'fr4r' D. ,.2..,.. _24... _ 24 \2.. '"""':""; 'L':"':7L.t7'j""" :TABii3~11 ". "... ". "... 11.7S' 17 .,2.23' ,,... 12.75' " 13.S' ". z:r.r...........23' 11'\ 11.5' 11.5"'. 1~ 12' .\ 1~... 12.25' ',,1;75'_ 12.5' -\.13".( 12.15' 1i'.2S' 13' 13.5' 13.25' 13.7S 13.5' 14' 1~__-:.)~'j: -: ~-4-S: : ,JA.~ _ ~_;.f...., ~ \ , . ORF:GO\ ! .. / ~:/., '~; "~:'::~'~/ ".., /'. .--- iC;\i ): 211512004 Page 10 of 34 3.0 POST SPACINGS FOR P \TIO AND COMMERCIAL COVERS ustNG 'U.U4rx:;:rxtr 1eaOer . .AttaChed Freestanding or Str JCture Mullispan Units MAX OSTlENGlll MlN FOOTER 8' 10' .12' I'OS! SIZE OONST:AIED OOTER TYPEVVVV (In) onl '(InJ (In) 22 23 25 28. 23 23 25 28 23 23 25 28 24 24 24 2ll 24 24 24 25 24 24 24 25 25 25 25 25 25 2S 25 25 28 2e 28 28 26 26 28 28 26 28 28 28 28 26 28 20 28 28 2ll 28 26 2tI 26 26 28 2tI 2ll 28 lNE L<"O (PSF) TRIB WlOTH (FT) MAX POST SP","", ""SlAB (FT)' ,. 55 12'-4- --.!_ 'o--.1~-~-. -iij - 10'-5" 1 17-a" 7.5 V-1- . ~... . r... 10 (Nr 11 rI_T' 12 5'-8" 13 S.T 14 4'-10" 15 4'.(1" 10 4'.3"' 17 4'.()" lilO MPH EXPOSURE ; 4 8'-11- 4.5 7"-11. 5 7".1- 55 8'-5" o S.I1- 0.5 5"-5" 1 5"-1- 1.5 4'..g- 8 4'~" II 3'_11- 10 3'-8" 11 3'-2" 12 7-11- 13 2''''' 14 7.(1" lilOMA-l EXPOSl..RE ~ ., ., . ... . 8'-11" T-11- T-1" ~..' 5'-11" 5'-5',' S-1" <4'.v' 4'-5- 3',11" ~... ~.,. 2'-11" N' ,... " . ,61;'. 1 1.' . . " 11 " " " POST Ran> fOR SWl , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , "'11. . , , , , , , , , , MAX POST "''''''' (FT) .... ff~]" .~' .',. 8'.11" ~... ~... 8'.1" r-rr r... .... '-3" ..., .~. ..,. ,."- V-10" .~' 8'-11- 8'-2" N. r", .... .-,. ....- 4'-11" 4'.S" 4'-1" ~... ~... 10'.5" V-10" .~. 8'-11- ~.,. fe]": r", .... .,,. 5'-S" 4'-11" 4'-S" 4'-1- "... ~... , , , , , o o . . o . . o o o o o o o o o o .'. o .0 o . . o o " ., ., ., ., ., ., ., ., ., ., ., ., ., ., 23 23 22 22 22 21 21 ., ., ., ., ., ., ., ., " " " 23 23 22 22, 22 21 21 20 20 20 20 20 ;LUMlNUM HEADERS IN NORMAL WINO AREAS UOUble U.O~,tfl:). Heaoer I . AnaCned Freestanding or .. structure Multispan Units MAXPOSTlENGlll 8' 1'0' 12' CONSTRA.INEO OOTER V Y.Y (in) (kl) (In).. 23 24 25 23 " 25 23 24 2S 24 24 25 24 24 25 24 24 24 25 25 25 25 25 25 " " " " " " 27 'Z1 'Z1 21 'Z1 'Z1 '21 'Z1 'Z1 21 21 21 11 21 '21 25 25 25 " " 23 23 23 22 22 21 21 ., ., ., " " 25 " " 23 23 23 22 22 21 21 ., ., ., MAX POST ltVN FOOTE~ """"'" POS1 S1ZE 1FT> lYPE V .., 22 23 23 " " " 25 25 ." " 21 21 21 21 " .... .... .~. V-I" &'-11" .... .~. .'" r... r.., r,,. 8'.11" 8'-1" S-1'- ..,. 10'-S" 11'-10" .~. 11"-11- .'... .'" r... 6"-11" .... 5'..10" .-3' ..... 4'''" .'... .... 10'-5" V.10" .~' &',11" .'... &'-0"' N. 5'.11- .... S.Ul" '-3" .'... 4'-4" .'... "... , , , , , o o o o o o o o o o o o o o o o o o o o o o o o o . o o o . .. . . .. . o . . . . " 20 20 ., 21 21 21 21 21 21 21 21 21 21 21 " 22 " 21 21 21 21 21 21 21 21 21 21 21 21 23 23 23 23 22 " 22 21 21 21 21 21 21 21 21 OOUDle U.U4:L"):;.;.f'xtI' Heaoer. AttaChed Freestanding or Structure Multispao Units MIl.)( POST LENGTH 8' 110' 12' """""""'" 00TEI1 ... ... ... (kI) (In) 0nJ " 21 2B " 21 2B 2B 21 2B 2B 21 2B 21 21 2B Z1 21 28 28' 28 28 " " " " " " 30 30 30 30 30 30 31 31 31 31 31 31 31 31 31 32 32 32 MAX POST MlN SP","" POS1 (FT) ffi'E 13"-10" 13"-7" 13'-3" 12'-11" 17... 12'-S" 11'-10" 11'-5" 11'.(J" 10'-1" 10'-3"' ;'-11- ..," .~. 11-1. 25 " " " 23 23 23 22 22 21 21 21 21 21 21 "... 13'-1'. 13'.3"' 12'-&- 12'-1" 11'-]" 11'-2" 10'-10" ,.... V-l'- .,.. 8'-11- ",. T-r. r... . . . . . . . . c c c c c c c . c c c c c c c c o o o o o . '00.... S1ZE ... "'" 25 2B " 2B 21 21 " " " 30 30 31 31 31 " " " 23 23 23 " " " " 25 25 " " 2B 2B 25 25 " " ". " " " " 25 25 2B 2B " " 2B ,. 2B 25 25 25 25 " " 25 25 " " " '" 2B 21 21 " 2B 2B '" 2B 25 25 25 2B 2B '" 2B ,. 21 " ;, 2B " " " 25 25 25 2B 2B 2B 2B lNE LOAO (PSF) m. MAX Wll11H POST (FT). SPACING ""SWl IFl) IlO MPH EXPOSURE C 4 cr4' A 4.5 5'..... ,., s" 4'-10" ,., 5.5 4"-4" .,., 8 4"..()'" A 8.S 3'-&- A. 7 3'-5" ,., 7.S 3'-2" A IS J'.(J" A II 2'-8" ,., to 2'005" ,., 11 2'-2" '11. . 12 2'.(J". A.. 90 MPH EXPOSURE C . 4'.(1" A 4.5 4'.(J" ,., 5 3'-]" ,., 5.5 3'.3- A o .3'4' ,., 8.5 2'-fr ,., 1 2'-1" ,., 1.5 2'005" A 8 2'-3- ,., 9 ".2'4' ,.,. 10 1'..g- . A 11 1'.7" ,., 110MPHEXPOSUFl C 4 3'..()" A 4.5 2'-8". A 5 2'-57 A 5.5 2'.2" . A 6 2'-.()" A 6.5 1'-10" A 7 1'-9".' A 7.5' 1'-7" A 8 1',.6' A POS1 MAX REO'( POST MlN FOR SPAClN(; POSl Sl.AIl (FT) TYPf r~' .... 5'-10" .~' 4'.10" .... 4'-2'" 3'-11" ''<0' ~-3" :2'-1'. ,... , Twin O.032'"X1.5"X1.5" Clover O.024"x3"x3" Alum O.02""Post Mtl1 Sldep'lates CloverO"04O"~A1um COlontal 0.062" Extruded O.041"x3"'x3" Steel Clover O.041"x3"x3" steel CtoYer D.18ll""x3"x3"steel~uare UPGRADE THE POST IF THE HEIGHT IS NOT SUFFlctENT . 0.18lr"x4-X"- steel Square FREESTANDING AND MUlTlSPAN UNITS USE TABLE 3.... 3.9 OR 3_1 I. 9. FIND THE Ole SPACING OR # OF FASTENERS FOR ATIACHING TO WAll FROM TABLE 1.11 .10. USE THE APPROPRIATE DETAILS FOR PATIO SlABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7.. oeTERM1NE MAXIMUM SlAB SPACING FROM TABLE 3.1, 3.6 OR 3.11 SLAB 8. USE THE SMALlER OF THE SLAB SPACiNG OR HEADER SPACING SLAB 9, POST 'A' MAY BE USED FOR All ATTACHED UNITS ON SlAB SlAB 10. FOlLOVV 9 AND 10 FROM ABOVE GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. a;oosE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WINO AND SNON LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAl UNITS USE 20PSF MIN) . . . 4. CHOOSE A PANS. FROM TABLES 1.1 TO 1'" THAT HAS AOEOuA TE a...EARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2. 3.7 OR 3,12 CALaJLATE FROM TRIBUTARY DIAGRAM ON PAGE SC02-2003 6. CHOOSE A HEADER FROM TABLES 3.1. 3.6 OR 3.11 THAT HAS ADEOIJA TE POST SPACING. 7. . USE THE APPROPRlA TE FOOTER SIZE SHOWN. o o o o o :8' . . o o . o o o o " ., ., ., ., ., ., ., 20 ., ., ., .,. ., ., 23 23 22 22 22 21 21 20 ., ., 20 20 20 ., 20 " " ." 23 23 22 22 22 21 21 20 20 20 20 ,. " 20 2B '20 21 '21' 21 21 21 21 22 22 22 21 21 '21 21 21 21 21 23 23 23 23 '1. 22' 22 21 21 21 21 21 21 21 21 25 " " " 23 23 23 " 22 21 21 21 21 " 21 14'-11" e 13'-11" C 13'-3" C '12'-8" C 12'-!",. ..~ '''11'-1" 'C 11'.2" C 10'-10" C 10'-8" C ;'-11- 0 V-SO 0 8'-11" 0 8'-2" 0 T-r 0 r... . " 22 23 23 23 "'24 " " ". " 2B '" '" '" " " 25 " ,. " " " " " " 25 '" '" '" '" '" '" '" 25 25 ,. 25 " " 25 25 '" '" '" 2B 21 21 21 21 21 21 21 21 21 21 8~ FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHO'NN 30 .. 60' U.U4~- Heaaer 'Attached freestanc1lng or Structure Multispan Units MAX POST WI01>i cr 110' 112' CONS1lWNEO FOOTEI1 ...1....1... (In) (k'I1 (In) V;4". .... r.,. 1'-1" .... .... 5'-]" .,,. 4'.10'" .'.... 3'-11- ~... 3'-3" ...' .... r... rot. .... .... 5'-7" ..,. 4'-10" . . . . . . . . . . o . . o o o . . . a . . . . . o o o o o o o o o Post Uescnpuon TABLE 3.13 Post Requirements for Attached Structures Table 3.1:> Post SUbstitUtes " Square J .Circular O.041"'x3"X:f'1 O.16tr'X3"D O.188"X3"'X3"J .o.18f:r'x4~D 0. '86"'x4"'x1:LQ."1B8"x5~D o.166-o"')(:j~_1BB"'x6"'O MBl< Hg1 6' 1Z 111 ,Z 'Z 'Z 8' 15' 18' FOOTER mE ... .., " " " " " 10 10 .. " " " " .. 22 22 " 21 ., ., ., " " " .. " " 11 11 11 11 11 11 11 11 11 11. 11 11 " ., ., " " " " " " 11 ,i 11 " " " 21 " " 21 " " " " 23 23 22 " " 21 21 " 23 " 22 22 " 21 ., ., " ". " ,; 22 22 " ., ., ., " .. " " " " '" 25 25 " 23 23 23 22 22 UOlJDIe o,oo~~ Header AiiicheCi -Freestancimg r:i Structure MultlsDan Units MAX POST LENGTH 8' 110' 112' ~FOOTER ~ 1:11: MAX POST "''''''' (FT) 25 " " 23 23 " 22 21 21 ., ., " 1. 23 23 22 21 21 " ., ., ., " " " 21 2B 2B' " '2B .. " 23 23 .',. .... ,.,. r... cr-11" .~. 5'-11" .... ..,. 4'.7" 4'-2" ""- "-5" r... 8'-11" ..,. .'... .,,. .'... ""- 4'-2" 3'-10" 3'-S" 3'-1. 2'-10" 5'-2'" 4'-1" 4'.2" ~.. 3'-S". 3'-2" 7-11" ,.. ,.,. .... POST ffi'E . a c c c c c c c c c c c . o a. . .. o . . . . o . o o o o o o o o o. P<5ST ~ 3.14 Post Requirements for Freestanding structures Post Description O.041"X3''X3- bleel Clover O.188"x3"x3~ Steel ~uare O.188"'x4'"X4" sted ~uare O.l86"'>O'"X5~ 8r.ee1 SQuare A A A B C o E F <3 frPDST ..1 i i -'1' " . .,.~ l--.d.---l NON-CONSTRAINED - - f"OOTING" '00,", S1ZE ... .., " " " .. " " " " ". " 10 " " 22 " " ., ., ., " " " " " " " v.." 0 21 24126 8'-8" 0 21 241 25 T-10" 0 21 231 25 T.1" 0 21 23' 24 ff-8" 0 21 22 f 24 ff-O" 0 21 22 - 23 5'-T: 0 21 2t 23 "'5'.2" 0 21 21 22 A~GI-~;R ~ S 22. /~~INE'~' S/.O , (~ .' '<'/ /)' CA 1'<../ p c(:l 72580PE r- 23 22 22 22 21 " ., ., ." 1. 1. " 10 " 21 21 ., ., " .. " " " ." " 22 21 20 ., 10 " " " 1. Double O.U4~'"XS"Xl:f Heaaer . Aii8~ Freestanding Of structure Muftlsoan Units MAX POST LENGtH cr 110' 112"" 7i~OFl?~ TABL ;".1' 2~ _ "26" Z1 24 2S 26 24 25 28 23 25 28 23 2~ 28 23 2~ 25 23 2~ 25 23 2" 25 23 24 25 24 24 24 24 24 24 24 2" 24 24 24 24 MAX POST MlN FOOTER sPACING?OS'l SIZE ~ TyPE.V.. .., " 23 23 23 " 22 " " 21 ., ., " " '13'..2" 17..- 11'-10" 11'..3" ,.... 10'-4" ,.'" .... ;'-4"' .... T-10" T-1- .... _.C C o o o o o o o o o o o 21 21 " 22 22 23 '23 23 23 .. .. .. .. ., 20 21 21 21 22 " 22 22 22 22 " 23 231 23' 23' 221 22 " 22 22 " 22 22 25 .. .. .. " 23 23 23 22 22 22' 22 28 28 " " 2B " .. ,. 23 23 22 22 " " " " " " " " " " " " " 20 ., " " " " " " " " " 23 22 22 " " 20 ., ., " " " " 11'.5- 0 10'-11" 0 10'-3" "0 ;'-11" 0 ;'-4" 0 .'" 0 ...- 0 T.10" 0 T-4" 0 .... 0 5'-10" 0 5'-4. 0 27 28 2B 25 2B ,. .. 23 23 \"'\ </'. OREGON", /7. rLPDST~' ~,(.' . \).;,. ! ; . 3.s~9lA~S, ~iJ/~" :: -l' ,1)>,. ..~\~'? i i "'-:-'( M.PU" . 11 /raoT(~",~' . " . . _:~lEX~!R~DON_D-ATE 12/31/1 . . ~'~2004 CONSTRAINED Peg.11.,34 11 11 11 11 11 11 11 11 11 ., ., " " " " " 11 ..11 MBl< Height 8' 15' '8' 18 POSi E F G H I T 23 22 " " ., ., ., " " 4.? POST SPACINGS FOR PATIO AND COMMERCIAL cOVERS USING STEEL HEADERS IN NORMAL WIND AREAS I (O.l~~JU~~&eelC (O.,!l:nl~Ga~~C i I Anached Freestandlllg or AttaCtJed F."'..-......'Wor structure MuttisDan Units . structure Muttispan Units MM POST lENGn-l ~ w.x POST lEHGTH UIN fOOTER 12' I 15' I 18' POST t.aH FOOTEll 12' I 15' I 1S" POST SIZE CONSTRAINED FOOl'ER SP.-.clNG POS1 SIZE CONSTRAtED FOOTER TYPE" "d'" "V I...... I Y (FT) TYPE :'d" "tr' I ... I ... .~~ CinI(ln)(InICin) LIVE """ (PSF) ,"18 WIll1H <FTJ =- """ POST SP"""",, Oft SlAB (FT) iQUPi: ~ .. lr-o- A 28'-,. 8 21 32 J.4 36 4.5 15'.1. A 2T-'. C 28 32 34 35 5 13'-7" A 26'-3" C 2a 32 34 35 5.5 12'..... A 2"~2" C 28 31 33 34 II n..... A 23'-7" C 2a 31 33 34 11.5 10'-5" A 21'.10" C 2SI 30 32 34 7 v-r A21'-4"C)0303233 7..5 1'.1" A 20'-10'" C 30 30 32 33 II ll'.e" A.. 20'-5" 0 30 30 32 33 " T-t!r A ur-Q'" 0 31 31 31 32 10 tr-v A 111'-'" D 32 U 32 32 11 tr-7" A lG'-r 0 32 3t 32 32 12 5'-8" A 18'.0" 0 32 32 32 32 .13 !r-T A 15'-11" 0 33 33 33 33 14 ....to" A 14'-10" 0 33 ~ 33 33 15 ....(1" A,..'....." 0 33 ri 33 33 10 .'.3" A 13'-2" D 33 33 33 33 17 4',.(J" '" 12'-9" 0 33 33 33 33 i"iiii"MF=iEXPOSUREa-- - - - _._- .. IT-o'' A zr.s- 8 'Z7 32 34 . 36 4.5 15'-'" A 26'-11" C 28 32 34 3S :I 13'-7" A 26'-3" C 28 32 34 35 5.5 12'..... A 2....2" C 28 31 33 34 e 11'-4" ... 23'.1" C 20 31 33 34 0.5 10'-5" A 21"-10'" C 211 30 32 34. . 7. 1'.8'" A 21......C 30 30.32 33 705 V-1. A 20'.10" C 30 .30, 32 33 a 1'-4r A 20'-5'" 0 30 30 32 33 o 1'-6" A 18'-8'" 0 31 31 31 32 10 8'.0" ... 18'_lw 0 32 32 32 32 11 8'-2" ... 18'-8. 0 32 32 32 32 12 5'08. ... 16'-0" 0 32 32 32 32 13 5'.2" .,., 15'"". 0 33 33 33 33 1. .'-10" ,., 1.'-10"" 0 33 33 33 33 ~5 .'.,e- ,., 14""". .0 33 33 33 33 HI oC'-3" A 13'-2" 0 33 33 33 33 ... '-17. 4"..(T" A 12'-8'" C. 33 ~....::...~ 8OMPH~E:- ~ 1T.Q" ,., 28'-7" e 26 32 304 35 oC.5 15'_1w A 28'-T C 'Z7 32 34 35 5 13'-7" ... 25'-0" C 2a 32 33. 35 5.5 17..... ... 2oC'-T C 2a 31 33 :w o '_'.....w A D-7" C 29 3i 33 304 1.5 10'.5w A 21'-10"" C 29 30 32 :w 7 V.8w ,., 21'''''. C 30 30 32 33 705 8'-'w A ~-lo- C 30 30 32 33 a 8'-4r A2O'-~030303233 o T-4r A 18'-8" 0 31 31 31 32 10 8'-0" A 18'.'w 0 32 32 32 32 1t 8'-2" A 18'-8" 0 32 32 32 32 12 5'-8'" A 1ll',q' 0 32 32 32 32 13 5'-2" ... 15'-4" 0 33 33 , 33 33 14 .'-10" ,., - U'.10".0 33 33 33 33 15 4"-6" A 1oC'~ 0, 33 33 33 33 10 oC'--3'" ... 13'-2" 0 33 33 33 33 17 oC'.O" A....!!:!.. 2.........!.!-.......!!..-.=!.....2!... 'iCiO"MPH EXPOSUfl c I,. I . I'T... . oC.5 15'-1. A .5 13'-7" A POST RE01) FOR. ..... MAX POST S?AC:t<<::; <FTJ I. I. ,. 22'-5'" 8 25 31 21'-8" 8 26 30 1V_11w 8 2lI 30 1V""- 8 2lI 20 11'-10" 8 28 29 1T..s" 8 27 29 111_11w C 7T 29 15'-4r 8 7T 28 1S'.a" C 28 28 U'-T C 28 28 13'_5w C 211 2ll 12'-6'" C 211 2lI 12'-1" C 2lI 2lI 11'-1. C 20 20 10'-8. . C 30 30 10'.3w C 30 30 V.l1. C 30 30 V-7" 0 30 30 ---- 22'.... 21''''w 19'-11w 19'..... 11'.10" 11'-5" 111'.1,w 15'-0" 15'.(1" 1oC'-2" 13'-5. 12'.9" 12'.1" 11'-1. 10'-8. 10'-~. 9'_11w .V-7".. 21'.10". 21'-7" 10'_11w I.... 11'-10"" 11'.5" 111'.11w ,.... ,.... 1oC'.2" I..... ,,.... 12'-2" 11'.1. ~O'.,e- 10'.,. 1l'.11w .-,. . . . . . .. c . c c c c c c c c c . . . . . . . c . c c c c c c c c c . " '" '" .. .. V 27 27 '" " " " " " 30 30 '30 .30. " .. .. .. .. 27 27 27 20 " " " " " 30 3D 3D -lD " 30 30 " " " " '" '" '" " " " " 30 30 30 '30. 30 30 30 " " " " 20 '" '" " " " " 30 30 30 30 32 " 32 " " " 31 33 31 32 30 32 30 " 30 " " " " 30 " 30 " " " " " " 30 30 30 30 30 30 30 30 -- " 32 " " " 30" 30 30 " " " " " " 30 30 30 .~30 32 32 " " " 30 30 30 " " " " " " io 30 30 30 (o.Ot:iU') 16 Ga S"1E' Steel. G . Attached: freestaB:llng 01' Structure Multispan Units MAX -= """'" 12' 1,5' 1'8' 00NST1WED """"" ..J:L.;:;I;:;I: MAX POST MlN SP"""",, POS1 (FT)- T'l'f'E ""'rul "" ... 18'-8" B 23 2liI 31 32 18'.a" B 24 20 31 32 18'_3. B 20C 28 30 31 15'-5" B 25 28 20 31 1oC'-6'" B 25 28 20 30 1oC'_1W B 25 27 29 30 13'_7" B 25 27 29 30 13'.1w B .26 27 21 30 12'.7" B .28 27 2a 2t l1'oV B 28 28 2a 2liI 10'-4r B 25 211 71 2a 10'..(T' B 27 .7T 71 28 0'--5" B 27 27 71 2'1 17.(1" C 2'1 2:1 2'1 27 8'-7" C 28 2a 28 28 8'-3" C 28 28 28 28 7'-11. C 28 28 28 28 -!::!:- ~ ~ .2!... ..2!.... ..2!- " " " " " " " " " 30 30 " " " 30 30 30 _30:. 18'-8. ..... 18'_3w 1S'-5" U'OV U'.lw 13'-7" 13',1" 12'-7" 11'-0" ,.... 10'-0" 0'-5. .... 8'-T" '-3" T_11W ._.t-7".. " " " " " " " " " 30 30 " " " '30 30 30 30 I ~: I ~ I : I : I ~ I : 1/':;"' : I ; I :: , ~ I ~ II 18'-8. ..... 18'_3w 15'-5. '<-0. U'-I. 13'.7" 13'_1w 12'-7" 11'oV ,.... IV'" ..... .... .',. '-3" 1'.". T-" . . . . .. . . . . . . . . c c c c :C:. . . . . . . . . . . . . . c c C. c C " " " " " " " .. .. .. .. v v v ,. "'-. " . ~ :lIi " " " " " " " ." .. '" .. V 27 27 '" -'" '" '" .. " '" " '" 27 27 27 27 .. .. 27 27 27 '" '" '" '" " " 30 " " " " '" '" '" 27' V V V '" .,; '" 20._ .. " '" '" '" v v v v .. .. v v v '" '" '" '" " " " " 30 " 20. 31 " 30 " 30 " 30 '" 30 " " '" " v '" v '" V 27 V 27 '" '" '" '" '" .. 2!.. ~ In~I:I;I:1 IT.... 1T_3w 18"-3" LNE """ (PS1') TRI. WIDTH (FT) " " " 31 30 30 30 '" " " '" " 27. 27 '" "'. " .-.28.. 0VEll- "'"" IFTl . ,- 7 2.S' > U . ... . . T . ,- 'S . '"A '". '". NIA '"A NIA '". NIA . 4,5' ,.'S' ..5.5' 5.7S' '"A '". NIA '"A '"A '". ,"A 1. .,5' 5S . ..,.. ,"A '"A .NIA ,"A '". ,"A NIA f {O.lU:n 12 Ga::n:B'" SleeI C AlJaCtviafFreestanl1ir1J(X' Structure IMuItisDan Units 18'-S. 16'-'0" lC',lw 15'''''' 14'..g- ..1.oC'-X: . 12'-11w '7-8. 12'-1. 11'-5" 111-10" "-3" .-<" . . E E E E .E' E E E E E E 23 " 24 24 " ,. ,.. " .. .. 27 27 V 30 .. " '" '" '" '" 27 27 V V .", '" " 30 " .. 20 " " '" V 27 V' 27 " " " " " ,. " 2B' V '-27 .. .. .. V 27 27 3' 31 31 30 30 " " " '" '" '" " " " 3' " 3' 30 30 " .. " 2B 20 '" 20 '" .. 31 30 30 " " .. '20' 20 '" 27 27 27 27 II " 3' " 3' " " 3' 30 30 .. " " 20 " 15'-1" 14"-3" ,.... 12'-10" 17.3" 11'-2" "-0- 111...." ,.... .~. ."" T_ttW T-" --.!::!:... (U.U/:n 14 ua -:s>>r Steel (; Anached .Freestaming or Stnicture Multispan Units MAX POST """'" 12' 115' 118" C<lNSl1WED """"" ~ I;:; I.;:; MAX POST SP^"", (FT) 21'.10- 15'.1" loC'-T ,.... 12'-10" 12'-T 11'-2" "-0- 10'''''. 100,q', .-<. 8'-5" T-U. T'" 13'-10" '.-<1' 12'''''. U'.1w .10'-7" 10'-2" .-0- ..... 0'-1. Ir-l. T,,. T,'" 8'-10" .... POST ""'" c c c . . . o . . o . . o E . c . . o . . . . . E . E E c . . . . . .0' . o . . . E E ""'''' mE .... .., " " " " " " 24 " 24 24 24 " " ". '" V 27 27 .. .. " " " " " " " " " " 20 20 20 V 27 V .. '" " " " " " 30 30 " " '" '" " '" v v .. .. 2B (U.WT) 16 Ga 3'1ctf' steel {; ~ F~mQOr Structure Multispan Units MAX POST LEN01H ~mt 12' 11S' 118" "" 00NlmWE0 """"" .;: ~I;;I;:; MAX -= ... SP^"", 'OS1 (FT) lYP< 17... 11'-10" 10'-r ,.... .... 17-1. .... .-<. '-<1' T"" 8'.11. ,-.5' '-0- 5''''' c " c " c " c " c " c " c " c " c " c " . " . " . " ...E...~ " " " " 24 24 24 24 24 " " " .. .. 30 J2 " " 27 " V '" V " '" " 2B " " .V ,,- V " ... " .. " " '" .. 2B .. w..x POS1 IrIlo\lC: w.x POST La<<nH POST REQ't POST MIll FOOTER 12' I 15".1 18' sPACIt.G FOR SPACN: "OS1 SIZE 'XlHS'TRAlNED fOOTER .ONS1.A8 st.AII (FT) TYPE ~ yo I .v.1 ". (FTl..~ - OOMPH EXPOSURE B - - 25 oC T-T A 2l1'4r 0 20C oC.5 It..... A 18'4' 0 24 5 5'oV ." 18'-2" 0 25 5.5 5'.2" II 16'-8'" 0 25 IS 4'4' ,., 16".(1". E 211 6.5 4'-5. A 15'-5'" E 2& 7 oC'.'w II 14'.10" E 2ll 7.5 3'-10" A 14'''''w E 2'1 8 3'..,.. A 13'-2" E 211 II 3'-2". _A 12'-5'" E 7T 10 2'-10" A 11'.10" E 7T 11 2'-7" A 11'-3" E 28 12 2'''''. A 10'-V' E 2lI 13 2'.1" A 10'''''" E 2t - iiOMPHExPostmEC - - 25 oC 7."-2" 'A 20'-8" 0 20C 4.5 8""". ':- 18'4" 0 24 5 5'4" ... 18'-2" 0 25 5.5 ~"2" A 1114' 0 25 6 OC'OV A 18'-0" E 211 6_5 4'.5" ,., 15'-5" E 25 7 oC'_lw A U'-10" E 28 7.5 3'-10" A .'oC,,,,,. E 27 a 3'..... A 13'.2" E 211 o 3'-2" .A 12'..s" E .27 10 2'-10" A 11'.10" E 'Z1 11 2'..,.. A 11'-3" E 2a 12 2'''''" ;. 10'.r E 28 13 2'-2" A 10'....w E 2t - SiO"MPHEXPOSURE B 30 oC 8".0- ":- oC.5 5'",," A 5 oC'-lO" A 5.5 oC'''''W ,.,. o oC'.Q" A 6.5 3''''' A -7.. .3'-5".. ..A 7.5 3'-2" ,., a 3'-0". A II 2'-8w A. 10 2'-5'" .... 11 2'.1" A 12 2'41' ,., " " J2 " 3' 3' 31 30 30 " .. " '" .. J2 J2 31 3' '30 30 -30 " .. .. ." 20 27 " " " " " ". ." " " " " 24 24 27 .. 2B " " 24 24 24 " 23 " " 23 " " " " .. v " .. '" '" 27 2B V .. V " .. ". .. " .. " " ,. " 23 ,. " 24 2'1 2i 30 11'-8" C 20 26 'Z1 28 30 10'-2" C 20 25 26 2lI 2liI 0'-7" C 20 25 20 'IT 28 O'~ C 21 24 25 .71 2lI 8'.7" C 21. '24 2S 27.28 8'-T --e-~""2-4--. 25.' '211"" .211. .~r~ ~~ bH );74''''- 25 2lI 27 .- T-5".'-C~ -,,- ..:2fl 20C 26 27 . T-l.' ~'C:: 1_ i ~1: t /.:13.... . .,- ........... 2oC2528 (J~rD2223T 20C 25 26 8'-1. 0 22 22 20C 20C ;26: 5'-5'" O~')30J~ 2....~~....!:.!:.....!!... 22 22 11' 5S . ... &.75' T '". '". '". ... '". NIA TASLE 4.2 TR1BlJTAAY WIDTHS Fort SINGLE SP"fII ATTACHED SlRUCTVRES PROJECTION Of SINGlE Sl>NoI~.es (FT) 12' 13' 1oC' 15' 18' 1T 8' II.S' l' 7.5' 8' 8.S' es l' 7.S 8' 8,5' 0' l' 7.5' 8' 8.5' V OS 7.25 7.75' 8.25' 8.75' 0.25' uS' 7.5' 8" 8.5' V liS 10' Nl'A 8.25" 8.75' 1l.2S' 1l.75' 1025' .....A NtA v. OS 10' .,0S MfA ....... N/"A Nt... 10,25' 10.75' NfAM'Att'AK'ANJA ....A M'ANJANJANfANfA NfA NfA NfA NtA NtA NrA HI'" ,. ,. 10.S' ,,- 11".. 11.5'. 11.7S' .. 1>,.. 12.5' NIA NIA ,.' . ... " ID.25' ,.. 10.75' ". 11".. "S '". ... ,. ... " . 10.5' 10.75' ,,- 11.25'. liS 11.75' .. '"A '". ~ 15'-1~ C 22 28 251 31 31 1oC'-3. C 22 27 29 30 30 13'-8" C 23 2'1 28 30 30 12'-1a" 0 23 27 28 2i 2ll 12'-3- D 23 2tI 2a 29 2ll 11'.2" 0 23 26 2:1 28 28 10'4" 0 20C 25 2:1 28 28 10'-4.. 0 20C 25 2:1 28 28 10'.0- 0 24 25 26 28 28 V""- D 20C 25 2lI 2'1 27 8'.5w 0 20C 20C 2S 2'1 27 1'-11& 0 2S 25 25 28 2tI 1'.7" 0 25 25 25 2lI 26 T-3~ E 25 25 25 2ll -------- 2l' 10.S' ,,- "S 11,7S' 17 '2.25' "S 1275' ,,- 13.5' '"A .22' .23' .11' .,,11.5' 11:5' '? 12' 125 ~ 1225' "12.75' 12.5' .'3'.- 12.75' 13.25'. 13' 13S 1302S'--13.-l5'- Ip_7~p;;",,;j{l' ltoC'._.~-.1oCS- N/A NlA 21 " V 20 " 21 .. V " 27 " .. .....-25 .26 , .... ~'," , 2:f~) '.25 ....2.. ~ 25 " . n, :;;25. .23\ ,..2oC 22'._23.. TAB :en , ;':~:-~G()N r'\ ./ .-S~,_____~~..<,:. ../ .:-T::f)-- !: u;\Tf;: 12/31/ 2/1512004 Page 12 of 34 4.0 POST SPACINGS FOR PATIO AND COMMERCIAl COVERS USING STEEL HEADERS IN NORMAL WINO AREAS . (U.ll~n 12 Ga;rnr steel C IO:'m:n 14 Ga"S1JS'" b1eel C Attacned F~naing or AttaCned FreestaOciTng 0,. Stl JCture Muftispan Units _ structure Mu!tispan Units w.x. POST lENGTH MAX w..x POST LENGTH UlN FOOTER 12' I 15' I 1l!' POST MlN FOOTal 12' 15' 1 1ll" POST me ::oNSTRAINED FOOTER SPAQNG-f'OSl SIZE 00NS1 WED FOOTER ~ V Y Y Y ~ ~ v y v v ~ ~. ~ ~ ~ ~ ~ ~ A. 23'..(1" C 30 32 3oC. 38 18'-11- B 28 31 32 34 A. zz.r c 30 32 M 35 11'-10'" 8 28 30 32 33 A. 21'.10" C 31 32c ~33 35 1T-5" 8 28 30 - 32- 33-- A. 21'.... C 31 31 33 35 16'-11. C 29 30 31 33 A 20'-10" C 32 32 33 35 15'-8" B 29 29 31 32 A 20'-5. 0 32 32 33 ;M 15'..(1" C N 29 31 32 A. 18"-9" 0 33 33 33 34 14'.2" C 30 30 30 31 A 18'-1. 0 33 33. 33 33 13'-5" C 30 30 30 31 A 18'-8- 0 33 33 33 33 12'-9" C 31 31 31 31 A 16'..(1" 0 30C 34 34 34 12'-2" C 31 31 31 31 A. 15'.... 0 30C 34 34 30C 11'-1. C 31 31 31 31 A 14'-10" 0 S5 ~ 35 3S 10'-8" C 31 31 31 31 A 14..... 0 3S. 3S 3S 35 10'-3' C 32 32 32 32 A. 13'-2" 0 3S 35 35 3S 11'-11- C 32 32 32 32 ~ ...2!!:. ~ ...2.L ~ ~ ~ II'-r 0 32..E.. ..E.. .2:.. LM 'CWl (PSI') MAX POST SPACING ONSLAB .(FT) 5.5 12''''. ., 11'",. "'B.Se 10'-5" 1 11'-4. 1.5 V.l. . .... . r... 10 6'.\1" 11 6'-2" 12 5'-8" 13 5'-T 14 4'-10" 15 4'-8" 111 4'-T _....!!..- 4'-0" eo MPH EXPOSURE 4 8'-11- 4.5 T-11- 5 1'-1- 5.5 6'-6' e 5'-11- G.5 5'-5. 7 5'-1. 1.5 4'.\1" 8 4'-S"' lil 3'-11. 10 3'-6" -11 3'.2" 12 2'-11. 13 2'-8" _~2'-8" eoMPHEXf>OSl.R\E ~ 4 8'-11- 4.5 T.l1- 5 T-l. 5.5 t1..s" 8 5'~i1. .G.S 5'-5' 1 5'-1. 1.5 4'-0'" 8 4'-5. II 3'-11- 10 3'-8" 11 3'-2" 12 2'-11. 13 2'-8" 14 2'-8" -- m. WIDTH (FT) '0 20 20 POST REaV FOR SLAB MAX POST "''''''"' (FT) 20'.10" 111'-1. 18'-S"' '7-<1' llt.S- ,.... 15'.T 14'-4. 14'-3. 12'-lt'. l7~1- 11'-8" 11'..(1" 10'-r .'.. c o o o o o o o o o E E E E E 2-4 30 32 33 25 29 31 32 25 29 31 32 25 20 30 32 26 28 30 31 2G 28 30 31 28 28 29 31 21 28 29 30 21 21 29 30 27 27 28 29 28 28 28 29 28- 28 28 29 28 28 28 28 29 29 29 29 29 29 29 29 ----. GENERAL INSTRUCTIONS FOR THESE TABLES 1. atOOSE FREESTANDING OR ATTAOlED STRUCTURE 2. a-lOOSE PROJECTION, WIDTH AND OVERHANG OF ~IT 3. DETERMINE WIND AND SNO/II LOAD OF STRUCTURE SITE (pATIO UNITS USE 10 PSF MIN: OOMMERClAL UNITS USE20PSF MIN) .4.- CHOOSE A PANEL FROM TABLES 1.1 TO 1A THAT HAS AOEOUArE.' ClEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRlBUTARY WIDTH FROM TABLE 4.2 OR 4.7 CAlCUtA TE FROM TRIBUTARY OIAGRAM ON PAGE SC02.2OO3 - 6. CHOOSE A HEADER FROM TABLES 4,1 004.6 THAT HAS ADEOUA TE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. A A A A A A A A A A 'A A A A A A 20'.10" C A 1V.l. 0 A 18'''''' 0 A. 1T..o" 0 A 18'-5... 0 .,A. :15.'~. '0 A 1S'.T 0 A 14'''''' 0 A 14'-3. 0 A 12'-0'" 0 A 12'-1" E A. 11'-8" E A. l1'..Q" E A 10'-r E ..2.........!:!.... -!- ,. 25 25 25 '" .~. '" 21 21 21 " " " '" '" 30 '" '" '" " ..28. " " 21 21 " " " " 2li 32 31 31 30 30 .30 " " " " " " " " " " 32 32 32 31 .'31: 31 30 30 " " " " " " 15'.S" 1-4'.7" 13'-10'" 13'-T 12'-r 11'-5. 11'..Q" 10'-7" 1~-3- ..,. 1I'~1- ..,. r... N' 1'-1- c c c c c c c c c o o o o o o " " " " ,. " ,. ,. ,. 25 25' 25 25 " '" " 21 21 21 " " " 25 25 25 25 25 25 '" '" " " " " " 21 21 21 21 " " 25 25 '" '" 31 30 30 30 " '" " " " 27 27 " " '" '" (u.d6(F'llbna3"'Xtr~eel{; Aii3cned"FieeSrancllllgor St-ucture Multispan Units MAX POST LB<GTH 17115' 118" CONS1RAlNEO 'COlER "'" POST MlN fOOTEl'l SPACING POS1 SIZE (FT) TYP< ... '"' '" '" 21 21 27 27 21 " 21 " " " " 30 30 ... ,"J' " '" '" " " " " " " '" " '" " 30 30 .... ..., 3\ 30 30 30 " ". ." 21 " '" " '" " 30 30. 15'-5- 14'-r 13'-10" 13'-2" 12'-'- : 11'-S~ 11'..Q" 10'-r 10'-3" ..,. 11'-1. ..,. r... 1'-5" 1'-1. 15.-6" 14'4" -14"-1- 13'.r 13"-1. 12'-r 1Nl" ,.... '.-0- V-5~ .-0- ..r 8'-3" 1'-11" r.r . . . . . . . . . . c c c c c 13'..(l" 12'.T 11'-S- 10'-3'" ,.0" .~. 8"-11" ..... 8'-7 T-T: T-1' N' 8'-3. .... 5..... B 21 27 28 30 8 21 28 2a 29 8 21 2lI. 27 29 B 21 25 27 28 B 22 25 28 2a B 22 25 28 21 C 22 2-4 2G 27 C 22 2-4 25 21 C 22 2-4 25 .20 . C 23 23 :zs 2EI C 23 23 2-4 25 C 23 23 2-4 25 C 2-4 2-4 2-4 25 C 23 23 23 2-4 C 2-4 2-4 2-4 2-4 ----- C 22 28 29 31 -13'..0" 8 21 27 28 30 C 22 21 2lII 30 12'-2" 8 21 28 28 2ll C 23 21 2lII 30 11'-5- B 21 . 2lI 21 2ll C 23 21 28 30 10'-3- 8 21 25 71 2a C 2-4 28 28 29 11'-9" 8 22 25 2lI 28 : C .. 23 28 21. 29. 11'..... 8 .22 25. 20' 21. C 2-4 28 21 28 8'-11- C 22 2-4 20 21 C 2-4 25 X7 28 8'-8" C 22 2-4 25 21 C 2-4 25 21 28 8'.2" C 22 2-4 25 :ze o 25 25 28 X7 T-r C 23 23 25 2B o 25 25 28 21 1'-1- C 2J 23 24 25 o 25 25 25 28 6"-8" C 2J 2J 2. 25 o 25 25 25 2EI 8'-3- C 24 2-4 24 25 o 28 28 28 28 5'''''' C 23 23 23 24 ~..2!....-2!...~.2!....~_-=-~~~~ 8. FOR SINGLE SPAN A TIACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT is NOT SUFFICIENT FREESTANDING AND MUL TISPAN UNITS USE TABLE 4..& OR 4.9 9, FIND THE QC SPACING OR ., OF FASTENERS FOR ATTACHING . TO WAlL FROM TABLE 10.5- . - . 10. USE THE APPROPRIATE DETAILS FOR P~TlO SLABS FOUOW 1-6 FROM ABOVE THEN SLAB 7, .oErERMlNE MAXIMUM SlAB SPACING FROM TABLE 4.1 OR 4.6 SLAB 8, USE THE SMAllER OF THE SlAB SPACING OR HEADER SPACING SLAB 9. POST 'A' MAY BEUS8JFOR All ATTACHED UNITS ON SLAB SLAB 10, FOl.l<::l'N 9 AND 10 FROM AOCNE ... ..., 32 " 31 31 31 31 30 " ". " " " ". 30 30 30 .. laDle 4,:> Post SUbStItutes . So_ J Ciit:ulaf . I O.Q41"X3"'X3" O.lB8""X3"D ~.'B8"'x3"'x3"' O.188'"X4"'D - O.188'"X4"X4- O.168"'x5"D _ O.1ts8'"lC5"")O. 'U.l68""X6L1 frPOST ,. I ' , , . , , i i "I' '-'~ I----,r---{ NON-CONSTRAINED ;OOTI~"", r'T POST .. . ' . :;- -=f3~~ S~AB,. 11 ~fOOT(~ ::~ _."'-;,:, CONSTRAINED "":::D.Ot\lb!J ..' , ,....... (' ~. .~,. -~ '._':.::_.~ ~y \ J"\ \ c. , :.:.1::: 12/31/ ) 211512004 Page 13 of 34 ".0 POST SPACINGs FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AREAS . I O.04l.~~"teel~ J 12ga.?~11T~(;~ 1 . Altached Fl'l!eStanl:I~ or AttaChed Freestancltng or SIruclure Mullisoan.- . SIruclure Mullisoan.- MAX POST LB<<:nH - MAX aMX POST l.DI3TH MlN FOOTER tf I 1(1' I 12' POST WIN FOOTEA 8" I 10' I 17 POST GIZE COHSfRAHED I'OOTER SPACING POS'1 SIZE CONS'TRAIEO fOOTER TYPE "". V I yo I Y (FT) TYPE V V I '\I' I '\I' ~ CkI)(1n)(kI)~ LNE ~ (PSF) TlllIl WIDl>< (FT) OW< POST SP..,.., ""SlAB .(F1j - 8O"MPHEXPOSURr: fI. 10 .. IN)" A 4.5 15'.'" A S 13'-7"" A 5.5 12'..... A S 11...... A 6.5 10'-5"' A 7 V.r A 7.5 V.," A a a--tr' A G r-e- A 10 fr-V A 11 Il'.T A 12 5'..a"' A 13 5'-2" 11 14 "-10" A 15 ....(1"' A HI 4'.3" A 17 4'~ II UiO"Mf= I EXPOS\JR - B .. Irq A . 4.5 15'-'. A 5 13'.7" A 5..5 12'...... A IS 11"-4" fit. '6.5 10'-5" A 7 "'~. A 7.5 ll'-I" A a IHr A. G 1'-6" ^ 10 O"-V' A 11 8"-T . A U 5'-8" A 13 5'-2" A 14 4'-10" A 15 4'-8" .A U, 4'-3" A- 17 4'..(1'" A.' -lKi'MPHEXPOSlIRE:: ,'- 10 10 POST Ram FOR SlAB """ POST SP","", (FT) A A A A A A A A A A , , , , , , , , A A A A A A " A A A , . . . . . . -"... '" '" " " " " 22 22 22 22 23 23 " 23 2< 2< 2< 25 I. '" '" " " " 22 22 22 22 23 23 2< 2J 2< .2< 2< "25" ,. ,. " " " " 22 22 22 22 23 2J " 2J " " " 25 '" '" '" " " " 22 22 22 22 23 23 " 2J " " " 2S 2' " " 2' " " 22 22 22 22 23 23 " 23 " " " 2S 22 22 22 22 2' " 22 22 22 22 23 23 " 23 " " ". --"-' 11'..0- IU'" 10'-1~ .... .... .... ..... 7"-11" ,... 1'-'. if-tO'" .-r .-" s'" S.... 8-4' 5'.2" s.... 'U'" V_IO" ..... 17-5" .... 8'-V" ..... 7'.11" ,... 1'-'. tf-lo- .-r ,.,. s.... S.... 5'-4" SoT 5'-0"" " " " " " 21 '22 22 22 22 23 23 " 23 " ,. " .~: 22~ 22 22 " " 21 22 22 22 22 23 23 " 23 " 2' " L. .. , 11'-0" A v-r A lG 20 21 22 ....5 15'-'. A ff.r A 20 20 "21 22 5 .:3"-7' A v-S"" 11 20 20 20 21 5.5 12'-4" A 17-3" A 21 21 21 21 G 1"""" A V.(T' A 21 21 21 21 8.5 10'~ A 8'-8'" A 21 21 21 21 7 V-8'" A 8'-8'" A 22 22 22. 22 7..5 V-1. A 1'-11. A 22 22 22 22 I IS'..fr A 1'4" A 22 22 22 22 '" roe A 1'.1. -A 22 22 22 22 10 S'4" AS'-10"B 23 232323 t', 8".2" A 1S'-7" 8 23 23 23 23 12 5'-8"' A It.,- 8 24 24 24 24 135'.2" A 5'4"823 232323 '14 ;4'-10" .A 5'-G" 8 24 24 24 24 15 4'-8" A .5'.... 8 24 24 ;1'4 24. 18 4'..)'" A f/-7 8 24 24 24 24 17 4'.tF A 5'-fr 8 2S 25 2S 2S r~f~n1:T ~ I :; I ~ I ~ I ~ I ~ I ~ II 34"1'" C "'.... C 31'-8'" C 2V-1' C 24'~' 0 U-7'" 0 25'-8' O' 25'.1' 0 24'-7" 0 "".... 0 "".... 0 lV-l'. llt-1' 15'-4' ".... lV.'r, 15'-8" ~ 3..... ".... 31'-e- 2V-1' ".~. 27',r 25'-8' 25'.1. 24'-7" "".... ""..... 11t-11' llt-l. 18...... 17'-1!" 1lt.7 15'-8' 15'-7 c c c c o o o o o o o ,; E E E f f f .. .. 30 30 ." " " " " 33 33 .. .. " " 35 35 .. .. .. 30 30 " " ". " " 33 33 .. .. " 35 35 " .36:. 33'-1'. C 29 32 32'-8"' C 28:. 32 31'-8'" C 30 31 29'-1. C 30 31 24'... 0 31 31 7T'-7'" 0 31 31 25'-8" 0 31 31 2$'-1' 0 32 32 24'-7'" 0 32 32 22'-0" 0 33 33 20'-8" 0 33 33 1V-11' 0 34 34 18'-1. E 34 ,.- 11S'''. E 35 3S 17'-8'" E 3S 3S '18-.7 E 3S 35 15'.:r E 35. 3S ....!!:!...~.2!.......2!... "",..., C 30'-5' C zr-11' C o f f_ f f f f " 32 " " 31 " " 32 32 33 33 .. .. " " " " '" 32 " " " 31 " 31 " 32 33 33 .. .. " 35 ..35 35 ',:36: .. 33 33 " " " 31 " 32 33 33 .. .. " 35 35 35 '" .. '" 33 35 33 35 32 .. " .. 32 34 31 33 32 33 " 33 33 33 33 33 .. .. .. .. 35 35 35 35 35 35 35 35 ~36., 36. -- .. 33 33 " " 32 31 " 32 33 33 .. .. .. 35 35 35 '" I :; I : I ~ I: I U,041~ SleeI 00\Iet1eaJ Atti::'hOOfF~cir structure IMultispan Units OW< POST LB<<ml IS' I to' I .1~ I:ONS!lWED FOOJfR ~.I''lf' "y ~. LNE """ (PSF) 1lUll INlO1l1 (FT) 35 35 35 .. .. .. 33 33 33 33 33 .. .. 35 '35 35 35 '" OW< FOSJ SP..,.., ""SlAB (F1) ~MPH~\;;~ 4 7'-T A 7'4' 8 18 18 20- 45 "'..... A 1'-1. 8 UI 18 1" 5 5'4" A 8'.10" 8 18 18 151 5.5 5'-7 A 8'-r 8 HI III '" 8 4'4" A 8'-3'" 8 1" 1" 1" 1.5 4'.S" A $'4" 8 '" 1" 1'" 7. 4'-1' A $'-0" 8 1" 1" '" 75 3',10" A 5'-4' 8 '" '" '" 8 3"-7" A 5'-7 B '" '" '" "3'-7 A 4'-10"820 20 20 10 2'-10" A 4'-7" 8 20 20 20 11 2'.]" A 4..... 8 20 20 20 12 2'-4- A 4'.7 C 21 21 21 13 7-T A 3"4" 8 20 20' 20 -;O;;;;'EXPOO::iRec------- 25 4 7'-7' A T.fl' 8 .fB 18 20 4.5 S'-4" A 1'-1- 8 'lB 18 19 5 5'-9" A "'-10" 8 18 18 '" S5 5'.T A 8'.7" 8 18 11 '!1 I 4'4" A 8'--3" 8 '" '" HI I.S 4'.S" A 5'-9" B 1" 1" 19 7 4'.1' A 5'-0" 8 19 '" 19 75 3'-10" A 5'-4' B 19 I" 19 8 3'-"" A 5'-7' 8 19 1" 19 ", 3'.T A 4'-10" B 20 20' 20 10 2'.10" A 4'-7" B 20 20 20. 11 7-"" A 4'-4' B 20 20 20 12 2'-4' A 4'.7 C 21 21 '21 f3 7-2" A 3'.fl' B 20 20 20 -iiOMfi:~8 ~-- 30 4 6'.(1" A 5'.11. B 17 18 19 4.5 5'-4' A 8'-8" B 11 11!! 19 5 4'c1[l" A 8'-4- 8 II!! 18 19 5.5 4'-4' A 5'-8" B 18 11!! 18 (I .'4'-0" A 5'-5' ,8 11!! 11!! 18 1.5 3'-8' A 5'-T 8 UI 18. .18 7 3'-$'.. A s'q.. .'8- 121" -18" -.t8-- 75 3'.7' A 4'-10" B 18 18 1a a 3'.(l" A 4'-8" B '" Ul 19 9' 2'-8'" A 4'-5" B 19 '" 19 10 2'~ A 4'.2" C 19 19 19 11 2'-2" A 3'-V. C 19 19 19 12 2'-0" A 3'.7" C 20 20 20 ---- POST OW< Ram POST FOR SPAClNC Sl..A8 (FT) .... ""'... POST "'" lYPf ... (>>, ~ '" 35 35 .. .. .. 33 33 33 33 33 .. .. 35 35 35 35 .. " OVER- ""'" IFJl U ,. 7 .. 3' ..- . .... S . , ,. .,. ,. ,.. ,. ,. 10 ,. ,. ,. ,.. ,.. 2' ,. '" ,. ',. '" ,. ,. 10 ,. 10 20 20. ,. 21 ,. "'. '" I. ,. I. i,. '1C". " ,. 10. I. ',9' ,. 12 (Ia 3.:n:10" steeS C Hearn A.aached 'FrieStaooirG or structure Ml.lItisDan Units toW( FOSJ LB<<ml FOC?Wt 12' I 15' I 11' SllE~FCI01'ER' : ;;I'~I~ OW< POST "'''''''' (F1j ".... 27,r ""... ""... 1V.2" 11'.'- IT'" ,0.3- 15..... 14'-10" 14'.(l" 13'-4. 12'.1. 11'.7" 24'-8'" 22,r ""... ""... 19'-2" 18'-S" IT'" 11'"-3" 1S'4" 14'-10" 14'-0" 13'-4' 12'-1. 11'.7" ""-T ""-,. 1(1'-3' 11S'-4. 17-7". 18'-0:'. IS.S.' 14'-11. 14'~ 13'.7" 12'-7' 11'-7" 11'.1. '- POST TYPE f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f ....e.. f f f f f f " " " v v v " " 2Il 2Il .. .. .. 30 " 20 " V V V 2Il 2Il ". '" .. .. .. 38 2S 2S 20 20 " " 'V v v " '" 20 '" 11' .... . '.S 07S , N1A N1A NIA N1A N1A N1A TABlE 4.7 TRIBUTARY WlOTHS FC?R ~ Sl>N-l ATTACHED STRUCTURES PROJECTlON Of SlNGl.E spm S11.lCTl.RES (FT) 12' 13" 14' 15' 18" 11' fJ' 8.5' r 7S 1'":-. as I.S l' 7.5' I'" a.5'.' v r 7.5' IS' a.5' ,R:' 9S 7:l!i 7.75' 1!!.25' 1.7S' 9.25' 9.7S' .7.5' IS' 8.5' V 9.5' 10' WA 8.25" a.75' ".25" '9.75' 10.25' WA "'A 8' 9S 10'. 10.5' NfA torI. NfA .N/A '1D.2S 10:75' torA N1'A NtA WA M'A: NfA NlAN/ANlAK'AM'A NtA NfA N/'A WA Nt"A H/A'. N'A IV .... 'U "... 10.75' '" 11.25'. '.11.5' 11.75' " NIA N1A . .. .... S' N1A NlA NlA N1A NlA NIA HIA NlA . .... S .... 5.7S' N1A NlA NlA NlA NlA HIA NIA IU S '.S . '.25' NlA NlA NlA NA HIA NlA NA .. . .... 'U 10.25' 1!l.5' 1,0.75' 11' 11.25" 11... NlA NlA 33 32 31 31 31 30 30 .. .. .. .. ,. .. 30 .. ,. 33 33 32 32 " 31 31 30 30 30 " 30 33 " " " " 30 38 .. '" ... " " " 38 .. .. .. " 33 35 33 .. 32 ,. " .. 32 33 31 33 '31 32 30 32 38 31 30 31 .. 30 38 30 -- 32 31 " 30 38 .;29 "'2g .. .. " " ,. ,. .. 35. 33 .. 32 .. 32 ,. 32' 33 31.... 32 '''31 32' 30 32 30 32 30 31 .. 38 .. 38 " 30 -"""""'rn:6 "" ,. '0.5' 11' 11.25' 11.5' 11.75' ." '2.25' ... HIA NlA ". "... 11' 11.5' 11.7S' ." .2.25' ,.. 12.75' 17 ,..- NA " 35 " ,. .. .. 33 33 32 " 31 31 38 30 "" 11' 11... " 12.25' ,.. 12.75' .. '32' "... .- NlA EQUtVaIentF 1Cters Constrained NorlConstrairi: 1 Footings Footings -d"(in) -rl'Cin) 18 16 19 20 20 22 21 23 22 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 30 38 31 39 32 40 33 41 34 43 35 44 36' '46 37 47 38 48 Table 4.11' THIS TABLE MAY BE USED WITH ALL STRUCTURES ,~~~:2~{~-~"~~\;;", C:J.',,/f -..;..' ~"'~; " t :... \ '..z..[ '. ::- \ L'2./ ,72580PEY":_\ ". "'" " '28 12.75' 17 '3.25' ,..- 13.7$' .- 14.5' NIA \\,' 0P, [r,' rV,1 1'7 \ ":./' -' ,,-' .'. - /' I \. ;'')'''...(>.' ,- ~ ':....<~..: \:;!:::~;L~:~"~..> . Ir--'--~'''----'- . {EXF!(~/~;~():.,j !.i;~::. '-_..._-_._~ .---- 211512004 ~~_1~_~f34 4.0 POST SPACINGS FOR P ~T10 AND COMMERCIAL COVERS USING STEEL HEADERS IN NORMAL WIND AR"':"S O.041'"X3"X.f" .teel CIaVer1ea1 12 ga J.:nn r ::steel {,,; ~m O.fJ41")Cj""Xj.~"leel uoveneal II 12 ga J.o"'XllT ":tee! t; t:Jeam AttachElCl Freesiarlding Or AuaChed FteestariQing or Attactle<l Freestaooing or Attached FreeStanding or str ~cture Multispan Units . st'UCture Multispan Units Structure Muttispan Units Structure Multispan Units uve "',. "'" POST "'" MAX POST U .lGTH "'" MAXPOSTU -JTH LIVE "',. "'" POST "'" MAX POST LENGTH "'" MAX POST lENGnt ,(WI WIDTH POST ..au POST ... ""'roo .' I ,. 17 POST ... FOOTER . I ,. 17 lOAD WI"'" POST REaD POST MlN ""'''' . I,. I 17 POST ... "",roo 17 I os I 1< (!'SF) (FT) SP"",", FOR SPACNr POST "'" ~"""" SP""," POST "', 00NST1'-"NED 00Tal (!'SF) (FT) SP""," FOR """'"' POST "" CONS1'1WNED. FOOTER """'" POST m' CONST1WNED FOOTER ON SlAB SlAB (FT) TYP' .... ... ... ... (FT) TYPE ... .... ... ... ON SlAB SlAB (FT) lYPE ... ... I ... I ... (FT) TYPE .... ... I .... I ... (FT) . (in)' (In,. C., "" (In' (In, (In' "', (FT) (In' (In, "" (In' (In, (In, (In' (In) " ,., 12'.... A go-)" A 22 22 " " 29".1- C " " " " 1lO MPH EXPOSURE C t1.8!!,!e 4.12 . 11..... A .... A " 22, =B " 28':4. 0 " ,,~ ~'" ".35 3D . fUJ"~_ _.A 1t-11- .~ 11 " =-11:1__ '" 22'-2"- ~, 25 --)2 '" " - equivalent Footers ,- .. 1.0'--=S- A ... A 23 23 23 23 21'_7'" 0 " " " " .., S...." A .... . 11 " " '" ",~,- , 25 " " '" Depth of Circular Footing 1 .... A .... A 23 23 23 23 25'-4. 0 33 33 " '" , .'-10'" A .~. . " " " " 1V-3" . ,. " " " ~ Ename1lroro~Iar"'lOtlng 1~ V-l. A 1'-11. A 23 23 23 23 25"-1. 0 '" '" " '" ,., .'..." A .... . " " " " '18""'" . ,. 3D " " "d"(ln: 'Z- ,.- 2." 30" . .... A '4' A 23 23 23 23 24'-7" 0 '" '" " '" . ..... A 5'.S. . " ... " " 11'-7" . ,. 30 " 33 '2 15" 12" I, " , Nt' A T-l. A 2< " " " "'... 0 35 " " 35 .., N' A 5'-). . " " " " 1<-<1' E ,. 29 " " 13 IS" 12" ,2" 12" " .~.. A 1t.10'" . 2< 2< " " ",-a' 0 " 35 " " 1 .... A ,-<1' . " " " " 15'-5" E " 29 " " ,. 2." 12" '2" 12" 11 ,,7' A "r . 25 25 25 ," UI'-l1" 0 35 35 " 35 ,. 3'-2" A .'.10'" . " " " ,,, 14'_11" . " 29 30 " . '5 30" 13" 12" 12" 12 .... A ..,- . 25 25 " " 19'-1- . '" '" '" '" . )'q. A ..... . " " " " 14'-S" . " 29 30 " 16 36" ,6" 12" 12" 13 S'-2" A ,.... . 25 25' " 25 18".... 'E '" '" ,,; .. , .... A 4'-5- . " " " ." 1:r-7" E 2& " 30 " 17 43" ,S" 12" 12" .. 4'-10'" A .... . " 25 " 25 11'-4' E " " " 31 " .~... A .'.2" C " " " " '12'-2" E ,. 2& 29 3D 16 52" 23" '3" 12". " ..... A 5'.... . 25 25 " 25 1(1'-2" . " " " " " 7-7' A .... C " " " " 11'-7" . 29 " ~ 30 '9 61" 27" 15" '2" " 4'-3" A .~,. . ,. ,. ,. " 15'-4" . " 31 31 " " .... A )'.r c 20 '" '" '" 11'-1" . " ". ,. 3D 20 71" 3'" 'B" '2" 11 ..... A "... . " " " 25 15'-2" . " '" '" .. -90 MPH EX.PO$URE c 2' 62" 36" 2rr '3" iao MPt- EXPOSURE ' 10 . .'.S" A 5'.10'" , " " " " ,.... , 23 30 32 '" 22 94" 42" 24' 15" '" . 8'-11" A 1'-10'" A " " '" '" "... 0 " '" 31 " .., .'... A "... . " 11 " " 11'-4" . " 30 32 33 23 108" 48" 27" '7" .. T-11- A T,r A " " " '" 22'-11. 0 " 29 ." 32 , "r A ,,7' , 11 " " " 15'-11~ . " ..29 " " 24 nle 54" 31" 2rr . 7'-1" A .IN1' A " " " '" ",~,. 0 " 29 30 " ,., ,-3' A 4'.11" . 11 11 11 " 15'-2" . " 29 " 32 25 nla 61' 35" 22" ,., .... A .... . " " " '" "'... 0 " " 30 31 . ,... A ..... . 11 11 " " '4'-6" . 25 29 '" 32 26 nla 6'i!" 39" 25" . 5'-11" A .... . " " " ". 19'-7" . 21 " 29 " .~ .... A ..... . " 11 11 " 13'-11" . 25 " '" " 27 nla 77' 44" 26" ." ...' A 5'-10'" . " " " " 18'-10'" . " " 29 3D 1 .~r A 4....- . 11 " 11 " 1:r..." . 25 29 3D " 28 nla 88" 49" 31" 1 5'-1- A .... . " " " " 18'-2" . 25 " 29 '" 1.' 2'-5" A 4'-2" C " " " " 12'-3" . 25 21 29 30 29 nla 00" 54" 35" 1.' 4'-(1" A ,.... , " " .. " 17'-6" .. " " 29 30 . 2'-3" A ]'-10'" . 11 11 11 " 11'-10- . 25 21 29 30 30 nla 106" 00- 38" . .... A 5'-3' . " " " " 18"-1" E " " 25 29 , '-<1' A .~r c " " " " 1r-1" . " " 25 3D .31 nla 11r 66" 42" ". 3'-11" A 4'.11- " '" '" '" '" 15'-2" E 29 29 29 29 " . 1'-0" A )'-S" C ,. " " " 1a-6" . ". '" " 29 32. nla 129". 72" '46" .10 .... A .'... . 20 '" '" '" 14....- . " 29 29 29 " "-7" A ..," C " " " " .... . " " " " 33 nla 141" 79" 5" " ... A 4'-5" . '" '" '" '" 13'-4" . '" 30 30 3D 110 MPH EXPOSUf ~ c 34 nla '54' 67" 56" 12 7-11. A 4'-3" . " " " " 13'-1" . '" '" 30 3D ao . "-<I' A 8'-11" C " '" " 32 H'.T" . " 31 33 35 35 nla '68" 95" 61" " .-a' A ]'-10" . " " " " 11'.11" . 3D 3D 30 3D .., 2'.8' A .-a' 0 20 20 " ". 1)'4' . 25 " 33 '" 36 nla nle 103" 66" .. .... A )'-(1" . " " " " 11'-5"' E 3D 3D 30 3D , 7-5' A .~' 0 '" "'. '" " 13'q . 25 30 " " 37 nla nla 112" 72" VoMPt-EXPOSl.IftE: ,., '~7' A "... 0 '" 20 20 " '11'4' . 25 30 '" 33 38 nla nla 121" 7B" '" . 8".11- A 1'-10" A " " '" '" "'-<1' 0 " 30 " 33 . '-<1' A S'-S. 0 '" '" '" '" 11'-2" . ,. 29 31 " 39 nla nla 131" 84" .. 7'-11- A T~r A " " " '" 22'-11" 0 " 29 31 " ." 1'-10- A ,-3' 0 '" '" '" '" ,.... E " 29 31 " 40 nta nla 141" 91" , 7'-'" A 8'.U. A " " " '" ",~,. 0 21 29 30 " 1 "... A '-<1' 0 " " " " 10'...... . " 29 30 " ., nla. nla '52" 96" 5.5. "eo.5" A .~.. . " ,. " '" 2!T.5" O. ." ". 3D 31 ,. "-T" A 4'-10'" 0 " " " " .0'-5" E " " 3D " THIS A6LE' .iAv BE USED WITH . S~11" A .~' . " " " " llr-r. . 2'( " 29 .31. . ',1'..q" A .'... 0 " " ." " go.l. ., ." . " ,29 31 ALL STRUCT JRES . "~ ;', .., 5':5' A 5'.10" . " -19- - HI' ."19 18'.10" ... "28"' "'28" 29 3D \.~'i:.\)PRO~ 1 $'-1" A .... . " " " " 18'-2" . " 29 29 30 rABLE 4.6 Post ReqUirements TABLE 4.9 Post ReqUIrements for "\ . SO'. 1~ 4'-0" . A 5';5" . " " " " "... . " '" 29 3D for Attached Structures Freestanding structures ~ <(;.\"l.GINEE:..<;o'-O . 4'-5" A .',- . " " " " 1(1'-1- E " " " 29 Post Desc<tptJon Max >'OS! Post DescriptiOn Max , ;r-l1" A 4'-11" . '" '" '" '" 1$'-2" . 29 29 29 29 Hot Height 't- 10 .... A .'... . '" '" '" '" 14...." E 29 29 29 " I Twin O.U32"'X1.5"'X1S 6' A O.041"'X3"XJ. Steel CIOYer 6' 72580PE ':f " ... A 4'-5" . 20 '" '" '" 1:r-8" . 3D '" 30 '" IClOYer O.024"x3"x3"' Alum 12' A p.188"x3''x3'' steel S9,.uare '5' " 2'.11. A 4'.3" . " " " " 13'-1" . 30 3D 30 3D IO.024'Post v.1th Sk!~1atet 1<1 A 0.168"x4")(4" steel Sg.uare '8' G " .... A 3'-10'" . " " " " 11'-11" . 3D 3D 30 3D ICIa\o<erO.~A1um 12' 6 D.18lhO"'X5" steel SQuare 16 H .. .... A .... . " " " " l1'-S" . 3D 30. 30 3D IColot\ia:I 0.062" Extruded '2' (; 'R~~?R~GONf~/7 , O.041"lc3"x3" Steel Clower '2' 0 GENERAL INSTRUCTIONS FOR THESE TABLES O,041"x3"x3" steel CkM!r 6' E 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOVVN O.1ss-x3"X3"SteeI~ua,. ,,, F frPOST < . AI iJ.....l/ ~ 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT O.188"x4"x4" SlDeI Squanl '6' G I : i"'?)>)~' Y' ,;::-/ 3. DETERMINE WIND AND $NON lOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 4.4 OR 4.9 ,. I.. - ....'t~\/ , (pATIO UNITS USE 10 PSF MIN, COMMERC1Al UNITS 9. FIND THE OJC SPACING OR # OF FASTENERS FOR ATTACHING Table -4.10 Post SUbStitutes , ,.\ ' ;; ~O\j\' . .. USE20PSF M!N) . . TO WAlL FROM TABLE 10.5 Square J Orcular. rOOT lNG, ., . '.. '::. .".~..' .:: ., I ~ .. . 4.' CHOOSE A PANa FROM TABLES 1.1 TO 1 A 1HA T HAS ADEOUATE . 10. USE THE APPROPRIATE'DETAILS U.041"):::n:3] O.ltstrx3'"O ""':;;r t~ aEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN O.168"X3"x3"O.1~ ----.-- 5. DETERMINE TRIBlfTARY WIDTH FROM TABLE 4.2 OR 1,.7 SLAB 7,'DETERMINE MAXIMUM SLAB SPACING FROM TABLE 4.1 OR 4.6 O.188'"X4"'X4-J O.18B"X5"D -"---1 ' ~e-J.lllTlo.f,~ Ui-\;;~'J 2iJl(n_.__J CALCUlATE FROM TRIBUTARY DIAGRAM ON PAGE SC020.2003 SLAB 8. USE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING O.181n5"'X5.. O.18fr'X6"U ~ON-CONSTRAINED CONSTRAIN" u 6. CHOOSE A HEADER FROM TABLES 4.1 OR 4.6 THAT HAS .SLAB 9. POST 'A' MAYBE USED FOR ALL ATTACHED UNITS ON SlAB ADEClUA TE POST SPACING. SLAB 10. FOlLOW 9 AND 10 FROM ABOVE 2I1sI2OOa 7. USE THE APPROPRIATE FOOTER SIZE SHQ\IVN. Paae 15 0134 5_0 POST SPACINGS FOR PATIO AND".... _..=....CIAl COVERS USING I BEAMS IN NORMAL WlND AREAs 4"')( 3- I oeam Aitached SlnJcture UVE """ (PSF) 008 "'D7H (l'T) " .. . I. I. POST RE<n> FOR SlAB 13'''''" 12"-fO" ".... "-0' '11'-8'" 11'"". 11'-1" 10'-10" 10'-r 10'-3' V-IO" V-4' ...- <-2" r-r" 7'-1-. ..r 6'-3"' "'" POST "''''"' (l'T) Freest:andinQor Multispan Units . "'" POST UNGTH 17" IS' I 18' """""""'F<l<1TCR V'V'V ~ ~'....!:L .... POST TYPE """ER "'" V ....!!L 17..... 12"-10" t,.... 1>-0' 11'..s' 11...... 11'-1' 10'-U7" 10'-1". 10'-3" V-10" ..r 8"-10" S'.T T.r 1'-1- ..r 6'-3- --,;-- A A A 8 8 8 8 8 8 8 8 8 8 8 , 8 8 " 22 22 " 23 23 " " " " .. .. .. .. .. .. .. .. A A A A 8 ~ 8 8 8 , , , 8 8 8 8 , 8 21 21 22 22 22 22 23 23 23 23 23 23 24 24 24 24 " " " 25 .. .. .. .. .. .. .. .. .. .. 2G.. 26 .. .. .. ... ~- 21 22 22 23 23 23 " " " 25 .. .. .. .. .. .. .. .. 23 22 22 23 23 23 " " " 25 .. .. .. .. .. .. .. .. 23 22 22 23 23 " " " " " .. .. .. .. .. .. 28 28, IX 4- I oeam ~ Freestand~ or Structure Muttispan Units "'" POST LENGnt FOOTEJl 12" I 15' I 18' ~ COHSlRAlNED FClOTER ~ ~I~I;; "'" POST ..... SPACING POS1 (l'T) TYPE 23 23 " 23 23 23 " " " " .. .. ,. .. ,. 28 ,. .. ~8 2N' , 21'-11. 8 21'-3'" e . 2C'-a' C 20'-1. C IV-a- C 1V-3" C 18'-10" C 18'-1' 0 17'-6'" 0 17'-(1" .0 1C1'-6" 0 16'-1" 0 15'-3. 0 14'-3" 0 13'-5" 0 12"-1" 0 23 " 23 23 23 23 " " " " 28 28 28 .. .. .. .. ,. 23.... 22'-8- 21'-11- 2t'-3' "'... 20'-1. IV-a' 1V-3" 18'-tO" lS'..I" tT... ,"-0' I.... Hr-1" 15'-3- 14'-'- 13'-5' 12".T" 8 8 , , C C C C C o o o o o o o o o 25 28 en " 28 28 " " '" '" 3t 32 32 33 " 28 .. .. 28 28 '28 en " .. 27 27 28 28 28 28 28 28 " .. " " " " " " " 3D 30 30 '30 3t 3t 31 32 32 32 32 32 32. 33 33' 33 " 33 33 " 33 33 33 33 33 33 33 33 --- 33 33 33 25 28 " " 28 28 " .. 30 30 3t 32 32 33 33 '33 " 33 28 28 en " 28 28 " " 30 30 3t 32 32 " " " " .33:. " " " " " .. en .. " " 28 " " " " " 30 30 30 " 31 31 '32 32 32 " 33 33 33 33 " 33 " 33 33. ..3i._ -- " " " 28 '" " .. " 30 30 " " 32 33 33" 33 " " ,..... 33'-3'" 32',,- 31'-3' 30',5" "'.r "'-0' 28'-5' 27'-10" "'... 25'-11- 25'-1' "..... 23'-10" '23'"-3" 22... 22'-3" 21'-10" "'" POST .... SPACO<<lPOS> (l'T) ...... ,..... 33'.3" 32'-3" 31'-3" 30'.5" "'... "'-0' "'.... 27'-10" ",.,. 25'-1'. 25'-1" 24'-5" 23'-lt1" 23'"-3. 22... 22'-3' 21'-10" ,.'... 33'-3- 32'-3' 31'-3' 30'.5" "'... "'-0' "'.5" 27'-10" "',,. 25'-11" 25'-1' 24'-5- 23'-10" 23"-3' 22... 22'-3. 'U"_10"_ lU"'X:J,:'-1 Deam Attachel::l Freestanding or Structure MuItispan Units "'" POST LENGnt FOOTER 12' I 15' I 18' SIZe CCNS'tRAIEO FOOTER ;; ;:;I~I~ o o C . o . . o E E E E E E' E E E E C o o . . o . . E E E E E E E E, E. _E:' o C C . . o o o E E E E E E E E E E " 30 " 3t 32 32 " " .. 35 ,. ,. ". ,. ,. " " .. " 30 30 3t 32 32 33 33 .. " ,. ,. " '" ,. " " " " 30 " 3t " " 33 33 .. " ,. ,. " ,. ,. '" " .. 3t 30 " 3t 32 " 33 33 ,. " ,. ,. " ,. ,. " 39 .. " ,. 32 ,. 32 33 32 33 32 33 32 '33 33 " 33 33 ,. ,. 35 " '" ,. ,. " 37 37 ,. ,. " ,. " " 39 " 40 40 -- 3t 3D 3D " " 32 33 33 ,. 35 '" '" " " " " 38 .. 32 ,. 32 ,. 32 " 32 33 32 33 32 33 33 33 " " ,. ,. 35 35 " ,. " '" 37 37 '" '" ,. '" " " " '" 40",40,- 3t 3D " 3t 32 32 33 33 ,. " '" '" " ,. ,. " '" .. 32 32 32 32 " 32 33 33 ,. " '" '" " ,. ,. ." 39 .. I~I~I~I~I=I ..'... 33'.,- 32'-3' ,. ,. ;, " 33 " 33 33 ,. " '" '" " ,. ,.. " " .. 4"X"Sloeam Anached Freestanding or Structure Multispan Units O'OST "'" ~ ""'POSTlENGnt ~ 'POS! MlN FOCITER 12" I 15' I 1&' FOR. SP~ SIZE iX'lNSTRAINED FOOTER SlAlI " (FT) v v: I V I V . . (WI) (In) CIn) (In) "'" <.DAD 1Rl8 WI"'" (R) "'" POST SP,""", ON"-'B (R) 1IO~~8 4 7'-2" A 4.5 15'". A 5 5'..g" A S.5 5'-2" A 8 4'..g" A 0_5 4'-5' A 7 4'-1- A 7.5 3'-10" A 8 3'-7" A II 3'-2" A 10 2'-10" A' II 7-1" A 12 7.... A 13 '7-7 A - ~ EXPOSul:EC 2S 4 1'.2" A 45 15'..... A S S'-8" A 5.5 5'-2" A e 4'.g" A 0.5 4'..s' A 7 4'-1' A 7.5 3'-10" A 8 3'_7" A II 3'-2".' A 10 2'-10" A. 11 7-7'" A 12 2'.... A 13 7-2" A to MPH EXPOSURE a 4 It-O" A 4.5 5'...(" A 5 4'-10" A 5.5 4..... A 0., 4'-0" A e.5 .3"-r ,., ',,7.. '3'.5'" . A 7.5 . 3'-2" A 8 3'-0" A II 7.fr A 10 7-5" A 11 7-2" A 12 7<f' A (PSF) " " OVER, HN<G non a t' x. 2S . ,..- ,. <S' . . T . ,. ,..- . 'OA WA WA WA WA WA WA WA . ...- . .... 6.75' WA WA WA WA WA WA WA I. . ...- . ..". N1A W' WA WA W' '"' WA t'-O' .... 8'-1'. 15'-1' 7'4:..'. Go-10" N' 5'-11" .5'.T" 4'-11" 4'-S' <-0' ,.... 10'.7" "'0'-3" 0'.'0" ..r 8'-10- .',. T,r 7'-1" "r 5'.11- ..,- 4'-10" 4'-S'" 4'-1'. 10'-7" I.... V-tO" V-T"_ 8'-10" ..x T.r 1'-1' ..r S'.11~ .-,- 4'-1(1" 4'-5': 4'-1. , 8 , o o o o o C o o o o o 8 8 , C '0 o C o C C. o o o o , o C o o o 'C C o C o o o to ,. ,. " " " 21 " " " " " 21 " to ,. ,. 21 " " " " " " " " " " to ,. ,. ,. ,. ,. '" '" '" '" '" '" '" '" '" ,. " " " " " " " " " " " ,. ,. ,. " " " " " " ". " " " " ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. " " " " " " " " ". " " " 2' :21 " " ;, " " " " " ." " " " " " " " ,.. ,. ,. ,.. .,. ,. ,. ,. ,. ,. ,. 22 22 22 22 " " " " " " " " " " 22 22 22 22 " 21 " " " " " " " " 22' 22 " " " ,. ,. ,. ,. ,. ,. ,. ,. T"'X 4- r beam Auached FreestarlOlr'<l or Stn.icture Muftispan Units "'" POST LENGnt t.CN FOOTEJI 17'1 15' I 18' POST Stt( CONSTRAINED FOCITER TYPE .~ ;;'I'~_I'~ MAX POST "''''"' 1FT] 18"-10'" 18',1- tT'" >7-0' la... 115'.1- 15'.3" 14'-3" ...... 11'.11' I.... .... 8'-11' ..,- 1&'-10'" 18'-1' >7... tT-O' ..... 16'-1' 15'-3- 14'-3" 13'4:." It'-H' ,.... .... &'.11" 8'-3. tT'" 11'-1' ..... "-0' ,....-t1. ~3'-tQ" 17-10"' '2-0' 11'-3" "-0' '-0' 8'-2" . T'" o o. o o E E E E E E E E E E . o o . E E E E E E E E E E . o E E E 'E T E E E E E E 2< 2< " " " " 28 " .. " " 21 21 21 2< 2< " " " " " " " .. " " " 21 " " 2< 25 " ", "'25' " " " " " " TABLE !I.2 TRIBUTARY WIDTHS FOR SINGlE SPAN ATTACHED STRUC'TURES PROJECTION Of SINGlE SPAN STU::lVRES (R) '17 13' 14' 15' 18' 17' 8' 0.5' l' 7.5 8' 8S OS 7' 7.5 8' 8.5' V r 7.5 &' 8S V a.5' 7.25'. 7.7S 8.25' e,75' ~.25'. 11.15' 7S 8' 8.5' V as 10' NlA' 8.25'..8.75' 8.25' 8.7S' 10.25' HlA NtA go 11.5 10' 10.S' NJA NtA NlA NtA 10.25' 10.75' NtA NIA WI. Nil. NIA NlA .M'A MfA M'A MfA NtA NIA WA WI. NJA NIl. MfA HlA 11" .. .. ...- 0.7S' T WA ',NIA NIA NIA' WA WA: .. . ...- t' t..25' 10,S' 10.7S" tt. 11.25' "..- NIA WA ,. ...- I. ,...- 10.7S' tt. tt.25' tt..- 11.75' 12 WA ,'^ " 25 " " .. 28 " " 28 " .. 21 21 " un: 5.5"" I beam Aiiacned Freestand~ or Structure Multispan Units w.x w.x POST LENGTH POST t.aN tooTER 1?, I 15' I 1S' SPIoClNC .p()s\ . SIZE CClHS1'R.AHED FOOTER . (FT) l'YPf! v. vi "'tt'".1 "'tt'" --~~ 20 28 27'-10" E 27 28 27 28'-CI'" E 28 20 27 25'-11' E 28 20 27 25'-1' E 2(1 20 71 24'..s' E 29 28 27 23'-10" E 30 20 28 23'-3" E 30 20 26 2Z-8" E 31 26 20 2Z--3'" E 31 20 28 21'--5" E 32 20 26 20'-8" E 33 27 Z1 20'-1- E 34 27 I1 10'-0" E 34 ~.2!........!!:!...~~ " " " " .. .. " " .. ." " en " 21 " " " .. " " " " " " " 21 21 " 28 27"-10" E 27 20'-8" E 27 25'-11. E 77 25'-1.' E 27 24'..s" E 27 23'..10" E 26 23'-3" E 28 22'-8" 'E' 28 22'-3". E 28' 21"--5" E' 28 20'-8" E 77 20"-1" E 27 1V.e- E 77 111"-(1" E ---- 25 " ,. " " " ". ". " " " '" " " '" '" " " .,25 25 25 " " " '" " I L. 21 21 21 21 " " 25"- " " "/- z5: lis'; - /2$-' ;:: "'" POST "''''"''' ""....... (R) aoMA'~ 4 17'-0"" A 4.5 .15',1' A 5 13'-7" A 5.5 17""" A o 11'..... A 0.5 10'-5" A 7 ll"-6" A 7.5 11"-1. A 8 15'-6" ,., . r-r A '10 6'-8" A 11 tr-T A 12 5'-8'" A 13 5'.2" A 14' 4.-tO" A 15 4'-0" A 16 4'-:r A 17 4'-0" A ~EXPOSUU. 3 4 17'-(1" A 4.5 1S'.t. A 5 13'-7" A 5.5 12'.... A o 11'"". A 0.5' 10'.5'". A '7 0'-8'" A 7.5 11"-1. . A 8 8"-6" ,..1. 8 7-6" A 10 15'-t" . A 11 (1'-2" "A 12 S'-8- A 13 S'.2" A 14 4'-10" A 15 4'-6" A 10 4'.3" A 17 ...,q. A.' GO MPH EXPOSURE c- 4 -~ T-~ A 21 21 23 ~ 23'-6" B 25 26 28 4.5 t!l'.1" A 17-10" A 22 22 22 23 22'-8'" B 20 26 28 5 13"-7" A 17-S'" A 22 22 22 23 21'-11' B I1 77 27 5.5 12'.... A 17-(1" A 23 23 23 23 21'-T a: I1 I1 27 o 11'",,- A 11'-6" a 23 23 23 23 2C'-8'" C 28 2a 28 0.5 10'.5' A 11.....- e 23 23 23 23 2C'.t. C 28 2a 28 7 v-a. A 11'-1" B 24 24 24 24 1V-8'" C 2(1 28 2ll 7.5 V-1.. A 10'.10" B 24 24 24 24 111"-3. C 29 29 211 8 &'-0" 1.10'-7"825252525 18'.10"C30Xl30 a T.fr A 10'-3- e 25 25 25 25 18'-1- 0 30 30 30 10 6'-8" . A V-8" a 20 2l'I 28 20 IT.fr 0 31 31 31 11 8'-2" AV-1.a 20 202020 17'-0"0323232 .12 5'-8" A 6'-6"" 8 2e 20 20 20 18'.fr 0 32 32 32 13 5'-T A fI'--O"' e 28 2e 20 28 11t-1. 0 33 33 33 14 4'-10" A 1'-1" e 20 2e 26' 20 15'.3" I? 33 33 33 15 .4'-8" A T-1. e 20 26 20 ~ 14'.3" 0 33 33 33 lIS 4'.3" AI5'-7"'828202828 13'-5"'0333333 17 4'-0" A 6'-3" II 20 2lI..2!.....2!.. ~~ 2-..2:...._ 33 I t. f:n~r ~ I :::; I ~ I : I ~ I ~ I :: j f,;~.1 : I :: I :: I : I : II ,.. t. "..- tt. .11.25' .11.5' 11.75' 17 I,.... ,'-" WA WA 21' 22' 10r--W, . 11.\ 11.5\_ 11.5 ~ 12' \. 11.75' '-12.25', "- 12' .12S' 12.25' 12,1S' 12.5' 13' 12.15' 13.25' 17 13.5' 13~. 14'. HIli HlA 28'-4" E 2ll '25'-4' E 27 24'-6" E 28 23'-8" E ~ 2JQ' E 211 .2Z-fJ" 'E 2(1 "71'-'11 ~ -'... . 30 3-':.5--7"--30"" j1'F: )EI ()31). '-,21)'-3'" r.E" .. 32~ ,,;:V~_~ J:\ \.~,.:.: ."ial~1:'; E 33 " 18'-2" E 34 / ;r;-,~": -. ". tt..- 17 12S~ 1irS: "13'.:: 13.25- 13.S' 13.75' t<. 14.5. '"' -'~(:r.'.; 21 '" " " '" " 30 "31 " 32 33 ,. ,. 35 29 31 32 211 30 32 .28 30 32 28 30 31 2ll 30 31 30 30 31 30 30 31 3t 31 31 31 31 31 32 32 32 33 33 33 ,. .. ,. ,. .. ,. 35 35 35 --- " '" '" '" " " 30 3t 31 " 33 ,. ,. 35 " 30 30 30 30 30 30 31 31 " 33 " .. " 32 " " 31 " 31 31 it 31 " " ,. ,. " '" '" 28 28 " " 30 ,,30 ';=~ '-32; '32" 33', ,. 30 32 30 " 30 31 30 31 " 31 " " '"'30" "'30 30 30 31 31 32 32 :'-32\ 32 '~ 33 ,.. .. l'AIi m- .-----2/15/2004 Page 16 of 34 5.0 POST SPACINGS FOR P"TJO AND COMMERCIAL COVERS USING' BEAMS IN NORMAL WINO AREAS 4""X :so I beam rX4"IDeam AttaClleC] Freestanding Of Structure Muttispan Units WJ< "OST LENGni FOOTER 1~ 15" 1~ SIZE CONST.:AtEO OOTER "It" Y "It" "If' (In) ~) .(kU...~ 29 29 28 :so 29 28 28 28 30 30 30 30'" 30303030 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 32 32 32 32 33 33 33 33 33 33 S3 33 33 33 33 33 33 33 33 33 33 33 33 33 34 34 34 34 ..: llT'X:iS I beam Attached ' freestanclmg or Structure Multispan Units. 4""XS' I Dean Attached Freestanding Of Structure MultispanUntts loW( POST lBfGTH 1~ I 15" I 18' 00NSTRAlNED FOOTER "'I"""" (In) (in) (In) '-'1. 4- I Deam Attached I-reestanding or Structure Multisoan Units WJ< POST LENGni MlN FOOWl 1~ I 15' I 18' POST SIZE ~FOOTER TYPE ~ :'1;:; I : UT"X ::I,::i~ I r ,-.am Aitac:hec:I Freestaooing or Structure Muftispan Units WJ< POST LENGni 12' 115: 1,8" CONS'11WNED FOOTER ;:-I~J'~' !AB'o" :.~ ,. 32 ,. " ,. " 30 31, ,. " ,. " 30 ,. ,. 30 31 31 32 32 32 32 33 33 .. .. ~ SlJ",",,, FreestaOOtng or Multispan Units WJ< 'OST LENGni 12' 15' 18' ::a.IS1 lAINEO OOTER "" "" "" (In) (kl) (kl) 23 23 23 24 24 24 24 24 ~ 24 24, 24. 24 24 24 24 25 25 25 25 ~ 25 25 25 25 ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. '" ,. 27 27 27 LIVE LOAD (PSf') "'" WIDTH (F1] WJ< POST "''''''"'' a< SlAB 1m 5..5 12'''- e 11'-4. 6..5 _ 1U-6' 7 V... 7.5 V.1" a 8'-6" . T... 10 6"-9" 11 8"-2" 12 5'.8'" 13 5'-2" 14 4'-10" 15 4"-6" 18 4.-3" 17 4'q -W"MPi""EXl"OSURE 20 4 8'-11' 4..5 T-11" 5 T"1" 5.5 6".5" 8 5".1,. a.5 5'-5" 7 5"-1' 7.5 4'-8" I. 4'-6' o 3".11~ ,10 3'-8" 11 3.-2" 12 2'.U" 13 2'-a" 14 2'-G"' - QO"MPH EXPOSURE 20 4 8'-11' 4.5 T"11' 5 T.1' .5.5 8":-5." e' 5':'1- 8.5 5'.5-,.' 7 5'.1' 7.5 4..17 II 4'-6' o 3".11- 10 3"-8" 11 3"-2" 12 2'.11- 13 2'-a" 14 2'-G"' POST ReaD FOR SlAB WJ< POST SP~ (FT) MAX FOST "'" SPACING POS1 (1:T) TYPE WJ< POST MlN SPACING POSl (FT) TYP' w.x POST lENGlH '12' 15' 11a" CONST ;AlEO FOOTER '"If' V V (..., (ill) (In) " " .. " " .. .. .. .. 35 35 35 .35 35 35 30 30 30 37 37 37 30 30 30 " " " 30 30 30 <0 <0 <0 <0 <0 <0 41 41 41 42. 42 42 42 42 42 LIVE LOAD (PSF) TRIB WIDTH 1FT) WJ< POST P<?ST 'l;EO't SPACING FOR ON SLAB SLAB (F1] 00 MPH EXPOSURE C 4 6'.qo II 4,5 5"-4" II 5 4'.10" II 5.5 ,4'-4" II e 4'-0" II 8.5 3'-8- II 7 3".5" II 7.5 3'-2" II tl 3'Q '" 9 2'-a:' '" 10 2'-5" A 11 2'-2" '" 12 2'.{J" '" -, ;)"Mp'j:j EXPOSURE~ .<<J 4 4'.e" '" 4.5 4'.{J" '" 5 3'.r '" 5.5 :)".3" '" 6 3'.0- '" 8.5 2'-11" '" 7 2'-r A 7.5 2'-5- A 1 2'-3" '" 9 2'.{J" '" 10 1'-11" '" 11 '..r '" - 1"1O'MPH EXPOSURE C so 4 :)"Q '" 4.5 2'-8" '" 5 7-5" '" 5.5 7-2" A 8 2'.0-. '" &.5 1'.10" A 7 1'-9" '" 7.5' 1'-r. '" e 1'-6" '" WJ( POSTMl~ SPACN: f>OSl (F1] M'f WJ< POST SPACING (FT). WJ< POST MlN SP"","" '= (FT) TYPf MlN FOOTER POST "" TYPE "" "" A 23 A " A " B 24. . " . 25 . 25 . 25 . ,. . ,. . ,. . ,. . ,. . ,. . 27 FOOTER "". '" "" " " " " " ,. 37 " ,. " .. <0 " " " FOOTER 'IZE '" "" ~OOTEII "" ',," "'" -'-- ,. '" 11'.0- '" to'-8" _ '" 10'.3"'~ '" V-10" A .... '" .V.2" A .... A '-0' A T-r A T-O' '" 8"-r '" 6'.3' '" 5".11. A 5"-r '" 5"-4~ -- 21'-3" 7!7'" 20"-,. ,.... 1&'.3- ,.... 11'-4' ur.3" 15'.2" 14'-3" ..... ..... 12'-1~ U'-6" 10',11" . C C C C C C . o o o o o o o 31'-3"' 0 30'.5" 0 2V-8' D "'-0' 0 .28'-5" 0 27'-10'" e 28'-9" E 25'.11' e 25'.1" E 24'-5" e 23"-10'" e 23'.3" E "'... . 22'-3" E 21"-10" E ,. 10'~ ...' 1r-11' 'a'-l" T'" 1r-10" .... 5'.11' 5'.r 4'-11" 4'-5" "-0' .-r . C 'C C 'C C C C C C. C C C 20 21 22 11'-11" 0 23 20 21 22 1T.l- 0 24 20 20 21 18"-8" E 24 20 20 21 18".0- E 2S 20 20 21 1~1' E ~ 20 20 20 13'-10" e 25 20 20 20 12'.10" E 25 20 20 20 12'-0" E 2S 20 20 20 11'.3' e 2S 20 20 20 10'-0" E 25 20 20. 20 y.o- E 2S 20 20 20 1'-2" E 25' 20 20 20 t-6" e 25 ---~I'"""'-- ~: ~: : ~~ ~f.:~: ,: ~. la 1a 19 20 ltr E 23 13 la 19 20 12'-5" E 23 1a 1a la 10 11'-4' E 23 1a Ilia 19 10'-G"' E 23 1a la 18 19 V-9" E 23 18 18 18 18 V.l- E 23 18 18 18 18 8'-G"' E 23 '18 11 18 13 T.r E 23 18 18 ;8 18 &.10" E 23 18 la 1a 19 6'-3" E 23 -------- " 2D 2D 2D 2D 2D 2D 2D 2D 2D 2D 2D 2D ,. 25 " ,. 25 25 ,. 25 25 ,. ,. 25 25 ,. ,. ,. ,. ,. 25 25 ,. ,. 25 25 ,. 25 27 27 27 27 ,. ,. ,. 25 '25 25 ,. 25 25 - 26'-4. E 28 25-4- E 7T 24'-6'" E 211 23'-8" E 211 23'.1- E 29 22'-6" E 29 21"-11" E 30 21'--5- E 30 21'-0- e 31 20'.3"" E 32 1&'-6" . E 32 la'-l'- E 33 .~-=-~ '25r- ,. 25 28 20 ,. ,. 30 3\ 32 32 33 .. a'-s" T... .... 6'-1- 5'-r 5'.2" 4'.10- .'... '-'.2" .... .~' 3'-1' C C C C C C C C C C C C " " 23 23 23 23 23 23 23 23. 23 23 ,. 25 " " 23 23 23 23 23 23 23 23 27 ,. ,. 25 " " " 23 23 23 23 23 24'.1-' e 23'-2" E 22'-4" E 21'-8" E 21'-1' E 2O'-e" ,E 2a.". . 19'-r E. .19'-2" E 18''''' E 1G'-G"' E' -~...!.. ,. " 27 27 " ,. .,. ,. ,30 ,3\ 31.' " 2. 2' ,. 27 ,. 2S 20 ,. ..,. 31 " " ,. ,. ,. ,. ,. 20 ,. 20 ,. " " 31 31 31 30 30 30 30 30 30 30 3\ 31' 31 II 10'.9" '" 10'-4- '" 10'.{J" '" 11-8. '" 9'-3' ,., a'-G"' '" T-11- '" T-S" A 8".11" ,., 6"-2" '" 5'-7' '" 5'.0- '" 4'-r '" 4'-3- '" 3'.11' . 20 . 20 . 21 . 2' . 21 . 21 . 2\ B 21. . 2' . 21 . B 21 . 2\ . 21 . 21 . 21 20 21 20 2' 21 21 21 21 21 21 21 21 21 21 21 21 21 '21 21 21 21' 21 21 21 21 21 21 21 21 21 22 22 22 22 22 21 21 21 2\ 31 21 21 2' 31 21 19'.1" la'.S' IT-V IT->- ..... 18"-4' 15'-11' 14'.11' "'.0- ..... 11'.3' 10'.3- .~" a'-8' '-0' C 24 25 C 24 25 o 25 25 o 25 25 o ,. ,. o 26 28 ,0 7T 7T o 27 27 o 27 27 o IT 27. o 27 27 o 7l 27 o ZT 27 o 27 ZT ~ ...2!- ....E- 27 ,. ,. '" ,. ,. 2' 27 2' 27 27 27 " 27 27 2' " " 27 27 27 27 " 27 27 27 " 27 27 " 28'.3' 21'-2" 25'.3" ,..... 24'-9" 24'-2" 23'-r 23'-1- "',,. 21'-11" 21'-0" 2a~' lV.9" 19'.3' 18'-10" o 27 29 31 32 E 28 29 31 32 E 28 29 30 32 E 28 29 JO 31 E 30 3Q 3Q 31 E JO 30 30 31 E 31 31 31 31 E 31 31 31 31 E 32 32 32 32 e 32 32 32 32 E 33 33 33 33 E 34 J.4 34 3'- E 35 35 35 35 E 35 35 35 35 2.......!!...~~.2!... '.-0' .... 1r.11- a'-1- N" 8'.10" N' 5'-11" S'.r. . . . . . . . ,. ~ 21 22 22 22 22 22 22 22 .22 22 22 " " 22 22 22 " .i2: 23 23 " 22 22 " 22 .22 " " " 23 23 " " 22 22 22 11'-8" 10'.2" ..,. ...' T.... T-1' .',. .',. "... E 22 24 E 22 24 . " 23 . 23 23 . 23 23 . 23 23 . 23 23 E 23 '23 . 23 23 --- . .. " .. .,. ,. " " 23 23 23 23 23. 27 21'-2" E 28 30 31 33 28 20'-4- E 28 29 31 32 25 lV-8- E. 29 29 31 32 25 19'-1" E 30 30 31 32 24 16'-e" E 30 30 3D 32 24 1T'1~ E 30 JO 30 31 23 15"-11" E so 30 30 31 23 14'-100 E ~._ 30 30 30 23 /<f~~~}3";~~~'~~>'~~OO '" / c?/. 72580PE \'\:: \ ~ L_~. '" 10'-11" '" 10'-4' '" 10'-0" A V,--8' A Ii.,.. -'! 6'-8". '" T-11' '" T--5' '" 6'.11' A 8'-2" '" 5'.]" A '-0' A 4'.]" II 4'-3" A 3'.1,- e 20 20 21 22 B 20 20 21 22 e 21 21 21 22 e 21 ~1 21 . 22 B 21 21 21 22 '!l . ~.1 : 21 ,2; . 21 ' B 21 21 21' 21 e 21 21 21 21 e 21 21 21 21 e 21 21 21 21 B 21 .21 21 21 e 21 21 21 21 e 21 21 21 21' o 21 21 21 21 ....!.......!L--1L~ 21' 111'.1' C 18'.$" C 17'..v 0 17'.-3' .0 18'-9" 0 18':-1- O. 15"-11. 0 14'.11- 0 14'-0" 0 1NJ" 0 11'-3"' 0 10'-3' 0 11'-4" D .... 0 <<r 0 24 25 27 28 28'-3~ 0 21 24 25 28 27 27'-2" E 21 25 25 28 27 2G'.3" E 28 25 25 28. 27 25'-8" E 29 28 28 2fI 21 24'-11" E 30 '2(\ 26 ~:. 27, ,2'-'-2" .:E . . ill , 27 Z1 Z1 27 23'.r E 31 ZT 27 27 V 23'.1' E 31 27 27 27 27 zz.r E 32 27 Z1 27 27 21'-11" E 32 21 Z1 27 21 21.-0"' E 33 27 27 27 T1 20'.... E 34 21 27 27 21 lV-V E 35 27 27 27 27 19'-3" E 35 21~..2!.....2!..._...!!:.!!.....!........!.... ,. " ,. ,. 30 30 31 31 32 32 33 .. 35 35 30 31 32 31 32 30 32 30 " 30 31 '30, .31- 31 31 31 31 32 32 32 32 33 " " .. " 33 35 35 30 30 i'ABLE 5,3 Post Requirements for Attached strUctures' fABLE 5.4 Post Requirements for Freestanding Structures Post oescnptJon Poot Descnption ~POST ;"1 A 1? A 111 A 1~ 8 12' C 1~ D ". E 15' F Hf G Max Height " 15' '" 18 >'OS1 O,041"'X3"X3"'steel~ ~. l00-x:n:J'" steel Sg,uare 0, 18B"X4"'X4"' Steel 5g.lJare D, 1~"X5'" ~eel SQuare ITWin ( O32"'Xl.5""X1.5- ~Ctao..er 0.024-x3"lc3" Alum ~9.024-Post wit! SlcIep!ates ICkNef 0.040"x3"x3~ Alum _Colonial 0.062" EldnJded IO,041-x3"x3" SteelClCNef ~O,041"x3"x3" Steel Clover IO.,88"x3"x3"'steel~ual'8 ~O.lS8'"x""x4. Steel $Quare E F G H ,-\ '.. r~1 \ ('.REr';Of\! J / 11- '\. .'\VF,"" ...... "",:./...~.., I POST, ," ',ve \ " ~\"'_'., ,'" J3..::l.,Sl........!, ~-',- '.' '--"-"'-". i i .:-::~='-'~'~~~j~;~':}/ :! ;---rmT~ . .._,_._."'_~ _:,:~ [;' CONSTRAINED GENERAL INSTRUCTlONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTIoN, WIDTH AND OVERHANG Of UNIT 3. DETERMINE WINO AND SNON LOAD OF STRUCTURE SITE (pATIO UNITS USE 10PSF MIN, COMMERCtAl UNITS U$E 20PSF M(NI 4. CHOOSE A PANEL FROM TABLES 1.1 TO 1.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CAlCUlATE FROM TRIBUTARY DIAGRAM ON PAGE SC02-2003 6. CHoosE A HEADER FROM TASLES 5.1 THAT HAS ADEOUA TE POST SPACING. 7. USE THEArrn....".,,~TE FOOTER SIZESHOVVN. 8. FOR SINGLE SPAN A TTAa-tEO UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANOINGAND MUlTlSPAN UNITS USE TABLE SA. 9. RND THE OIC SPAONG OR' OF FASTENERS FOR ATTAOUNG . TO WAlL FROM TABLE 10.5' 10. USE THE APPROPRIATE DETAILS FOR PATlO SlABS FOLLOW 1-6 FROM ABOVE THEN SlAB 7. DEtERMINE MAXIMUM SlAB SPACING FROM TABLE 5.1 SlAB 8. uSE THE SMAllER OF THE SLAB SPACING OR HEADER SPACING SlAB 9. POST 'A' MAY. BE USED FOR All ATTAQ-lEO UNITS ON SlAB SlAB 10. FOLLOW 9 AND 10 FROM ABOVE frPDST " I ' , , , ii 1'" u~_ I---'d"- NON-CONSTRAINED I T T....5.5 ---n SQuare J <><CUiar .' O.041"X:r"XJ" O. 188"'X:rO , -' O.l88"'lc3"'X3" O,168"'X4~D ----oT88"x4""X4- O,l88"x5-0 . U.18B"')O-x::i~ O,188'"Xb-D . "CJD!I~\ -'-..'-'-'---'-- .. C:\jt: i2/:3~/ ~ -~ 211512004 Page 17 of 34 6.0 POST SPACINGS FOR L .,TTlCE PAno AND COMMERCIAL COVERS USING sOx BEAMS IN HIGH WINO AREAS lNE lRlll LOAD, WlDTl1 .,.." (FTJ O.U42'"'X3""X8"" Heaaer Attached fF ...._........,lg or Structure I Multispan Units ""'POSTt.e<<ml 8' I 10' I 17 """"""'" FO<mR ...,...,... ()l) ~l' (in) Douoce U.U4ro-xu- HeaOer Attached FreEstanc1iio.. structure MUltispan Units ""'POST""""" FOOTEJl 8' 110' 112' mE ~FO<mR ;;. ;; r ~ I ;:; , l.JOUble O.WL"""'.2"'"Jr:t:j.:=.- Header Aitached Freestanding or Structure Muttispan Units ""'POST""""" FOOTER ... 1 1lJ' I 12" mE <XlNSTIWNED FOOTER __;:; ;:;'1;:;1;; PO:rr Beau FOR ..... "'" POST "'''''''' (FTJ .... POST TYPE "',,,.. mE ... .... > ~"o ,-, ~... ~~~ 'ftT ... " Zl '" Zl '" Zl " Zl 21 22. 21 21 Zl Zl Zl " Zl " Zl Zl 23 Z3 23 Z3 23 23 'Z3 23 23 23 23 Z3 23 23 23 23 -- 23 Z3 Zl Zl Zl Zl 21 " " " Zl Zl Zl Zl Zl Zl Zl Zl 23 Zl Zl Zl. 23 Zl Zl' Zl Zl Zl Zl Zl Zl Zl 23 Zl 23 Zl Zl " Zl " 23 " Zl " . 23 2. Zl 23 Zl 23 Zl 23 Zl 23 Zl 23 23 23 23 23 Zl 23 23 23 23 23 23' 23 Z3 " -E-~ "'" POST "''''"'' '(FTJ " " Z3 Z3 Z3 23 Zl Zl Zl Zl Zl Zl Zl Zl Zl Zl Z3 Z3 2Ir... lV-7" ,.... IT.V' 11'-" ,.... 15".10" 15'-3'" 14'..v 13',11- 13'-3'" 12"-8' 12'-1~ 11'.7" 11'-2" 10'-10" 'U... 10'-2" " " " " " " Z3 Z3 Z3 23 Z3 " " " 23 Z3 " ~ 18'_7" 8 21 18.....~ 8 22 17"-'" 8 23 17'-7" 8 23 11'-1" e 2. lB'-5~ e 24 15"-10" 8 24 1S"-3'" 8 25 14'-0" C 25 13'-11' C 25 13'-3- C 211 12"-8" C 211 12"-1~ C 27 11'-7" C 'Z7 11'-2" C 'Z7 1lJ'.'~ 0 28. 10'-8'" 0 28 10'-~, '0.. 28 - --.;. ---- 1V-3" 8 18'-10" 8 18'Q B 17'4" B 1T-l~ 8 111-5"" 8 15"-10" 8 15".3'" e 1....v C 13'-'" C 13"-3" C 12'''''' C 12'-1. C 11'-7" C 11'.T C 10'-10" 0 10'-c" 0 10'-2" 0 -- .... POST TYPE . . . . . . . . C C C C .C C C o o o " " Zl Zl Zl " 23 23 " " " " " " '" '" '" Z1 " Zl " " " " " " 2S 2S '" '" Z1 Z1 " '" 28 '" " " " " " " " " " " " " " 2S '" '" '" Z1 " " ,. " " " " 2S 2S " '" '" " " 27 28 28 _.28. " " ,. " " " " " 2S 2S '" '" Z1 Z1 Z1 28 28 '" 2S 2S " " " " Z3 " " ,. " " " 2S '" '" '" Z1 " 25 2S " 2S " " 2S 2S 2S '" '" " 27 " 28 28 '28':. 2S 2S 2S 2S 2S " " " 2S 2S '" '" Z1 Z1 Z1 28 28 28 "'" PO:rr "''''"'' (FTJ ,. '" 2S 2S 2S 2S " " " " " 2S 2S " '" '" '" " '~A '13'-10" A 13'.2" A 12'-7" 8 12"-0'" B ".-7" 8 11.-T 8 10'-0" '8 10'-5' B V-10" B v.....; 8 .8'-11" B .... . ..... . 1'-5" B 6'-11" .... '-2" '" '" '" '" '" '" " 2S 2S " '" '" " " 27 28 28 ...2!.::. 13'-1- 12'-10" 12"-1" 12'-;4" ".... 1,..7'" 1'..2" 'U-V 'U'" V-10" .~" 8'-11~ .... .'.... N" 6"-11' .... U-2" '" '" '" '" '" 2S 2S 2S 2S " '" '" Z1 27 Z1 28 28 '" .... POST TYPE . . . . . . . . .. . . . . . . . . . . . .. 13"-8'" A III 13.-3'" A 20 13'-0'" A 2lJ 12'-7" B 21 12"-0'" B 21 11'-7'" 8 21 "'.2" 8 22 10'-9" B 22 10'.5'" B 22 V-10" B 22 V....- B 23 8'-11" B 23 '8"-c" e 2. 8".q" 8 2. 1'-5'" 8. 24 0'.11' 8 24 8'-c" e 24 8'-2" B 2. --- " " " " " " " 21 " " " Zl Zl " " 23 ". " 21 22 .23 21 22 23 21 22 23 20 21 22 20 21 22 20 . 21 22 20 21 22 21 21 22 21 21 21 21 21 21' Zl " Zl .22 22 22 Zl " Zl Z3 " " " Z3 " " " 23 " " 23 " 23 " --- " '" " " " " Zl Zl Zl Z3 Z3 Z3 " " " ,. " " " " " " " " Zl " Zl Z3 Z3 Z3 " " " " " ". Zl " Zl 23 Zl " Zl " Zl " 'Zl " Zl " Zl Zl Zl Zl Z3 23 23 " 23 " 24 2. 2. 2. 2. 2. 2. 2. 2. 24 .2._ ~'204'_ -- 21 23 24 21 23 2. 21 22 23 21 22 23 21 22 23 21 22 23 22 ?2 23 Zl Zl Zl Zl Zl Zl Zl Zl Zl " " " " " Z3 2. 2. 2.' 24 2. 2. 2. 2. 2. 2. 2. 2.. 2. 2.. 2. ~~~ UVE ""'" TRIB WWTH (FTJ "'" PO:rr "''''"''' ON"'" (FTJ ;00 MPH EXPOSURE B " . 8".11- A 10'-5" ..5 1'-11" A V-10" 5 T-1~ ... v...." 5.5 8'-5" A "'-11- B 5'-11" A ....2" 8.5 5"-5" A T.r 7 5"-1' A 1'.(1" 7.5 ".-9" A 8'-6" 8 .'-5" A 8'-2" II t-". A S-5- 10 3"-6" II "'-II' 11 3'-2" A .'-5'" 12 2'.11- A "'-1- 13 2'-a' A . 3'..v - iilO'MPt-i'Expoi,/R"f"C"" - 20 .. 8"-"- ... 10'-5' ".5 1'-11' A V.10" S 1'-1' A v...." S.5 8'-5" A 8.-11' 8 5"-11" A &'-2" 8.5 S-5" A 1'-7'" 7 S-1" A 7'-0" 7.S ..-9" II 6"-6" 8' ,,'-S" A 6'-2". II 3'"-1'- A 5"-5'" 10 3'~ II .:-11' 11 3'-2" II' ..-5" 12 2'-11" A ....-1- 13 2'-8'" A 3"..e" -- 110 MPH EXPOSURE B . 8"-11' A ..5 1'.11. A 5 1'-1. A 5.5 6'-5" A 8 5"-11~ A 8.5 5'-5-_ A ~'_7_: ._-5"_1. .,;. A 7.5 ".-9" A 8 "..S- A 8 3'~11. A 10 3'-6" A 11 3'-T A 12 2'-1'. A l'OST "'" ""'" POST FOR "''''"'' ...... (FTJ (PSFJ " " OYER . HN<<l ~ . . " l' .S 7 . 2S NtA 3' M'A 3.S M'A " .... ".5" NlA . f<, . f<. l' f<. u.o:I2'"x:.nJr HeaOel' Attached Freestandu1g or Structure Muttispan l.Jnits ""'POST"""" ,. 1,0' 112' COHSTIlAIED """'" ...1..../ ... "" "" "" .10'-5- 0'-10" .~' 8'.11~ '8'.2" T-r N1' .... .6'-2" .'.. "'-11" ".... "..t" "" POST TYPe . 17 . " . 17 . 17 B .1B . .. . " . " . " . .. B' 18 . .. . " 8. lB . . . . . 8 . . . . . . . . . . . . . . ;~.B.' . .. . . . . FOOTE! mE ... "" 20 21 22 20 21 22 20 21 22 18 20 21 III 20 21 III 20 20 18 III 20 18 18 20 18 III 20 lB 111 20 lB .111 20 III 20 21 111 .20 21 20 21 22 18 21 22 23 18 21 22 23 18 21). .21 22 18 20 21 22 IB 20 21 22 IB 111 20 21 III III 20 21 1~ 111 20 21 19 111 18 20 ill: III 20 21 III .,11 ~ 20 21 III 20 21 22 18 20 21 22 111 20 21 22 -- .1B. ,,' .. ... ... .. ... " " .. .. .. " " " '" " '" " -.Jll..' " .. " " " " " " " " ." " ",.. " " " " " " IJoUbIe O.04Z'X3"'X8'" Header . Anact.ed f~ eX Structure Multispan Units 1M:( w.x POST I.BIG1M POST "., 'COTEJ It I 10' ) 12' SPACN:: POST SIZE CONS'TRAINED FOOlB (FT), m>E ;; ;:1;:; L; Z3 Z3 22 " ,,' " ,,- " '" " " Zl Zl ,.'.go- 13'-11" 13"-3" '7'" 12"-1" 11'.7" 11'-2" 10'-10" ,U... V-II. V-5' B'-11' ~.r 1"1' '.'-7" 13'"-2" ,,-V ...... ..-V 11'-11' 11.-3. ,U... 10'-1' 'V-7" '.2" 8"-10" ..... T-1" 14'..g" 13',11" 13'-3" ..... 12'.1.. 1~'-7" 1,.-2'"' 10'.10" ,.... V-1I" V_So 6'-11-. H B 111 22 C III 21 C III 21 C 20 21 C 20 21 C " " C '" " C 21 21 C 21 21 o 2\ 21 o Zl " o Zl " o Zl Zl o Zl Zl . C C C C C C C C o o o o o . C C C C' ~ C C C o o o o " '" '" " " " Zl " " 23 Z3 Z3 " '" " " " " " "- Zl. Zl Zl Z3 " " " TABLE 6.2 TRIBUTARY W11rniS FOR SINGLE SPAH IIlTAOED STRl.X:TlRES PRoJEcTIoN OF SN3l.E SPN4 ST1XTURES (FT) v 10' 11' ..5' 5" 5.5' S SS .,. 5S 8' 6S 5.75" 6.25" 6.75". NrA M'A l' M'A Nil. NlA M'A HlA HlA NTA MIA HJ!- HlA NtA M''' NtA NIl. HIA HlA M'A HIA 12" 13' 8'." ,es 8.5" .. l' T. .7.5' 7.25" 7.75' 7.5" ,. MfA 8.2S' HlA. NtA NIA -.to. M''' :N/A NlA rII" NlA .:""' ". l' 7.. . .... ... 8.75. . f<, N1. N1. "" ,. 7-5' . ... B.75' . '1l.25" OS' .... .... N1. N1, ,. . ... . ~.25' U 8.15". ,u \0>5' N1. f<. f<, IT as . .. uS" ,U 10.25" '8-5' 10.7S f<. N1. N1. ,. . 1l.S' ,. 10.25. .10.S" 10.75" II' 11.25' 11-5' f<. N1, lJOUDIe U.WZ"llTx6.:J' HeaOer AI1ached F~ or Sln.<tu<e M_ Units ""'POST""""" .... ""'l." )10' 1.'2' POST SIZE ClONST'RAIED FOOl'ER TYPE .;;. ;:; ,.:; I. ~ "'" POST SP","" .(F!). 23 n " Zl Zl Zl " " " " Zl Zl Zl Zl 24 10'-5" B 2. 0'-10" B 23 V-4" 8 23 8".11. B 23 ,.~ B 23 8"-0" B 22 1'-5" B 22 8'-11. B 22 8'~ 8 22 5"-10" B 22 5'.3" B 22 ,,'.go- B 22 ......- B 22 .'-0" B 17 17 17 17 " " IB ." IB " " " " " 18 21 21 111 20 21 III 20 21 III 20 21 III 20 2D 18 111 20 18 111 20 18 HI 111 18 18 19 18 18 20 18 18 20 111 20 21 III 20 21 20 21 22 -- IlAX POS7 ..."""" "'...... fFTJ -~EXPOS1.JRe ~-- 10 . 11'-0" " 14'''''' A III 22 ..5 15.-1- A 13'-10" A 111 21 S 13.-7" " 13"-2" " III 21 5.5 12'......- A 12'-7'" 8 20 21 6 11........ A 12'-0- 8 20 21 8.S 10'-5" " 11'-7" 8 20 21 7 v-a" A 11'.2" B 20 20 7..5 V-1. A 10'4' 8 21 21 B 8'-8'" A 10'-S- 8 21 21 g T-c" A V-lo- B 21 21 10 '6'-V' A W..... 8 22 22 11 8'-2" A 8'.11" 8 22 22 .12 5'-8- A 8".2'" B 22 22 13 5"-2" " 1'-7" B 22 22 1. .'-10" A 1'.(1" 8 22 22 15 ...-a- A 6'-6" B 22 22 16 ..-3'" A 6'-2" 8 22 22 17 "..(1" A S'..v B 22 22 -~..... l00MP"-iEXPOSUREC- --- -- .. 11'-0- A 13'.2" A 19 22 ..S 15.-1" A 12"-11" A 20 22 5 13'.r A 12'..... A 20 22 5.5 12'-.. A 12".S- 8 21 22 6 11......" A 12".(1" B 21 22 8.S 10'-5"" A 11..1" B 21 21 7 W-8" A '11'.2" 8 22 22 7.5 V-1" A 100.go-. B 22 22 8 tt-8'" A 10'-5". 8 22 22 'll T-fr A W-10" 8 23 23 .....i' 10 8'-9" A W...... B 23 23 .' 11 6'.2" A 8'-"~ 8 23 23 ~;;.'" 12 S'-8. A 8".2"' 8 23 23 13 5"-2" A 1'.7" 8 23 23 14 .'-10" A 1'-0" B 23 23 J5. ".;-6" A 8'-8" ..8. 23 ~ 18 ".-3" A 8".2" B 23 23 17-'. .'-0- A. S4".. B - 23. 23 -'~~I:e---- ..10 . 11'-0- A 13'-7" A ..5 15".1" A 13'..... A 5 13'-7"' A 13'-'. A 5.5 12"...." A l"Z-r 8 8 11....... A' 12"-0" 8 e.s 10'_5- A. 11"-7" 8 7 v-a' A 11.-2" B 7.5 V-l- A 10'-8" 8 8 8'.0" A 10'--5" B & T.{J" A V-10" B 10 6'-8'" A tr-4" B 11 6-2" A 6'-11~ 8 12 5"-a- A tt-2" B 13 5'.T A T-7"' B 1. .'-10" A. 1'-0" B 15 .":-6'" A 8'-c" 8 10 4'-3- A 8'-2"" 8 17 .'-0'" A S4" B ~ EXPOSlJREC 1'0 J <: I :~; I ~ I :::: I ~ I ; I ~ I :: I ; II :;;" , : I : I ;; I : I ~ II':::;'" ~ I ; I ~ I ~ I ;; I " " " " Zl 21 Zl 22 Zl 23 n " " 23 " " " 23 " " " Zl ". n. Z3 " " 23 25 10'.5" 8 lB 25 V-10" 8 18 2" v...." 8 18 2. 8'-11' B 1& 2" 8'-(l" B 111 24 8'-0" B 111 23 7'.5' 8 19 23 8'-11" B III 23 B'-(l" B 111 23 5'-10"' B 111 23 S-3" 8 19 23 "'-8" B III 23 "...... B 111 23 ,,'-0" B 111 -- " " " " " " " ". " ." " " " " 21 '" '" " " " " " " " " " " 21 21 " " " " '" " " " '" '" " " " " 22 22 22 Zl 21 '.-22 Zl Zl " Z3 Z3 n 2" 25 10'-5" B 17 20 21 22 2" 25 W-10" B 18 20 21 22 23 2. v..... B 18 20 21 22 23 24 8"11' 8 18 III 21 21 23 ..2. 8'-6" B 111 1& 20 21 23 2. ~ -e: -:a- ~ll 20 21 22. - Z3 . ...-f~~ \) t- R;() -~1e;.:-.......2O ...21' " Z .~? ,...-8--,1l....~ \ nl 20 22 ". \~ ~Gl \li9f ?g~ '(]II'\. 20 = ~ /~.; : ~: :~: \~ )': ,,/ '4> "...{ 25: ~(j)f :''' ~ 23 ~J.~ B 111 20 ;C ""i'Ali r.:; - " os 'U 'BS 10.75. 11' 11.25" 11~' 11.7S" '7 ""' f<. 21'\ 22' 2:t 10.S;~" 11 ~ 1 JHt::l.JUN ~ \I' ,,",..., ~J \J 11.5' 'It.'-.,.-il , 11.75" lW""':;l.z:rSi 12' 12.5' .......p.(, !vl. 12.:25' 1'2.7S. 13~ 1'2.S 13' 13.5" "J;:'3.25"_'_A3-- .. : "-5' .: ":(,j DATE: 12/31/ 13. .14' 1-:- NtA NA NtA 2Ir ,. 10.5' '" 11.25' 11.5' 11.75" '7 '225' ,'-" ... .f<' 211512004 Page 18 0134 6,0 pOST SPACINGS FOR LAmCe PATIO 'AND COMMERCIAL COVER: USING BOX BEAMS IN HIGH WIND AREAS U.uqZ'1C3'"XtJ~ Attaened structure LIVE LOAD (l'SFl "',. WIDTH "'" MAX ..... SPAClNO ....... ,. ,"'" 5.5 12"""'" A 6 lX"'~ A 8.5 10'-5' A. 7 11'-8' A 7.5 11'.1' A. a a'-e- A tI r-e- A 10 0"-9" A 11 6'-2" A 12 5'-8" A 13 5'.2" A. 14 4'-10" A. 15 4'..e" A. HI 4'--3' A 17 4'-0" A 120MP' EXPOSlAl;E8 . 17'.(1" A. .,5 15'-1" A. 5 13'-r A. 5.5 12"""" A. 6 11'''''- A 6,5 10'-5- A 7 V-8- A. 7~ V.l- A. 15 S'.e" A. 9 1'-0- A. 10 6'4' 'A 11 6'-2" A. 12 5'-3' A 13 5'.7' A 1. 4'.10" A 130 MPH EXPOSURE e . 11'-0" A ..5 15'.1" A 5 13'-r A 5~ 12"""" A o 11..... A ,:.65,. '.10'-5'. ,,.: 7 . 9'-8" A 7.5 V.l" A. ,. 1. , . ,. 11 " 13 .. ...- r..- .... '-2' ""- .-2' 4'-10" ...or """ Reao POST FOR SPACING Sl.All "'" A A A A A A A 11'-3" 11'.(J" lo--V- ,...- 10'.... 10'-1' 9'.6' 9'-3' r.11' 8'-2"_ N" r.". ...- '-2' 5'''- "... 12'-3" ".". 11'-8" 11'-5' 11'-2" 10'-11' ,."- 10'-5" V-10" . V""", 8"-11" 8'.2" T-r Nr 11'-e" 11'.3' 11'.(J" ,.... ,...- 1J!-3' ,..". V-10" '-r '-2' ...- .... 8'.2" T-r T.". .... POST moo A A -. . . . . . . . . . . . . A A A A . . . . , . . . . . . A A A A A ;,---'. . . . . . . . . . <Jea(Ier freestandIng or Multispan Units MAX POST LENGTH a' 110" 12' :oNSTIWNEO OOTER V "'d" Y (In) (1fI) (lnr 22 23 24 22 2J 24 22 23 2. 23 23 24 23 23 2. 23 23 2. 2. ,. ,. '24 2. 24 " " " " " " " " " " " 25 " " " " " " " " 25 FOOTER mE ... ." " 22 22 23 23 23 " 2' 25 25 " " 25 " " 20 20 " " 22 22 23 23 23 ". " " " " " 23 23 22 22 22 22 23 23 23 " " " " 25 " " " " 23 23 23 23 23 23 '" " " " " " Double O,04Z"X3"XB" HeMe! . Attached Freestancllng or Structure Mu1tispan Units """ POST l.ENGTM FOOTEII 8' I 10' I 12' 6lZE CONSTRAINED FOOTER "'d" "ff' "ff' '\1" (In) (in) (m) '(in) 24 2. 25 27 24 24 __ 25 2e 25 25 25 2e 2!l 25 :25 28 26 2tI 26 2t'l 26 26 26 26 27 27 27 27 27 27 27 27 2a 28 28 28 28 28 28 28 29 29 29 29 29 29 29 29 29 29 29 29 30 30 30 30 30 30 30 30 "'" POST SP""'" lRl " " " 25 " " " " '2. " " " " " " " " " " " _25.. " " " " " '" '" '" '" GENERAL lNSTRUCTIONS FOR THESE TABLES 1. CHCX>SE FREESTANDING OR ATIACHEO STRUCTURE 2. .... ~c: PROJECTION. WIDTH AND OVERHANG OF UNIT . 3. DETERMINE WIND AND $NON LOAD OF STRtx:;TURE SITE (PATIO UNITS USE 10 ?SF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A RAFTER FROM TABLES 1.5 TO 1.12 THAT HAs ADEQUATE CLEARSPAN FOR YOUR NEEDS. '. 5, DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CAla.IlATE FROM TRIBUTARY DIAGRAM ON PAGE SC02-2003 6. QfCX)SE A HEADER FROM TABLES 6,1 OR 6.6 THAT HAS AlJEQUA TE POST SPACING. 7. USE THE APPROPRIATE rVVIt:l' SIZE SHOWN. '" " " " " .23 23 " " " " '" '" '" '" 23 23 23 23 23 "23'. 23 ,. " " " '" '" '" '" " ,. " " " :24. " " " " 25 '" '" '" '" ,.... 1S'-r~ 15'.3'- 14'.11' 14'-7" 1.'-3" 13'-&' 13'.1" ..... 12'-1" 11'-7" 11'-T 10'.10" ,.... 10'-T 111'-3" 18'-10'" 18'-6" 1T-e- 11'-1' 16'.5- 15'.10'" 1S'.]' 1.'.11" 13'.11' 13'-3" "... 12'-'" 11'-r 11'-T 15'-V ,.... 15'-2" 14'_10'" 14'-0" 14'-2" 13'-10" 13'.7" 13'-3" ..... 11'-2: 11'-9" 11'''''" 10'-11" 10'-7" .... POST l'>'PE . . . . . . c c c c c c . . . . . . . . . . . c c c c c c c 23 " 23. 25 " " " 25 " 25 " " '" 2. '" " '" '" ". " " " '" " '" " 28 28 ,. ,. '" 25 25 '" '" " " '" '" " " ,. " " ,. 2B '" '" '" '" .", '" '" " " " ,. ,. ,. 30 UOUDIe U.lJJ2"XlJ:.ti,s:-Heaaer """ POST .p"","" "'" 2B " " 21 21 21 '" '" '" 21 " '" '" " 2B 17... 12'-T 11'-11- 11'-r 11'.... 11'.1' 10'.10" 10'-7" 10'''''' 11'.10". .-<' 8'-11'" ,,.. .".". T-S' 11'-3" 11'.(J"~ 10'-(1'" ,.... 10'.3~ ,..". .-r '-3"' 8'-10" .... ..". T-S' 6'.11" .... ,,2' AMChe<l structure MIN FOOTER POST me l'>'PE ... "" A " __A 22 . 22 . 23 . 23 . 23 . " . " . " . " . " . 25 . 25 . " . " Frees.affiling or Multispan Units """>OSTlENGll< a' 10' 112' CONST :A#ED FOOTER '\1" Y V, (In) (In) (In) 22' 23 2. 22 23 2. 22'- 22 23 23 23 23 " 23 23 23 23 23 24 24 24 24 24 24 " " " " " " " " " 25 25 25 25 25 25 25 25 25 " " " 23 " 23 " 23 -24 23 " ~ 24 22 23 23 23 23 23 23 23 '2. 2. 2. 2. " " " " " 25 25 " 23 ,. 23 " 23 " 23 2.. 23 " 23 :.2.. 23 " 23 " " " " " " " " " 2B '" '" '" " " 8. FOR SINGLE SPAN A TTAQ-IEO UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEtGHT IS NOT SUFFICIENT FREESTANDING AND MUl T1SPAN UNITS USE TABLE 6A. 9. FIND THE OIC SPACING OR" OF FASTENERS FOR ATTAQ-I1NG TO WALL FROM TABLE 10.6 .10. USE THE APPROPRIATE DETAILS FOR PATIO SlABS FOLLOW 1-6 FROM ABOVE THEN SlAB 7, DETERMINE MAXIMUM SlAB SPACING FROM TABLE 6.1 OR 6.6 .SLAB 8. USE THE SMAlLER OF THE SLAB SPACING OR HEADER SPACING SlAB 9. POST 'A' MAY BE USED FOR ALL ATTACHEO UNITS ON StAB SLAB 10. FOLLOW 9 AND 10 FROM PJ3CNE A . . . . a.. . . . . c c c c c 22 " 23 " " 25 2. 24. " 25 25. ..:15 '" 2B '" '" " " 21 21 2B 2B ,. ,. ,. " " " 30 30 " 21 " " " 21 21 '" " " '" " " " 30 A 20 22 A 20 22 A 21 22 A 21 22 . " 22 .2222 B :ri 23 .2323 .2323 8 24 2. '8 2. :M . " " . " " .2525 . " " 11'.1. 10'.10" ,.... 1U.5~ : 10".T V-l1~- ...- .... .-<' 8"-11" N' N" 1'.11" T'" 1'.5' A 20 22 A 21 22 A 21 22 '.A. .22 22 A 22 " A .. 23 ,23 .2323 .2323 8 24 2" B 2. 2. . " " . " " . 2B '" . '" '" 8 27 27 UVE LOAD (PSF) "',. "'on< "'" """ POST SP"",", ON SlAB (n) 110 MPH EXPOSURE C 4 S'-11" A ..5 1'.11' A 5 1'-1' A. 5.5 ,6'.5" A 6 5'.11' A. 6.5 5'-5" A 7 5'.1" A 7,5 .',.9'" A 8 .'.5' A " 3'-11" A 10 3'-6'" A 11 3'.T A. 12 2'-11" A 120 Mf>H EXPOSURE C . 8'-11" A ..5 T-11" A 5 T-1" A 5.5 8"~5" A 6 5'.11" A 8.5 5'-5" A 7 5'-1~ A 7,5 4'4' A. a 4'-5" A tI 3'_11" A 10 3'.e" A 11 3'-2" A 130 MF : EXPOSURE C . 8'~11" A 4.5 1'-11- A 5 1'.1" A 5.5 6'-5' A. 8 5",11" A 8.5 5'-5"' A 7 5'.1" A 7.5 4'-4" A. e .'.5" A '" 20 20 POST MAX REQ'O POST FOR. sP~ 'Sl.All "'" U.U41'"XS1C8" Heal1er AiiaChed Freestanding or . structure Mu!tispan Units w.x POST LENGTH MIN '~m 8' I 10' I 12' POST .SIZE ::oNS'T'RAtreD FOOTER iYPE ';; :; I ~ I ;:; 10'-5" V-10" 9'....., 8'-11' '-2' T-r T.". .... '-2' 5'-5' .'.11' "'.5' 4'-1' 10'-5- 9'-10" N' 8'-11" '8'-2" T,r T.". .... ,,2' N' 4'.1,- .'-5' 10'-1-' V.10" .-<' 8'-11' ,,2' T,r r.". ...- '-2' .. . . . . . . . . . . . . . . . . . . .. . . . . , . .. . . . . . . . 1 AtiLE 6.3 Post ReqUlrements . , for Attached structures Post DescrtpUon iWiilO.i:J3n::1.5'"X1.::'~ ClavetO.024"1t3'X3"A/um O.024"Post with Slde~ CIoIIer O,().4O"'lC:rx3' Alum COlonial 0.062" Extruded O,041"X3''X3"' Steel Clover O.041"'X3''X3'" steel CklVer O.188"x3'"x3" steel Sauare U.1~4"X4~ Stees sQuare laDle 6,5POst SUbStItUteS SQuareClrcul2r O,041"'X3"'X:.r O.18lrX3'"Diameter. O.188'"X3"X3" O,1B8'"X4"DCameter' Q 188"X4"X4" . O.1B8"x5~Dlameter 0, 188'"x5'):5" 1 U.186"X5"'UIameter . Max I pQSj Helgld . ~ A 12' A '" A 12' B 12' .C 12" 0 6' E ,15' . F 1~ G "- " '10 20 20 20 '" '" 20 '" 20 '" '" 20 20. " " " " " " " " 21.' " " " 22 22 22 22 " 22 22 -~- ,., " " " '" 20 20 '" 20 '" " " " 22 22 22 ." " " " " " " " 23 23 23 23 22 22 22 22 22 23 23 22 22 22 " 2' " '" " "" 22 22 " ,. 23 " " 22 22 " " " 22 22 25 25 " ". 23 23 23 J22" 22 UOUDle U.U4rx:naf' Heaoe! Atiacnea Freestandu,g or Structure Multispan Units MAX POST LENGTH 8' I 10' I 12' ~I'''''''''I::' On) '(In) (In) """ POST SP^","" (n). " " 23 23 23 22 22 22 " 22 22 " 23 " " " " " 23 23 22 22 22 23 23 '" ",. ". " " " " '23' .23 1.'~ 13".11" 13'-]' lZ..- 12'-1' 11'-7" 11'-2" 10'.10" ,.... 11'-11- .... 8'.11' 8'-2" 1.'-11" 13',11" 13'-3" 12'.8" 12'.1- 11'-r 11'-T 10'-10" ,.... V-11' V-5' 15'.11- 13'-10" 13'-8" 13'--3- 12'-S" 11'.1" 11'-7" 11'-T 10'-10" ,.... MlN 'OOTEI POST SOlE l'>'PE ... ." . c c c c c c c c . . . . . c c c c c c c c . . . . c c c c c c c c 21 '" '" 2' " " 22 22 22 23 23 " 23 22 23 23 23 " " " 25 " 25 '" '" 23 " ,. " " " '" '" '" ,. 23 " " 23 22 " 22 " 23 23 23 23 " " " " " " " " " " '" '" " " " " " " '" '" '" tABLE. 6.4 Post ReqUirements for Freestanding Structures Post OescnptlOn Max I POST _hI ~ 15" 1~ 16 1J.041-x:n:3" steel aover 1J.1B8-x:n:3"steeJ~uare O.100->t:4"X4" steel Sg,uare Ll. 16l:nC")O" steel ScIuare F'[IlTU.-:i..... frPOST . " I ' , , , , , i i '~I ' , '-':J -'<1"- NON-CONSTRAINED E F G H " " " " " " 23 23 23 23 23 23 23 '" '" " 25 " " " " " " '" 2B " '" '" '" '" '" '" '" '" :.-') I :'J' I::..," , r'--' '" '" " " " " " 2< " " 23 23 23 21 21 '" '" '" '" " " " 25 "'. '" " 2B " " 21 21 '" '" '" " UOUDle U.WTXl"Xti.5- Header ~Cnea FreestaOOlriQ 0( Structure Multispan Units MAX POST LBIGTH S' I 10' I 12'- ~I ",..RXYrf'A1 '" (In) (11'1) (In) !ABLE <<1.1 22,,= 23 22 23 22 23 " 22 " 22 " 22 21 22 20 2' 20 2' " 22 " 22 22 23 22 23 """ POST SP~ "'" ,.... V.10" .-<' 8'.11" "... ..". T... 15'-11' .... 5'-10" 5'-3" 4'-11" ....... 10'.5' V.1~ .-<' 8'-ti" ..... .'.". 7-5' 8'.tiw ...- 5'-10" 5'-3" .'-9" .'.. "r .-<' 8'-11' .... .".". T'" '8'.11" 6':6".,-- '~i .... POST l'>'PE __ B" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --J- '~:),31.~;,:"L OOOTEl SOlE ... ." ;, '- \ \i:1:=r:. ,.).... T'T~DST:' .~/.:. I r-- ',"- ,-35.U...' . ,l:. ~.f ~..... ~. ! /rooT~~'- _ _ -- _,.':-;;;CJ:':'-,:: CONSTRAINED I T " ,. ,. 10 10 10 " 10 " 10 10 10 10 20 20 " " " " " " " " " " '" " 22 22 22 22 22 22' _23" " " " 20 '" '" 20 I. 10 20 20 " " 22 22 " " " " " " " " " " 23 23 23 22 22 22 " 21 " " 22 22 2< ,. 2< 23 23 23 22 22 22 22 23 23 23 22 22 22 22 22 22 22 "~23 ,. " 23 23 23 23 22 22 23 " 25 ,. " " " 23 23 23 .-, , \ , 1 \ , , .. ----....--.. .,-_. 2/1512004 Page 19 0134 6.0 POST SPACINGS FOR l A.rnce PAno AND ,~..~.... ..:....=IAL COVERS USING STEEL C BEAMS IN HIGH WINO AREAS (O.lU:n '~Ga;:na;r_~.;; (U.~50.) 14Ga:n:1!"&eelr.; I Attached FreestancJU"Q or Attached F~ or stndure Muttispan Units structure Mttltispan Units ilMJ( POST lENGTH M.JJC tMX POST LB<<3Tl1 FOOTER 12' I 15' I 18' POST MlN FOCl~ 12' I 15" I '8' s:: ~I ,/""',:: SP~::: ~ 7r.:.~ ~~(in)(in).~~....!!...(Ill,.(In){kl) UVE LOAD lP5'i "". Wllm< (FT) ,. PO:rr REan FOR .... "'" PO:rr SP"",,, (FT) "" POST TYPE 28',1. 27'-1- 28'-)- 24~T 23"-1" 21'-10- 21'",- 20'-10- "'... 18'.V' 18'-'. ,..... ,.... 15".... ,.'o1(r -1...... 13'-2" ..... B C C C C C C C . . . . . . . . . . " 2S ,. " ,. ,. V V ,. ,. ,. ,. ,. ,. 3. '3D 3D 30 32 32 " " " 30 30 '" '" ,. ,. '" 2B ,. 2B ,. ,. ,. 33 33 33 32 32 " " " " '" 30 ,. ,. 30 30 30 30 30 33 33 33 32 32 " " " " 30 3D ,. ,. ,. 3D 3D 30 30 " " 33 33 32 32 32 " " " 30 '" ,. ,. ,. ,. ,. ,. 3S 3S 33 ,. ,. 33 33 33 33 32 32 " " 3D 30 30 30 30 -;;-- 31""" 3S 37 33 30 ,. 30 ,. 35 33 35 33 ,. 33 ,. 33 .,. 32' 33 32 33 " 32 " 32 30 32 3D " 30 . .31 3D " 3D 3D 35 35 35 ,. ,. 33 33 33 33 32 " " " '" 30 30 ,. ,. 37 " 30 30 33 3S ,. ,. ,. 33 33 " " " " " " 30, 22'-5" 21....a- 117.11" 1V.... 11'-10" 'T'" 18'-11" ,..... ,.... 14'_2" ..... ..... 12'-2" 11'-1" ...... 10'.3'" 8'-11- .-,. . B . . B B C . C C C C C C C C C . " 22 22 23 23 23 23 23 " " " 2S 2S 25 2S ,. ,. ,. '" 3D ,. ,. ,. ,. 2B ,. V V V ,. 2B '25 2S ,. 2B ,. 32 32 " " 30 30 30 ,. ,. ,. ,. ,.' " " " " " ,. 22'-5" e 23 32 33 35 21~ B 23 31 33 35 19'.11" B 23 31 32 ,.. 117.... 8 24 30 32 34 17'.10" B 24 30 31 33 IT.S- B 24 3Q 31 33 11,..11" C 25 29 31 33 f5'~ 8 2S 29 30 32 15'.0- C 25 29 30.32 H'-T C 25 28 30 31 ,"Q C 2lI 28 29 31 12'..v' . C 28 27 2e 30 12'-2" C 27 27 29 30 11'-1" C 28 28 28 29. 10'4" C 27 77 28 211 10'-3- C 27 71 .28 29 It-ll" C 27 27 28 30 ...!:!:.......:...2-~.2!-.2!.:.~ 27"'1 21'-e'" UI'-11" 27,,. 21''''" lV.U" 10'.... 17'.10" 17'.5" 1fT.1,. ...... ..... 14'_2" ..... ..... 12'-2" 11'.1- ,..... 10'-3" V.l1" .,,. . B . .. . B C . C C C C C C C C C . 23 23 23 " " " 2S 25 2S 2S 26 '" " ,. " " " '" 32 " " 30 30 30 ,. ,. ,. ,. '" " " ,. " " 27 ,. 33 33 32 32 " " " 30 30 30 ,. ,. ,. '" " ,. ,. ,. :1:1;1~;j:1I " 33 " 32 32 " " " 3D 3D ,. ,. ,. " ,. ,. ,. ,. 18'''- 18'Q 16'.3" 15'_5" 14'.lr 14'-1" 13'-]"' 13'-1- 12'.]"' 11'~ ,..... ,.... .... .... .,,. ,,,.3" 7-11- . 7.r.' 3S 3S ,. ,. 33 " " " 32 " " '" '" ,. ,. ,. 30 30 11l'.e" 11l'..Q'" 16'-3- 15'.5- 14'.r 14'-1- 13'.]"' 13',1- 12'-]"' 11'4' ,..... ,.... .-,. .... .',. 'or 7-U- T-" (O.otilJ") 16 Ga:n1S' Steel' C ~ freeslarK1Jngor structure MuIlispan lJnits "'" O'OST lBGTH FOeTal 12' I 15' I 18' SttE 0C1NSTRME0 FOOTER ;; ~I;;I;; "'" PO:rr ..."""" (FT) 18'''. 18'-0" 16'.3" 15'-6- 14'.r 14'-1" 13'.7" 13'.1" 12'.]"' 11'~ ,..... 19'-0" .... .... 8'-7" 8'-3" 7-11- T-" "" ""'" TYPE . B . . . . . . . . . . . C C C C C 20 2i 31 32 21 :z; 30 32 21 28 30 31 21 28 2i 31 21 'IT 2i 30 22 'IT 2i 30 22 'IT 28 30 22 2ll :za 2i 22 2e 28 29 23 2ll 2:T 29 23 25 27 2lI 23 25 26 21 23 24. 26 21 23 24 26 21 24 25 26 21 24 25 77 28 24 2ll 1:1 2tJ 24. 26 2ll 2i ---- . . . . . . . . . . B . . C 'C C C :-c . . . . . . . . . . . . . C. C C C C " 22 22 22. 22 23 23 23 23 ,. " " " 2S 2S 25. 25 26 " 22 22 22 22 23 23 23 23 " ,. ,.. ,. 25 2S 25 25 ,. 30 30 ,. '" " " ,. ,. " " ,. ,. 2S 2S ,. ,. V " 30 30 '" ,. ,. 2B " ,. " " ,. ,. 25 2S ,. ,. " " 32 32 " 30 30 30 ,. " " ,. 2B V " 21 " ,. " .,.. 32 " " 30 30 30 ,. ,. ,. 2B 2B ". " 21 " ,. 2B '" ,..... 18'..Q'" 18'.3" I:I:I~I:I=I UVE LOAD (PSF) TR'. wotnH (FT) ...., "'" ~EO'D POST FORSP~ SlAB (FT) 20 " " " 32 " " " 30 30 30 ,. ,. ,. 2B ,. ,. 30 ..30.. 20 " " 32 " " " " 30 30 30 ,. 2B ,. ,. '" ,. 30 30 OVER- ""'" {~ . " 7 2.5' ,. ,.. < .... . . T . " 4.5" . N. N. N' '". N. N' '". '". . .... . 5S 5.75' ... '". N' N' N' '". N' 1.' . 5S . '25' N' "'" '". N' N. "'" '". (o.lO~n 1l Ga :s>>r steel c Attad1ecI Freesta:riililo or structure MuttispBn UniIs "'" O'OST lBGTH 12' I 15' I IS' CON5TRAO<ED FOOTER ... ,....,.". (In) (nl On) "" O'OST m>e C . . . . . .~ . . . , , , ~TEl mE .... ...., 22 22 23 23 23 " .,. " " 2S 2S 2S ,. 30 ,. ,. ,. ,. ,. " " " ,. ,. ,. 2S 2S " 30 30' '" " ,. ,. ,. " 27 27 27 ,. 26 " 30 30 ,. ,. ,. iQ.. ,. " 27 " " 26 " " 30 3D 30 '" ,. ,. ,. ,. " " " " " " " " " " 30 30 30 ,. ,. ,. 2B ,. " 32 " " " " ..30 . 30 30 ,. ,. " ,. (o.tm-) 14 Ga 3"'x8" ::ileef G Attached freestailding or Structure Multispan Units I,W( MU. POST LBGni POST MlN ~TEf 12' I 15' I 18' :::EmE~FOOTER ~ TYPE "II" v 1:"11" .1'" ~...!i..(in) (In) " 32 32 " " " 30 3D '" ,. " 2B 2B 2B " " ,,' " 32 " 32 " " '" '" 30 ,. ,. ,. " " " " 32 .32.. ." " '" 30 30 ,. 15'.S" 14'.1' 13'-Ur 13'-2" 12'-1' 11'-6" 11'4' 10'.1' 10'.3" .',. V.I. '-7' NT T'" 20'.10- 15'-1' 14'-0- ..... ..... ..... 11'-1' 11'-10" 10'.2" 10'.1' .... .... .,,. ToJ" 15'-5" 14'.1' 13'.10" 13'-2" 12'.1' 11'-6. 11'4' 10'.7" 10'-3" .-,. V.I. "7' T-V C C C C C C C C C . . . . . C C C C C C C C . .. . . . . C C C C C C "6 C C . . . . " " 20 20 20 20 ,. " " " " " 22 22 22 21 " " 22 22 22 22 22 23 23 23 23 ,. 20 20 " 21 ". " " 22 22 22 23 23 23 '" 55' . ... 8.75' T '". N' '". '". "" N' TABlE 8.71R1B1JTARY WlOlHS FOR SNGlE SPAN ATTACHEO STRUC~ ~OJECTlON OF SINGLE SPAN STUC1VRES (fl) 12' 13' 14' 15' 1f1' 17 IS' Ir :.65 7 7.5' I' 8S g- IIS_ .7. 7.5' 8' 65 II" ".5' T 75 tr 8.5' II" IS 10' 7.'lS' 7.TS 8.25' 8.75' 11.25' IU5' 10.25' .~ -I' 8. V U l' lU "''' 1l.2S' 8.75' ".25'.1.15" 10.25' 10.75' NA ..K'A...... 0.5' '10' 1~S ". W. M'A ""A NtA 10.25' 10.7$' 11.2S" "'A M'A NtA KiA ...... ""A 11.5' W. ""... Ki... Ki... Ki", Ki... NlA NlA NIl. ""A NtA ,.." ""I. Nfl. " OS 1. >os 10.75' '" """ 11.5'.. 11.75' .. N' '". 13'-0" 8 '" 28 2i 30 12'.2" 8 1$1. 27 29 30 11'.5" B '" 27 28 29 10"3'.. .....8_ ~,lJI_ 2Il 21 29 ~i'4' _ ...8C p~' :---~..... 21 2a .v:.....\.~ :':8' : '~) f.25.., 27. 28 ,~il;, ";C;7 ';'2tK .~ ~'5 '..;: 28' .r~'\ ~"Cl j ~ i20,~ ';:75" :--10'\ 21 "8'.Y C 20 7'25' ':21).., 27 7.7:7) E:" r;2f-, 24 \7,;, \27 7'-1" _:.oC ..../ir' 24 '2s 1026 tr-a- c 21 24 it..~-'17 8'.3" C 21 25 28 28 - - - TAB .l:ti.6 \\ '~rT('r>.' j--'/ 21' \ 2Z \. 2:)"'~ h_..\.."l ." ,',... I 10S \..11''') 'JUt " ~\\~;;< ~ I 11' ilk -<J .-fi'> -*.L~i.:.. '_~/"', \-.:-:~f 11.5 17 '-.,' ';'5" ,i ~ ., \ -\ ':::'"~ "/ 11.75' 12.25' ''12.!5' 'i I.~'", ../ 17 12.5 1:r~ ~:_~.:...-..:-/ . 12.25' 12.75' ..13.25" ,~w.:X,~.#.iA~~DATE 12/31/ 13' 13S 14' 13.5' 14' 14.5" NT" MIA N'A 2B " '" " ,. 2B 2S 25 25 25 " " ,. ,. " ,. 2B ,. 2B " 2T ,. ,. " '" 25 2S 25 ,. 2B 2B ,. ." "'. ." ,. ,. ,. 25 " 2S '" ,. 10.5' '" """ "S 11.75" .,. """ ',",' N' ..... ,. ,. 2B 2B 2B " " " ,. ,. ,. 25 2S 2B 32 30 30 30 ,. '" " 2B ,. " " " ,. " 30 30 30 ,. ,.. ". ,. 32 " " " 30 ,. ".:. 28 /~~: i",0")' 21 -,.~, 27 --"28/ -Ii ,. ,. " 30 30 ,. ,. 2B 2B ,. 2B V 21 ,. " V ,. " " " " 30 30 ,. .,. ." ,. 2B 2B 2B "'" POST SP""",, (FT) 13'4' 12'-2" 11'-5'" 10'-3. .... .~. 8'.11- ..... S-7' T,,. 7'-1. ..... '-r ...' 15'-5" 14'.7" 13'.10" 13'-2" 17.7" 11'-5" 11'.(l" 10'.7" 10'-3" .',. 1'-1. 8'-2" T'" T'" (u.ciih 1ti Ga ~ Steel C ~ F........-...._""or structure MuItispan Units "'" POST lBGTH MIN FOOTEI 12' I 15" I 1tr POST stlE :xJNSJ1WNED FOOTER !"PE :, . ;:;.( ;:;.1 ~ B , B B . B C C C C C C C C 11 28 28 2$l' 18 2C 27. 29 11 28 21 2lS 18 25 26 2a ISI 2S 26 27 10 24 28 27 '" 24 25 27 10 24 25 2Il II 24 25 2tl 20 23 2-4 26 20 23 24 25 20 23 25 28 20 24 25 28 2.... ~ .2!.. ..!!- .... "'"' "AaOG OHllLAII (FT) - ~"EXPOS1JRE8 10 4 17-0" A 221'.1- 8 23 4.5 15'-1" A 27"-1- C 24 5 13'.r A 26'.3- C 24 5,5 12'...... A 24'.2" C 24 II 11..... A 2:)"-7" C 25 15.5 1Q'-S- A 21',10" C 25 7 ....,. A 21...... C 25 7.5 "-1" A 20',10" C 2Il a 8'.fr A 2O'-e;- 0 2lI I T4r A 18'4' 0 28 10 tr.r A 18'.1- 0 21 11 tr.2" A 1f1'-r 0 71 12 5'.fr A 1tr..Q'" 0 2S 13 5'.2"" A 15'..... 0 28 14 4'.10" A 14'-10"'0 28 15 4'.e" A 14..... 0 29 111 4'.J- A 13'-2" 0 28 ~ 17 4'.(l" A 12'.lr 0 29 1iiO'iF1?_~:c---- 4 1T-O" A 28'-1- a 24 4.5 1$'.1- A 27-1- C 2S 5 13'-7" A 26'-3. C 2ll 5.5 12'..c. A 24'.2'" C 26 e. 11..... A 2:)"-1' C 28 15..5 10'-6- A 21"10" C 28 7 g.e" A 21'..c- C 2:T 7.5 "-1-" A 20'.10" C .27 8 tr.e" A 20'-5" 0 2!1 o T4!r A 18'.r 0 28 10 O'.r A 18'.1. .0 :zg 11 tr-2" A 111-8" 0 29 12 5'.e" A UI'Q 0 29 13 5'.2" A 15'..c~ 0 30 14 4'-10" A 14'-10" 0 30 15 4'-0" A ~4'..c- 0 _ 30 115 4':3" '....' 13'_2'" 0 30 . 17 4'..Q'" A'. 12'4' 0 30 ~110MP'''~B 10 4 ~~A 4.5 15'.1- A 5 13'-r A 5.5 12'.... A 15 11..... A 0.5 10'-5. A 7 V-8" A' 7.5 "-1. A 8 It-O" ... o T-r A 10 0'4" A U 1t-2" A 12 5'-8" A 13 $'.T A 14 4'-10" A 15 4'-0" A Ie 4'-3. ... 17 4'.(1'" A 110 MPH EXPOSlJRE c- I ,. J ~ I :~; I ~ I :;; 1 ~ I ~ I = I ~ I :: II "'" POST SP"",", ON SIA8 (FT) ;00 MPH EXPOSlJRE B 4 8'.1,- " 20'.10'" C 21 4.5 1'-11. A 111"-1. 0 21 5 T.1._ A 11t-5" O' 22 5.5 0'-5" A 1T-O" 0 22 o 5'-11- " 10'-5" 0 22 8.5 5'-5' A 15'-8'" 0 22 7 5'-1- A 15"-2" 0 23 7.5 4'~ A 14..... 0 23 I 4'-5" A 14'-3" 0 23 I 3',11" A 12'-11'" 0 23 10 3'-eo A 12'.1- E 24 11 3'.2"" A 11'.(1" E .24 12 2'-11. A .11'-0" E 24 13 7-8" A 10'-1' E -25 -i"iiOMr~ec--- 20 4 ".11- A 20'.10" C 22 4..5 1'-11. A Hr.l- 0 22 5 T.l. A llt-5' O. 23 5.5 11'-5" A 17-0- 0 23 o 5'.11- A 16'.5- 0 23 1l.5 5'-5" A 15'-9" 0 24 7 5'_1" A 15'.2" 0 24 7.5 4'-9" A "'-8. 0 24 8 4'.5' A 14'-J- 0 24. II 3'.11. A' 12'-9" 0 2S' 10 3'-eo A 12'.1. E_ 25 11 3'-2" A 11'-8" E 25 12 2'.11. A U'.(l" E 28 13 2'''' A 10'-1' E 28 110 MPH EiP();i lE 8 4 8"-1'- A 20'.10" 4.5 T-11" A 19-1. 5 7_1" A 11'-5" 5.5 8'-5- A 17-0" 8 . 5'.11~ A 16'-5". 0.5 5'-5" A 15'-ll'" .7 .5'-1", A_ -"'15'.r. 7.5 4'-8" A 14'''" 8 4'-6' A 14'-3" o 3'-11. A 12'.11'" 10 3'-8" A 12'.1" 11 3'.2" A U:-6" _.....!!... 2'.11" A l1'.(l" C C C C C C C C C .. . . . . ., 20 " " " 21 " 22 22 22 23 23 23 23 ,. V 21 ,. " ,. 2S 2S 2S 2S " " " " ,. " ,. ,. ,. " " ." ,. ,. ,. 2S 2S " " 30 30 ,. '" 2B ,. ,. ,. " V 2B ,. " ,. 1 , V1512OO4 P.1ge 20 of 34 6.0 POST SPACINGS FOR '= -,mCE PATIO AND COMMERCIAL COVERS USING STEEL C BEAMS IN HIGH WIND I'REAS (0. m:n 12 Ga :.ncl:f" titeel C (U.Oi:n 14 Ga :rxtr ~leel C (U.OOlr) 10 Ga :nar t.leef C {U.1l1:l~)'1:L Ga ;r-xtr ::)lee! C (U.Uf::n H l:ia :n3:S- Steel C (U.U6U").lol:ia ;na:s- ~l (.; Attached FreesraOdT~ or AttaChed FreestaM:lng or AIIaCI1eCI ~reestaOcling or ~ FreestirKIlng or Attached FreestaOOiflQor Aaacned Freestafla'ing or StnIctu", MuttispanUnits $tr1.:;ture Muttispan Units Stn"'iure Muttispan Units Slrueluno Mu!tispan Units structure Multispan Units struclu", Mu!tispan Units lIVE nus MAX POST "'" "'" POST LemH 1M/( IrMX POST lENGTH "'" w.x POST LENGTH llV< lRlB """ POST """ w.x POST lENGTH "'" "'" POST lEN<m< """ """ POST l<NaTH '-"'" WlD1H """T REO'O POST "'" rooroo 17 I .. .. POST .... 'OOTE' . 17 I 1~ .. POST "'" rooTER 17 I 1~ ,. I.OAll Wlom POST REO'O POST .... FOOTEF 17 I ,"' I ,"' POST .... =OOTEl 17 I .. I " POST "'" "ClOTEl 17.1 1~ 1.' (>'SF) (Fl) ........ I'OR "''''''"'' POST SlZE OOHSTRMED 00TER "''''"'' POST SlZE CONSl1WED OOYER ,."""'" POST SlZE CONSt. AINEP OOTER (PSF) ,n] "'''''"' I'OR SPACING POST OlZE CONSTRAONEO FOOTe< SPAClNG- POST SlZE CONSTRAONEO 'OOTER SPACK POST OlZE ca<sT1WNED oemR ONILAS SWl' .(FT) 1'IPE .". .". .".. ... .(Fl)' TYPE .". .". ..". .". (FT) TYPE .". .". .". .". ONS1.AB SlAB (FT) TYPE .". .". I .". I .".. (FT) TYPE .". .". /;:;1 .". 'n] TYPE .". .". I .... '.".. 1FT, "" ... "'" "" ,.. "'" "'" ,.. "'" "'" ,.. "'" (Fl) (In)' "'" "'" "") "") (In) ... "" ... (In, (In) 10 .. 12'.... A' 2"'.T e 7T " '" 37 11'-4. . " 32 " 35 15'-5- . ,. 30 32 33 110MPHEXPOSlJREC TAB .E ti.ti . 11..... A 23',r e 2B 33 35 37 17'-10" . '" 31 33 35 1"'-9" . ~~ - 30 31 33 20 . $'-11. - A 20"-10" e' 23 32 " 30 -- ~5'-5. e 21 30, 32 ~ ~3~.o:. _~_.B _20 2ll 31 32 ... 10'.5' A 21'.10" e ="28. 33 35 '" IT-S- . '" 31 33 ". 1.4'-1- . - 2.. -29 31 33 4.5- 1'.11. A 19'.'. 0 ,. 32 " 35 1"'-7" e 20 30 3' 33 12'-T . " " 30 31 7 ...' A 21'''''. e '" 33 35 '" 18'.11- e '" 31 33 " 13'.7" . " 29 " 32 . 1'.1- A 18'-5. 0 2' 31 33 3' 13"-10" e 21 '" 3' 32 11'-5- . " " 3. 31 ,. 1'-1- A 20".10" e '" 32 " '" ..... . '" 30 32 33 13'.1- . " " 31 32 ... 6'-5- A IT-O' . ." 31 33 " 13"-T e 21 '" 31 32 10'-3- . " " 29 30 . .... A "'... 0 '" 32 " '" 15'-(l" e 7T 30 32 33 12'-7' . " " 30 32 . S-11- A 16'-5" 0 " 31 32 " 12'-7" e 21 '" 30 32 ..... . 20 " " 30 , T'" A 18"-V' 0 30 32 33 35 1..'.2" e 7T '" 31 33 11'.V' . " " 30 31 '6.5 .... A 15'.9" 0 " 30 32 " 11'.5. e 21 " 30 31 ...' . 20 7T " ,. 10 .-g- A 18".1. 0 30 31 33 35 13'.5. e 28 '" 31 32 ,.... . " " 2ll 30 7 5'-1. A 15'.2" 0 " 3. 32 33 11'-0" e 21 '" '" 31 S'-11. e 20 '" " 2ll 11 '-7' A 18''''- 0 31 3' 32 " 17... e 28 '" 30 32 '.-0' . " 7T 2ll 30 7.' "'-17' A ''''-8'" 0 '" 30 31 33 10'-1' e " " '" 30 ..... e 20 '" " 29 " .... A "-0' . 31 31 32 " 12'-2" e 28 28 30 31 ...' . '" 7T " 30, . "'-S. A 1....3" . '" 30 31 33 10'-3. e " " '" 30 '-7' e 20 " " " 13 ,,7' A 15"..... 0 31 31 32 33 11'.1. e '" 28 29 31 '-0' e '" " " '" , 3".11" A 17.... 0 '" ,. 30 32 .-r 0 " 7T 28 30 T-r e 21 " 27 " " ""'10" A 1.....,0" .0 32 32 32 33 ,.... e '" '" 2ll 30 "r e 7T 7T 29 30 ,. .... A 12'-1- E " 28 30 31 V.l. 0 23 " 28 '" '1'-1- e " " '" " " .'... A ,,,'-4- 0 32 32 '32 33 '.-7 e '" '" '" 31 8"-3. e 7T 28 29 31 II '-2' A 11'-$"" e " " 30 31 '-2' 0 23 '" 7T " .... e " '" 27 " 18 "'.3- A 13"-T 0 32 32 " " V-11. e '" '" 30 " T.ll. e 7T " 30 " " 2'-11" A 11'-0" E 27 " '" 31 T-g- 0 23 " '" '" '-Il" e " " " 29 17 ".0- A 17.... 0 32 " 32 32 V-T 0 '" '" 30 32 T-r e 7T " 30 32 120 MPH EXPOSURE C I . 120 MPH EXPOSURE 8 20 . S'-11. A 20'-10" .e " " 38 37 15'-5- e 23 31 33 35 13'-0" . 21 30 " 33 " . 17.0- A 28"-1- 0 " 35 37 '" 2.... . " 33 35 38 18''''. . " 31 33 " .., T-l1" A 19'.'. 0 j, 33 35 3T 1"'-7" e 23 31 33 " 12'-2'" . " 30 31 '33 .. 15".1. A 2T.1. e " " '" '" 21'-3" . " 33 " '" "-0' . 23 31 33 " . 1'.1. A 18"-5. 0 ie 33 35 38 13'-10" e 23 31 32 " 11'-5'" . 22 ,. 31 32 . 13"-7" A 211'-3- e " ,. 38 " 11'-1'. . " 32 " " 18'.:1._ . 23 30 32 " " 6"-5- A IT.o- . " 32 " '" 13'-2" e " 30 32 33 10'-3" 0 " " 30 " .. 12'.... A 2"'.T e 7T " " 37 19'-4" . " 32 " 35 15'-5- . 23 30 32 33 . 5'.11- A 16'-5. 0 " 32 " 35 12'.7" e " 30 32 33 ..... 0 " " 30 31 . 11'.... A 23',r e '" 33 " 37 11'-10" . " 31 33 " u'.v . " 30 31 33 ... S'OS. A 15'.17' 0 " 32 33 35 11'-5. e " '" 3' 32 .... . " " 29 31 ... 10'-5- A 21'-10" e " 33 3' '" lroS' . " 31 33 " 1...-1- . " '" 31 32 7 5'-1- A 15'-T 0 " 31 33 35 11'.0- e " '" 31 32 8"-11- e 23 " 29 30 7 ...' A 21..... e 28 32 " 38 16'-11- e " 31 32 " 13'-7" . " '" 31 32 7.' ...... A 104'-8- 0 " 31 33 " 10'.7" e " '" 30 " S'-6" e 23 " ,.' 30 7.' V.l. A 20'-10" e '" 32 " 38, 15'-6" . " 30 32 33 13'-1. . " " 30 32 0 ..... A 1"'-3- 0 " 31 33 " 10'.3" e " " 30 31 8'-T .e 23 " . " 30 . .'... A 20'-5- 0 29 32 " 38 ...,. e " 30 31 33 12'-7'" . " " 30 32 , 3'-11" A 12'-9" 0 " 30 32. 33 .,r 0 " " 30 " T-r e 23 .'" " 2ll , T'" A '1S'.V" .0 30 31 33 35 14'.2" e 7T 29 31 32 11'_V' . " " 30 31 10 3.... A 12'-1.' e " 30. 31 33. V-l- 0 " " '" 30 T.l. e ". '" " 2ll 10 t1'.g-' A' 18"-1- 0 30 31 33 . 35 13'.s- e " '" 31 32 ,.... . " 7T '" 30 II ,,2' A l1'-e" e '" 29 31 " 8'-2" 0 '" ." " 30 ...' " " e " 30 11 '-7' A 16'-3- 0 30 31 32 " "... e 28 '" 30 32 '.-0' . " 7T " 30 130 MPHEXPOSUREC 12 5'-8- A "-0' 0 31 31 32 33 12'.2" e 28 29 30 31 .,0" 0 '" " 28 '" 20 . 8'-11- A 20'-10" e '" " 37 " 15'-2" e " 33 35 38 13"-tr . " 3' 33 " 13 "7' A 15'''''. 0 31 3' 32 33 11'.1. e '" 28 '" " .-0' e '" " 28 '" .. 1'-11- A 19"-1- 0 " 35 30 '" 104'-2" e " 32 " 38 . 12'-T . 23 3' 33 " " "'-10" A 1.....,0" 0 " 32 32 33 ,.... e " " '" 30 s'-1' e '" 27 '" 30 . 1'.1- A IS'-5" 0 " " 38 '" 13'-9" e ": 32 " 35 11'-5- . 23 30 32 " 130 MPH EXPOSURE B ... '-0" A IT-O' O. ". " " 37 13"-4- e " 31 33 35 10'-3" . 23 30 31 33 " . 17.0- A ".... . 7T '" 38 31 21.... . " " '" 38 18''''. . " 33 35 38 . 5'-11- A 18"-5. . " 33 " 37 12'-11" e " " 33 " ..... . 23 '" 31 32 .., 15'"-1. A 28'.1- e 2B 38 38 31 21'-5. . " " '" " ,'-0' . " " " 38 ... .... A ...... 0 28 33 " '" 11'-4" e " 30 32 34 ~ B 2.. 2lil 31 32 . 13'.7" A 25,r e '" " 37 " lV.". . '" 33 " " 16'-3" . " 32 33' 35 7 5'-1- A 15'-2" 0 .", 33 " '" 11'-0" e " 30 " "'-'~fQ~ '" 30 32 .,. 12'.... A 2....T e '" 35 .37 " 11'-4. . " 33 35 '" 15'.S" . " 31 33 35 7~ . "'-0" . A '1"'-8'" O' '" 32 " 36 10'-0" C 26 30 .z~:8' IF..& 26 30 31 . 11'.... A 23',r e '" 35 37 '" 11'-10" . " 32 " 38 1....g- . " " 33 " . 4'-5- A 14'-3- 0 '" 32 .,. 35 10'-7" C 26 30 .. . r ~ <'l 'ga 30 " '..(1.5. ..1(1'-5.... .1'.:. .21:-10" :.'c. .20 ,.. "'. 38 11'-5. 0 " " ". 38 14'". O. '.2$' 31 32 " ..'. - ~ ~ ..~~ ~ 7 .... A 21"-4" e 30 " '" 37 16'-1,. e. 28 32 ,. 35 13'-7' . '" 30 32 33 TABLE 6.B Post Requirements 11AtlLE59 Post ReqUlrements ror/ .Ci X:-\ ;:; ~ 7.' V.l. A 20'.10" e 30 " '" 37 15'-6" . 28 31 33 35 13'-1. . " 30 32 33 for Attached Structures Freestanding Structures ';:! )? . .'... A "'-0" 0 31 33 35 37 15'4' e " 31 33 " 12'-7" . " 30 31 33 Post DesCrIption Max IPOSl lPoStDesc<1ptlOO Max I"'E: - 72580PE ("" , T'" A 'lS'.g" 0 31 33 35 38 1....2" e 28 31 32 " l1'-V" . " '" " 32 Height HeIght " '4' A 18"-1. .0 " 32 " 38 13'-5" e " 30 '32 33 ,.... . " " 30 31 i'Wi'ii"i: 032""X1.5"'X1.5M 6' A O.041'"X3"'X3- steel aover 6' E 11 ,,7' A 1B... 0 32 32 " 35 12'-9" e 29 30 " 33 '.-0' . " " 30 31 Clover O.02""x3"x3" Alum 12' A ~.16B"")G"'X3'" steel S:guare 15' 12 .... A 1B-O' 0 32 32 33 35 12'.T e 30 30 31 33 ...' . " '" '" 31 O.024.Post w1th Sldep;)lales 1U A 9.1B8"x4"x4~ steel S9.uare '6' 13 ,,7' A 15""". 0 33 33 33 " 11'-1. e 30 30 30 32 ,-0' e " " '" " CIoYero.~pju'ni 12' B ? 16B"'X:)~-' steel SQuare 16 .. "'-10" A 1....10" 0 33 33 33 " 10'.... e 30 30 30 31 8'-1' e " '" 30 31 COlonial 0.062" Extruded 12' <;. ~"x3"x3"' steel Clover 12' 0 GENERAL INSTRUCTIONS FOR THESE TABLES Q,041"'X3'"x3'" steef CIC7o'er 6' E" 1. a-tOOSE FREEST ANDING OR A TTAa;ED STRUCTURE 8. FOR SINGLE SPAN A TTACHEO UNIT USE THE POST SHOWN D. 1 B8'"X3'"X3'" steel ss.uare 15' F rrPDST 2.. QfOOSE PROJECTION, WIDTH AND O\IERlWIIG OF UNIT UPGRADE THE POST IF THE HBGHT IS NOT stJFFlClENT O.188"'x4"x4'" steet SQuare 16' G 3. DETERMINE WIND AND SNON LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4, I (pATIO UNITS USE 10 PSF MIN, OOMMERCtAL UNITS 9. RND THE OIC SPACING OR , OF FAS~ERS FOR ATTACHING Table 6.10 Post SUbstitutes " I USE 20PSF MIN) TO WAll. FROM TABLE 10.6 SQuareJ Qrcular rooTl....." .:: ',r '~ EXP' ~AT eN'l'l'A"rE 12/31/ -J .4. CHOOSE A RAFTER FROM TABLES 1.5 TO 1.12 THAT HASAOEaUATE 10. USE THE APPROPRIATE DETAILS 0.041~ O.l8B"'X3'"Olameter '-'~ I I ClEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1~ FROM ABOVE THEN O.l88'"X3'"X3") O.l8B"x4'"Diameter :.\ 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR SLAB 7. DETER'MINE MAXIMUM SLAB SPACING FROM TABLE 6.1 OR 6.6 ....Q:.168"'x4"x4~J O.l/38")5"Diametef J--'g.- --,,-- CAlCULATE FROM TRIBUTARY DIAGRAM ON P~GE SC02-2003 SLAB 8. USE THE SMALLER OF THE SLAB SPACING ORHEADER SPACING O.1~'"X5"x5"'1 U.188.'):.tn:>lameter NON-CONSTRAINED 21.512004 6. CHOOSE A HEADER FROM TABLES 6.1 OR 6.6 THAT HAS SLAB 9. POST 'A' MAY BE USED FOR All ATTACHED UNITS ON SlAB CONSTRAINED Page 21 0134 AOEQUA TE POST SPACING. ' SLAB 10. FOLLO\N 9 AND 10 FROM ABOVE 7. USE THE APPROPRIATE FOOTER SIZE SHO\IVN. """"""" strucbBe 1.0 POsT SPACINGS FOR P\TJO AND COMMERClAL COVERs USING FASCIA IN HIGH WINO AREAS ti.:>~ t<f- t-asaa lIVE LOAD, (PSF) TRIB """"' (FT) POST loW< REao POST "'" .."""" SWl (FT) - POST TYPE " 10 " 10 A A A A A A A B B B B. B B B B , B B F.-....o.-..;..._ow or Mu!tisoanU.... loW< POST UN<nH 8' )10' 112' tXlNSTRAOEO POOTER ...,....1 .... '!"J' ~1.l!:L.. roo... "'" ... ."", '" " 22 22 23 23 " " " .. '" '" 27 27 '" '" '" 20 '" 21 21 22 22 23 23 23 " " 25 '" '" '" 27 27 '" " 20 21 '21 22 23 .23 23 " " 25 '" '" 27 27 27 "'. '" ",. 20 2' 22 22 23 23 " " " .. '" '" 27 27 20 '" '" 20 20 " 2' 22 22 23 23 23 " " '" '" '" '" 27 27 '" 20 '" 21 " 22 23 23' 23 " " 25 '" '" 27 27 27 20 '" ','" 20 20 21 21 22 22 22 22 23 23 23 23 '4 '4 '4 '4 '4 '4 .. ... '" '" '" '" 27 27 27 27 '" '" '" "'. "'. '" .2!....~ 20 21' 21 22 22 23 23 23 " " 25 ,. '" ,. 27 27 '" " 20 " " 22 23 23 23 " " .. '" '" 27 27 27 18 ,. ",. 10'-1" 11-11" '-9' '.T' ,.,. '.T If-I" 8"-11- '-9' ,.,. 8'-T 7"-11" T... T'" T'T 1"-1" 8'-10'" ....!:!:...:. 10'-5" 10'-3" 10'-1" 11-11" .... .... ....' '.T 0-9' .... .... a'-," 1"-10" T'T' N' T'T T-<r 6'-10" 5.tr E.ll21uaea t-asaa . AttaCheCi t- reestanWng or Structure Multispan Units loW< POST UN<nH FOOTER 8' I 10' I 12' SIZE COHSTRAIEO FOOTBl ~ ~I.;:;I ~ loW< POST .."""" In) 11'-5'" 11'-T It'.I" 10'-10" ,.... 10'-5" 10'-3" 1O-<r V-tO" .... 0.7' 8'-10" .... 8'.J'" '-<r 1"-10" T.T' T'" "" POST lYPE. A A A A A A , B B B , , , , B e e e A A A A A A A A , B , , B , , , , , A A A A A A A B , , , , , , , , B B 20 21 21 22 22 23 23 " " " .. '" ,. 27 27 27 '" 20 '" 21 21 22 22 23 23 " " 25 .. ,. ,. 27 27 27 '" '" '" 21 21 22 22 23 23 " " " 25 ,. ,. 27 27 27 " ,. 20 " 22 22 23 23 " " " 25 '" ,. 27 27 27 "'.. '" 20 20 '" 20 21 21 21 22 22 22 22 22 22 23 23 23 23 23 23 '4 '4 ,. '4 '4 24 '4 '4 '4 25 .. .. '" '" '" '" '" '" 27 71 27 27 27 27 27 21 71 '" '" '" '" '" '" ~ -2!.. .:2!.... 20 2' 22 22 23 23 " " " .. ,. '" 27 27 28 '" '" 20 '" 21 22 22 23 23 " " " .. '" '" 27 27 '" '" '" 20 '" 20 21 21 22 22 22 22 23 23 23 23 " " 24 ''I 24 '4 25 25 25 '" '" '" 27 27 27 27 '" 28 '" '" '", '" 20 20 -- loW< POST SPACING (FT) ,. " 21 22 22 23 23 " " 25 25 '" '" 27 27 27 ,. '" ~ 11'-8" 11'-5" 11'-3" '1'-1" to'-lO" '10'-0- 10... 10'-3" 11.11" '-9' "T 8'-11" '.T' .~. ".1" 1"-11" T'" 12'-2" IT-<r 11'-10" 11'.r 11'-4" 1".7" 10'-11" 10-9' 10... 10'-2" '-9' .',. V-2". 'Nl" "T .... '.T .-<r _..asaa ~ Aniciaed - Freestandlng Of Structure Muttispan UnIts loW< POST UN<nH 8' 110' 1'2' 00NSTlWED POOTER ...,...,... ~ (h) (In) 13'-5" 13'-7 1>-<r 1T-<r IT'" 12'-'" 0'.10" 11'.ft' 11'.,.. 10'-1D" 10... 10'-2" 9'-ID" O,T '.T .-<r "-9' ..... MIN POST lYPE A A A B , , B B , , B , e e e e e e A A A A i. , , B B , , , B , e e e c; A A A A B' B , B B B B B , , e e e e roo... "'" ... '" 21 22 22 23 23 " " 25 25 '" '" 27 27 " '" 20 20 20 21 21 21 22 22 22 22 22 22 23 23 23 23 23 23 ,. '4 24 ,. '4 2<1 " " 25 25 ,25 2S '" " '" " '" " 21 27 27 27 27 27 " '" ,. " " '" " " 20 " " 20 20 20 20 --- " 22 23 23 " ". " " " " " " '" .. 20 " 30 ',. 21 22 23 " " " 25 " " " 27 '" 28 20 20 30 30 ,. 21 22 23 " " " 25 25 20 " 27 '''' '" 20 20 .30 30 ,. 2' 22 23 23 " 2' " 25 " '" 27 27 '" '" 20 20 30 '" 21 22 23 23 " " " " '" " 27 27 '" .. " ." 30 '" "-9' 1O'.r 10'-5" I~I:I:I:I:I 21 22 23 " " 25 25 25 '" '" 27 '" '" 20 20 '" 30 '" 21 72 23 " " " 25 " " ,. 27 '" '" 20 " '" 30 30 lIVE LOAD (PSF) TlWl Wll71H 21 22 23 23 " " " " '" '" 27 " '" '" 20 20 30 '30 loW< POST (FT) SP""",, OH SWl 'n) -~~II 20 <I 8"-11" A <1.5 7'-11" A 5 7'-1- A 5.5 8'-6" A 8 5"-11" A 8,5 5'-6" A 7 5'.1" A 7.5 4'-0- A 8 4'-~ A II :r-l1" A 10 3"-(1" A 11 3'-2" A 12 2'-11" A 13 2'-8"" A 100 MPH EXf'O&JRE C 8"-11" A 4.5 1'-11" A S 7'-1" A 5.5 8'-5" A tI 5'-11" A 0,5 5'-5" A 7 5'-1" A 7,5 4'..g" A a 4'-S- A II :r_ll" A 10 3'-0" A 11 3'-7 A 12 2'-11" A 13 2'''" A - i'1ii"MF-,iEXPOS;:IREII 20 4 8'-11- A 4.5 1'-11" A 5 1'-1" A 5.5 8'-6" A 't1 .5'-11" A. 8.S 5'-6" A :".7. ~_.5'_1:'.. ..--A,._ 7.5 4'-11" A 8 4'05" A II 3"-11" A 10 :r-G" A 11 :r-2" A _......!!.. 2'-1'" A ,. """, ......, ~ a- . ,. l' 4.5' . . '2.5" NIA ,.. WA 3.5' ,..A 4' ,..A 4..5' ""A . "A . "A T "A ll" 1a 11' 4,5" 5" 5,5" 5' 5.5' 8' 5..5' 8' 15.5' 5.75' 8.25' a.7S" HlA ""A l' ""A ""A NA MIA NtA NtA ""A M'A NA NIA HlA HlA NtA M'A NA WA NtA NtA POSI loW< REO'O POST FOIl "''''''''' "^" (FT) 6.:f"m: Fasaa . 'Att.acned Freestanding or Slru::IureMu!tisoanlJnJts loW< POST L&<<mi 11 110' I t2' 00HSTRAlNEl> FOO7ER "'1"" ... ~ r..}~ 10-9' to'~" ll"-11" .... O~" .-<r .... .~' 11'-1" T.T' T.r 6"-11" '.T' 6"..11-' IO-<r ll"-10" ...' .... O~. '-<r .... .~. 8"-1" 7'-r. T-T lr-ll" '.T' 8'-4" MlH .POST lYPE B , B B , B , e e e e e c e '<><71" "'" .... "'" ,. ,. ,. ,. 21' 21 21 21 21 21 .72 22 22 22 72 22 72. 72 23 23 23' 23 24 24 " " 24 24 8 20. 20 20 II 21 21 21 a 21 21 21 II 22 22 22 8 23 23 23 8 23 23 23 II 23 23 23 C 23 23 23 C 24 24 24 C 24 "2~ 24 C 25 25 25 C 25 25 ~ .c 25 25 25 C 2tI 26 2a -- 10'..11" 10'-2" 11"-11" .... .~. .-<r ..8'-6"__ 8'--4- 8'-1" 1'-7" N' 6"-11- '.T' , , , B , , -.8.. e e e e e e ,. 21 72 27 23 23 ..23.. 23 " " " " " ,. 21 22 22 23 23 ;" 23 " " 25 " " ,. ,. '" ,. 21 21 21 21 21 21 22 22 22 72 27 72 22 22 23 23 23 23 24 24 24 24 24 24 20 21 22 22 '23 23 ,23 23 " " " " 25 :).:l-CXlnJdeClf-asaa -If'reestanaJng or Structure MuItispan Units lMX w.x POST LENGTH POST MlN FOOTE! I' I 10' I 12' SPACK; POST SIZE ~ FOOTEl (FT)TYPEY vl"'I'" __~.~ (W (In) Alaslaln Fascia = ::~~~~ SPACING"" POST llttE CXWSTRAHED FOOTER {R}_ ~ ;:; ~ I.~ (.;: ,. 21 21 22 23 23 23 23 " " " " " '" ,. 21 22 22 23 23 23, 23 " " " " 25 la-9' 10'--4- 10..,. .... .... 11'.1" "-9' ..... '.T T... r~. T-<r .... .... 1a.a" II II'-Il" II 11'-7" II .-<r , 11'-1" II 11'-11" II 8'-V' C "-r c ."-5" C 1'-1"' 'c T-9' e 1'05" C 8'.2" C .... e la-S" 10'-3" 1O-<r .... .',. 11'-1- -8"..g"' 8'-5" "T 'r.a" N" r-<r .... , B B , , , e e e e e e e e ,. ,. 21 21 2' 22 22 72 22 23 23 " " " 20 ,. 21 2' 21 22 22 72 72 23 23 " " " ,. ,. 21 " " 72 72 72 72 23 23 " " " ,. ,. 21 21 21 72 22 22 22 23 23 " " " 11'-)" II 10'-10" II 10'''''' 8 10'.2" II 11'-10" II lI'.r c .... e 8'-2" c II'.(J" C. 8"-7" C 8'-2" C T-9' 0 T'" 0 1'-2" 0 20 21 22 22 23 23 23 23 " " 25 " 25 TABLE 7.2 TRlBUTAAYWlOTHS FOR SINGlE SPAN ATTA01EO STRt.CT\JRES PROJEcTlaiOF SNiLE SPAN Sl1..r:TURES (FT) IT . OS. T 7.'" 75' "A "A ."A "A "A WA 1> a.S': T. 75' 7.7S' . 1.25'" WA WA WA "A "A' 14' T 7.. . '.25' os 1.75' . "A' "'" "A "A 1. 75' " os 8.7S' . '.25' 05' WA ... HA "A " . os . 11.25' .... 51,75' 10' 10.2:5' "A "A HA IT a,s' . .... O,7S" 10 10.25' 10.S', 10.7S' "A "A WA 20 20 20 20 11'.3" II 21 21 21 21 21 10'.10" II 22 22 22 22 22 10'''''' 8 22 22 22 22 22 10'-2" II 23 23 23 23 23 0'-10" II 23 23 23 23 23 II'-r c 23 23 23 23 23 0'-5" C 24 23 23 23 23 11'-2" C 24 24 24 24 24 II'.(J" C 24 24 24 24 24 8"-1" C' 25 25 25 25 25 1!I'-2" C 26 25 25 2S 25 1'-V' 0 2tJ 25 25 25 25 1'-5- 0 2tJ 26 26 20 28 1'-2" 0 21 -------- , B B , , B e e e e e e e " o U 10 10.25' 10.5' 10.7S' 11' 11.25' 115' "A ..... .. U 10 10.5' 10.75' 11' 11.25' 115' 11.75' IT . "A "A 20 21 22 22 23 23 23 23 " 2<' 25 " .. 20 10 10,5' 11' 11,25' 115' 11.75" .. 12.25' ,''- ..A "A 20 11'.3- II 21 21 21 21 21 10'-10" B 22 22 22 22 22 10'''''' B 22 22 22 22 22 10'-2" II -ZL.. 23 23 23 23 9"-10"...-r::~~23'23 23 ~f \'isl:: ['7-f1 J,b,,)o, 23 23 ,"",_ /:"; ~ ....__ \ ~ 2< 23, ~,~("j"I'~~~2'2 "'. V, . } J ......c 24 24 2t ~~2'" j~_ (8'-7" C 25 25 25\ ;;25t 1,,< "T 7<2 is( P:ii: ",', ---", . L.;.;.., 7'4" 0 211 26 26-28_ 25 T-6" 0 20 2ll 26' 26 -,- TAli:ETI- I \ I . r, \ ~ O'REGON" I "~'~' (J\) ~ I 115' '-.:v ~Y15,? '?-" IT oio -<~ 1225' 1 M. p\.l' . 125' 13' 12.75' 13.25' ,. 21 72 72 23 23 23 23 " 2< " " 25 ". "5' 11' 11.5' 11.75' IT ,12.25" ,''- 12.75' ".. "5' "A ,. ,. 21 " 22 22 23 23 23 2< " " " 25 ,. ,. ,. ,. ,. ,. 21 21 21 21 21 21 22 22 22 22 22 22 23 23 23 23 23 23 23 23 23 24 24 24 24 24 24 " 25 25 " 25 .. 25 " 25 -- .... POST SP..... ""SUB (FT) 1CO MPH EXPOSUl:""' e 4 -;rq- A tl'~" A 20 4.5 15'-'" A 11'.2" A 21 S 13'.r A 11'Q A 21 5.5 12'-4" A 10'-V' A 22 II 11"~' A 10'-7" A 22 11.5 10'.S- A 10''''" A 23 7 11'''''' A 10'-2" e 23 7.5 11'-1" A 17.11" 8 23 8 "'.".. A ll"..g" 8 .24 II 7'''''' A 11'-6" e 24. 10 ",.go A 0'-'- e 2S 11 tJ'.2". A 8"-11" B 2ll 12 5'-8"'. A 11.t1" e 26 13 S'-2" A 8"-2" 8 2ll 14 4'-10" A 8".a" B 21 154'-6" A 74" II 27 18 4'-r A r~ c .28 17 4'-()'" A 1'-4" C' 28 - ~F)(.PO.5t.m...;c- - -- 10 4 -;r:O-" A 10'.a" A 20 4.5 15'-'" A 11'-10" A 21 5 13'-7'" A v-r A 21 5.5 12'-4" A 1I'.a- A 22 a 11"-4'" A ".." A 23 15.5 10"-5'" A ;'-2" A 23- j 11'-8'" A II'.(J"' A' 23 7,5 11'-1- A a'-lO" A 24 e l!I'-6"'_., A 8'-8"' B 24 II r..q- A 8"-5' 8 25 10 6'..... A 8'-1- II 26 11 8'-.;.' A T_10" B 26 .12 5'-8"'" A T-r II 27 13 5'-2" '" A 7'-6" 6 27 14 4'_10" A 1'-2" II 27 15 ~'.".. A T.a" 8 2l!I 115 ",.3" A 8'-10" B 28 , 17 4"-0" . A. 8'''''' II 2l!I 110MPHEXPOSJRE~ - 4 1T.a" A 10'-<4" 4.5 1S'-1- A 10'.2" 5 13'-1" A 10'.(1" 5.5' 12'-4" A 0'.10" a 11''''" A II'-r 0.5 to'-s- A ll"-5" 7 tr-tr A 11'-3" 7.5 0'-1" A V-l- a 1'-6'" A e'-11" o T-ff" A ll!I"-r to ff-ll" A 8"-T 11 11'"-2" A 8".a" 12 5'-8'" A 7'.... 13 5'-T A 7'-tr 14 4'-10" A 7"" 1S 4'-8'" A T-l- 18 4"-3"' A ct-11" 17 .....(7" A tJ'-r 110 MPH EXPOSURE e- 1'0 j ': I ::; I ~ I ;;; I ~ I ~ I ~ I ~ I ~ I U~.I ~ I ~ I ~ I ~ I ~ II 21 21 72 22 22 22 23 23 23 23 23 23 24 24 24 24 24 24 " .25 20 '" ,. '" " '" 27 27 21 22 72 23 23 23 " " 2' 25 '" '" " 27 "J' 1< WA {~1wlRt;ll IN DATE: 12/31/ ,. J 14.S' HA i 'J >Jf5l2OO4 Page 22 of 34 1.0 POST SPACINGS FOR Pl\TIO AND COMMERCIAL COVERS USING FASCIA IN HIGH WIND AREAS 5.5~ea :ascl8 ti.:t" '"0''' 1--8SCla p.nacrid Freestancltng or Structure MuttisDan Units fIlA)( POST w.x w.x POST lENGTH POST REao POST MIN fOOTER S' 10' 12' SPACING fOR SP~ POST SIZE CONST WNED OOTER ON SLAB SLAB (FT) TYPE V Y Y Y (FTl (In) .(1n) (In) (In) 5.5 12'.... A 8'-8. A 23 23 23 23 e 11..... A IN/" A 23 23 23 23 e.5~ -10'..5" A - 8'-4.'" --A 2. 2. 24 0 ~2"- 1 v-r A 8'.2" A 2" 2. 2. 2.. 1.5 V.l. A 8"-0" A 2S 2S 2S 25 8 8'-(1" ^ '1'-11. ^ 25 25 25 25 e 1'-r 1o.1'.1"e 26262626 10 8'.8" A 1'.... B 26 26 2ll 28 11 6"-2" A 1'-1- 8 21 21 21 21 12 5'-8'" A 8'..11- B 21 21 21 Z1 13 S-2" A' 6'-r 8 .28 28 28 28 1. 4'.10" ^ tf-r B 28 28 28 28 15 4'-r A 8'.... 8 2P 29 29 29 16 ....3. A lr-2" 8 2t 2V 2ll 29 11 ..'-()" A 8'-0" B 29 29 29 29 - iiO"MFiEXPOSURe~ - - - - -- 10 4 11'-Q" A 9'-5" A 21 21 21 21 ".5 15'-1. A 9'.... A 22 22 22 22 5 13'-1" A V.2" A 22 22 22 22 5.5 12'.... ,., . V-()" A 2J 23 23 23 e 11..... ^ 1'.10" A 23 23 23 23 8.5 10'.5" ,., 1'-8" A 2" 2~ 24 24 1 V-8. A 8'-6" A 24 2" 24 2,. 1.5 V.1. A 1'.... A 2S 25 25 25 a 8'-r A 8'-2" A 2S '25 25 25 s. 1'.e1o. 1'-10" 8 26 26 26 26 10 6'.g" ,A 1'-1" B 26 26 26 2(1' 11 lr-2" A 1..... B 21 21 Z1 21 12 5'.8- A 1'.1. B 21 21 21 Z1 13 5'.2" A 8'.11- B 28 28 28 28 1,. 4"-10" A- 8'-8" B 28 28 28 2a 130 MPH EXPOSURE B 4 11'-<1" A- 4.5 15'-1- A- S 13'.1" A- 5.5' 12'-<1. A- e 11..... A a.5 'lO'.S.~ A:. .7 V-8. A 1.5 V.1. A a 8'-8" A 8 1'-6" ^ "10 8'.(1"' A 11 tf.2" A 12 5'-8" A 13 5'-2" A- 1,. 4"-10" A LIVE L"'" tpSF, "'IS ..tm< (FT) 10 10 ..... 8'-1" .... I!I'.J" 1!I-:2" ~'-o.- . 1'.10" N' N1" r-J' N1" .'.. '-1" ...' .'.. A A A A. A 'A 21 22 " " " " " " ,. ,. '" " ,. 2ll 2ll 21 22 " " " " " " ,. ,. 77 " ". 2ll 2ll 21 22 23 " " '2' " " 2<l 2<l 21 " 2<l 20 2ll A A A A . . . . . GENERAL INSTRUCTIONS FOR THESE TABLES 1. a-toosE FREESTANDING OR ATIAotED STRUCTURE 2. CHOOSE PROJECTION. WIDTH AND OVERHANG OF UNIT 3. DETERMINE WINO AND ~CMI LOAD OF STRUCTURE SITE (PATlO UNITS USE 10 PSF MIN. OOMMERCIAL UNITS USE 20PSf MIN) 4. OiOOSEA PANaFROM TABLES 1.1 TO 1.4 THATHASADEOUATE . QEARSPAN FOR YOUR NEEDS. . 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 1.2. 1.1 OR 7.12 CAlruLATE FROM TRIBUTARY DIAGRAM ON PAGE SC02-2003 6. CHOOSE A HEADER FROM TABLES 7.1, 7.6 OR 7.11 THAT HAS ADEQUATE POST SPACING. 1" USE THE Arr-r;Vf1"\/A TE FOOTER StzE SHQIIV'N. 21 22 " 2< 2< 2S " " ,. 2<l '" 2B 2B 2ll 2ll "'" POST SP","" (Fl) .... '-1' ... 8'.3' 1!I".1' .,,. ,.... 1'-5" ",1' ,.... .... '-1' .... ,,1' 8'.1. 10'.5' 10'-3" 10'.1" V.I1. .,. .... .... '-1' .... ..... a'.... 1!I'-l' 1'-10" ,.,1' ,.... .... .'... .'... I'..ol', ".2" ""-1' 1'.11. ,.... ,.,1" H. 1'.1. e-.10" 8'.1".. .-~ .'. Atia~ structure MlN fOOTER POsr saE TYPE ... '''' 23 " 2< 2< 25 " ,. ,. '" 21 " 2B 2ll 2ll 30 A A A A A A . . -. . . . . . . A A A A A A A . . .' . . . . . A A A A A .A A A A A '. . . . . freestancling or Multispan Units MAX POST LENGlH 8' 110' 12' CONSTRAINED OClTER V Y, 'y (In) (in) (In) " " " 23 23 " 2" 2" 24= 24 2,. 24 " " " " 25 2S 2<l ,. 2<l 2fl 26 26 21 Z1 21 '1:l 21 21 2<l " 2<l 2<l " " 2ll 2ll 2ll 2ll 2ll 2ll 30 30 30 22 22 23 " 2. " " 2<l 2<l 77 '21 " 2<l " 2ll 22 22 23 2< 2< " " 2<l ,. '" '" " ,. 2ll 2ll 22 22 " 2< " " " 2<l 2<l " 21 " " 2ll 2ll 22 22 23 2<' " . " " " ,. " '" 2B 2B 2ll 2ll Alaskan Fasaa AIiached Freestanclmg or Structure Multispan Units MAX POS1 SPACING (FT) 1(r.J" 10'-1. ''''V.10'' ....' .... ...' .... .-.... ...' 8'-r 1'-11. 1'''' 1'''' N' 1',,, " 22 " 2< " 25 " ,. 2<l '" . 2i 2a " 2ll 2ll 22 22 " " 2< .'25 " " ,. '" '" 2<l 2B 2ll 2ll 10'.... 10'-2" ,.... .9'.10" ..r VS_ '-3" V-1. 1'-11- ..r 8'.J" a-... 1',,, 1'''' N' 11'-T 11'-0" 10'-10" 10'-1" 10'-5" 10'-3. ,.... V-10" .... 8'-3" .... a-... 8'-S"' .... 1'-11- .," POsr m>e A A A A . . . . . . . . . c c A A A A A A . . . . . . . . . A A A A A A A . . . . . . . . fOOTER sa5 ... ""' " 2S '" .2<l 2<l 2<l 21 211 2<l 2ll 2ll 30 30 " " 22 23 " 2< " ". ,. ,. '" " " " 2ll 30 30 " 2< " 2S 2S " ,. " '" 2B 2ll 2ll 30 30 " MAX: POST Le<<nH l!I'I10' 12' CONSTIWIED OOTER ... ... ... (kJ) (in) (in) 2< " " ,. ,. 2<l '" 2' 2. 2ll 2ll 30 30 " " 22 " " 2< " 25 2<l 2<l 21 '" " 211 2ll 30 30 " 2< 2< " " ,. 2<l '" '" ,. 2ll 2ll .30 30 " " " " 2<l 2<l 2<l 21 211 ,. 2ll 2ll 30 30 " " " " 2. 2< 25 25 ,. 2<l 21 " 211 " 2ll 30 30 22 23 2< 2< ,. " 2<l 2<l '" .'" 2. " 29 30 30 LIVE '''''' (PSF) TRlB foMX POST WlDlli POST REO'D (f!) SPACING FOR ON SlAB SLAB (FT)' 110 MPH EXPOSURE C ,. 1'-11- It -".5 1'-11- It 5 1'.1. A 5.5 lr.5. A a 5'.11" A- 8.5. 5'-5. A 1 5'-1. A 1.S 4'.8" A I!I 4'-6" A 8 3'-11- A 10 3'.e A- 11 3'.2" A- 12 2'-1'. A 120MPHEXPOSl.. tEC .. 8'-11" A- 4.5 1'.11. A 5 1'-1. A 5.5 lr.5. A- 6' 5'.11. A 6.5 5'.5" A 1 5'.1. A 1.5 4'-8" A I!I 4"05. A 9 3'-11" A 10 3'-6" A 11 3'.2" A- 130 MPH EXPOSURE C ,. 1!I'-11. A ".5 1'-11" A 5 1'.1- A- 5.5 6'-5. A- 8 5'.11. .A- 6.5 5'-6" A- 1 5'-1. ,., 1.5 "'-9" 'A- 64'S It ti.S-ffi- ....aSCla AJ:iaCh~ FreestandIng or Structure Multispan Units . tAAXPOSTlENG1l-I MIN oooTEF 8" I 10' I 12' ~ SIZE CONSTRAINED FOOTER TYPE ~ ;:;I;:;I~ MAX POS1 SPAC1NG (FT) ~TWin l WTx1,:)"X1.o. .CIoYerO.024~ Alum IO.024-Post with SId_eelate9 ICIover 0.040"X3'").3- Alum ICoIonlal 0.062" Extruded 0.041"x3"'x3" Steel aover .O.041"X3"lt3- steel Oover 8" FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN 10.18B"x3"'x3"' Steel Sguare UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 10.1B8"X4""X4- 8teel SQuare FREESTANDING AND MULTISPAN UNITS USE TABlE lA, 1.9 OR 1.14. 9. RND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TOW~ .FROM TABLE 10.5 . . 10. USE THE Arrr\vri\lATE DETAILS FOR PATIO SLABS FOLLOW'1-6 FROM ABOVE THEN SLAB 7. OElERMlNE MAXIMUM SLAB SPACING FROM TABLE 7.1. 1.6 OR 1.11 SLAB 8. uSE THE SMALLER OF THE SLAB SPACING OR HEADER SPACING SlAB 9. POST 'A' MAYBE USED FOR ALL A TIAotED UNITS ON SlAB SLAB 10. FOllOW 9 AND 10 FROM ABOVE 22 22 " 24 2< ,. " " 2<l '" '" " " 2ll 2ll 22 22 23 2"'- 24 25': " 25 ,. 21 77 " '" 2ll 2ll " " 24 25 2S 2. 2<l 21 21 " 2ll 2ll 30 30 31 " " 24 2' 25, 2<l 2<l 21 21 2B 2ll 2ll 30 30 31 24 ,. " 2<l 2<l 2<l 21 " " 2ll 20 30 30 " " 20 '" '" _9"~ 1'.11- 8'.10" a'..a. a'-B" ...' 8'-2" a'... 1'-11. r-r 1',3" 8'.11. '-1" N' 8'.2" 8'.1. 1'.11. 1'.... 1'''- 1'''' /'-<. r-3' 1'''' ..... .... 1'-8' T-r r-S" T-4~ 1',,, T.1- tf-l1" "NO" .... . . . . . . . . C C C C C A . . . . . . . . C C C A A . . . . . . . Post Oescnption TABLE 1,3 Post ReqUirements for Attached structures latJIe 1.5 Post SubStitlJteS SQuare CIrcular O.041'"x3'"X3'" O,1ts6"'lC3"lllameter O.188"x3"X3"' O,lB8"X4.Diameter O.188'"x4"x4" O.lBB'"ll;5-Diameter U,188"')o")O. U,1etn:.tr'Diametef MaxlPOSf _hi .6' A 12' A 1(1 A 12' B 1Z-C 12' ---0-- 6' E 15' F 18' G 21 22' 22 " " 24 24 " " 2<l 2<l '" 21 " ." 23 " 24 2. " " 2<l 2<l 21 " 22 " " 24 " 25 ,.. ',. 2<l 21 22 '22 " ." " " 2S " ,. .,. 21 " 21 22 " 23 " 24 " " ,. 2<l' '" " 22 " " 24 25 25 2<l 2<l' 2<l 2' 22 22 23 23 2. " " " 2<l 2<l 77 '" " 22 23 " " 24 " ,. 2<l 2<l .77 211 22 23 23 2. 25 " 2<l .,. ,. -, :).:l~ Ex1ruoea 1--a5C48 AttaChed Freestanding Of structure Mullispan Units MfJC POST LENGTH 6' I ,0- 112' cor-isTRAaNEO FOOTER ..., ...,.... (kl) (1n) (kl) "'" POST MIN ~ooTE' SPACK- POST SIZE (FT) TYPE._"tr ""' " 22 22 " 23 24 " " 25 ,. ,. '" '" .'.. .... 8'-U. a'..- 8'.1" 8'-5. a'.J", 8'.1- .... T-B" /'-<' ;t I "'1' ",1' 1!I'.2- .'... 1'-10" 1'.... 1'.1" 1'''' /'-<' 1'-1. lr.IO" '-2" . . . . . . . . c c c c c A . . . . . . . . c C' c A A . . . . . . . "_2.....__ 20 21 " 22 22 23 " 24 ." 25 " ." _21 22 23 24 24 " " " 2<l '" 21 211 22 23 24 24 " " ,. 2<l 77 21 ,. 2' 2' 22 22 " " 24 2. 25 2S 25 2' '" 21 21 22 " 23 " " 24 " " " " 22 23 23 2. 24 " " 2<l ,. '" " 22 23 23 24 " " 2<l ,. 2<l 1',,, N' T'" r,~ 1'" 1'-1. 1'''' lr-10" ..... 0.04'- 3-x3"' steel 00Yef O.l68"x3"'x3" steel sauare O.1B8"X4-x4- Steel Sauare O,l88"'X5"X5- steerSQuare frPOST' " I ' . , . , , i ; "1: , , .-.:;[ l--'d'- NON-CONSTRAINED 2. 22 " 2' " " " 25 ,. " '" '" 2' 22 23 2. 24 " " 2' 2<l 21 21 2. 22 23 " 24 25 25 2d ,. '" Alaskan l--aSCla Aita~ Freestat'lCling or structure Multispan Units MAX POS1I.EN<m< M1N OOOTE! 8" I 10' I 12'''; ,= S~ 7ITFloo;r TAB e 1.1 __22= ~2i_ 22 21 21 21 22 22 22' 23 23 23 " " 23 23 23 23 2" 2" 2" 24 24 2,. 2" 2,. 2,. " " " ,. 2<l 20 ,. 2<l ,. 2<l 2<l 2<l MAX POST SPACINC: (FT) 21_, 20 21 21 22 22 23 23 " 2. 25 ,. 25 21 " " " 24' ,.. 2S " 2<l .'" '" 2. ,-to'::oV 10'.1" 10".5. 10'-2" 9".10" '-1" 9'-5" .... .... .,2" '-2" T-V N' V-10" 9'.s~ 9'-1", 9'-5. V-3- V-1. 1'-11- a'''- ..r '-3" .'... 1'.9" . . . . . c c c c c c o o . . . . .. . c c c c c o 22 21 22 " 23 23 2. " " " '" 2<l 2<l 23 23 2. " " 2<l 2<l '" 21 " 2ll 2ll 23 23 2. " 25 ,. ,. '" '" 211. 2ll 2ll 23 23 2. " " 2B 2<l 77 21' 2. 20 20 23 23 2< 2S " ,. 20 '" '" 2. 20 2ll 22 22. V.1- B 23 23 23 23 23 (1'.11.'8 24 24 24 2,. 24 8'-10" B 25 25 . 25 24 24 s'-r B 25 25 25 2525 8'.eB2e2826 25 25 I!I..... 8 21 21 Z1 2fl 2fl .Z"-e-~ 21 21 :, :,/ -A""t) t l~,c ;-:... ~ 'f!r;' ~- '<_-~G\]I 8'&,""" ~ v " 'c,,'~"c" Q::- 72580PE '; -~ ' -\.. TABlE 7,4 Post ReqUIrements for Freestanding structures Post DescnpbOn Max IPOST Height 6' E 15' F 18' c;- ,. H I'COTlNG, " 24 ,. " ,. 21 '" 28 ,28 '0 i ' f . OREG~N '0 / 0.<'>/\-" ~\:)\:) ~/ l1-POsti:~:"~Al'-~ \,,\~_~./' ;; --Y~~ :~. : -~;.' 'l;~P'RATION DATE: 12/31/ --".L- -.....- CONS TRAINED -, 211512004 Page 23 of 34 ~ 1.0 POST SPACINGS FOR PAno AND COMMERCIAL COVERS USING FASCIA IN HIGH WIND AREAS lNE '- (PSF) - ""'"" (FT) ., MAX POST Il'AaOO ......... 'lFTI --1;j';iEXPOSUREe- - 10 .. 17-0'" A 13"~ 4..5 15'-1' A' 13'-3" S 13'"-7" A 13'-0" 5.S 12"..... It 12'-8- ., 11"""" A 12'~' .0..5 10"-5" A 12'-'" 1 V-Ir A t1'-V 1.5 v-," A 11'-T e f1'-e" A 10'-0" lil T-tr A 8'''''" 10 It-sr A 8'-5" 11 0'-2" A 7-8" 12 S'.a" A r-cr 13 5'-2" A 6'-tr '4 4',10- It 6'-0" 15 4'-6'" A s'-tr HI 4'-T A 5"-3" 17 "'-(l" A 5'.Q" l00wHEXPOS\JRE~ - .. IT-o'' A 11'.11"' 4.5 15'-1" A 11'4' 5 13'-7" A 11'-tf" Ci.5 12'-4" A 11'.3" e 11~' A 11'-0'" e.' 10'-5" A 10'-sr . 7 8'-8" A 11'-5" 7.5 v-,- A V.3" a 8'-6'" A rr-a- " 7-6" A r-v 10 IJ'-tr A T-e" 11 6'-7 A 6'-fr 12 s..a- A 5"-3" 13 S-T A 5'-5" 14 "'-10" A 5'-3" 1~ "-0- A 5"-'" U, ....3'". A 4'-5" 17 4'-0" A' "'-4- ....-- i"1O"MF=iEXPOSlJRE~-- 10 .. IT-()," A 12'-4" 4.5 15'-," A "12'-1" S 13'-7" A 11'-10" 5..5 12'...... A 1".7" e U...... A 11'-r 0..5 10'-5'" A '1'<1" 7. V-8" A 10'-0" 7.5 V-'" A &,-S" a 8'-0- A V.T Sl r-6" A r-u- 10 0'-9" A T-T 11 (1'-2" A 6'-7" 12 5'-8- A eo..... 13 5'.2" A 8'-2" 14 4'-10" A 5'''- 15 ...-e- A' 5"-2" 18 ,,'-3"" A 5'..0- 11 ...-0" A 4'-5" -- ~EXPOSUReC- 1'.'./ '/.N,. ".5 15'.1. 5 13'.7" >>OS>' """ REQ1) POST F<l/l "'ACNl SlAB (A) .. , :...~ ~; :.:.<r, ~ Newport fasaa-Beam I AttaChed Free5tand1llg or Structure Multispan Units """ POST l&mH tr 110' 112" """"""'" FOOTER ....,...,.... (In). c-.) (In) .... ""'fER POST "'" ""'" ... __....!2.... , , , . . . . . . . . . . . . . . . , , , , , . , . . . . . . 8 8 . . .,8 , , , , , 8 . . 8 8 . . . . . . 8 . 21 22 22 23 23 ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. " 25 " 21 22 23 23 ,. ,. ,. ,. 25 ,. 25 ,. " ,. 25 25 ,. 25 22 22 23 23 ,. ,. 25 ,. " ,. 25 25 " 25 25 25 25 25 25 25 ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. ,. 25 25 " " ". " " ,. ,. ,. ,. " ,. " ,. 25 ,. " 25 ,. 25 25 25 25 25 25 ,. 25 ,. " ,. 25 25 " 25 . " " " 25 '" '" '" '" 25 25 25 " ,. ,. ,. ,. ,. ,. ,. " " " '" '" '" '" '" '" " " " ,. " ,. " ,. " " ,. 25 71 '" '" '" '" '" '" " 25 ,. " " " " " " " " "'" >>OS>' "'''''''' '(FT) 71 27 27 27 27 71 '" '" '" 25 ,. ,. 11'.... " 11'.2" A 11'4" " 100.v " 10'-7" " 10'.... " 10'.2" B V.1,. 8 .... . ..... . V-l. B 8'.0" B S'-G" B a'-2" B T.l1. B T-4" B r-q' C T.:r c -- lJ' ,. ,. 25 " " '" 71 27 27 71 .71 " '" '" 25 " ,. 25 ,. 25 " ,. 25' ..... V-10" .... .... "9'". ..,. .... tf-10" ..... a'.s- tr-1. T-10" ,..,. T.5. 7-7' fl'.11- '-V' .tt.7" " '" 27 27 71 71 71 '" " '" ". " " " 25 25 25 25 10'.... A 20 10'-2" I<. 21 10'4" I<. 22 V-10" I<. 22 V-8" I<. 23 V-5. I<. 23 V-3" A 2<4 V-1. 8 2<4 8'.11. 8 2" tr.7" B 2S tr.3" B 2e 8'-(1' B 28 r..v B 27 'r..fr B Zl r~ B 7! . r.1. B 2a cr.10" B 2l!l tf-6" 8 211. --- I : /'::1 : I : I ~ I : I ; II """"""" .asaa .nacr.,., Slructule .... """'" >>OS>' "'" ""'" ... "'" , , , , , , , , . . . . . . . .. . . . '" 2' 2. 22 22 23 23 23 ,.. ,. " '" 20 '" 71 27 71 20 "'. 21 2' 22 23 23 23 ,. ,. 25 '" '" 27 71 27 20 " 20' Freestanding or Muttispan Units ""'>>OS>'l&mH 1'110" 112' CONST1lAlNED FOOTER ...,...,..... (In) cr.1 (In) '" 21 21 22 22 23 23 23 ,. ,. 25 20 '" 20 27 71 27 20 '" '" 21 21 21 21 21 21 21 " 22 22 23 23 23 23 13' 2:3 23 23 23 24 24 24 24 24 24 " " 25 '" '" '" '" 20 '" 27 27 21 21 Zl 27 21 .27 11 28 .28 28 20 " 28 2..., 2L ~ '" 21 22 22 23 23 ,. ,. ,. 28 '" '" 27 27 27 20 20 20 '" 21 2. 22 22 23 23 23 ,. ,. 25 '" '" '" 27 27 71 .", '" 21 22 22 .23 23 ,. ,. ,. 25 '" '" 27 27 27 .,; 20 20 21 21 21 22 22 23 23 23 ,. ,. 25 '" '" '" 27 71 27 " "'" >>OS>' "''''"' lFTI aass.c Fasaa AlIair.eo Slructwe .... ""'roo POST "'" ""'" ... IJnl Freestanaing Of MuIlispan OMs "'" >>OS>' t.eGlH r I 10' I 12' ~FOOTER "'1""'" (in) (In) CInI 15'..tf' I<. 22 22 22 23 15'.3" B 23 23 23 23 15'-a- 8 23 23 23 23 1.."-8" B 24 24 24 24 ,....3" B 2S 25 25 25 13'.11- 8 2S 2S 25 25 13'-7" 8 25 2;5 25 .25 13'-3" 8 28 20 28 20 13"-(1" 8 20 26 28 28 12"-8" 8 27 21 27 27 12'-1- C 28 28 28 28 11'.a. c 28 28 28 28 11'",. C 2i 2i 29 2i 11'-1" C 2Q 2Sl 2Q., 2e 10'.9" C 30 30 30 30 10'-7" C 30 30 30 30 10'.... 0 31 31 '31 31 ~~...2!....~..2.!.....2.!.... 13"-a- 13'-5. 13'-3" 13'-(1' 12'-9" 17... 12''''. 12'-1- 11'-10" 11'-5" 11'.1. ..... 10".5" 10'-1- V.10" .... ...' . V.1. ~ 21 21 22 :22 23 23 ,. ,. ,. 25 .. .. 27 27 27 .. 20 20 ,....'. 13'.10" ..... 13'-5- 13'.2" '2'-11. 17... 17.... 12'-2" 11'-8" 11""'. 10"-11. 10".7" 10'.3'" ..... .... .... .,,,. V.1. .... 1'.10" 1:1~1~1~1~11 I:I:I:I:I~I 17.... 12'.3'" 17... , , , . . . . . . . . C C C C C C .C,':: , , . . . . 8 . . 8 8 C C C C C C C 22 23 ,. ,. 25 ,; " '" 27 20 28 .. .. 3D 3D e31 " .32 23 23 ,. 25 25 '" '" 71 27 20 28 .. 3D 3D " " " 32 22 23 ,. ,. 25 '" '" '" 27 28 28 .. ... 3D 3D " " '32 23 ,. 23 ,. 24 24 2.. 24 " ". 28 ". '" '" '" '" 71 71 28 28 28 28 .. .. .. .. 3D 3D 3D 3D 31 31 31 31 32, .32. -- 23 23 ,. 25 " '" '" 27 27 '" '" .. 3D 3D " " " 32 23 23 ,. 25 25 .. '" 27 27 28 28 .. 3D 3D " " " 32 Nevrport rasaa Hearn _I=.I~~ POST w.x IW( POST I.BG1H RmO~ t&Ni=OOYEl' a: 1 10'1 '2' FOR $PolICING POST: me ~FOOTER SUB (FT) TYPE Y. vi""'" c-.I (III) (In) (In) LNE TR1B WJ( l.O'.D 'MOTH POST (PSF) (fT) SPAON:; ON SlAB 1FT) - iOOMPH"oEi?O&.lfiee - 20 4 8'-11' I<. 10'-8" 4.5 T.ll" I<. ...... 5 T-1. I<. r-5. 5.5 8'.S- A T-8" 1!I 5'-11. A T-(I" s.s 5'~ A 8'-8" 1 5"1. A 8'-(1" 7.5 ....... A S'-8" a 4'-5" A S-3" o 3'.". A 4.... 10 3'-8" A ....3" .11 3'.2" A 3'.10" 12 2'-11- A 3'..e- 13 2'-8" A 3'.:r - iOOMPH~E'C' - 20 4 e'-11. A 10'-l!I'" 4.5 T-11. A v.... 5 T-1- A 8'-5" 5.5 8'-5" A T4" 1!I 5'-11. A T-(1' e.5 5'-5" A 8'''' 7 5'-1" A ff-(1' 7"5 ..".... A S-4. a 4'." A 5'.3. i 3'-11- A 4'.a- 10 3'-l!I'" A 4'-3. 11 3'-2" A 3'.10" 12 2'-1'. A 3.... 13 2'-6" A 3'.3" - "ii'iiiFi'EXS;O'iJREB 20 4 a'-I1- A 4-5 T-1'. A 5 T-1' A "'.5 tt-5" A 1!I 5'-11. A 8.5 5'-5. A ,i... .-'5'.1-. A-_ 1.5 4""" A a ...-5. A- i 3'-1'. A- ID 3'-6" A 11 3'.2" A 12 2'-11' A " " ,. 25 25 '" '" 71 27 2S 28 2B 3D 3D " 31 " 32 OVER, OW<<) o:n . .' 7 2.0' 7 U .,' .... . . ,. . .' .4.5' 5' "'. 'rA .., "'. "', "', .., "" . ... 5' 5.5' 5.n;' ""' "" ""' "" .., "', "" ..... .... ...' T'" ,.... .... " o--<i'~ 5.... 5'-3. ''''" ,',," 3'-10" .... . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . '" . '" . '" 8 '" 8 21 . 21 ._8._ : -21 . 21 . " . 21 . 21 . 21 . 21 .. .. .. .. .. .. " .. .. .. ,. ,. ... .. '" ",' '" 21 21; 2' 2. 21 21 21 21 21 " 21 23 22 22 21 21 21 '" .'" '" .. ... " .. .. " 23 23 22 22 21 21 21 21 2. 21 21 2. 21 ,. 23 23. 22 22 '2. .: 21 ~ 21 2. 21. 21 2. 2. ,. " 23 23 22 22 21 21 2' '" '" " .. .. 25 25 " " 23 23 22 22 22 -.21 21 " 21 21 25 25 2< 2< 23 23 22 22 22 21 21 21 21 .. " " " " " 22 " 22 " '" '" .. '" 27 .. " " " ,. 23 23 " " ." " 21 21 " .. " " :4' " 23~ 23 23 22 21 " 21 UlllKJmIa fasaa AtiaCiie(, freestandlr1:J or ~MullispanUnils OW<>>OS>'lBClH r I 10' 1'2" CONSTRAINED """'" ...,...,... ~ Onl (lIlI "'" POST .. .IFT) I.... ...' '-7 .... .... 8'.10" ',T T'7 r.... 7-5.. 8'.1. 0'-10" N. ',7 10'..... ..... v-T ',7 .... 8"-5- a'.l. T-10" N. ,.,,,. .... .... ',7 ,.... ..... ',T ',7 .... ..... r-1. T.IO" ",r ,.,7 .... .... .-7 5'-11. "" '""'" POST "'" m>E .... "'" . . . . . . . . . c c C C C . . . . . . . . . C C C C C .. . . . . . . . . C C C C ,. '" '" 21 21 " " " 22 22 23 23 23 " '" " " 22 22 22 23 23 23' " " .2< 25 25 '" " " 22 22 " 23 23 23 " " 2< 25 1. . 5S ;- 6.25' "" N' N. ""' NA NA N. 11' ... . .... S.75' ,. N' ""' N/A "', N, N. YASlE 7.7 TRIBVTARYWlcm-cs FOR SlNGlf SPNI ATTACtEO STROC1VRES PROJEC1lOH OF SN3lE sPNI SlU:llJRES (FT) 12" 13' '01" 15' 11t 17 It ~.5' 'T 1S tr as 8S T 7.fI a' a_5" II' r 7.5' 8" a.S" II' 0.5' 7.2$ 7.75" i.25" a.75" i.25' 0.75' 1.5' S' .e.5' fI 9.5' 10" NIl<. e.25' a.75" 025' 9.15- 10.25' NtA NI<. .9' 8.5' 10' "10S NtA NtA HI... NtA 10.25' 10.15' NlAM'ANfAN/ANlA WA NI<.' N'A HlA NtA Nfl. NIl<. N/A N/A HlA NlA WA NIA .. ... 1. '.S 10.15' 11'. 11.25' liS 11"!S' .2 N, "" IV . os .. 18.25' ..... 10.15' 1.1' 11.25' 11... .., .., uass.c t-asaa A1t:acti!cI F-reestandmg or SIruclure Mullispan Units "'" POST l&mH 8' 110' 112' 00NSTlWNED FOOrn< ...'....1... On) (In)' (lnl 2D 21 13'-a- 8 22 22 22 23 21 21 12'-6" B 23 23 2J 23 21 21 12'-1. B 23 23 13 23 22 2;2 1'l;a:.--C-~.... 24 24 2.. 22 ",1frl11?1 (1j- ~'" 2< ',. 22 .2f-::; ::"t1'-". ~ ~ l.~~, \24 24 '23' '23, )~-"f~~.... ','''" :: 23 ~'.' Wf'-.1 C 2!:l'1 ) 21, '"f5\ 1-'00 23:, 23 . 1(1"'" C 2tI 2e' -2& 26 ~ 24 1I'-1r~ q:Q )I3E 20 \28 ,26 ~. 24 lI'.r......et-' 'v 27 U?':21 24 24 "-1. 0 27 27 71 21 ~~"...!:!:...~2!.. 28 2:!1 28 TAli m q-- ..:: 'lEGON n. I . 21' 22' 2f IJ~~<.J~/ "" F 1~~~' ~~~ .,;: ,_ I' i ~ ~~ /' 11... .. . 12.0' \,.'-~pll"'('\~~7 1t.75'12.25'12.75',1~ 12' 12.5' 13'.... 12.25" .1~.J5'~"'-----1125.:.. "'" >>OS>' SPACK 1FT) .... >>OS>', .""'" :OOYEI "'" ... "'" .. '" :II " 21 2' 2. " 22 22 23 23 23 " " '" '" " 21 21 " 22 22 " 23 23 23 ,. 20 13'..()" B 21 21 20 12"..e- B 21 21 20 11'-1. B 22 22 21 11'-8" C 22 22 21 11...... C 23 23 21 11'.1. C 23 23 21 10"-V C 24 2" 22 10'-]" C 24 24 22 10''''" C 24 24' 22 V-l1- 0 25 2S 23 v.]" 0 26 26 23 V-I' 0 2l!I 2tI 23 1"-0" 0 2l!I 26 ~"-!:!...-2.........!!.....2!..... '" " 2' 22 22 " 23 23 23 2< ,. 2< 25 25 '" " " 22 22 22 23 23 23 ,. " " 25 25 " " " 22 " 22 23 23 23 " " " 25 25 ..... ..... 12'-1" 11'-8" 11''''. 11"-1. ..... 10'-7" 10'...- .11'-11". '-r 1l'-1. .... ..... . . . C C C C C C . . . . . 22 23 23 2< ,. " " .25 .. ... 27 27 28 28 :II 21 2' 22 22 22 23 23 23 2< ,. 2< 25. '" 1. 10.5" 11' 11.2$' 11... ".7S' .2 '225' 12.5 N' NA . ~%.\:;.~:~:~f1i~~ 13' 135 ,.- 13,5' 14" 145 NtA. NIl. WI. DATE: 12/31/ 21 21 22 22 23 23 .2< 2< 2< 25 .. '" '" 71 22 22 " 22 23 23 ,. 2< 2< 25 '" '" '" 27 22 23 23 " " ,. 25 25 '" " " 71 28 28 22 22 23 23 23 23 24 24 24 24 24 24 25 25 25 "25 .'" '" '" 2<l " 27 27 71 2S 2S '" 2S -- 211 SI2OO4 Page 24 of 34 7.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USIN~ FASCIA IN HIGH WIND AREAS ~~tascm~m Attached Freestandirc;J or structure Multispan Units IMX POST lENGlH r I 10' I 12' CClNSTRAINeD FOOTER "cI" V V. (In) (In) (In) 24 2G 'II 24 2G 21 24 2S 2G 24 25 2G 24 25 28 24 24 25 24 24 25 24 24 24 24 2<4 24 24 24 24 24 24 24 " " " " " " 24 24 24 " " " LIVE lOAD (PSF) "''' "'OTH wn MAX """ 8PAaNG .ON SlAB (FT)' POST "'" .Ee", POST FOfl: SPACN; S1All .wn 10 5.5 12'''~ A go.2" o 11'''~ A goq 0.5 10'-5" A T-l1~ 7 11"-8" A T-8" 7.5 11".1. A T.7" I 8'.q" A 8'-r ~ T.q" A 8'". 10 8'-17 A 5'-8" 11 0"-2" A S'-3. 12 5'''&- A 4'-7" 13 5'-2" A 4'-S" 14 4'.10" A 4'''. 15 4'-8" A 4'-2" 18 4'-3. A 3'-8". t7 4'-(1" A 3'-0" - ~EXPOSURE~- 10. 4 IT-O" A 11'.3" 4,S 15'-1. A .11'-1. 5 13'-7" A 10'-10" 5.S 12'-4. A 10'-r 8 11'-4. A 0'-4. 8.5 10'-5" A 0'-1. 7 11".,&. A 8'.0- 7.5 11"-1- A T-10" , If..(/' A T-r .~ "'-8" A 8'-1" 10 I'.r 11..6'-3" 11 8'-T .A S'.S" 12 5'-8" A 5'-3- 13 5'-T A 4'-e- 14 4'-10" A 4'.S. 130MP'i EXPOSURES 4 1T-O" A 4.5 15'-1. ^ 5 13'-1" A 5.5 12'''- A o 1,.... A '&.5' 10:-5" ',A. 7 II"-r A 7.5 i'..l. A I 5'-6" A fl T.ff' . A 10 8'-V A U 8'.2" A 12 5'-8" A 13 5'-T. ^ 14 4'-10" ^ 10 MIN POST 1Y1'E A A A A A A A A A A A A A A A A 22 A 23 A " A " A " A " A " A " A " A " A " A " A " A " A 2S 9'.1. r.". r.iO" N. r~ r-r: .... ...- A 22 A 23 A 22 A 23 A 23 . A~.23. A 23 A " A " A " A ,. A ,. A ,. A " A ,. FOOTER om; ... ... 23 ,. -23 ,. ,. ,. ,. ,. ,. ,. ,. " " " " 26 27 28 2fl 27 28 25 27 28 2S 27 28 24 2tI 'II 24 2e IT 24 25 2G 24 25 ~ 25 '25 26 24 ~4 25 25 '25 25' 24 24 24 2S " 2S 24 24 24 25 .25 25 " 27 28 " 27 " 24 2tI 27. 24 20 'II " " " 23 25. 2G 23 2li 2S 24 24 2fI 24 24 25 24 24 24 24 24 24 24 24 24 24 24' 24 " " " 24 24 24 california Fascia AiiaCiied Freestandmg or Structure Multispan Units 1M:( POST LENGTH MIN FOOTER I" I 10' I 17 . POST ,SIZE CONSTRAINED FOOTER TYJ'E.V V V V. (In) ~ (In) (In) I'.a" A 23 23 23 .23 _I'~_ A 23 23 23_ 23 1'-4. A 24 24 24 24 1'-2" ,. 24 24 24 24 8"-I~ A 25 25 25 25 r.w A 25 25 25 25 T~- 8 2G 2fI 2fI 2fI 7'". . B 2& 26 26 2G ],.T 8 IT IT 1:1 27 8'-11. B 1:1 1:1 27 'II fr-r B 28 2.!1 28 2B fr-r B 2B 28 28 28 lS'-4. S 2ll 2ll 2Sl 211 fr-T 8 2ll 2ll 29 2ll lS'.q' B 2ll 2ll 29 18 ------ "'" POST SP""",, (F1) 10'-4.. " 22 10'-2" " 22 10'-<1" ." .23 11".10" A 24 11"-8" A 24 V-5" A 25 V-T " 25 V-l" B 25 1'-11-.. B 26 1'-7" 8. 27 8'-3. 8 27 a'-o- B 28 TJT B 28 7'.f1' 8 29 T..J" B 29 8'-r A 22 tr-7" ,. 22 8'-5" A 23 8'-4".,' A 24 troT " 24 . S:.q'. .A .:25' ]'-10" A 25 7'-a. A 25 7'.fS" A 28 T-s' A 28 7'.q' 8 27 O'-e" 8 2a G'.fS" B. 28 0'-3".8 2ll 0'-1- B 2ll GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION. WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNON LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERctAl UNITS . .USE 20PSF MIN) . .: . . 4. CHOOSE A PANR FROM TABlES 1.1 TO 1.4 THAT HASAOEOUATE aEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABlE 72. 7.7 OR 7.12 CALaJLATE FROM TRIBUTARY DIAGRAM ON PAGE SC02-2003 6. CHOOSE A HEADER FROM TABLES 1.1. 7.6 OR 7_11 THAT HAS ADEOUA TE POST SPACING, 7. USE THE APPROPRIATE FOOTER SIZE SHOVVN. .',. 5'''. 5'.1. ...... 4'.3" 4'.1" 3'.r 22 22 22 22 23 23 24 24 24 24 2S " " " " " " " " " 27 " " " " 28 29 29 ". " 22 22 22 22 23 23 24 24 " ,. 25, ..25. " " 25 25 " " " " 27 " " '" " " " " " " LlaSs<<; t-ascta - Attached freestanding or Structure Mu!tispan Units ""'POST"""" 8' 110' 12' """""""" OOTER ... ... ... (1n) (In) (InJ " 25 25 2lI ~ 2G " " " 'II 'II 27 27 27 27 28 28 211 " " " " " " ,. ,. ,. ,. ,. ,. 31 31 31 .31 31 31 32 32 32 32 32 32' 33 33 33 "",. POST '""""'" (FT) 11'.10" ,,'.r_ 11'.5" 11'.2". 11'-0" 1U... 10'.5. 10'-1" ..... .'.. .',. 1"-11- 8'.... S'-5" 8'.3" 22 22 23 " " ,. " " " " 27 28 ,. " " 12"-11" 17'" 17~ 17.3". 17-0' 11'.10" 11'.1" 11'-4. 11'.2" 'U'" 10'''- 'U'" ...' ...' .',. .... POST TYPE FOOTER SIZ' ... ... '" " " ". 27 " 29 29 ,. ,. 31 31 32 32 33 23 ,. 24 24 2S " ,. " " " " " " 27 27 27 " 28 29 29 " 29 ,.,. ,. ,. 31 31 31 31 ,. " " " " ." " " " 27 .27 '27. '" ,. " '" " 29 " " ,. 30 31 31 31 31 " " 32 32 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT JS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 7.4, 7.9-OR 7.14. 9. FIND THE OIC SPAC1NG OR'# OF FASTENERS FOR ATTACHING TOWAllFRO~.TABLE10.5 . 10, USE THE ArrT\.vrruATEc:eTAILS FOR PAno SLABS FOLLOW 1~ FRoM ABOVE THEN SlAB 7, OeTERMINE MAXIMUM SlAB SPACING FROM TABLE 7.1, 7.6 OR 7.11 SlAB 8. uSe: THE SMALlER OF THE SLAB SPACING OR HEADER SPAONG SlAB 9. POST 'A' MAY BE USED FOR ALL ATTAa-fEDUN1TS ON SLAB SlAB 10. FOLLOW 9 AND 10 FROM M3CNE 22 22 23 " " ". ,. " ,. " ". " " 29 " 11'.11- 11'-8" 11'-0" 11'''" 11'-'. ."'0'.11.. 10'-8. 10'-e" 10'-3" 17-11. "r .... "-11. .~ ..... A .- . . . . . . . . c c c c c A A A A . . ~ . . . . . . c c 23 23 .24 24 2S 2S " " " " " " " 27 27 27 " 28 " " 29 " ,. ,. ,. ,. 31 31 31 31 A A A A A .. . . . . . . . . c 24 24 28 " " " ". " 27 " 27. 27 " " " " " " " " ,. ,. 31 31 31 31 ~2 32 32 " lM' lOAD (PSF) TIlIB w.x ",om POST (FT) SP~ ""SlAB .. . (FT) L 110 MPH EXPOSURE C 4 6'-11- 11._ 4.5 1'.11. ^ 5 1'.1. A 5,5 0'-5'" A 6 5'.11. A 0.5 5'-S.. A 7 5'.1" A 7.5 4'-0" A 8 4.-S" A si 3".11- A 10 3'..(/' A 11 3"-2" A 12 7.11. A 120MPHEXf"OSUREC 4 8'.11- ^ 4.5 1'.11. A 5 T-l" A 5.S 8'-S" A o 5"-11. A '0.5 5'-5" A 7 5--1- " 7.5 4'-11'" A a 4'--5" A ~ 3'-11. A 10, 3".f1' A 11 3'-2" A 130MPHEXf'OSl; lEe 4 a'.l1. A 4.5 1'.11. A 5 1'-1- A 5.5 "'-5~ A o 5'.11- A 0.5 $'-5" A 7 5'-1~ A . 7.5. . 4..v . A IS 4'-5~ A 20' 20 " POST "'" REao POST FOR SPACING ~ (Fl) Newport I-ascca tseam Aitacned FreestaOaing or structure Multispan Units UAX POST """" MIN 'DOTE! 8' I 10' I 17 POST ~ ca.rsTRAlNED FOOTER TYPE _ ~ ;:; I. :; I ;:; __10'...0- .... a"-5':' r~' r.". .~ ..". .~ ""- ..~ ""- 3"-10" .~ 8'-1I~ 7'-1'- r... r-r .~ .~ .... s'-r 5'-3- ..~ 4'.3" 3'-10" fr.li" ...' G'-3. .~ ...' <-J. ,.,. <~ ...... . . . . . . . . . . . . . . . . . . . . . . . . . A A A A A A . A 8 TABLE l,8 Post Requirements for Attached Structures Post Description lWin ( 032"X1-:s=x,,5" ~ O,024-a'lc3" Alum ~,024.Post with Side~ CIoYerO.04O"X3"X3" Alum Colonial 0.062" Extrucled 0.04 t"X3'1C3" steel aover 0.041"X3"X3" steel ClOver Q.1B8"x3"x3" steel Sguare Q; 1881C4"')(4- steel tiQuare 1 able 7.10 POst b'Ub5tJtUtes Souare 0.041"X3"X3" -0.1B6"X3"'X3'" -0.16B"'X4"'.1:4- ~':CJ~ On:ular . 0,1BlrX3"Diameter 0.1 BB'"X4LJiameter O. t 86"x5"Diameter O.1etrxb-uameter Max IPOST Height .. 'Z 10 'Z 'Z 'Z .. 'S '8' 22- 22 22 22 22 22 22 22 22 22 22 22 22 22 22 23 23 23 23 23 23 23 23 23 ;, ". " " 22 22 23 23 23 23 A A A B C D E F G .,. ". " 23 23 22 22 22 22 22 22 22 22 2S " 2S " " ,; 23 .23 23 23 23 23 " ". " 23 23 23 23 23 23 -27- ,. " " " " 23 23 23 22 ,,, 22 22 " " " " " 28 ,. " " 23 xi 23 " " " " " ,. ,. " 23 U!lltOmla t-8SCla A1tact1eCi Freestanding or structure Multispan Units w.x POST LENGTH 8' 1'0' 117 """""""""""". ...., "'1'" (In) (In) (in) "'" POST SPACING (FT) " " " " 25 " " " " 23 22 22 22 28 " 27 27 " " 25 " ,. " .23 23 27 27 27 ,. " " " 2S " fl'-1- .... 8'.10" .... .~ 8'-4" 8'-1. 1'-10" r,r r-,. .... .~ .',. .~. 8'-3" 8',1- T-11" 1'-10" r~ r~ r-.. r-'J" T.". 0'-17. .... N- r,r N' H r,,. 1'-1. 0'-11- 8'-10" .~ MIN :oorEI POST om; "'" ... roO ~8.- . . . . . . . . c c c c A . . . . . . . . c c c A A . . . . . . . 21 20 21 21 22 22 23 23 23 " " " 28 21 22 23 23 " " " " ,. ". '27. " 22 23 23 " " ,. " " " I-fABLE (.9 Post KeqUfrements ror . Freestanding Structures rest DesCnption COlOnial O.ObT Extruded O.041-x:n:3'" steel COler O.041"xJ"x3'" Steel Clover Q.1B8"x3"'x3" steel Sguare O.186"X4"'X4~ Steel SQuare frPOST . '. I ' . : : .'~' ._.~ I 1--....--1 NON-CONSTRAINED nIDTlNCi, Max I POST Height 8 15 '8 18 '8 21 20 21 21 .22 " 23 23 23 " " " '" 21, ;21-. 20 21 21 21 21 21 22 22 22 22 23 23 23 23 23 23 ,. " 24 24 ,. " " " 22 22 23 23 " " 2S " " " 27 28 uaSSlC fasaa . AtiiChea I-'reestancllng or Structure Mutlispan Units "'" POST SPAClNC (~ .... POST lYl'E :OOTa om; ... "" MAX POST lENCmt.. 8' I 10' I 12" ~I"'OJ~ (In) (In) (In) TASLE l.ti ii 24 - 23 " 23 " " " 24 24 24 24 25 " " " " " " " 27 27 27 27 28 28 "'.2) 22 23 " " " " 28 " " " " " " " 2S " 27 " ,. 28 29 29 ,. 31 " " " " 27 " " " 28 ,,: 30 3l " 28 " " 27 27 " " ",. " 30 31 22 10'-e- B 24 24 24 23 10'-4- B 25 25 25 23 10'.2" B 2tJ 28 20 24 10'-0" B 27 27 27 25 V-10" 8 27 'IT 27 25 V-8" C 2a 28 2S 2617.eC2a28Z8 26 17-3'" C 29' 29 ~ 26 sr.as-~--... 29 ,.~~ /o.'C.\J t'HUFt-S........, /.<;;.~0~" /,-"?/<;;.~G\Nt:l3'1t '\:C::. I c.{ / \ c:/ 72580PE \ " 22 23 23 " 2. " " ,. " " " 21 22 23 23 " " " " " " 27 " 12'-5" 17-3~ 17.". 11'.,&" 11....." 11'.1. 10'.V' 10'-7. 10'''. 8'-11- .-r 0'-1- .... . . . c c c c c C D o o o 23 22 23 " " " " " ,. " 27 " " 28 " " 27 " 28 " ." " '.- r-' r"'--', '. \ .l \ '. . OREGON <:, i r'l\POST-:-'!"...... ",,\J _". I I r-.,. ; .3~ (., ",'.I _," ..' j i'~~~\ M.5~\J\~/ ::./~ _~.~"IP,c'.TION DATE: 12/31/ .! CONSTRAINED - . -~ pag: ~~ ., I T 22 23 23 " ,. 2S " " " 22 23 23. " ,. ,. " " '" C D E F G 11"""- 11'-2" ".-0" 10'-10" 'U... 10'-5~ 10'-3. 10'-1. 11".11. .~ O:-3~ 8'-11- . . . . c c c c c o o o " " " " " " " " " " ,. 31 1.0 POST SPACINGS FOR PATIO AND _...ol...~...lAL COVERs USING ALUMINUM HEADERS IN HIGH WIND AREAS r U.04z-x;ncs- Headef r f.Jouote U.U3"l"'XTxt;.rl25''' Header ~ FreestaMJng or Attached r-reesaanau,g or- Struclure Mullisoan U""" Struclure Mullisoan Units MAX POST I...a<<mi MAX. MAX POST LENGTH FOOTER I' I 10' I 12' POST MIN FOOTER 8" I 10' I 12' Z *1:2 ..~~ Z *17 lNE L<"" ""'" TRlB "'"'" O'T) POST "'" RE01) POST FOR SPAClN(; '"^" (FT) .... POST 1VPE .. 11'4' 11'.r 11'-4'" 11'-1- ,.... ,.... 10'-3" '.-0- l7-ur 11.... .-0- .-r .-,. r,r r-o- .... .-,. .... , , , , , 8 8 8 '8 8 8 8 8 8 8 8 8 8 : 10 " u , . '" ", 21 21 22 22 " " " " " " " '" '" '" '" '" '" " " " " " " " " " " " " '" '" '" " '" 28 2< 2< 2< 23 " " 2< " 2< " " '" '" '" '" .'" '" '" " 2< " " " " 2< " 2< " '" '" 27 28 .", 27 28 '" " " " " " 2< 2< 2< " ,. " " '" '" '" '" '" '" ,. " ,. ,. '" " ,. ,. ,. ,. " '" 28 '" '" 28 '" '" ,. " " " " " " ,. 2< ,. '" '" 27 '" "'. CO 211 28 211 '" '" 211 "'. '" " '" ,. ,. " '" '" '" '" '" '" '" U'-V 11'.e- 11'-3' 11'-0'" ,.... ,.... 10'.3" '.-0- .... .... 8'-11. a'-r 8'-3- .-0- r..' 0'-1,. ..... .',. '" '" '" '" '" "'. 26 ,. " " " 26 '" '" 26 '" '" '" 10'''' A 10'-2" A 11.11- A V:-9'" A' ..... , V.... I>. V-I. A 11"-11' A ..... 8 a'-4'" II .-0- 8 T-r 8 T-6' 8 T.T 8 0'-11' 8 0'-1- .8 5'-11" 8 5'-17' B -- " '" '" '" '" '" 26 26 " " 26 '" 27 26 26 27 211 '" 10'-&. ,.... 10'-J'" '.-0- .... .-r .... 11-1" 8'-11- ...... .',. T-10" r,r N" T-1- It-Z: .-0- ...!:!!!:..-- , , , , , 8 B 8 8 B 8 8 B 8 B B. 8 8 , , , , , '. , 8 8 8 8 B 8 8 8 8 8 8. ", 21 21 22 22 " " 2< 2< ,. " " '" 26 '" 26 26 '" 20 21 22 22 " " " 2< 2< " " 26 '" 21 27 27 27 21 21 21 22 22 " " " " 2< " '" 26 28 27 21 27 21 21:. " " " 22 22 " " 2< " ,. " " 26 28 '" 26 '" '" " " " " " " " " " " " " 26 26 26 '" '" '" " " " " " " " " 2< " " '" '" 27 27 21 21 27 2< " " " ,. " " " " " " '" '" 27 21 " 21 _21: ." " " " " " " " 2< " '" '" '" 21 21 27 27 27 " '" " '" " " 24 25: " " " " 2< " " " " " " " '" '" '" '" '" '" 21 21 21 21 21. 27 21 27 27 27 -- UOUtlle U.04'l: 3"nf Heaaef Attachea Fieestaooiilg or- Structure Multispan Units IM.X 1M)( POST LS<<JrH POST UlN FOOTER II I 10' I 12' SPACING POST 5lZE 0ClNSTRAlNED FOOTER -=-= ;; ;:; I: '.;; " " " " " " ,. " " " " " '" '" '" 111.... I>. 18'-5" 8 10'-0'" 8 15''''' 8 15'-3" 8 14"-11- B 14'-7'" B 14'.T 8 13'.10" 8 '3.'-3' C 12'-l1'. C 12'-2" C 11'-/7' C 11'-C. C 11'Q C lO'-e" - C 10'-C- 0 10'-0'" 0 -- '" '" '" " " ,. ,. ,. ". " " " " ,. '" '" 21 21 " 21 21" 14'-V 14'-0" 14'-2" 13',10" 13'-1" .13'-3" 12'-11' 12'-8". 12.... 11'-10" 11'-S' 11'Q 10'-1" 10'-3' 0'-11- "r .... ',V'l".. 15'-T A 23 14'-11. A 24 ''''-7'" B 25 14"-3" 8 25 13'-11" 8 215 13'-1" 8 2tl 13'-3" 8 'Z1 13'Q 8 'Z1 12'-8" 8 Xl 12'-T 8 2a 11'-0" 8 2i 11'-2" C 2i 10'-17' C 30 10'-5" C 30 10'-1- C '31 V-I7' C 31 V-e" C 31 V-2" C 32 --- "y....1 ' 13'-2" I>. 12'-11- I>. , , 8 B B 8 8 B 8 8 B C C C C C C . .c." " " ,. " " '" '" '" 21 27 .28 '" '" '" '" '" 31 31 " ,. " " '" " '" 27 21 28 '" '" '" '" 31 31 31 32' '" '" " " '" '" '" '" 21 21 28 '" '" '" 30 30 ". 31 '" '" 26 26 '" '" '" 27 21 28 '" '" 30 30 31 " 31 32 '" '" '" '" '" '" 21 27 21 28 21> 21> 30 '" ". 31 " 32 CO 27 21 CO 27 '" '" '" 27 27 " '" 21> '" 30 30 31 31 CO " 21 " 21 21 27 " " '" '" '" '" 30 " " " ~.32 21> '" " " 28 28 28 " '" 26 '" '" 30 30 31 " 21 ..32 26 26 CO CO " CO' 27 CO CO 28 20 20 30 30 " " 31 32 I :: I: I: I: I UYE lOAD ""'" ""B WIDTH (FT) 28 28 '" 28 28 28 CO CO 21, 21 28 20 20 20 30 30 31 31 "'" O'OST SPACN; """"" (FT) l(1)UPH~f1 4 8'-11- A 4..5 T.l1. A 5 T-1- I>. 5..5 I'-S- A 8 5'-11- I>. 8..5 5-5' A 7 5-1. A 7..5 4'-V A S 4'-5" A o' 3'-11- A 10 3'-e- A 11 3'-2" A 12 2'.11' A 13 2'4" A -<<iO'MPH~EC 20 4 8'-11' A 10'-6" 4.5 T.l1' A 0'-10" 5 T-I' A 0'.... 5..5 1'-5" A 8'-11- e 5-11' A 8'-2'" e.5 S'-5' A T-7'" 7 5'-1' A T..o- 7.5 4'-17' A 6'-6' a 4'-5" A 6'-2" o 3'-11- A 5'-5' 10 )'-6' ;.. 4'-11- 11 )'-2" A 4'-5" 12 2'-1" A 4'-1' 13 2'-8" A 3'..go - mMP..iExPCiilRE'i'"'"" - 20 4 8',11" A 10'-5" 4.5 T-11' A V.10" 5 T-l' A v.... 5.5 8'-5" A a'-11' o .5'-11' .A a'-2" 0.5 5'-5' A T.7'". . .7.. ....5.-1... A . T.v 7.5 4'" A 8'-6" a 4'-5" A fT-T o 3'-11' A 5'-5. 10' 3'.(1' A 4'-11' 11 3'.2" A 4'-6" 12 2'-11' A 4'-1- ", 20 20 20 2B 2B 2B '" 2B 28 28 20 '" 30 30 31 31 31 32 OVER- ...., ~ . ,. .7 2.5' Y U .. .s . . r I' .. ..s- 5' ... ... w, w. ... w, ... w, . ~,5' 5' ... 5." ... W, w, .... w, .w, w, POS1 "'" RE<7D POST. "'" SP""'" 5lA8 O'T) u.042"x.f'x8" HeaOer ~F~or Structure M_ ums ""'O'OST"""'" ",,'OO~.ll.l17 POST . SIZE FOOTEl: m>E ... ... 1....1 ... (in) (in) ~ (lnI 10'-5'" 8 0"-10" e V--4~ II 8-11' 8 If.2''' 8 T-7'" 8 r-o- B .6'"--8" 8 0'.2" 8 ..... 8 4'-11~ 8 "-5' 8 4'-1' B 3'.g-. .8 B 8 8 B 8 B B B 8 B B B 8 B 8 B B B 8 B B B 8 B B 8 B ,. ", ", ", .. .. ", ", .. .. .. .. .. ", " 23' 22 22 22 " " ", ", ", ", ", .. ", ,. ,. ." " " 22 22 22 21 21 .,. .", ", .. .25 ,. " " " " 23. 22 22 22 22 22 22 Oouble U.WTXZ"lcfS.tiO- HeaOer AitacheCJ~ P'"~ or StrtJcture MuItispan Units ""'POST"""'" 1'110'.112' COHS1RAlNED FOO1EIl .: I;; I ~ "'" O'OST 5P><K (FT) " " " " ,. 23 " " 22 22 21 21 ", ", '" 28 " " ,. ,. ,. " 23 22 22 22 22 22 '" '" 26 25 .,. ,. ,. " " 22 22 22 22 10'-5" 8 V-10" 8 v... 8 fT-l1' 8 8'.(1'. B ..". 8 T-S-' 8 1'-11- 8 fT-fS' 8" 5'-10" 8 5'-7 B .... 8 4""- 8 -- MlN "ClOTD O'OST IaE m>E .... ... ,.... V-tO" ..... 8'-11. .... ..". r.... 0'-11- .... 5'-10' N' ..... 4'-4' ...". ,.... 10'-3" V-1' ..". a'..(' a'.2" a'.10" r~" 0'.11' .... ..". .... 4'-11' ..... B .. 8 21 B 22 B 22 B 22 8 22 B. " 1 " 8 " 8 . 23' B " B ." 8 23 B " " is ", ", " " 2' " 21 21 21. 21 21 2' ", 21 21 22 22 22 22 22 22 22 22 22 22 1. S 5. . 125' W, .... NA NA .." W, .." 11' 5.. . .... e.75' r w, w, OM' w, . w, w, TABlE 7,12 TRlBUTARYWlDTHS ~ SlNGlf SP1<H ATTACtEO SlRUCTURES ""ROJECl1a.l Of' SlNGlE SPAN sn.cnJRES (FT) 12' 13" 14' '15". 16' 1T 111 lV 20' .,. es T .7.5 8' 11.5' V OS 10' as T .n ~ u V ~5' 10' 1~ r 7E If a..5' v 05' 10' 10,$' 11' 7.23 7.75' 8.25' 8.75 0.25' 0.75" 10.25' 10.75' 11.25" 75 8' as. v 0.5 10' 10.5' 11' Its ~A 8.25. a.75' 1.25" 1.75' ';0.25' 10.75" 11.25' 11.75' N'I>. WA V OS 10' 10.$". 11'. .11..5" 12' Nil>. NA MIA NA 10..25' 10.75' 11.25" 11.75' 1.2.25' NIA KIA N'A ~I>. NIl>. Nil>. 11.5' 12' 12.5 N/1>.M'ANlAM'ANA NrANlAN'AN'1>. M'A NtA NIA 'NA Nil>. ""A ...-A HI" Nt" .. " 21 .22 22 22 22 22 22 22 22 22 22 22 " " ',. " 23 25 23 " 22 " 22 " 22 23 22' 22 22 22 22 22 22 .22 22 22 22 22 22 '22 -- OW( POST sPAClNO ....LAS 1FT) 100UPH~"'IfI,~ 4 ,;q- I>. 4.5 15-1" I>. 5 13"-1" A .55 12'...... A e 11''''" A e.$ 10'-5- A 7 0'-8" " 7,5 V.l. A a 8'.(l'" I>. Ii! T-6' I>. 10 tr-9' A 11 tr-T A 12 .5'-8" A 13 5'.2" A '4 4'.10" A 15 4'-8" A HI 4'-3" A_ 17 4'-0- A ~EXPOSlJI;C .. lT-O" A 10'-5" I>. 20 4..5 15-1" A 10'-3" A 21 Ii 13'-1" I>. 10'..0- I>. 22 5..5 12'-4' A 9'--17' 1>.' 22 e 11'-4~. I>. 0'-7'" I>. 23 8.$ .10'-5- A 17.... A 23. 7 V-8" A '17-2'" I>. 24 7.5 V-1- A "',11- A 24 e 8'-(J" 1>.. 8'.g" 8 24 o T-e A 8'-5'". B 25 10 -I'-V' A 8'-1- 8 25 11 0'-2" ... r-v 8 2lI 12 s'-e' A~ r--8" 8 2lI 13 5'.2" I>. tr-e- 8 28 14 4'-10" A 1'-3" B 2lI .111 4:.(1' A 5'.(1' 8 20 1e' 4"-3" A 5"- 8 26 17 ....(r' 'I>. 5"2". 8 . 2lI - ~EXPOSUREe- - -- 10 4 1T..o- A 10'-0" I>. 21 4..5 15-1- I>. 10'-8" I>. 21 5 13'-1" A 10'''' A 22 5.5 12'.... A 10'-1- A 22 a 11'",. A 17-10'" A. 23 e;5 10'-5" I>. 17.7' A 23 '7 V-&'" A 0'-5" I>. 24 7.5 V-1- I>. II'.T 8 24 S 8'-0" ... 8"-11' 8 24 17-8"A8"_r825 10 8'-17' A 8'-3" 8 2e 11 8'-2" A 1'-1,- 8 28 12 5'-3" A 1'.7'" 8 71 135-2"'1>.8'_1"828 14 4'-10" I>. l'r..s- B 2lI 15 4'.(1' A 8"-2" 8 71 le4"<TI>.5'-5"'828 17 4"-0'" I>. 5'-3" 8 215 ~EX.f>OSJREC- "0_J ':5 I :~; I : I :~ I : I ~ I :: I : I ~ II :~: I : I ~ I : I ; I : I ", 21 " 22 22 22 22 22 22 22 22 22 22 " 23 23 " '22' 22 22:. 22' 22 22 2:l 22 22 22 " 22 " 22 23 21 " 21 22 21 .22 21 22 21 21 21 21. 21 21 21 21 21 21 '21 21 21 21 " " 23 22 22 22 23 " " 23 " " " " " 25 " " " " " " " " 23. 24 23 " 23 " " 23 " 23. " 23 23 " " 23 " 23 " " 22 22 22 22. 22 22 22 22 22 22 22 "'" POS1 . Sl'><K (FT) lJOUDle U,04rin8- HeaOer r ~ F~~or Slruclure_ ~_ Units w.x POST L.eIGTl1 ' MlN 'OOm 8' I 1(1' I 12' POST SIZE :oHS1'RAlNED FOOTER TYPE.~ :;,1 ~ I ~ 25 14'4' 8 24 1)'.11' C 24 13'.3" C 24 12'4' C 23 12'.1'.C 23 u'-r c 23 11',2'" C 22 10'-10" C 22 10'-(1" C 21 0'.11" 0 21 V-5" 0 21 1'.11' 0 21 It-T 0 21 T-7'" 0 -.- 22 22 " " " " " " ,. " " '" '" 28 " 28 2B 25 '" 27 24 215 71 24 25 'Z1 24 25 28 24 25 2:S 24 25 28 24 24 28 24 24 25 25 25 .25 " 2S " '" '" '" 28 '" '" 28 '" '" --- 10'.... 8 V.10" B 0'.... B 8'-11' B .... B a'4' 8 r.... B 8'-11' B .... 8 5':10' 8 5'-3" B 4'-8" 8 ....... 8 4'-0" 8 ", 2' 21 22 22 22 22 22 22 22 22 22 22 22 " " 22 22 22 22 22 22 22 22 22 22 22 22 " " " " 24 25 " " " " " " 22 " 22 23' 22. " 22 22 22' 22 22 22 22 22 22 22 24 2G ,....... B 23 2tJ XT 2i 24 25 13'.11' C 23 2l!l 27 2a 24 25 13'.]" C 24 25 27 221 23 25 12'~' C 24 25 26 2S 23 24 '12'-1. C 25 '25 2ll . 21 ~'l'~ ~3ti:-E' 22 $:~I~I~)~~ '" ~*~.... D 21 ~~;) ; ~ ~'~,~ ~ ?,:\ ~ . - TABLE7:11 w, HI' OM' 2/1512004 Page ~ of 3C 7,0 POST SPACINGS FOR P\no AND COMMERCIAL COVERS USING ALUMINUM HEADERS IN HIGH WIND AREAS U.U4Z"X:S"X1S" Heacler UOUDCe U.l1Sf TXb~5- Header lJoUbIe U.U4r:n:tf Heaoef U.U4TlC:f"X8'" HeaOer OOUble U.UJZ""l(l"')ti.6i!:t~ Header UOutMe U.04~ Heaoer AiiaChOO FreestandIng or An8cheO frOestiOOlilg Ii A'ttaCheci t'reestan<1tng or Attacf.ea F"reestanomg or . AUact1E!d freest3ndlnQ or Attacnea Freestandlngo.. str ~~ure Multispan Units Structure Multispan Units stnJclu.. MultispanUnits Structure MuttispanUnits Structure Multispan Units Structu.. Multisoan Units lNE 1Rl. .... POST """ - w.x 'CST lENGTH "'" w.JtPOSTl( <<31H "'" MAX POST lENGlH LIVE TR'. """ POST "'" ""'POST"""," "'" MAX POST lENGlH "'" IAAXPOSTl~. L"'-D W1111H POST 'EaD POST .... FOOTER " ,. I " POST M~ FOOTElI .. I ,. " POST ". FOOTER . 1 ,. 17 ""'" W1111H POST ""aD POST MlN 'OOTEF " 1 ,. I " POST .... :OOTE! . I ,. .1 17 POST MlN I'OOTEF a' 110' 112' (PSF) .(F1) """""" FOIl SP",", POST SIZE ~,:AlNEDFOOTER SPACOlG POST SOZE CONSTIWNeO 00TEl "'''''"'' POST SOZE 00GT1W>lED 00'" ,'SF} (F1) "''''!"'' FOft "'''''"'' POST "'" CONSTRAINED FOOTER SPACING POST mE CONSTIWNeO FOOTE! SP",,", POST mE CONSTRHNal FOOTER ....LAB ..... (F1) TYPE .". .". .". .". .(FTl TYPE .". .". .". .". (F1) TYPE '.". .". .". .". ........ ..... (F1) TYPE .". ;:.;1 .". I .". (F1) TYPE .". ... I ... I ... (F1) TYPE ... .... I ... .... "'" .., ....' .., (w_ ",,' "', ... ,",. '"' ... (., ... "'" '"' '"' '"' '"' ... '"' '"' '"' '"' '"' (In, 10 .., 12'.... A 8"-11- A " ,. 25 27 8'.10" A " " 25 '" 12'.r . '" '" " 2S 110 Mf'H EXPOSURE C T~~ ~ !." . 11'",. A -~~"=- __A " ,. "- ,,-~ .... A " " ,. '" _12'.... . " _~ 211 , " 2S 20 -. 8".11- A 17-6"~ . " ,.- =26_- 27 .... .- " ,. 25 " -13'~ . ,. =71.= " 20 .. ,.... A ..".' A ,. ,. " '" .... A ,. ,. ,. 25 17.1- . 27 27 27 2S .~ r.11- A .',. . 22 ,. '" 27 ..,. . 20 n 25 " 13'-Z" . 23 '" " 2S 7 .... A N" 'A ,. ,. 25 " ..,. A ,. ,. ,. 25 11'.g- . 27 27 27 25 , 1'.1- A V.1. . 22 ,. '" 27 V-1' . 21 23 25 " 12'.11- e ,. " " 20 H V.1- A 8'-2" A 25 25 " " 8'.1<< A 25 25 25 25 11'-6" . 25 " " '" ,., ft.5- A 8'-11. . .23 ,. 25 27 8".10" . " " 25 " 12'-r e ,. '" '" 20 , .'.". A 1'.11- A " 25 25 '" 1'-11~ A 25 25 25 25 11'-:t . " " " " . 5'.11. A 8'-2". . " ,. 2S " ..". . 22 23 ,. 2S 12'-1- e 25 " 27 20 . ,.". A T-r . " " " '" T,' . " " " " 10'-10- . 2S " " " .., "... A ,-r . 23 23' ,. " ..". . 22 23 " 25 11'.r e 25 " 27 '" 10 .... A .,r A " " 25 25 N' . " " " " 10''''. . 2S " 2S 2S 7 5'-1. A T.". . P 23 " 25 1'.5" . " 22 ,. " 11'-2" e 25 25 27 " " .,2" A .... . " " '" '" N. . '" '" '" '" ,..". . 30 30 30 30 7.' .'... A ..". . 23 23 ,. " 8'.11. . 22 22 23 ,. 10'-10" e '" '" 27 " 12 .... A ...". A " " 25 25 8'-1. . '" " '" " ..r . " " " " .. ..... A If-"!" . 23 23 23 ,. ..". . 22 22 23 " ,..". e '" '" '" " 13 '-2" A ...' . " " " " 5'.10" . 27 27 27 27 .... e " " 31 31 . 3'.11- A .... . 23 " 23 " 5'.10" . 22 22 22 23 V.11. 0 " " " 27 .. .'-1a'" A '-2" . " " " " 5'-1" . " " " " ..". e " 31 " " I. 3''''' A ....11. . 23 23 . 23 23 5'03. . 22 22 22 23 ..... 0 27 27 27 27 15 ."" A ."'-6" A " " " " ,.0- . " '" " " ..... C 32 37 32 32 " .3"_Z" A .....s- . 23 23 23 23 '1'-V' . 22 22 22 22 8'-11" "0 27 27 27 27 " 4'-3"' A 4''''- . " " " " '1'.10" . 27 27 27 27 ...". e 32 32 32 32 12 2'.11. A 4'.1. . 23 23 23 " .'.... . 22 22 22 22 .,2" 0 27 27 27 27 17 ".(1" A '1'.y . " " " " ,... . 27 27 27 27 8'-3. C 33 33 '33 33 120Ul': EXPOSUREC , 120 MPH EXPOSURE B 20 . 8'.11. A 8'-8" A 22 25 " " a'.7'" A 22 " 2.5 27 12'-3" . " 27 20 30 1. . IT.". A 9'-10" A " " '" " ,.... A 22 " " " 13'_l1w A " 27 " 30 .., 1'.11. A .'.". . 22 " " " ..... . 22 " 2.5 27 12'.1. . 2.5 27 20 30 .. 1S'-1~ A' ..". A 22 " " " "'" A 23 " " 27 "... A 25 27 '" ,. . r-l. A a''''. . 23 ." " " S''''' . 23 " 2.5 " 11'-10" . " 27 " 30 . 13'-r A ll"-S. A " ,. " 27 10'-Y A 23 " " 27 13'.S- A 2.5 " ",' ,. ,.. .-s- A a'-2" . " 25 " 27 8'-1" . " " 25 " 11'-7" e 27 27 " 30 .. 12''''- A ..S- A 23 ,. 25 27 ,."" A " " 25' " 13".1. . '" '" '" 2S . 5'-11- A "-<T . " " " 27 1'.11" . " " 25 " 11..... e 27 27 " 20 . 1t....- A ..". A " " 25 27 .... A " " 25 " 17... . " " " ,. .~ ...... A ,-r . " ,. " 27 "'. . 25 " 25 " 11'-1. e " " " 20 .., 10'-5- A 8'-llT A " " 25 " .-r A 25 " 25 " 17... . 27 27 27 ,. 7 5"-1. A ,.". . " ". " " ,... . " " 25 " 10'-1lT e " " '" 20 7 ...' A 1'-7'" A " " 25 " ... A " " 25 " 12'.2" . 27 27 27 ,. 7~ ..... A ..". . " " 25 " 0'.11. . " 25 25 " 10'-r e 2S 2S ,. 20 7~ V-'. A' '-s- A " 25 25 " 11'-1. . " " '" " 11'.11. . " " '" '" . .'-5" A .-,. . " " " 25 .... . 25 25 25 25 10''''' e 2S 2S 2S .20' . ..". A 8'-2'" A " 25 " " .!I',U. . " " " " l1'-r . " " " " , 3'.11- A S'-S" . " .,. " " S-.10" .. " 25 25 25 9"-11. . 30 30 30 30 , ,.". A 7.10" . " " ". " ,..0: . '" " " " 11"-1' . ,. ,. 20 ;. I. 3''''' A .'-11" B .:24' " " " 5'-y. . 25 25 " " 9'-5.. 0 30 .30 30 30 ,. .,.. A T.". . " " " " .-,. . 27 " 27 27 10'-8. B 30 30 30 30 11 3'-2" A .'.S" . " " " " ..... . 25 " " 25 8'.11. 0 31 31 31 31 11 .,2" A ..". . " " " " 1'.111' . " " " " 10'-3. . 30 30 30 30 130 MPH EXPOSl.IREC " . ..". A ..,. . " " " " T" . " " " " 9'-10" e 31 31 31 31 20 . 8'.11. A ...". A 22 " 27 " ,.." A 22 " " " 10'-11" . " 27 20 30 13 ,,2" A 5'-5. . " " " " N. . " " " " ..". e 31 31 31 31 .., r-u" A 1'-10" A 23 25 27 " T,r A 23 " " 27 ,.... . " 27 20 30 .. ..'-1a'" A .-,. . " " " '" 1'-1" . 2S 2S ,. 2S .-,. e 32 ." " " , 7"-1" A ,.". . " 25 27 " 1'-5- . 23 ,. " 27 10'.r . " 27 2S 30 130 MPH EXPOSURE B ,.. ...... A .... . 23 " " '27 ",. . " " " " 10'.... . 27 27 29 30 10 . IT"" A go-1" A 22 25 " " .... A 22 " 25' 27 17-5" A " 27 2S 30 . 5"-11- A .-r . " " " " 7"-1" . 25 " " " 10'-2" . " " ,. 30 .., 15'.1- A 8"-11- A " 25 " " "r A 22 " " " 12'-3" A 25 27 '" 30 .~ 5'-5- A ..". . " " " 27 .',. . " " 25 26 17.11~ -C-- -i!..... 221 28 30 , 13'.1" A .'.. A " " " 27 1'.5. A " " 2.5 " 17.". A " 27 " 30 7 5'.1. A ..". . " ,. 2S " .,2" . 25 25 25 " /~)r ?a~ 2S 30 ,., 12'::'1- A ..". .A ,.. 25 " 27 .11'.3., A 23 " 25 " 11'-17' A " 27 " 2S 7.5 '.'-V' A '5'.r . ,. ." " " ..". . . ." 25 " 25 ~ ~ 2l:I 20 '. 11'",. A a..... A " " " 27 &'.1. A " " 25 " 11'-5" . 27 27 " ~ .. .'.5'" A ".... . 25 " " " 5'.10" . " 25 25 Z:~r~.';-" ~"":! 30 , .~.S 10'~5" ~~.:: .8".1~:.: ..<A. ,.'ils '" :211: :,21. f.10" A. " " 25 " .11'.2" . 27, " .." " //7<:)' - ~(,-9~ 7 ..". A r-11. A " " " 27 T'" A 25 25 25 " 10'-11- . " " " 2S fABLE 7.13 Post ReqUirementS TABLE 1.14 Post HeqU1rements tor '--0'0 't- \ 7~ V.l- A T'" A " 25 25 27 T'" A 25 " " " 10'''''. . " " " ,. for Attached structures Freestanding Structures f 0::/ 72580PE "?- \ . ..". A T-r A " " " " ,.. A " " " " ,..". . 2S 2S 2S 2S Post DescnpbOf1 Max I POST Post Descnption Max IPOsr , ,.". A ..". A " " " " 1'.1. A " " " " ...". . 30 30 30 30 Height Height I. .... A .',. A " " " " 8'-1" A " " " " ...". . 30 30 30 30 'i'Wtil'1 032"xl.5"Xl.~. '6' 'A COton..!! U.U62" Extruded 6 C 11 ..2" A ..... A " " " " 5'.10" A " " " " go-3. '. . " " 31 31 C1C1'1fef O,02A"X:rx3" Alum '2' A . O.041"x3"x3'" steel QtM:!r 15 0 " 5'-8- A '-2" A " " " " S.l- A " " " " ~-11. . " 31 31 31 O.024"Post with SIdeDlates '" A O.041"X3"X3'" steel OOYer '6 E 13 5'.2" A .'.". A " " " " '1'.11" A " " " " .'.". . 32 '" 32 " CAaYerO.v_........ ,Juin '2' B O.16S"x3"x:r steel sguare 18 F " ".10" A .....- A " " " " .'... A 27 27 27 27 .... e " " " 32 COlonial 0.062" Extruded 12' -c O. 18S"x4"x4" Steel tiQuare ,. G O.041NX3'"X3" steel Clover '2' 0 GENERAL INSTRUCTIONS FOR THESE TABLES O.041"x3"x3" Steel aover 6' E 1. a-IOOSE FREEST ANDING OR ATTACHED STROCTURE 8. FOR SINGLE SPAN A TTAOiED UNIT USE THE POST SHOWN O.168"x3"'x3'" Steet SQuare 15' F frPOST 2. a-IOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT D.188"'X4iC4- &eel sqUare '6'. G 3. DETERMINE WINO AND SNON LOAD OF STRUCTURE SITE FREESTANDING AND MUlTiSPAN UNITS USE TABLE 7.... 1.900 1.14. 1 a.tJle T.15Posl SUbSliMeS ' . I (pATIO UNITS USE '0 PSF MIN. COMMERCIAL UNITS 9. FINO THE OIC SPAClr<<3 OR" OF FASTENERS FOR ATTACHING . . USE2OPSFMIN) . ..' .... TO WALL FROM.TABLE 1.1~ SQuare] Cln:ular 'f"~!1p.(j"",\ ' , EXP RimoN DArE: 12/31/ J 4.. CHOOsE A PANaFROM TABlES 1.1 TO 1.4 THAT HASADEOUATE 10. USE THE.APPROPRIATE DETAILS O.041"X3"X3" O.1B8"'X3"Olameter :_:~_l .-------- ClEARsPAN FOFfvOUR NEEDS. . FOR PATlO SLABS FOUOW 1~ FROM ABOVE THEN . O.18B"'X3'"X3"'j O.16B'"X4lJiameter ~ ~ 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 7.2, 1.7 OR 7.12 SLAB 7. OETERMINE MAXIMUM stAB SPACING FROM TABLE 7.1. 7.6 OR 7.11 0,1B8'"x4"X4"J O.l88"'X5"Diameter -'d'- _od.----I CALaJLATE FROM TRIBUTARY DIAGRAM ON PAGE sctI2-2003 SlAB 80 USE THE SMAllER OF THE SlAB SPAClNG OR HEADER SPACING O,188"'x5"X:':i-. O.l68"'l<<l"'OIameter NON":CONSTRAINED 6, CHOOSE A HEADER FROM TABLES 7.1. 7.6 OR 7.11 THAT HAS SlAB 9. POST 'A' MAYBE USED FOR ALL ATTACHED UNITS ON SLAB CONSTRAINED 2/15J2004 ADEQUATE POST SPACING. SLAB 10. FOlLOIN' 9 AND 10 FROM ABOVE Page 'Z1 of 34- 7. USE THE APPROPRIATE FOOTER SIZE SHOWN. 8.0 POST SPACINGS FOR P'TIO AND COMMERCIAL COVERS USING STEEL HEADERS IN HIGH WIND AREAS ~ (u"1..~-J 125;; _~bleel(; l (U.U/5~) ~~Ga_~_su=.!(; AttaChed FreestandlnJ;l a AttachecI FreestandlnJ;l or SI:ruc::tl.rre MutUspan Units . Stn.dure Muttispan Units _ """ POST l.fNGlH MA.X w.x POST LEt<<iTH FOOTER 12' I 15' I 18' POST IDI FOOT~ 12' I 15" I 18' SIZE CONSnWHEDf()(J'TB SPACING POST SIZE ~f()(J'TB ;;. ;; .).;:; I ;:; (FT) TYPE ;; ;:; I ;, I ;:; lNE l"^,,. (PSF) TRI. WlIm< (I'T) 1. ~:- 1. . ;,rr.' ~. , '", ,. POST "'" ...", POST F<>R "'N:O<<: SWl (I'T) 2"'-8" 2...... 23'.11. ".... 23'.,. 21'-10- 21."~ 20'-10- "'... ,.... 18'.1~ ,.... ,.... t5""~ 1....10" H'''~ 13'.2". ~ ..... POST lYPE . . c c c c c c . o o o o o o o o o u ,. ,. 30 30 " " 32 32 " 33 33 " " 35 35 35 35 " " 32 " " 30 3D 30 30 " " " 32 33 33 33 33 33 32 " '" 32 " '" 32 :w 3e 32 " '" 32 34 35 32 33 35 31 33 35 32 33 35 32 33 J.4 33 33 " 33 33 33 33 33 33 3.. 34 304 " " " 35 35 35 35 ~ 35 35 35 35 ~...2:.:..._..2.5-.. 33 33 32 32 " " " " " 32 33 33 " " 35 35 35 .. " " " 33 33 32 32 32 32 " 32 32 32 33 33 33 33 33 " " " " " 33 .33 33 33 32. 33 33 " " '35 35 '" 35 '" .. 35 " " " 33 33 33 " " 32 " 33 33 33 33 " 22'''' 21.... 1V-l1. ,..... 11"-10" "... 1"'.11~ 15'~ ,.... ,....2" ..... 12'" 12'.2" 11'-1. ,.... lD'.~ g.11. .,r lV-11. a lV-7" a 1V.~ B 18.-11~ 8 IT-10" 8 . IT-5~ 8 16'.11., C 15'-0" a 15'.0- C 1....2" C 13'-5'" C 12'.Q" C 12'.2" C 11..1~ C 10'-8" C 1D'.~ C. "'-11- C ",.7'" 0 -- " '" " '" 35 35 35 35 " " 33 33 " " .. 35 35 35 "'... "'... ..... 1V". IT-10" IT.5~ 10'.11~ ,.... ..... 1....2" ..... 12... 12'-2" 11'-1~ ,.... 10'.J~ ''''.11~ "r . . . . . . c . c c c c c c c c c o . . . . . . c . c c c c c c c c c o 2S 2B 2B 2B 2B " " " " ,. 211 211 211 211 30 30 30 30 25 '" " 2B " " ,. ,. ,. 30 3D " " " " " " ". 2S 2B " ,. " 25 ,. ,. ,. 30 30 " " 31 31 " " 32.. " 3D 3D ,. ,. ,. ,. ,. ,. ,. ,. 211 ,. ,. 30 30 30 30 32 " " " 31 30 30 30 ,. ,. 211 ,. ,. '" 30 30 30 30 " " " " 30 30 30 ,.. ,. 30 30 " " " " " 32 '32 33 " 33 " 32 " 32 " 32 33 32 33 " 33 " " 31 32 30 " 30 " 31 31 31 31 31 31 31 31 32 " " " 32. 32 --~ 31 33 304 31 33 304 31 33 304 31 32 304 30 32 33 30 32 33 30 31 33 28 31 32 ,. 30 " 30 30 31 30 30 31 31 31 31 31 31 31 31 31 31 ~1 31 31 32 32 .32 32 32 32 ....!:...~~ (U.UOO"'J16Ga:s-JB":::ileelC Attached F~ (.- structure Munispan Units "'" POST .....,.., (I'T) " " 33 33 32 32 32 " " 30 30 ,. 211 ,.. 30 30 30 30 --;u:- "B 23 18'.0- B 2" 16'.J'" a 2.. lS'-S- e 25 ,....Q" '8 25 ,....1. 8 25 13'.7'" a 25 13'-1~ B 26 12'.7" B 26 -11'-11" B 2tI 10'-8'" B 2tI 10'-0" B 21 v.,. B 71 V-O" C 27 11-7" C 24 Ut'~' C ,. T.ll~ C 28 T-7" C 28 IT.5'' IT.~ 16"3" ..... 1....9" '''.~1. 13'.7" 13'.1. 17.7" 11'.go ,.... ,.... V-5- .... "r 8'.:r. T-11~ r~r 1T-10" B lr.7" 8 16".3" 8 15".5" 8 1....9" 8 1....1~ B 13'-7" 8 13'-1. B 12'.1" 8 11.-11"" 8 10'-8" 8 10'.0- 8 .... . .... C ".7" C 8'.3" C T.l1" C 1"-1" C -- .... POST TYPE "'" POST lENGTH FOOTER 12' I IS' I 18' "'" CCIlSTlWNeO FO<mR ;:; ~ I ~ I.;; . . . . . . . . . . . . . c c c c c " 25 2S '" '" " " " " ,. ,. '" ,. ,. ,. ,., 30 30 " 2S 2S '" '" " " " " ,. .,. ,. ,. 211 ,. ,. 30 30 ",. 2B 2B 2S 2S 2S 2S '" '" 2B '" " " " ,. ,. is ,. u u U '" '" " " " u ,. " ,. ,. ,. '211 ,. 30 30 " " " '" 2B " " " " '" ,. ,. ,. ,. ,. ,. 30 30 20 ,. '" ,. " '" " ,. '" '" 2B " '" 27 '" " 2B " 2B 211 211 '" " " " " " " 28 28 '" ,. 20,. ",. '" -- ,. ,. 20 20 " " " " " '" 20 20 ,. ,. ,. ,. 30 30 ,. ,. 20 20 " " " " 27 20 ,. 20 20 ,. ,. ,. 30 30 ..... ..... ...,. 1=1=1;/=1:1 lNE lCW> (PSF) TRI. WlOTH (I'T) 30 30 ,. 211 ,. '" '" '" ,. " '" ,. ,. ,. ,. ,. 30 3D "'" POST SP~ ON SWl (I'T) -~~E"B""- 20 .. 11'.11" A 2U..10" ..5 T.11" A 1V.1" 5 T.1" A 18'-5" 5.S 6'-5" A 1T.o- 8 5'.11" A 16'-5" C.5 5"-5" A 15'.V' 7 S'-1. A 1S'.2" 7.5 ....&" A ''''-8'' 8 ....5'" A ,....3" o 3'-11" A 12'.Q" 10_. 3'-6" A 17.1- 1~ 3'-2" A l1'-4r 12 2'-11~ A 11..0- 13 2'-11" A 10'.7'" - 'iOO"MP,iEXPOim"EC--- 20 .. S'-I'. A 20'.10" ".S T-l1. A 1V-l" S T,l~ A 18'.5. 5.5 1t-5. A 1T.o- C 5"-11" A 18'-5" &.5 5'-5. A. IS'..g' 7 ~-1. A 15".2" 7.5 .....go A 14'-11" '8 ....5. A ,,,'.3- 8 3'71'. A 12'.0- 10 3'-8" A 17.1. 11 ]'.2" A 11'-0" 12 7-11. A l1'q 13 2'-8" A 10'.7'" 110 MF""I EXPOSURE '8"" .. 8..11" A ...5 T.l1. A S T-l. A 5.S 8'-5~ A C S"1'. ,A C.5 5'-5. A 7,"' s-;,". .1., 7.5 ....{l" A II ,,'-5" A o 3'-1,. A 10 3'-4r A 11 3"2" A 12 7-11" A --- PCS7 "'" REQ'O POST FOR ......., SlNl (I'T) '" 20'-10'" UI":I. ur.S" INr .16'.5". ,.... :.l5".T ,...-8'" ,,,'-3"" 12... 17.1" 11'-8" 11'.()" 30 30 ,. ,. ,. ,. 20 ,. ,. ,. '" ,. ,. ,. ,. ,. 30 3D ove.R. ""'" f!!l r . O' l' ",5' 2. S 2.5' NJA . HlA 3..5' NrA ... WA ".5" HlA . HlA . HlA r HlA <0.105'112 Ga J'"X8" steel C Aiiache(j IFree;;~ Of Structure Muftispan Units "'" POST lENGTH . MlH FOOTV 12' I 15' I 18' POST SIZE ::ClNS1lWNED FOOTER TYPE "d'" "d'" I ... I ... (k>) (In) (In) (q C 2.. 30 025,. 025,. o 2S 211 o 2B ,. o '" ,. o '" ,. O. 27 28 o " u o " " E '" 20 E ,. 20 E ,. ,. E ,. ,. -- C 26 31 33 o 26 31 32 o 27 30 32 o 21 30 31 o 71 28 31 o 2tl 28 31 o 28 28 31 o 28 28 30 o 29 .:zg 30 o 29.' 2Sl 2Sl E 20 29 28 E 30 30 30 E 30 30 ..30 E 30 30 30 -- c '" o '" o " o " o :27 o ,. 0::: .._28-.. o za o ,. o .,. E 2B E 30 E 30 " 33 31 32 31 32 3D 32 30 " 30 31 211 " ,. 30 ,. 30 ,. ,. ..28 29 ,. ,. ,. 2B ,. ,. " 31 30 30 .,. 211 ::'2Sl. ,. ,. 211 211 30 30 33 " 32 " ;, '" ,'31_. 30 30 ,.. ,. 30 .30 l' IU.Ul:n 14 Ga S"'4J"'::;tee! (; . Attached -"...~_...a StnJcture M_ Units "'" POST lENGTH 12' I 15' .I.lr CONS7IWNEO FO<mR ....1...'... tft) l"Wl1...!.!.. OW( POST SPACH;- .(I'T) 15'-5" C ,....7" C 13'.10'" C 13'.2" C 12'.7" C 11'.5. C 11'.0- C 10'.7'" C 10'.3. C V-7" 0 V.la 0 r.2" 0 r... 0 r... 0 35 " " 33 33 32 32 " 31 :31 30 30 30 30 15'-10'" C 23 ,....7" C 2.. 13'Q C 24 13'-0'" C 25 12'-5" C 25 U'.7" C 25 .11"10'" C 25 10'.2" C 25 10'-7" C, 2ll 0'.5. .0 26' 0'-0" 0 2ll 8"-7" 0 28 T.3~ 0 27 T-7'" 0 27 WIN FOOTE} POST "'" )YPE ... "" c c c c c .c. c' c c o o o o 22 22 Z1 Z1 ,.. Z1 ,. ,. ,. 25 2S 25 25 '" Z1 " " " " 25 25, 20 " " " 2B " V 10' 11' "$ 5" 55 5' 5.5' 6' 5..5' " &.5' 5.75' 8.25' C.15' HlA N/A T WA NlA HlA N/A MIA N1A HlA ,..... NlA HlA N1A H1A HlA WA NtA N/A N1A MIA TABLE 1I.2lR1BlJTARY ,WlOlHS FOR SINGLE SPM! ATTACHED STRtJCT1JRES PROJECnON Of SINGlE SPM! S11JC1URES (FT) 12' 13' '''' 1S' 16' 1T 18' 6' U T ~ 8" U ~ C.5' T 7.5. r 8.5' v ,S T 1.5' It 4.5" V .O.S' 10' 7.2!I 7.75' 8.25" 8.75" 8.25: US. 10.2!I U 8" 8S V OS 10' 1U NA 11.25'. US. 0..25' US' 10.~ 10.75' HlA HlA V OS 10' 10S'. U' NIA NtA Nf", N'A 10.25' 1(1.75' 11.25' NIA NtA K'A HlA- N'A N/A 11.5' M'A H1A. N1A HJA NtA N'A MfA NTANJAHtAM'ANJA NAN/A ,. .... " 10.S' 10.75' '" ".25' "... 11.7S' 12 HlA HlA " " " " 33 " ....32.. 32 " " 30 3D 30 15',5" ""-r 13'.10" 13'-2" 12'-7" 11'-5" 11..0- 10'.r 10'.J'" '~r "'-1~ .,2' r... lIAX PO$T SPAClNQ ....... .Im 1'CiO'i:F1EXPO..<';lR""'B .. 1r:O--.' A 27'-5. e 21 ...5 15'-1. A 2S'-11~' C 28 5 13'-7" A 2S'.J- C 28 5.5 17....~ A 24.-2" C 28 e 11.....~ A 23'-7" C 2V C.5 '10'.5'" A 21"-10'" C 28 7 ~-a- A 21....~ C 30 7.5 ~_1a A 20'-10" C 30 8 8"-8" A 20'-5. 0 30 lil T-8" A1ll".Q"O 31 10 6'.v' A 1".1~ 0 32 11 6'"T A 16'-8" 0 32 12 5'-8" A ''''.0- 0 32 13' 5'-T A 15""- 0 33 '" ....10" A '"'-10''' 0 33 1S ,,'-6"" A ,,,',,. 0 33 18 ,,'-3- A 13'.2" 0 33 17 "'.0- " 12'-9" 0 33 1iiO"MA-iEXPOSlJR--;~ - -- ... 1"r:O=' " 2....T B 27 ".5 15'-1. A 23'-10" 8 28 :; 13';7" A 23'.5" . C 2lil 5.5 12'....~ " 23'Q C 30 8 1,...... A 27.7" C 30 C.5 10'.~- A 21'.10'" C 31 7 ~.8'" " 21..... C 31 7.5 ~.1~ A 2l:J'.l0" C 32 8 8'-8" A_ 20'-5" 0 32 lil r-8" A lr-o- 0 33 10 "'-0- A 18'"_1" 0 3J 11 8'.2" A 16'-8" 0 33 12 s-a- A 16'.0- 0 304 13 S-2" .1,' 15..... 0 304 1.. 4'-10'" .A 1....10" 0 35 15 .....e" A 14'-1-. 0 35 1C ....3- A 13'-2" 0 35 17 4'.:0: A .174'.. D." 35. 110f..a:ltiEXPO..<;ll1{ iii .. 11"-0'" A ".5 15"-1~ A 5 13.-7" A 5.5 17"" A C 11.... A 8.5 10'-5" A 7 "'-S. A 7.5 V-l. A . a-..e" A lil 1".(1" A 10 It-V A 11 tr-2" A 12 5'-8" A 13_ 5'.2" A 1~ 4'-10" A 15 4'-8" A .1C .....~ A 17 ...-0'" A 110 MPH EXPOSUlL c- I ":J 4: I ::; I ~ I :::; I : I :: I ~ I :: I ~ Il';;;" : I ~ I ~ I ~ I :: II 25 25 25 " 2< 23 2< ,. ,. 25 25 25 2S 2B " 20. '" :Ii '" " 2B " 25 2B 25 '" 25 2B " 25 " 25 25 25 25 " 25 25 25 25 2B 2B 2B '" 20 25 25 25 25 25 '" '" 20 " 27 " 20 " " " 2B 2B " " '" '" 2B 2B " " " '" " 25 25 25 25 25 2B 20 " " " 20 27 " " "" 2B ",. 25 2B 2B 2B " " 20 13'Q B 22 28 28 31 28 12'-2" B' 22 27 211 30 28 11'-5" 8 23 27 28 30 28 10'-3. B 23 2CI 2CI 28 28'. V-II"" '.8 ~ 28 27 28 ~'. '~~~~Ar~: i: ~ % ij~ ~ ,~.~...: ~;;:~ ~..;~ J~ : 26. ,- ,...... 7 .c!,~ C2iJi)m '-,2,5\ 20. ""'27- ,..~ C 25 25 25 \ ._28. ---""'TAi.E8.1 ,. ,. ,. '" ,. " " 2B " " 2B 2B " 27 (u.liih 16 Ga;nar ~ee! C Attacte:I .F................_M..or structure MulUspan Units "'" I'OS7 lENGTH 17 I 15' I ,'- ::cNS1lWlED FDOml ...,....,.... ~ (In) (In" "'" POST SPN:O<<: .(I'T) ..... POST TYPE '0016 "'" ... ... / ,. 30 ,. 211 " ,. u ,. ,. 2a '" 27 '" 27 25 U 25 2B 25 2B 2< 25 " 2S ,. 2S Z1 2< " ,. 30 '" " 211 28 27 28 25 27 ,. 25 '" ,. 2S '" U 24 26 27 .24 25 27 24 2S 28 .2" 2S 28.. .2.. 2" 25 25 " 25 25 " 25 25~~ 217 ,. "... 11' 11.25' 11.5". 11.75" 12 '2.25" 125' NIA N'A ". 10.S' 11' 11.5" 11.7S' 12 ",.. "... NA ..... 17-2" 11.-5" 10'.3" ..... .... 1'-11. .... .-2' r~r T-1~ .... 8'.3. .... 8 21 71 8 21 28 8 21 28 a 21 25 .2225 8 2? 25 C 22 2.. C 22 2.. C 22 2.. .C 23 23 C Z1 Z1 C 23 Z1 C 2.. 2... C. 23 23 ,'- , . \?: OREGON '" C ( y 1 5, '2. \)\) r;~ ./1 M:P'\J~~' ) " N'A 13'.0- 12'-2" 11'-5. 10'-3" ..... .... 8"-W .... 8:-2" T-7'". T-l. .... .~,. .... . 22 . 22 . 23 . Z1 . Z1 . Z1 C Z1 C 2< C " C " C 2< C 25 C. 25 C 25 "'.5'- ..... .-:.. - ""211512004 . .~:'._~~! ~ of 34 . 8.0 POST SPACINGS FOR P\TIO AND COMMERCIAl COVERS USING STEEL HEADERS IN HIGH WIND AREAS (0.1U::n 12 G- :s-J1S' steel (; Atiacnei Fniesi8M~ or structure Multispan Units (0,015-) 14 u.... ~ ~1eel C Aitacf,eCi I-reestandlng or Structure Multispan Units MAX"OSTl.EN01H MIN fOOTEIl 12' 15' 18'. POST SIZE 00NS1:ANED ' OOTER TYPE yo. yo *d" y- (In) (In). ~) (In) 29 31 33 35 2SI 31 33 304 30 31-~ - 33 34 30 31 33 304 31 31 32 34 31 31 32 33 32 32 32 33 32 32 32 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 33 34 304 34 34 34 34 3<1 34 34 34 34 304 (U.10:Q 12 Oa 3"1ar Steell; Attached Freesta~m; or structure Multispan Units MAX POST LENGTH 12' )15' 118' """""^'""' FOOTER ;:;I~I: (U.utU) 1ti G:- ::nar ~I c Attachid FreestandIng or Structure Multispan Units MAXPOSTLENGn< 17 I 15' 11' ::oNS1lWNED OOTER ... ... ... ~) (Ill) (In) 77 " 30 2a 29 3ll 28-- 28 30 " " '" " " " " " " '" 30 '" '" '" '" 30' 30 30 30 '" 30 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 (U.Uf:;n 14 Ga ;na:r ~eell; Aitichec:l Freestanding Or structure Multispan Units MAX POST l.EN01H 12' (15' 118' """""""" FOOTER ';:;,1 ~ I ~ (U.ot:iU'J lts Ga ::rxtf" steel C Attacn"ed Free5tandini or structure Muttispan Units MAX POST LB<G1M MlN "OOrn 12' I 15' I 18:'. ;: !. 7i!FOOTERL;:; !~w B.1 8 23 ,29 ~ -,,310 32 8222930~2 B 23 28 30 31 823282Sl30 B23212930 823212830 C232128211 C242e2828 C24282829 C24:zeZ128 C2425Z128 C 25 25 28 27 C 2:5 25 28 27 LN< LCWl (PSI') TR'O WlOTli (FT) IIAX POST SPACOOQ "'SLAB lFTI' POST R'aD FOR SLAIl MAX POST "''''''"' (FT) MAX 'OST UNG1H MlN FOOTER 12' 15' 18' POST SIZE 00NSl lAlNED OOTER TYPE y- yo -yo *d" (In)' (WI) (In). (In) 8 30 33 35 )8 C 31 33 35 )8 C 32'~ 32" -304 '38 C 32 32 304 38 C 33 33 304 38 C 33 33 34 35 o 304 34 34 35 o 35 35 35 35 o :se 3Il )8 )8 o :se 3Il 38 30 o 37 .31 37' 31 o 37 37 31 31 o 38 38 38 38 o 37 37 37 31 o 38 .2!-2!.......2!... """ FOST sr>ClNO (FT) MAX POST SPACING '"' LOAD WIDTH POST l REaD POST C:l : SP:~ : SP~ . ON SlAB . SlA8 (FT) " (fT) '. 110 MPH EXPOSURE C 4 8'-11" A 4.5 T.l1" A 5 T.l- A 5.5 lr-S- A 6 5'.11- A 6.5 5',S" " 7 5'~1" " 1.5 4'-9" A e 4'.S- " 8 3'.11" " 10 3'-6" A 11 3'_7" " 12 2'.11" " ; 20 MPH EXPOSURE C . 4 S'.11- A 4.5 1'.11- " 5, T-l- A S.5 8'-5-. " e 5'-11- ." 6.5 5'-S' " 1 5'-1' " 1.5 4'-1r' " e 4'-5' A g 3'-11' A 10 3',q" A 11 3"-2" " 130 MPH EXPOSURE C 4 8'-11" A 4.5 T-I1" A 5 T-l- A 5_5 lr.S- A 6 5'-11' " 6.5 5'-5"' " 1 5'-1- A 7.5 4'4' A 1 4'-5- A MAX POST """'"" (Fl) MAX POST srAClNC (Fl) MlN POST TYPE """" .." ... "" 77 " " " " " '" 30 30 '" 31 31 31 " " MIN POST TYPE MIN "OOTEl POST .." TYPE ... "" "ClOTa .,,, ... "" " 5.5 12'-4' " 2UJ#' 8 11''''' A 20'-5" _8.5 'lO'-~ ." 20'-0" 7 V-S' A 19'-8" 1.5 V-1" A 18'.3" 8 1'4' A 11',11" o T4!J' " 18'-3" 10 lr-V A IT-S" 11 lr.7" " 18"-r 12 5'-S" " 18"-1)" 13 5'-2" A 15''''". 14 4'-10" A 14'-10" 15 4'-6" " 14'-4- 16 4'.3" " 13'-2" 11 4'-0'" A 17-9" - ~EXPOSUREe---- 10 4 11"-0'" " 22'-8" 4.5 15'-1" A 22''''" S 13'.r " 21".11' 5.5 12''''" " 21'-r 6 11''''- " 21'-2" 6.5 10'-S" " 2O'J#' 7 V-8" " 2O'-C" 1.5 V.l" A lV-11" e 8'-6" " lv.r o T.f1" " 18'-9" ,10 8":v' " 18',1" 11 lr.2" " 16"-8'" 12 5'-S" " 18'-0" 13 5'-7" " 15'-C" 14 4'.10" " 14'.10" 130MP"1 EXPOSURE B 4 11'.(1" A 4.S 15"1' " 5 13'-r A 5,5 12''''" A 6' 11'",- " 0.5 10'.~, " . 1-" v-r A 1.5 V-l". " 8 8'4!J' " o 1'-6" ,., 10 lr-G" A 11 8"-7' ,., 12 5'-6" ,., 13 5'.2" ,., 14 4'.10" ',., 11".1- 8 18'-8" 8 -16'-5-- -8 16',2" B 15'-6" 8 15'-(1" C 14',7" C 13'-5" C 12'-8" C 17-2" C 11'.1" C 10'-8'" C 10'-3" C w:w C 8'-7" 0 ,S.". 14'-V 1":"- 13'-r 13'.1" 12'-r l1'J#' ,..... ,..". V_SO ..". 8',7" t-3" T.l1" T-" o o o o o o o o o o c c c c c 20 _~-10"_ lV-I" 18'-5- 'T"" 16'-5" 15'-11' 15'-2" 14'--S" 14'-3" "... 12'-1" 11'-cr' 11'-1)" " " 35 35 ,. ,. ,. " " " " 32 32 15':-5' ,..,7" 13'.10" 13'-7 12'-r 11'-5" 11'-0" 100-r 10'.3". .',. It-t- 8'-2" T.vi I 15'-5'", 14'-7"; 13"-10" 13'-2" 12'-7" 11'-5" 11'-0" 10'-7" '.-3" .-,. 1t-1" .8'-2" c " '" C 24 7l C 24 2:T C " " c " " c " " C " " c " " c " " o " '" o " " o " " o 77 77 c o o o . . . o . . e , , 27 '" '" '" " " '" 30 30 '" 31 " " ~~ 35 32 ,. 32 ,. 31 " 31 " 31 32 30 32 30 32 30 . ,~ 32 30 31 31 ,31. 32 32 32 32 ~28 3D " '" '" '" '" " " " 77 " 77 " 77 " ,. " " 27 " 77 " " 77 27 13"-0". 17-7 11'-5"' 10'-3" .... .... 8'-11" ..... ..,. T,,. T-l" 6'-S- <-3' 20 18'-11- llr-l- 18'-~ >7.". 18'-5" 15'.0" 15'.2" 14'-S" 14'-3" 12"-9" 12'-1' 11'-(1" c o o o . . . . . . , , " " 30 30 31 31 32 " " " " ". " ,. " 35 " 35 " " 32 " 32 " 32 ,. " " 32 " 32 32 " " " " " 31 31 " " 35 35 35 ,. ,. '. 33. " c " " C 27 " C 27 2fI C " '" C " " C " " C " '" C " " C " " o " " o '30 . 30 o '" 30 '" 32 30. 31 '" 31 " 31 " 30 " '" " " " " 29 " " " 30 '" '" '" 13'.q' 12'-2" 11'-5- 10'.3" .... .... e'-11" .'.... 8'.2" .T-r '1"-1" ..... o " o " o ." o " o " o " C " C 77 C 27 C 77 C " C " 30. 32 34 30 32 33 30 31 33 ~ 30 32 21 30 31 28 30 31 28 29 31 27 29 30 77 " '" 27 28 30 21 211' 29 " " " o " o " o 30 C .31 C 31 C. " C 33 C 33 C ',. o " o ." o 35 o ,. o ,. o 31 33 35 37 33 35 37 33 :35 37 33 " ,. 33 " ,. 33 ,. ,. 33 ,. ,. 33 ,. ,. ,. " ,. 34. 304 35 35 35' 35 " " " " ,. ,. ,. ,. ,. 37 37 37 2O'-C- B "'... . lW-a- 6 lW-4" B 11'-10" 8 11'.5" B 18'-11- C 15'-6" 8 15'-0" '. C 1"-2" C 13'-5'" C 17.1J"' C 12'-2" C 11'-1" C 10'-8" C 27 32 34 " " " 28 32 304 30 " ,. 30 31 33 30 31 33 31 31 33 '" '" " 31 31 32 31 31 31 32 32 32 32 32 32 33 33 33 33 33 33 33 33 33 " ,. .. 35 35 " " " 33 33 32 " 33 33 33 16"-C- 18"-1" 15'.10" 15'-5" 14'-17 14'-1- 13'-7" 13.-1" 12".7" 11'-!" 10'-a-. ,.... V-S" ..". e'-7" A 25 o " o 27 o 27 o " o " o " o " o " o 30 O' " o 30 o '" C 31 C 31 28 29 31 2a 29 31 24 251 31 27 20 30 " 29 '" " '" '" '" '" " " " " 29 " " '" '" 30 " " " 30" 30 30 '" '" '" 31 31 31 31 31 31 2D '"..- 18'-7" 1T-10" >7.". ""- 15'-9" 15'-7" 14'-8" 1<-3" C C o o o o o . o " 30 31 " " 33 " ,. ,. . 35 37 " ,. ,. ,. " ;. ,. ,. 33 " 33 35 34 .: 35 ,. ,. " " " " 31 31 " " " 15'-7" 14'.r 13'-10" 13'-2" 12'~r 11'-5"' 11'.q' '10'.7" 10"-3" o " 30 C " " C " " C " 29 C '" '" C '" 30 C 30. 30 C '" 30 C 30 30 31 33 31 33 31 32 '" 32 30 31 30 31 30 '" 30 30 30 '" 13'-0" 12'-2" 11'.5'" 10'-3" .... .... 8'.1,- ..... e'.7" o " o 27 o 77 o 77 o 27 o " C " C ;. ..C .21 32 " 35 31 33 35 31 32 J.4 30 32 33 30 31 33 2lil 31 32 29 31 32 29 30 32 28. 30 31 ,. 20'-11" "',,. 2l7-3" llr.ll" 10'-6" ~0'-2" 18'-0" 18'-5" 18'-1- >7..- ,.... 18"-3" 15'.V 15'-3" 14'-10" o " o 30 o 31 o 31 -B 32 C :n. C 33 C ,. C ,. C .35 . 0 30 0, 37 o " o " o '" " " " 34 3ll 31 ,. " 31 304 38 37 33 35 31 33. ,.~ ~7 33 35 37 " 35 " " 35 " 35 35 " ,. " ,. 37 37 31 " " " " " " '" '" '" 11'.7" 8 18'.11" 8 1",-a- 8 ~8'-4" B 1l!1'-O" 8 lS'.Q" .B,': 15'-5" 8 15'.2" 8 1"-10" C ,..'-7 C 13'-$" C 12'J#' C 12'-2" C 11',1" C 1a-a- C 77 32 " " 32 " 29 32 304 2SI .32 34 30 32 34 31'- '32 34 31 32 33 32 32 33 32 32 33 33 33 33 ,. ,. " " " ,. 35 35 35 35 35 35 35 35 35 ,. ,. ,. 35 35 35 35 35 " ,. ,. " " 35 35 15'-1" 14'-10" 14'-7" 14'-4" 14'-1" .13'-10'; 13'-6" 13'-1" 12'.7" 11'.0" ,..... ,..". .... ..". e'.7" A " A 77 o 77 o '" o " B '28. o '" o '" o 31 o 31 o 31 o 31 . 32 C 32 C 33 28 30 31 28 30 31 28 30 31 2a .30 '.31. 28 2lil 31 20 2lL 31. 30 30 31 '" '" '" 31 31 31 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 33 33 33 ."; ';~ TABLE 6.3 Post RequirementS .' for Attached Structures ~ Descliption fABLE 8.4 Post Hequrrements tor Freestandinc Structures Post Desc:optlon Max I~T Height .- 15' 1'- '" MaxlPc5S'i Heloht .- 1T 1cr 1T 1T 1T .- 1S ,'- Ilv.m O.03Tx1.5"X1.5- ICla\IerO.024"x:rx3" Alum 10.024"Postwtth Slcle~ . 'ICIover O.04O"<<x3" Alum Colonial 0.062" Extruded D.041"x3"X3~ Steel Clover O,041"x3"x3" Steel CIC:MU D.186"'X3"X3" Steel sg,uare . 10. 18l:rX4"'X4" Steel SQuare A A A B C o E F "'G O,041"'X3"'X3'" steel aover ~.186"X3"X3" steet ~uare 9,166"x4"x4- steel Sg,uare 0.168iO'")(5- ~1eel SQuare .E F G H GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR A TTACHEO STRUCTURE '2. CHXlSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. OETERMINE WINO AND SNON LOAO OF STRUClURE SITE (pATIO UNITS USE 10 PSF MIN, COMMERcw. UNITS . USE 20PSF M'N). '. '4. CHOOSE A PANEl FROM TABLES 1.1 TO 1.4 THAT HASADEOUATE ClEARSPAN FOR YOUR NEEDS. ' 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 8.2 OR 8.1 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SC02--2003 .6. CHOOSE A HEADER FROM TABLES 8.1 OR 8.6 THAT HAS AOEOUA TE POST SPACING, 7. USE THE APPROPRIATE FOOTER SIZE SHOWN, 8. FoR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MUlTISPAN UNITS USE TABLE 8.4 OR 8.9 9, FINDTI-lEOIC SPACING OR" OF FASTENERS FOR ATTAa-lING TOWIill..FROMT~E10.5 ' . 10. USE THE APPROPRIATE DETAILS. FOR PAnOSLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7, DEl'ERMINE MAXIMUM SlAB SPACING FROM TABLE 8.1 OR 8.6 SLAB 8. USE THE SMAllER OF THE SLAB SPAClNG OR HEADER SPACING SLAB 9. POST 'A' MAY BE USED FOR AU. ATTAa-tEQ UNJTS ON SlAB SLAB 10, FOlLOW 9 AND 10 FROM ABOVE ~P j 1 : r Ll~_ ~ CDNSTRA~tIDIRATION DATE: 12/i?1f;'~: frPDST 1.:1 li 1'.'. , . '_.~- I J 'able 8.~ Post SUbStItutes . Square~ arcolar O,04n':3ic3'" O.l88"'X3"'Dcameter Q.18B"X3"X3'" O,168"X4"'Diameter O.166"'X4"X4"j 0.188"x5"OIameter 0.1BB"X5"x~n O.188"x6"Diameter . f'OOT1t:lCi, -'d'_ NON-CONSTRAINE D 8.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS USING STEEL HEADERS IN HIGH' WIND AREAS . f U.04~SteelCll:HeneaJ. 12ga;:s.5""xll1'Stees(;~. I ~ 1F~0r ~ F~Or SlnJctwe IMuttisoan Units Structure Muttispan Units loW( POST l&Gl'H w.x w.x POST lENGTH FOOTER It I la I 12' POST W\I FOOTER 12' I 1$' I 18' SIZE CONSTlWNEO FOOlER SPACING POST SIZE CC>>lS'TRAlNED FOOTeR "" -'"If' I v I "d" <':' TYPE. -.r' V.I v I v ~~-~ lM!' _ ''''''' WIDTH (PSF)' (>"lJ POST RE"" ""' """ "'" POST SP",,", (>"lJ.' .... POST TYPE -" ". 10 .~..... ~, ~:"; ~~. :;'<i '" '" '" ., ., 21 22 22 22 22 23 23 ,. 23 ,. ,. ,. " '" ., 21 22 22 23 23 23 23 ,. ,. " " " " " " :zo. '" '" ., ., 22 22 23 23 23 ,. ,. " " " " " :zo :zo ., ., ., ., 21 ., 22 22 22 22 23 23 ,. 23 ,. ,. ,. " 22 22 22 ., 21 21 22 22 22 22 23 23 ,. 23 ,. ,. =1 ., ., ., 22 22 23 23 23 23 ,. ,. " " " " " " " ..,. 22 22 22 22 23 23 23 23 " " " " " " " " " 21 ., ., ., 22 22 23 23 23 ,. ,. " " " ". " " " ~-C~35 32'-8" C 2Sl 35 31'-e" C 30 35 2!t.,. C 30 34 U1'"," 0 31 34 77'-7" 0 31 34 25''''- 0 31 33 25"-'" 0 32 33 2....7" 0 32 33 22'-0" 0 33. 33 20'-8" 0 33 33 19'.11" 0 34 34 lV.'" E 34 34 18'-4" E 35 35 lr-8'" E 35 35 16'-2'" E 35 35 15'-8- E 35 35 15'-2" E 36 . 3e 22 22 22 22 22 22 23 23 23 ,. " " " " " " " " 311-10" ...... 21;.11" 29'.1" 28'-4' 27'.7" 25'-a- 25'.," 24'.7" 22'''' .20'-8" lV.l'" 19"-'" 18'-4" 11'-8' '8'-T 15'-8- 15:-2:. 31'..fI" 31"-C)'" ...... 2\1'.," 2NO 27'-7' ".... 25"-1" 24'.]" 22'''' "'... 1V.11" 1V-," 'N' ",T.a" 1<<,..2'" I~'" 15'_2" " 37 37 " " 35 35 35 " " 33 " .. 35 35 35 .35 '" c c c c " o o o o o o o E E E E E .JL 20 30 " '2 33 33 33 " .. .. 35 35 '" 36 " . 37 " _:~--- 38 38. 40 '" '" .. '" " ,. 3S 37 38 35 31 3e 35 37 39 34' 36 38 " '" " .. '" " 35 3S 37 35 35 '" 35 35 '" '" '" '" '" '" '" 37 37 37 37 37 .31. 37 37 37 ..2!......:2!...~ c c c c o o o o o o o o E E E. .E .E E 20 " " 32 " 33 33 .. .. 35 .. .. 36 '" " " " ", 38 38 40 .30 38 40 '" " .. 35 37 .38 35 37 3Sl 35 31 3SI " '" " " '" " 3:4 38 311 35 35 37 35 35 '" 35 " '" '" '" '" '" '" '" 37. 37 37 31 37 37, .37 37 31 37 37 37 ----- LM ''''''' (PSF) -. ""'1>1 (>"lJ ,. ,. " '" " " " '" " .. " .. .. 35 ... 35 35 36 CMII- """ '!') . l' 2' 2.5' . ,.. .. .... . . T . .. ... ~ ". "'^ "" "" ". ". "" ". . ... ". .... 5.75' "A K'A "" HiA N' K'A NA POST lW< REO'O POST FOR SP,t,CIN(; . Sl.AB (>"lJ 1. .' ... . 0.25' 'NA K'A NA NA NA NA N' U,U41-x:iiJ=' ~ UOVenear Attached '" '_____... or Structure Muflispan Units lW< POST lENGTH ...... FOOTEr 8' 110' 112' POST SIZE 00N:S'TRAI'4ED FOOTER ~ ..,. "".1"".1 Y.. --':'..!::L.~ 1'.10" T'T eo.l1- ."" .... 5'-10" ....' .... ...,. oC'.11" ..... .'... .'.,. . A A o B ~ B' B . B B B B " " " '" '" '" ",. '" " " ." '" .",. '" ",. '" '" 21 21 22 22 '" '" '" '" io '" "'20.- '" '" 21 21 22 22 21 21 21 21 '" '" --2(1., '" '" 21 21 22 .22 '" 21 21 22 22 ".... 22'.11". 22',,. "'... 1V-To 10'-10" ~.10"2" "... leo.l" 1.5'.2" 1oC''''" .13'~ 13'-1" lW< POST SPACINO (FT) ".... 22'.1,. 22'.,. "'... 117.1' 18'.10" 18'-2" "... 'It-l- 15'-2" 1oC''''" 13'-r 13'.1- .11'-11" 25.... 22'" 22'-<' "'... ,.... Ur-l1. 18'-2" "... 16'-7" 15'-10" 14'.7" 13'-8'" 13'.1- 11'-2" 1iaaJ.:)'"X1(rSleelC~ Attaci"wxJ F~Or Slruc:tu<eMullisoanUnils . MAX. POST LB<<mt ~ FOOTEll 12' 115' I 1e' POST SIZE DOHSlRAIED fOOTER TYPE ;; ~ I ~ I ;::. o o o o E E E E E E E E E E " " " 32 " 32 " " " 31 " 30 " 30 " '" " " " " " " 30 30 30 30 30 30 ... ,gOT SF^"",,, ON...... lFn -~~~~- 10 oC 11'.0" A 10'.0" A 10 45 15'-1- A 17-10" A 2D 5 1)'.1' A 17"'- A 20 55 12''''" A V-5" A 21 o 11'...." A V,q A 21 0.5 10'-5" A S'4' A 21 7 V-r, A If,(/" A 22 7.5 V-I. A 1'-11" A 22 o I'-c" 1.1'4' A 22 D ror A 1'-1- A 22 10 It-V" A 6'-10" 8 2J l1lt.7A8'-7"823 12 5'-a" A 6'.3" 8 20C 135'-2"A5'4'823 loC oC'-lO" A 5'-e" 8' 24 15 oC'-e" A 5'..... 8 20C 10 4'-3" A 5'.2" 8 24 17oC'qAS'-VB25 ~EXPOSUA~--- oC '-U::O=- A V-a" A 20 45 15'-1" A V-1' A 21 5 1)'-1' A 0'-5" A 21 5.5 12'...." A 0'-3" A 22 o 11''''''' A 0'.0" A 22 (1.5 10'-$. A 8'.9" A 23 7 v-a- A 8'-6". A 23' 7..5 V-1- A 1'.11" A 23 o 1'-6" A 1'4' A 23 o r-tr A 1'-1" A 20C 10 lt4' A 8'.10" B 24 11 It-2'' A 8'-7" 8 2S 12 $'.e" A 6'-3- B 25 13 5'.7" A $'-ll'" 8 25 loC oC'.lO" A 5'-6" 8 25 1$ 4'-6" .A.. 5'''''. 8 ~ 10 4'-3" '1. 5'.2" 8 2l:I 17 ":.c.o", .A.' S",q 8 28' - ~EXPOSURE~ - -- 10 4 11'-0- A V-O- A 10 <4.5 15'.1" A 1'-11" A 20 5 13'.7"' A S'-ll'" A 21 5.5' 12'....- A. 1'-7" A 21 8 11..... A 8'-5" A 22 (1.5 10'-5" A 8'.3" A 22 7 1708- A 8'-1- A 2J 7.5 0'-1" A 1'-11- A 23 8 1'-8'" A T-ll'" A 23 D T.fI" A 1'-1- A 20C 10 6'4' A 8'-10" 8 2<4 11 6'-2" A 6'-T 8 25 12 s'-r A 8"-3'" 8 25 13 5'.2"' A 5'-17' 8 25 14 4'.10" A' S-e" II: 25 15 - 4'-8'" AS......8 2.5 18 4'-3" A 5'-2" B 2l:I 17oC'-o" 1..5'-0"828 110 MPH EXPOSUl;E C /10 1,: / ::; I ~ I ~; I ~ I : I : I : I ~ II :~.I ~ I ~ I : I : I : I "'" POST SPAaNG ON SlAB (FT) - looiA;roouEB'"" - 20 oC 8'-11" A 1'-10" A 11 10 20 20 oC..5 1'-11- A T-T A 18 18 10 20 5 1'.1" A 8'-11- A 18 18 10 20 5.$8'-5"' A 8'.a" 8 19101920 8 5'-11- A 8'-$. 8 19 10 10 10 8.5 5'-5"' A 5'-10" 8 19 10 Itl 10 7 5'.1" A 5'-8" '8 10 lli1 19 19 7..5 oC'4" A 5'-5" B 19 10 10 10 I 4'-5" A 5'-3" 8 lli1 10 19 11i1 o 3'-11- A oC'-11" B 20 20 20 20 10 3'-0- A 4'-0" B 20 20 20 20 11 3'-T A .oC'-$" . 8 20 20 20 20 12 2'-11" A 4'-3" 8 21 21 21 21 13 2'~ A 3'-10" e 21 21 '21 21 -~~:ec------" 20 4 8'-11- A 1'-10" A 19 19 20 21 4.$ T.11~ A 7'-7" A 19 10 20 21 5 7'-1" A 6'-11~ A lli1 10 20 21 5.$ 8'-$" A 8'-r 8 20 20 20 21 8 5"-11" A eo.s- B 20 20 20 20 6.5 5'-5" A 5'-10" e 20 20 20 20 7 5"-1" A 5''''- B 20 20 20 20 7.5 4.... A 5'.5"" e 20 20 20 20 I 4'-5" A 5'-3" 8 21 . 21 21 21 iii 3'.11" A oC"-ll. 8 21 21 21. 21 10 '3"-(1" A 4'08" B 21 21 21 21 11 3'-T A 4'-5" B 22 22 22 22 12 2'-11" A 4'-3'" 6 22 22 22 22 13 2'-8" A 3'-10" 8 22 22 22 22 -~~.iB 20 4 8'-11" A 4.$ 1'.11- A $ 1'.1" A 5.5 8'-5" A 8 5'-11". A 0.$ 5'-5" A ..7 5"1". A 7..5 oC'4" A I 4'-5" A o 3'-11- A 10 3'-8" A 11 3'.7' A 12 2'-0" A --- o o o o E E E E E E E E E E " " " " " " " 32 20 " " 32 '" " 30 " 3D " 30, '31) 31 31 31 31 32 " " 32 o o o o E' E ..e. E E E E E E " " " " 20 ". '30' 30 30 30 " " '32 II' ... . .... B.'" T NA N' NA NA N. "" TABlE 8.7 TRIBUTARY WIDTHS fOR SlNOLE SPAN ATTACHED~ PROJECTlCII/ OF SINGlE SPAN Sl1JC11JRES (FT) 12' g 1~ 15" 16' 11' 8' ~ l' ~ 8' 1.5' U 7' ~ 8' u .i r u .8' U V 05 1$ 1:15' 1.25' 1,75' 0.25' 0.75" ~ 8' U V U 1U NIA 8.25" 8.75' 0.25' 0,7$' 10.25" N"A NIA V DE 1U 10.5' NlA NtA HiA NtA 10.25' 10.75" HlA NlA .to. NtA M'A MIA NIl. NIA- NlA NlA' WA WA NfA HlA NlA Nfl. Nfl. NtA IV 0.5" 1. .10-5' 10.75" ". 11.25' "'" 11.15' \2 NA "" .. . ,.. 1. lD2S 10'" 1D,75' II' 112S "'" NA "" .. '" " " ". " 33 " " " " " " 33 32 33 " " " " .30 32 '" " 30 " 30 '" '" " 35 " 35' 31 " " " 35 " 35 33 35 " 35 32 " 32 33: " 33 " 32 32 32 32 32 " 33 33 32 " ". -.31 " " 3D " " " '" " .. " 35 " " '" '34 35'. 34 .,)5. 33 )5..- " " 32 " 32 33 31. ~ " 32 .32 32 -m :en '" I. 10.5- II' 112S "'" 11.1S' \2, '2.25' '2.5' NA NA 21' 22' 10.5'.' 11' 11' 115 '.1S 12' 11.75' 1225' 1l' 12-5' '12.25' 1275' 12-5' 13' 127$"13.25"' 13' ';13S 13.5" \4' NA' HlA t:qUlVaIenlFlOterS Constrained NonConstraIne Footings Footings -(f" (ill) -d" CUl) 18 18 19 20 20 22 21 23 22 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 30 38 31 3B 32 40 33 41 34 43 35 44 36 46. 37 47 '38 48 Table 8.11 THIS TABLE MAY BE USED WITH ALL STRUCTURES / 23' "'" \2 ,,. 1275' .. 132S 13'" 13.15' ... ..... N. 2<' \2 12.5' .. 13.25' 13.5' 13.75' ... "2S 1.(.s" .. NA ". 12.5' .. 13'" 13.75" '1oC' 14,25" 14.5' 14.75' .. 15.5' " IEXPIRATION DATE: 12/31/ ---I 211512004 Page 30 of 34 8,0 POST SPACINGS FOR P'\no AND...... . ...;,'.CIAL COVERS USING STEEL HEADERS IN HIGH WIND AREAS lIVE LO.<D (!'SF) TRI. WIDTH (Fl) OW< PO", .'ACING ""SlAB (FT' 10 10 10 O'OST lW< REO'O POST FOR SPAClN( SlAB {FTJ O.041'"'tS'1S bleel Uovenea1 AttaChe<J structure FreestaOd~Or Muttispan Units MAX POST lENGTH '-3" .... .... .'... T-11" H' T-1" 8'-10- "r .',. ,.... .... ..." S'.T "... MlN FOOTER 8' 10' 12' POST SlZC CONST::AI'ED OOTER TYPE "If' V "1l'" "If' (In) (In) (In) (tn). A 23 23 23 23 A 24 24 24 24 - ,. ~ - 24 24 - 24- 24 A 25 25 25 2S A 25 25 25 2S A 25 25 2S 25 A 25 25 25 25 a 211 20 26 28 B 2fI 2tI 28 2tI 8 27 IT 17 27 B 2tI 2fI 26 2tI B 17 17 17 17 B 27 'l7 17 27 B 27 27 77 27 B 28 '28 28 28 --""'1'""-- ,. 20 '20 22 23 A 21 21 21 22 " 21 21 21 22 ,. 22 22 22 22 A 22 22 22 22 " 23 23 23 23 A 23 23 23 23 " 24 24 24 24 A 24 24 24' 24 A 25 25 25 25 " 25' 25 25 25 a 26 20 26 28 B 26 26 2S 26 B 26 26 20 26 B 27 27 77 27 t\'-3" .',. ..... T"tO" r," r.r 7-$" N" r,,. 6'.10- .... .',. .',. ,.... ,.... , " ,. ,. " " ". 2B 2B 2B 2B 27 27 2B 2B 2B "'" POST "'''''''' (FT) 26'-S" "'... "'... ".... 24'.r 24'-r "'... "". Hr.ll- lV.l" la...." IT-r. 18'-T lS'-tl" 15'-2" 3r.e" 31'-0" "'... 29'-1" 28'''". ""r ".... 25'.1" 24'.r "'... "'... 19',11" 1V-l" 18'''" IN" "'... "',,. 25'-10" ".... 24'.10" 24';5" 23'-11" "'... "'... ""T "'... 1ll"-11" 1ll".1" 1a'''" ".... 11 Da 3.::>"'XllT S:ee1 (,; Beam Attached F,_':'~.._..,.. or Structure Mu!tispan Units """ O'OST Le<Gn< MlN FOOTER 12' 1 15' 11" POST SIZE 0ClNSTRAIE0 oara. lYPE "If' "d"" "1l'" "ft' .(In) (In) .(1n) (in) 33 3B 3a 40 34 36 34 4lI 34 36 3a 4lI 35 36 38 4lI 38 36 34 38 38 36 37 30 37 37 37 38 37 37 37 :sa :sa 38 38 31 38 38 38 3i 3t 39 :sg 38 39 39 30 :sg 39 39 39 39 40 40 40 4lI 40 40 40 40 c c . 0 o o o o o o E E E E E E c c c C o o o o. o o o o E E E " 32 33 " " " " 36 36 37 37 36 3B '" " 3B 3B 37 37 37 36 36 36 36 37 37 3B 3B " " .0 .0 .. 3B '" '" " " 37 37 37 " 3B " " lIVE lOAD (PSf) TRIB MAX. POST WIDTH POST REC'D (FT) SPACING FOR ON SlAB SlAB (Fl) 110 Mf'H EXPOSURE C 4 8'-11" A 4.5 T-11- ^ 5 T.1" ^ 5.S 8'-5" A e 5'.11" A e.s 5'-S" ,. 7 5'.1- A 7,5 4'.V' " 1 4'.5- " " 3'-11- A 10 3'~ A 11 3'.2" A 12 2'-11" A 120 MP . EXPOSlJ ,E C 4 e'-ll" A 4.5 T-l1" A 5 T-l- .A 5.5 0"-5" A e 5'411" A 1l.5 5'-5" A 7 5'"1" ^ 7.5 4'-9" ^ 1 4'-5" A. II 3'-11" ^ .10 3'-8" ,. 11 3'-2" ^ , . . 130 MPH EXPOSURE C 4 8'-11" A 4.5 T-11" ,. 5 T.1" A 5.5 6'-5" A e 5'.11" A e.5 5"-5" A 7 5'.1" A 7.5 4'4' A II 4'.5" A 0.U41~ &eel UO'VeI1eal' Attacnea Freestanding or structure MUltispan Units _ """ O'OST Le<Gn< MlN =roTE! 8' I 10' I 12' POST SIZE CClNSTRMED FOOTER TYPE;:; ;:;I.~I: lW< O'OST "''''''''' (FTJ 7'-10- r,,. 1l'.11" .... ...' 5'.10- "... ,.... 5'.J" 4'"11" .'... 4'-5" 4'-3" T-lo- r,,. 1l'411" .... .... 5",10- 5'-8" 5'-5" 5'-3" 4'-11" 4'-&- ''-$" r,,. r.,. ll'-11- .... '.S' 5'.10- "... S'-S"' 5'-3" ^ ^ ^ . . . . . . . . . . ^ ^ ^ . . . . . . . . . ^ ^ ^ . . . . . . B, . FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MUL TISPAN UNITS USE TABLE BA OR B.9 9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WAll FROM TABLE 10.5 10, USE mE APPROPRIATE DETAILS FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. ~MINE MAXIMUM SlAB SPACING FRQM TABLE B.1 OR B,6 SLAB B. use THE SMAllER OF THE SlAB SPACING OR HEADER SPACING SLAB 9. POST 'A' MAY BE USED FOR AU ATTACHED UNITS ON SlA8 SlAB 10. FOllO'N 9 AND 10 FROM ABOVE . c c c c C o o o o o o E E E 31 32 33 " " 3B 36 37 37 " 311 .. .. " " " 37 37 37 37 37. " 37 37 " '" .. " " " .. .. '" '" '" ". '" '" 3B " 311 .. .. " " 20 20 " " " " " .. " '" " " " " " 39 " 20 " " " " " " " " .. .. '" .. .. " " ,. 20 20 " " " " Z2 Z2 Z2 Z) Z) Z) " Z2 Z2 Z2 Z) Z2 Z) Z) Z) " " " Z2 22 Z) Z) " " " " " 20 20 20 " " " " Z2 Z2 Z2 Z) Z) Z) "- " " " 2; " " Z2 Z2 Z2 Z) Z) Z) " Z2 Z2 Z2 Z) 22 Z) Z) Z) " " " Z2 Z2 22 Z2 Z) 22 Z) Z) Z) " " ,. Z2 Z2 Z) Z) " " " ." " Z) Z) Z) Z) ,. ,. " " " fMX O'OST SP...... (FTJ Z2 Z2 " " 21 21 21 " " " Z) 'Z) Z) Z) Z) Z) ". Z) " Z) Z) Z) " " " " " " .Z) " " " 'iw " Z)'''' 22'.11" 27.,. 20'-5" 19'-T 18'-10" 1I1'-r ".... .18'-1-.. 12 qa 3.:0mr &lee! G l:ieam rUticned Freestanding or structure Multispan Units . w.x POST lENGTH 12' 115'1 '8' ~FOO1ER ~'I ~ I,;:; ,.... 22'-11- 27,,. "'.." ISH" le'-10" 111'-T ".... 16'-1" 15'4T 14...." ..... 13'-t" ".... 22'-1'- ",.,. "'... 19'-1" 18'-10- 11'-T "... 16'-1" 15'-T 14'-:4" 13'-8" MIN O'OST TYPE o o o o E E E E E E E E E o o o o E E E E E E E E o o o o E E E 'E E fOOTER .... .". .., " " 2B 2B " " 30 30 30 30 31 31 32 31 " 32 32 33 33 33 " " " " " " 33 " " ." " " 36 ." r'ABLE B.B Post Requirements for Attached structures Post DescnptiOn J Max POST _hi IWln U.WZ'X1.:n::1.::>- ts' A ~rb.((.l4"x3"X3- Aium~ ;2' A u.02r-'pQ$i Wirn :sideplSies lU-';;:- uoVerO.04l1-i'rXs': Arum 12" B COlOrlfaTo"osrbtJi.iJed 1? C- 6.641~;,~(i:Mi '12" l} (ru41~ SleeI GkNef ts' u,i'~Steej:;)Quare .15' U, i88-X4'"X4....sfeej::square fa- I able 6.10 Post SUbstiWtes SQuare U.U41"'XfXS" u.1l:StJ"'X3"x3" O.il!8-X4'i4" D.iM-iS-x!" Cin:ular u. iiilhS'UIameler o.16ifi4~ 0.16trx:"'.J18meter o,f6Er:is"~ " 35-' " " " .33 33 33 32 32 31 31 32 37 37 36 36 " " " " " " ~5' " 3B " " 37 37 36 " " " ~. " 37 37 36 36 " " " " 33 33 33 32 " '" " ." ." 37 37 36 " " .." " " . \/ OREGON n ,.,t ''"' " .......( /, \)\::~- rrPDS~1~~i'"~l>: !i ~~M,P"{S> : : _. I ;"rooTCR , IDnATiqNDATE: 12/311 f--'~--'-l CONSTRAINED " .. .. '" '" " " " 37 .,. 36 .36 J!8ble 8,12 EqUivalent Footers _,' DePth Of CirCular Footing Cube Ulamet of Of Circular fc lling =a=nm 12"" 18"" U. 30"" 1i 15'" 12~ 12"' 12"' 13 19"' 12"" 12'" 12"' 14 24'" 12'" 12" 12" 15 30" 13" 12"' 12'" 16 36"' 16"' 12"' 12- 17 43"' 19"" 12'" 12- 18 52"' 23. 13"' 12" 19 61. 2r 15"' 12"' 20 7," 3'. 18"' 12'" 21 82. 36"' 2(1" 13'" 22 94" 42" 24~ 15" 23 108"' 48. 27" . 17. 2~ nJa 54'" 31. 211" 25 nJa 61" 35"' 22"' 26 nla 69"' 39'" 25'" 27 nla 77'" 44- 28"' 28 nla 86"' 49" 31. 29 nla 96"' 54'" 35" 30 nla '106" 60" 3B" 31 nJa 117"' 66"' 42"' 32 n1a '129"" 72"". 46"" 33 nla 14'. 7g"' 51'" 34 n1a 154'" 87" 56" 35 nla 168"' 95. 61'" 36 n1a nla 103'" 66'" 37 n/a nla 112" 72" 38 n/a nJa 121'" 76'" 39 nJa' nla 131" 84'" 40 nla n1a 141. 91. 41 n1a n1a 152"' 98'" iiiiSi- m MAY BE 'SED WITH I\LL STRUCTURES 5.5 12"-4" A IS 11'-4. It. e.5 10'.5"' -A- 7 ll"..r ^ 7.5 0'.1" A 4 r4r It. II T..r It. 10 6'"V' A 11 8'-2" A 12 5'..a- ^ 13 5"-7' A 14 4',10" A 15 - 4'-8" It. III 4'-3" ^ _.......1!......4'-O" It. 120 MPH EXPOSURE B 4 1T-o- A 4.5 15"-1" A S 13'.7" It. 5.5 12'-4" A e 11'-4- ^ 8.5 10'45- A 7 9'-8" A 7.5 11'.1" A e 8'-6" A. " . T-fJ'" A 10 r-v A 11 8'-2" It. 12 5'-8" A- 13 5""2" A 14 4'-111' A 130 MPH EXPOSURE B 4 1T-o- ^ 9'-11" A 22 22 23 4.5 15'-1- A ll"4' A 23 23 23 5 13'-1" ^ g-7" A 24 24. 24 5.5 12'-4" A 9'.5". ^ 1!5 25 25 e 11'-4" A 11'-0- A 25 25 25 6.5' '!.f!-S- -'!. .8'-0". A 2.5..2$.. :25.. 7. v-a" A e'-6" A 2ll 26 26 7.5 11"-1" ^ T_11" A 2tI 26 28. 8 8'-6'" It. T.lT A 2e 2ll 26 iii T-6'" A T.1" ^ 1ll 28 26 10 8'-0" A 8'-10- 8 27 IT 71 11 e""T A tr.r B 27 XI 27 12 5'-8" A 6'.3" B 26 28 28 13 5'.2" A 5'-i'" 8 28 28 28 1<4 4'-10" A 5'-G" a 28 28 28. ueu uu. INSTRUCT ONS FOR TH !5e 1 A .U:S 1. a;oose FREESTANDING OR ATTAa-tED SIRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVER~G OF UNIT 3. DETERMINE WIND AND SNOVIf LOAD OF STRUCTURE SITE (pATIO UNITS USE 10 PSF MIN. COMMERCIAL UNITS . . USE 20PSF MIN) '. . . 4. a-tOOSEAPANEl FROM TABLES 1.1 TO 104 THAT HASAOEOlJATE ClEARSPAN FOR YOURNEEOS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 8.2 OR B.7 CAlruLATE FROM TRIBUTARY DIAGRAM ON PAGE SCQ2"2003 6, CHOOSE A HEADER FROM TABLESB.1 OR B,6 THAT HAS ADEQUATE POST SPACING. 7. USE THE A,..,.."u,....dATE FOOTER SIZE SHOWN. " ,. " " " " Be 36 " " " " .. .. .0 30 '" 36 " '38 . 37 " " " " '0 .0 .. "38 39 IABLE 6.9 Post Requirements for Freestanding Structures Post Description O.041"X3"'X3~ bleel uover O.188"'X3"x3- Ste"el gq"uare 0.188-x4"x4. Steel ~uare O.18B"'x5"'x5- Steel ~uare Max Height .. f,. itr 16 iE::" F G ;H POSl frPDST_ i i I ~-:~_l 1=----'...- NONe-CONSTRAINED f"OO.~I~, r J " ~--- PR~ /,,?-,lD . Dhr" '>:;:~GIN8fi;.>. ..'. ,<, .)> '\ 72580PE , ~ 2115f200.4 Page 31 0134 9.0 POsT ~PAClNGS FOR PATIO AND COMMERCIAL COVERS USING I BEAMS IN HIGH WINO AREAS , i 4""X:!,,!...~m rX4"'~Deam AttaChed freestanding or A1lached Freestanding or Structure Muttispan Units structure Muttispan Units MAX POST w.x MAA POST c.a<<mt MAl( w.x POST l.EHOTli POST REO'[) POST MlN FOOTER 12' I 15' I II' POST MlN FOOTER 12" I IS' I 1S' SPACMa FOR SPAaNG POST tMZE :::oNSTRAINED FOOTER SPACHO POST SlU CONSTRAlNEO FOOT'ER ONsu.a SlAB (FT) "TYPEY'. "d" I "d".1 '"If' (FT) 1YPf "d" '"ft' ,...,... ~. ~ .~ ~ ~ ~ 1iiO'iiF-tF.XPOSl.ltEe-- -- ..._..~ -- " lTq A t3'..... '" 21 21 4.$ 1S'.1" A 12"-10" A 22 22 5 13'.7" A 12'-5" A 22 22 5-' 12'..... A 12'-0- A 23 23 e 11'.... A 11'-8'" B 23 23 1.5 10'-5" A 11...... B 23 23 7 V-a- A 11'-'" B 2. 24 7.5 sr-," A 10'-Ur B 2. 2. . 8'~ A 10'.7" B 25 25 SI T.fr 1.10'-3'"8 25 25 10 8'-ll'" A 11'-10" B 2e 2tI 11 8'-T A V"'- B 2tl" 26 ,'2 5'-a" " 8'"," B 2CI 2tI 13 5'-2" A 8'.2" 8 2tI 26 1. 4'-10" A 7'-1" 8 2e 26 15 4"-8" AT-I" B 2fI 2tI 1114'-3" A fF-1" B 28 26" 17 4'.0" A tr.J"' 8 28 26 ~IF..JCPCl:<1JFE.~----- .. - 17''".0.: .- - ^ 1;::;:-' A 21 22 23 24 4..5 15"-1" ^ 11'-9'" A 22 22 23 24 5 13'-7" A 11"-5" A 23 23 23 24 5.5 12"..... A 11'-0" A. 23 23 23 23 (I 11.....- A 10"-8" A 24 2<1 24 2. 0.5 10'-5'" A 10".3"' A 24 24 2. 2. 7 V-r A (1',10'" 8 24 -2. 2. 2. 7.5 V-1" A V-fl' e 24 2. :M 24 I 8'~ AV_2'" 8 25252525 SI 7'-6" It r-o- B 25 25 25 25 10 0'-8" A 8'-0" 8 2S 25 25 2S 11 (I'.T A '7'.fr' 8 28 26 2tI 2tI 12 S-8"" A 7'-V 8 28 28 28 20 13 SoT A Cl'-7" B 28 26 26 28 1. .'-1Q'" A 8'-3'" B 28 26 2EI 2e 15 ~4f' A S_11w B 20 26 26. 28 18 4'-3. . A" 5'-7" B 20 26 2EI 2tI 17. ...4'-V A S...w. B 21 27 71. 27 110UPt-iEXPOSlJR.I:.~~- -~ -- . 11'-V A 12'-11- A 22 22 23 2. ..5 15'-1. A 12'..e" A 23 23 Z3 24 5 13'-7" A 12'_1w A 23 23 23 24 55 12''''w A 11'..e" A 24 :M 24 24 8 1,..... A fl'.3. . A 24 2. 2. 24 8.5 10'05. A 1C1'-1Q'" B 24 2. 24 24 7 8'-8'" A 10'05" 8 25 25 25 25 7.5 1t_1w A 10'..(1' 8 25 25 25 25 8' 8'-8'" A 1'-7" B 25 25 25 25 8 1'.q' A t-11" B 2S 2S 25 2S 10 8'-8"' A 8'.... 8 26 28 2tI 26 11 8'-T A 1'4" 8 2115 2CI 2tJ 26 12 5'-8'" A T-T B 2lJ 28 26 2lJ 13 S-2' A 8'-10" B 20' 26 28 2tI I~ .'-10" A '8'~ B 2lJ 28 28 ',28 15 ~4f' A 8'-1" B 21 7T 21 27 .18 .'-3'" A 5'-10" 8 21 7T 21 V 17 ~-V A S-6" B 21 21 Z1 21 ~EXPOSURl:::C-- ----- 1"1~1::;1~1~;1~1 UVE LOAD (PSF) TRI8 )MOTH "" " 23 22 22 23 23 23 ,. ,. 25 25 '" '" '" '" '" '" '" '" I. .. " " " " " " ,. ,. " " " " " ," " " " '" ",... 2>'" 21'-". 21'-3. "'... 20'-1- I.... 15'-3'" 18'-to" 1S'_I" "... lNI" ..... 111'.1. 1S-3'" U'-3" '13'-5'" 12'-7" . . . . o o o o o o . . o . o o . o . . . . C o o o o o o o . . o o . O. " '" '" '" ZB '" '" '" ., ., 31 32 32 33 33 33 33 33 '" '" ZB '" '" ., ., 31 31 32 32 32 " 33 33 " " ,. " '" '" '" " " '" '" ., ." 31 32 32 33 33 33 33 33 '" 27 28 '" '" 30 30 31 31 32 32 32 . 33 33 33 33 33 ,. " ZB 27 '" 28 " '" '" 30 30 31 32 32 33 " 33 33 33 '" '" 28 '" '" 30 . '30 31 31 32 32 32 33 33 33 33 33 ,. -- 23'..e" 8 IT 21 29 30 22'-.8" B 21 21 29 30 21'-11. 8 2ll :za :za 30 21'-3"829292929 1/NrC28292929 21)'-1. C 30 3lJ 30 30 Hi'-8"C30303030 10'-3. C 31 31 31 31 18'-10" C 31 31 31 31 18'-1. . 0 32 32 32 32 18':'1. 0 33 33 33 33 lS-10" 0 33 33 33 33 1.'-10" 0 33 33 33 33 1)'-11- 0 33 33 33 33 13'-2' 0 33 33 33 33 12'-5" O' 34 3<4 3<4 34 11'-10" 0 34 34 '34 34 11'~ 0 34', 34 34 34 --~---- MAX POST SP"""" "" '" '" '" '" 28 ZB '" '" ., ., 31 32 32 33 33 33 33 33 nT"x S,:)- I beam Ali'aCneo Structure "'" ,<>'''.. POST "'" TYPE ... 0<, F~ltlga Mu!tispanUnits WJ( POSTlENGTH 12' 11s 1'8' CONSTlWlEO l'OOTER ...,..-,... (inJ(Ia)~ 34'-0" C 28 33"-3'" C 30 37-3" C 30 31'-3'" 0 31 30'-5" 0 32 2V-8. 0 32 W.q 0 33 23"-5" 0 33 27-10" E 34 28"4" e 35 25'"-1'. e 3CI 25'-1. E 3CI 24'-5" e 31 23'-10" e 3a 2]'-3'" E 38 22'JT E 3D 22'~ E 3D 21'-111' E CO --- ., ., 30 ., '" 30 ., 31 31 32 32 32 33 33 33 33 33 ,. ,.'... 33'-3'" 37-3. 31'-3. "'-5" ""... ""-<1' 28'-5. 27'-10" ,..... 25~11. 25'-1. 24'-5. 23'-10" 23'-3" 2>.... 22'-3'" 2f-10" 21 22 " "'... 2>... 21'-11- 21'-3" "'... 2O'-1~ '. 111'-8" Hr.3. 18'-8- 11'.... 10'-3" 1S-2' U'-3" "... 17-0- 12'-1. 11'-(1" 10'-11- ~ 33"-3" 32"-3" 31'-3'" "'-5" ""... ""-<1' 28'-5" 27'-10" 28'-0- 25'"-11- 25'"-1" 24'-5" 2]'-10" 23"-3" ';--0- 2>-3" 21'-t(T o .0 o o o o . . E E E E E E E E E E o o o . o o . . E E E E E E E E E E ., 31 32 33 33 ,. " " " " ,. ,. " .. .. " ". ". 30 31 32 33 33 ,. " " ,. " " ,. " .. .. " .,. ., 31 ,32 34 ., 32 ,. 30 32 33 31 32 33 32 32 33 32 32 33 33 " " 33 33 33 ,. ,. ,. " " " ,. " ,. .)6 36 3CI '31 31 31 ,. ,. ,. ,. ,. ,. " " " 311 311 311 CO CO CO. --- 32 32 32 " 33 ,. " " " " ,. ,. " .. .. " ., ., 32 32 32 33 33 ,. " " " " " ,. ." .. .. " ., ., ,. 33 33 33 " ,. '30 30 " " " " " .. ... " ., '42'- ,. " " 33 " ,. 30 30 " 37 37 " " .. '.. " ., ., :: I :: I : I =1 LIVE lOAD 'PS>) nuB WlOTH "" 20 30 30 30 ,. .,. ,. 30 " " 31 ". ,. " .. .. " " .., 30 " " ,. ,. ,. 30 " " 31 31 " " .. .. " ., ., OVER- "'"" 1m . I' T 25' 7 3.. .' 'S . . I" .' < .. . N1A N/A WA WA WA WA N/A "'A . 'S . U- a.7S' WA N/A 'N/A N1A "'A WA NlA .4'"X'S" I Deam AIlached Freestancllng a SllUclure Multi3pan UnJIs LWC POST lENCml 12' lIS I.IS' CONSTlWlEO >O<mR ....,...,.... ... ... ... POST MAX IlEO'O POST FC?R SPAClt<<i SLAB "". .... POST nPE '<>Om "'" ... ... I.or 10'-4. ,..... V... V-3" ..... 1'-11- T... Cl'-11" .-2" N' "-<1' 4'.7" 4'.3" . . . . . . . . . . . . . . '" '" 21 " 21 " 21 21 21 21 21 21 " 21 '" '" 21 21 2. 21 21 2. 21 21 21 21 " 21 21 21 " 21 21 21 21 21 21 21 l' 21 21 21 22 i2 22 22 22 22 22 22 22 22 22 22 " 23 22 22 22 22 22 22 21:. 22 22 22 22 22 22 22 22 22 22 22 21 21 21 21 21 21 21 21 21 23 23 23 23 22 22 22 22 22. 22' 22 22 " 23 23 23 23 " 22 22 22__ 22 22 22 .22 22 22 rx..-loeam Attached FreestanclU'lg or structure Muttispan Units _ MAX POST LENGTH MlN FOOTE! 12' I lS I 18' POST m :xlNSTRAtEO FOO'TER TYPE Y ylyJv _.J:L ~ MAX POST "'''''''' "" 1W.l" 18'-5'" 'T-o- 17'.3'" "-0- 18'-4. IS-U" 14'-11- 14'-0- 17.... 11'-3" 10'-T .-." .... o ,. o " . 25 . 25 . " o ZB o 27 o 27 o 27 o V. . V o v o v o " ,.... 18'..(1" 17'-7" IT-<1' 18'-1. ,.... '.-0- 14'-3" 1<-0- .12''''- 11'-11: 10'-11" '-<1' ...... o 25 o " . '" o v o 27 o '" o '" o " o ZB o . '" o " o " . 28 o '" 1. . 55 . ..25' '"' N/A N/A N/A WA WA NIA 11' 5,5' . os 8.75' T N/A WA WA "'A NIA WA TABLE 8.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCnJRES PROJECTJa\l OF SlNGlE SPAN STVCTURES' (FT) 12' 13' 14' 15' 10' IT (J 85 7' 1.5' .. a.5 89 7' 75 It 85 8' T 1.9 8' as " os 7.2'!!1 1.7S a.2S' 1.15' 0.25' 11.75' 7,5' 8' 8.5' 0' 8S 10' NJA 1.25' 1,75'. 8.25' IUS' 1025' HlA HlA 0' OS. .10' 10.5' NIA NrA HlA ""A 10.25" '10.15' N1A "'A MfA NtA NIA N" M'AHtANlAN'ANlA MIA NIA HIli Nt... NrA KIA M'A. ,. ... 1. '.S 10,lS' 11' IUS' '11.5 '11,15' 17 - NIA lV-l. .C 2S 18'-5'" C 2tI IT.Q'' 0 20 17'-3" 0 21 1S'-V' 0' 21 15'..... 0 2ll _J5'.1-l-. ,..0 ,.as. 14'-11. 0 28 14'.(1" 0 2a 12'.e" 0 28 11'-3" 0 2ll 10'-3" 0 18 v....." 0 :za ,-- .. . as 1. 10.2$' '.S '1~,75' 'r 11.25' l1S NIA ",A " " 25 " '" ZB 27 V V '" 27 V V 27 " " '" v " ZB 28 " ZB " ZB ZB ZB " " .ZB " V v. ZB ".28_ " " ZB 28 ZB ZB 20 ,. 10.S 11' 11-25' 11.5' 11.75' .. "25' 12S NIA NlA '" " " " " " V 27 27 V 27 V 27 27 " '" v V 27 " " ZB 28 'ZB " 28 28 28 '28 27 V V " 28 " " 28 '" ZB 28 " 21' 10.S .,. 11S U,7S' ... 1225' 125' 12.7S 17 13S "'A "'" POST SF",,", (F7) un: :>,~- I Deam Att3Cnec:J FreestaOOltlg or Structure Muttispan Unite MAX POST LEN07H MlN "OaTEI 12' I 1S I le' POST SIZE CONSTRAIED A:101'ER TYPE'~ ~ I'~ I :: "'" POST SPACON< ON..... "" -1'iii'MF-1EXPOSUl:EB 20 8'-11" A 45 1'.11" A 5 7'-1- A 5.5 8'-5" A 8 5'_llw A tI.5 5'.5'" A 1 5'-1- A 1.5 4'4" A 8 4'-5" A 8 3'-11. A 10 3'-8'" "- 11 3'-2" A 12 2'-11" A 13 7-8"" A l00MPH~EC 8'-11" A 10'4" B 21 21 4.5 1'-11. A 10'.... e 21 21 5 T-l" A 10'..(1'" 8 22 22 5.5 0'-5" A 0'-.8" 6 22 22 8 S-11. A 0'-3'" B 22 P. 6.5 5'.5~ A 8'-0" B 22 22 1 5'.lw A T_l1w B 22 22 7,5 4'..g- A 7'-5. B 22 22 8 4'-5" A fr-"- B 22 22 II 3'-11" A Cl'-T B 22 22 10 3'-8" A S-1" e 22 22' 11 3'-2' ,. 5'-V e 2i 22 12. 2'-11. ,. 4'-7" e 23 23 13 2'.8" A 4'-3" 8 23 23 -~i~EB----' 20 4 8'-11" A' 10'-0" 8 21 21 45 T_I1w ,. la...w B 21 21 5 T-1" A 1(T-V e 22 22 5.5 Cl'~.' A 8"-8" e 22 22 8 _5'.11" A O'-T. e. 22 '22 tI.S 5'~" A 8'Q e 22 22 '1 ',5'-1"" 'A' Tc"" B .22__~_~. 7.5 4'-0- A 1'-5. B 22' 22 8 4'-5- A 8'-11" B 22 22 8 3'-11. A 8'-r e 22 22 10 )'Q A 5'-7" e 22 22 11 3'-T A 5'.(J" e 22 22 _ .....!.!... 2:1.!:.. A 4'-r -.!....2!...2!- " v v v '" " v " '" " " '" '" " 2&'-3'" 0 21 N-r' e 2lI 28'-.)" e 28 2.S'.fr e 29 2.'.... E 30 24'.r' E 30 -n.r E 31 23'-1- e 31 72-7" E 32 2Nr E 32 2NI" E 33 211-4. E 34 111'-11" E 35 ..!!:!..-.!...~ 2!l 31 32 28 31 32. 28 30 32 29 30 31 30 30 31 30 30 31 31 3t 31 31 31 31 32 32 32 32 32 32 " " 33 ,. ,. " " 30 " ~~~ '" '" '" 28 28 28 " 28 28 '" " ZB 28 28 2&'-3" 0 2T-r' E 2(1'.)" E "'... E 24'-9" E 24'-2' E 2)'-r E 23'-1- E zz-r E 21'.... e: 2NT E 20'-4- E 19'.v E 19'-3" E :za 28 30 31 28 29 30 31 30 30 30 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 33 33 33 33 33 33 33 33 34 34 .34 34 3S 35 35 35 3CI 36 3tI :Ie 38 .36 3tI 3(1 31 ~..2!--2!..... '" 28 28 ZB " 28 ,28 28 '" r r.~ 28'.3'" 0 28 29 31 32 27'-2" e 211 29 31 32 28'-3" E 30 30 31 32 25'-6" E 31 31 31 32 24'-11" E ....l.L.. 31 31 31 24'-2"~~2r.~ 3232 r;/ \~L 3>'1 :Jp~ 32 k~ . .E"" '1r." ~~I\f/" ~ ',~i;:;'f\()I..\I :~~~ifc, '~~.r(..-E 34 34} 1., ';t:,<;. ;i2 )g( FiE : ~' ;!2!:!:. E 38 38 3tI "'""'Otlt- TAB..;Ei.1- 12.75' 13.25" 13' 13..5'" ;XPI'R1\1/ION DATE: 12/31/ ;;J -~ WA 211512004 Page 32 of 34 9.0 POST SPACINGS FOR PATIO AND ......."'II~.....AL COVERS USING I BEAMS IN HIGH WIND AREAS .q'1(:;r"loeam I rX4~ I Deam ~ t'reestandlng or I Atta~ structure Multispan Units structure w.x 'OST lENGn-t wx MIN FOOTER 12' 15' 18' POST MlN POST SIZE CONST;AINED OOTER SPACN:; POST TYPE"d"VVY (fT)TYPE On) (In) .(0). (In)_ 23 23 2J 23 24 24 24 24 24 24 - 24 ~ 24 24 24 24 24 24 2" 24 24 25 25 25 25 25 25 25 25 25 25 25 2S 2e 2lI 28 28 2S 2ll 28 18 2S 2ll 211 28 18 2lI .2'8 28 2tI .20 2tl 20 213 26 16 26 Xl 'U 21 'I1 --~- LIVE LOAl) (p"" TR'. WlD1H '"' IWC POn .,"""" cw..... 1FT) 5.5 12'.... A o I'..... A 8.5_ 10'-5" A 7 8'-8" A. 715 8'-1. A a ....e- A D T-fr A 10 It-8"' A 11 8'-2" A "'2 5'-8- A 13 5'-2" ^ 14 .('-10" A 15 4'~ A 16 .'.,. A 17 4'-0" A -12iiii : EXPOSURE 9 1Q .. 1T-Q" A 4.5 15'-1" A 5 13'.7" A- 5.5 12'.... A (I 11..... A 6.5 10'-5" A 7 ll"-8~ A 7.5 V-'" A 8 8'-(f' A . Nr" A 10 8'-0'" A 11 <<I'.T A 12 5'-8- A 13 5'-2" A 14 4'-10" A 130 MPH EXf'OSUR...: B .. 17'-0'" A 4.5 15'-" 'A S 13'-7" A 5.5 12'...... A. e 11..... .... 0.5 10'-5" A 7 8'-e" A 7.~ V.l. A II I'-tr A o 7'-tr A 10 8'-8'" A 11 tr-T A 12 5'-r A 13 5'-2" A 14 "'..10" A .. .. ""'" """ REao POST FOR SPAClNC ...... '"' 17-1. .... ....- .'-2" 'f-la" r-,. 7'-,. .',. tI:T 5'-10- .... "T 4'-11. "4"-8" 4'-5", 10'.1IT" ..... ~0'.2" V-10" .-s- V-'" .... '-s- 8'.1" r... r.(f' .... 8'-1- .... ...' 9'-3" " 8'.11" '" .... A 8'-4" .", '.(f' A r,O". . ,A r-5" " T.T " cr-l'- II .... A 5"-11" II 5'.1" A S-T II 4""11- A 4""1" II A A A A A A A A . . . . . . . A A A A A A A A .-A A .. . . . . " 23 23 2. .. .. 25 25 25 ". 28 28 28 28 28 " 23 23 .. ,. ,. " " " " ." " " 26 28 23 23 23 .. ,.. ,. 25 25 23 23 28 28 28 28 28 l&'~ IT-10" =.1T-3-= 16'.r ..... 15'-5" 1.'-<1- "... 12'-r 11'.10" 11'-1- ,.... ,.... .... .... .. ,. .. ,. .. ,. " 23 23 23 28 28 28 28 28 ,. .. .. ,. ,. ..24 " " 25 " " 28 28 2. 28 GENERAL INSTRUCTIONS FOR THESE TABLES 1. ..... ,..........:lC FREESTANDING OR A TTAOiED STRUCTURE 2. CHOOSE PROJECTION. WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND SNON LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN. COMMERCtAL UNITS . . USE2OPSFMIN) .... . 4. CHOOSE A PANs.. FROM TABLES 1.1 TO 1.... THAT HASAOEaUATE CLEARSPAN FOR YOUR NEEOS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 9.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE SC02-2003 6. CHOOSE A HEADER FROM TABLES 8.1 THAT HAS AOEOUA TE POST SPACING, 7, USE THE APPROPRIATE FOOTER SI2E SHOWN. " 23 23 ,. ,. .?4 25 " " " 28 28 " " " ". " " 2-4... ,.- ,. 23 " 23 " 28 28 " " " 23 " 23 ,. i. . ~4. 25 " 25 " " " 28 ." 28 ".... "'... 21"-1'- 21'-3" "'... 20'.1" 1~-8" 1V-3" 18'.10" 18"'-1". 16':'1- 15'.10" 14""10- 13'-11" 13'-2" 16'.9" 11'-3' 1T.r "... '".. 15''9" 15'-1~ 14""1" 14".(1" "... 17-1. 11'.of' 1a-r ,.... .... . . u. . C C C C C C C C C C C . . . . c c c c c o . . . o . . . . . . . . . . c c c c c c Freestanding or Multispan Units w.x 'OST LENOTH 17 15' I 18' CONS> WNED FQOIDl .". .". .". '(In). (in) (In) 28 28 30 30 30 30 30- -30 30 31 31 31 31 31 31 31 31 31 32 32 32 32 32 32 32 32 32 33 33 33 33 33 33 33 33 33 33 33 33 33 33 .33 " " " FOOTER BOZ' .". "" 28 30 30 " " " 32 32 32 " " 33 33 33 " " 28 30 30 " " 32 33 " " " " " " " 28 28 30 30 " " 32 " " " " " " " " 30 30 30 30 " 32 " 33 33 " ,. " " " " 1lT"X 0.0""1 beam AUacnCd Freestanding or Structure Multispan Units MAX POST LPIGTH 17 15' 18' CONST ~ OOTER .". .". .". (In) <-a) (in) " " ,. ,. 38 ,. 38 38 38 37 37 37 37 37 37 " 38 38 39 39 3" <10 <10 40 41 41 41 42 42 42 42. 42 42. 43 43 43 4. << ." << << 44 45 45 .5 """ POST "''''''''' '"' 31".3" 30'-5" 28'''' 28'.(f' 28'.5" 21'-10" ""... 25'.11- 25'-1" 24'-$" 23'-10" 23'.3" 22'-" 22'-'- 21"-10" " " " " " 32 " 33 33 " " " " " " "'... 33',,- 32".3" 31'-3" "'... 28'-3' 28'.(f' 28".s" 2T-10'" ""... 25"-11" 25"-1" 24".5" 23'.10" 23'-3" .IN POST TY1'E . o =0 o . , , , , , , , , , , 1'00'" "'" .". ."" " ,. 38 37 37 38 " .. .. <2 <2 " .. .. ., C 32 33 35 37 C 33 33 35 3CI C )4 )4 35 36. o 35 35 35 3$ o .35 35 35 36 o 3IJ 38 36 3CI o 37 37 37 37 o 31 37 37 37 E 38 38 38 38 E 3" 39 39 39 e. <10 <10 -<10 <10 E 41 41 41 41 E 41 41 41 4t E 42 42 42 42 E 43 43 43 43 C 33 34 36 3IJ C 35 ~ 36 37 C 36 38 36 37 0.. 37 . 37 37 37 o 37. 37 37 37 D. .~ .38 38 38 o 351 351 39 351 D 3i :w 39 '" E <10 <10 <10 40 E 41 41 41 41 E 42 42 42 42 e 043 43 .0 43 E 44 ... << << E .. .. << << E 45 45 45 45 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST sRoWN UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MUl TISPAN UNITS USE TABLE 9.... 9, FINO THE OIC SPACING OR II OF FASTENERS FOR ATTACHIM3 TO WAlL FROM TAS~ 10.5' . 10. USE THE APPROPRIATE DETAILS FOR PATIO SLABS FOUOW 1~ FROM ABOVE THEN SlAB 7. ~RMINE MAXIMUM SlAB SPACING FROM TABLE 9.1 -SlAB 8" USE THE SMAllER OF THE SlAB SPACING OR HEADER SPACING SLAB 9. POST 'A' MAY BEUSEO FOR All ATTACHED UNITS ON SlAB SlAB 10. FOUO\N 9 AND 10 FROM ABCNE 28 28 28 30. 30 " " " 32 " 33 33 33 33 33 2. 28 28 30 30 " " " 32 " 33 33 33 33 33 30 ... 28 30 30 " " " 32 32 33 33 33 33 33 31 " " 30 30 31: 31 31 32 " 33' 33 33 33 33 3"'" 32'-'- 3r-10" .31'.3" "'... 29"-8'". z,.(f' 28'-5- 27'.10" ""... 25'-11- 25'-1- 24'-5" 23'-10" 22'.... LIVE TRIB LOAD 'MOTH (PSF) (FT) 20 IMX POST "''''ING ON...... (FT) 110MPH EXPOSURE C " 8'-11" It 4.5' 1'-11" It 5 T-1" It 5.5 C'.5" A 6 5"-11" A 6.5 5'-5- A 7 S.1- II 7.5 4'-8" A a 4'-5" II " 3"-11" A 10 3'-&" A 11 3'.T A 12 2'-11" It 120MPH EXPOSUREC 4 8'-11" A 4.5 7'-11" A 5 7'.1" A 5_5 C'-5" '" 6 5'.11" A 6.5 S-5" A 7 5'.1" A 7.5 4'.r A 6 4'-5" A " 3'-11- It 10 3'"-&" It 11 3".2" A 130 Mf'H EXPOSURE C 4 11'-11" A 4.5 T-11" A 5 7'.1" A 5.5 fl'-5" A e 5'-11" A e.5 S-5"' A 7 S.1- A 7.5 4'4' A II 4'.s" A 20 20 POST """ REaD POST ~R SPACING SWl '"' .4'"X3" I oeam Attached Freestanding or structure Multispan Units """"""'''''''''' MIN <ooTf' ~2' I 15' I "18' = ~E 7ir.17 _~:!T' -v-r 9'-5" 9'-1" 8'-51" .... 7'-11" r... 6'-11- '-T 5'-"" '.(f' 4'-7" 8""5- 8"-2" T-11- r... N' r-1" 8'-1Q" .-,. .~' 5'-11- .... s:O:-. r-T C'-11" .... .... .',- C'-1" S-10" .-,. 5"-5" . . . . . . . . . . . . A . A . .. . . . . TABLE 9.3"'Post ReqUIrements for Attached Structures Post DescrlptJOn TWin O.WTx1.~"Xl,o- Oover 0.02-4"X3"x3" Alum O.02-4~wtth5il!~lates Oover 0.0-40"x3"x3'" Alum Colonial 0.062" Exbucled O.041"x3"'x3"' steeJ atwer 0.041 "X3"x3" steel CIo'Ier O.l88'"X3"'X3"' steel Sg.uare O.188'"X4'"X4" :steel SQuare T8D1e S.t! Post SUbStItUtes SQuare} a"",IBr O.041"'X3"'X3"'J O.l88"X3'Uiameter O.l68"'x3"'x3"') O.188"X4"Diameter O.18B"X4"X.4-' O.188"'x:5"Diamete1 O.lBfrX5'"X:)" O.166"Xtn,Jlameter MaxlP6Sl Helght ". 12' 1<1 12' '2' 12' 6' '5' 16' 31 22 23 " ,. .. .. .. 2. 2. .. .. 2. 31 22 23 23 2. ... 2. .. 25 25 i:; 28 31 22 23 " 24 24 24 '.24 28 "- 22 23 .23 24 24 2. 2' ,. ,. ,. 24 24 22 " 23 23 ,. 2. ,. ,. " 25 23 " 22 22 23 23 24 24 24 2. " 23 23 23 23 .. ,. 24 .. 24 2. .24 24 2. 23 23 '23 23 2. 2. 24 2. 23 '25 28 25 23 23 23 23 24 24 .. 2' 28 I'"X 4" I oeam Aiiachecl freestanding or Structure Multispan Units MAX POST LENCllH MIN =ooTEf 12' I 15' I 18' POST SIZE CONSTRAINED FOOTER TYPE ~ ;;1 ~ I;;; MAX POST SPACING '"' 2. 2. 2. 23 24 24 2. 2. 2. .. '2' .. 24 1lr:!:_ 18'-5" 17'-9" 17'.3" ,.... 16'-4- 15'-11- 14""11~ 14'.0- ..... 11'.3- 10'-3" .~. c c . . . o o . . o o o o c c c o . o . . o . . o . c c c c c c . . v ,. 28 27 V 28 28 28 28 2. " 28 28 27 28 28 28 30 3. " " " 32. .32 32 27 " 28 28 30 30 " " " iAtjlE 9.4 Post Requirements for , Freestanding Structures Post Description Max I POST Height 6' 15' 16' 18 2. ,. 2. " ,. 2' 2' 2' 28 " 28 25 17'-1" ,.... 115"-1- 15'-1" 15'.0- 14'-G" 13'-11- 13'.s- 12'.11- 12'-1" _11'-3- 10'-3": O.041""X3""X3- steel ClOVer 9.1~Stee!~uare O,186'"X4'"x4" Steel ~uare l11l:S6')(5"l(:)~ ~eel Square A A A B C; o E F G rOOTING, ,. 2. ,. 23 ,. ,. ,. 2. 25 14'.7" 14'-2" 13'-9" 13'-J" ..... 12'....- 11'-10" 11'-5" 11'.0- 28"-3" O. 34 34 35 1T-T E 35 35 35 26',3" E 38 36 36 2$"-G" l::: 38 36 36 2-4'-9" E 31 37 37 24'.2" E 38 38 38 2)'-7" E 38 38 38 2)'-," E 351 351 '" 3~x-;G~Uffs~" .. ;;}C:J <<:-~GINE~~ Q:- 72580PE 'tj 27 27 27 27 27 " " 28 28 .. .. "28 " 28 28 28 28 30 30 " " " 32 32 32 28 " 28 " 30 30 " " :31 E F G H 28 28 28 28 28 28 ,. ,. 28 " .. " .. " 28 28 28 30 30 " " " 32 '32 32 28 28 28 28 30 30 " " .31.. 30 30 30 28 .. " 28 28 28 28 28 28 " " 30 30 30 30 30 " " " 32 32 32 " 30 30 30 30 30 " " 1lT"X :>.o~ I beam Attached F,..................,."" or Structure Multispan Units MAX POST LENGTH 12' 115'11'; co::"""""l ..". FOOTER1 .". lkl) (in) (In) T.AB':E-_9.1 ~33 34 32 ,. 32 33 32 33 32 33 32 33 32 33 33 33 33 33 " ,. " ,. '" ,. 36 36 """ POST "'''''"' 1FT) 28'-To 27'-T ""~' 25'''' ,..... 24"-T 23'-1" 23'.1" 22',,. 21'-0" 3l'.(f' 20'~' ,..... 28".3" 27'-T "".,- 25'-<" 24'-8" 24.-2" 23'-r 23'-1" 22'-" 2,.-9'" 21'Q 20'~. MlN ""'" TY1'E .~.D , , , , , , , , , , E , . , , , , , , , , ., , , =OOTEf SIZE .". "" 30 28 30 " " " 32 33 " " " ,. ,. 32 33 " 35 35 ,. ,. 37 38 " .. .. .-- " " 30 " " 32 32 33 33 " 35 36 38 32 33 ,. 35 " ,. ,. 37 36 39 .. .. " 3< " " " 36 ,. 37 " " .. .. 37 ,. 36 36 " ,. ,. 37 36 " .. .. rlPOST ., I. ., . " , i i l'~ .'_.~ -'<1'_ 37 37 38 ,. 37 " 38 " .. 1 .OREGO~<:, ~~ U 'Y"r5, ?,.IJIJ '?-~ ~M, P\f\~ . . /~. . &>~RATION DATE 12i31/ CONSTRAINED NON-CONSTRAINED I T I t/J5I2OO4 Page 33 of 34 10,0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PAllO STRUCTURES - Table 10.3: Required Number of Fastenets for Sheal ng Loads u,. '"posT SPACING _ MUL TIPUED gy TRIa W1DTH ;, . $did CcNer T~ry Area (sq ft) .. .. 40 45 50 os 60 68 7. 75 80 85 9. 95 100 105 11. 120 140 160 180 200 220 250 300 350 . 400 ... 500 "- POST POST DESCRIPTIONS TYP. .. 1Z 111 1Z 1Z lZ .' 1S 1~ 1~ , Aluminum MateriaJ GaQe (11'1) 0.024 0.024 0.032 0.036 0.040 0.040 ABC 0 E F Footer DesIg~ 114 5/16" 5116" "14 "4 sIlEr Size Uplift SMS BOlT BOlT SMS SMS BOlT' 00 d~~. * ~ ~ ~ ~ .~ .0 12' 100. " 1 ,. 1 1 1 o 13 127 1 1 1 1 1 1 o 14 159 1 1 1 1 1 1 E 15 195 2 1 1 1 1 1 E 16 237.2 1 1 1 1 1 E 17 284211221 E 16 338 3 1 1 2 2 1 E '9397311221 E 20 483321221 E ~ ~ 4 2 1 321 E 22 616 4 2 2 3 3 1 E Slab9Omoh 682 5 2 2 3 3 2 E 23 704522332 E 24.BOO 5 2 2 4 3 2 E Stab 110B 601 l5 2 2 4 3 2 .E 25 004 6 3 2 <II 4 2 E Slab 110C 973 6 3 2 4 4 2 E 26 1017 7 3 2 5 4 2 F V 1139 7 3 3 5 5 2 G ~ l~O B 4 3 e 5 2 G 29 1411 9 .. 3 6 6 3 G ~ 1~ ~ 4 3 7 6 3 "0 31 17~ ~ 5 4 6 7 3 G ~ 1~ ~ 5 4 8 7 3 H 33 208Onla64984 H 34' 2275 nla "6 5 nla 9 . 4 H 35 2481nfa75n1anla4 H 36 2700nfa75n1aola4 J 372931nJa86n1anla5 38 3175 nla B 6 nla nla 5 39 3433n1a 9 7 nlanla 6 40 3704 nla nla 7 nla nla, 6 41 3988 nJa n1a 8 nJa n1a 6 424288nJanJa8n/anla7 43 4OO1nJanla9 nJanJa 7 44 . - 4930 . n1a nJa nJa. nfa nJa' 8 ~ ~ nJa..~ nJa ..nJa ..L_. .46 '5633' 'n/a-" nJa nla n/a" nfa . 9" 476008n1anJanJan/anfa9 48 64OOnJanJanJanJanJa~ 49 6806 nla nfa nla nla nliI nla 50 1234 nJa nla nla n/a nla nfa FtI tener . enmnology #14 ~ = #14 sheet meb.1 or SOS scew, 1f2" minimum length 5116" B = 5116" Diameter Bolt See Genenil Notes lor specifics 00 fasteners Minimum Post TYPe Required for _ stuclU... .l.NeLoad(psf) I. A A A A A A A A B B B B B B B B B C C C o o o E . . . . . 20 25 'A B A B B B B B B C B C B C C C C 0 C 0 C 0 o 0 o 0 o . . 0 E o E o E . . . . . . E . . . . . . . E . . F F G F G G G TabJe 10.1 A Twin.Q.032"x1:5"'x1S A.. CIo.oerO.024"la'x3'" Alum ..8 - O.02.4"Post.with.SideplatSs C CkNet 0......... ,..... '.... - Alum o Colonial 0,Q6Z' Extruded E D.041"x3"1a'SteelCtover F D.041"x3"x3" steel CIo.oer G D.188"x3"x3"SteelSquare ~ D.188"x4"x4M Steel Square J D.l88"lc5"'x5" Steel SQuare Table 10.2 AC .. L4, N.14, Z l11, N11, AH AE Ll1,Nl1.AH L11.N11,AH L21, N17, AG L21, N17, AG L21, N17, AG l21, N17, AG .. .. B B B C B C C 0 C 0 C '0 o . o . o . o . . E . . . . . . . . E. . . E . . . . . . . . E F E F . G F G G G G H G .H G H DETAIL I MAX POS7 HGHT 1 Ctearspan on this chart is the distance from the waD to the firstftM'd columns. 2 Hirti Kwlk Batt. D 114M diameter and 25" embedment ICBO ER-4627 or other anchol wi 550# shear 'IS wind and seismic loads. 3 Masonry anchots must hM a shearvatue of 250# tor WInci. or seiSmic loads. . . . .. 1/~lag screws musth8\ll821/4"-ofpenetrlltion into5t1lds.. These tag screws'must have an .1/rr lead hate. S AJJwalIconnectionsOYa~'at 110mph Exposure C wincl load. ..080 G 014 SMS ", 1 1 1 1 1 1 2 2 2 2 3 3 3 3 3 4 4 4 4 5 5 . . 7 8 8 . Na oJ. oJ. oJ. oJ. oJ. oJ. oJ. iVa'. oJ. oJ. oJ. oJ. oJ. oJ. .,080 H 5I1S" BOlT ... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 4 4 4 5 5 5 . .. 0- 7 7 . . . SteeI~fUlJ 0.041 0.041 I J .14 5116" SMS BOlT 6tl7 1152 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 t 2 1 2 1 3 1 3 1 3 2 3 2 4 2 4 2 4 2 5 2 5 2 5 3 . 3 8 3 7 3 7 3 . 4 . 4 . 4 oJ. 4 nJa -5 oJ. 5 . nla 5 Na .. oJ. . Na . oJ. 7 Table 10_4: Rewifa1 Number of Fasteners for Tension Loads Aluminum Gage fUl) .,038 K 5I1S" BOlT ." 1 1 1 1 1 1 1. 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 5 5 . . . 7 7 . . .. nJa" oJ. oJ. oJ. oJ. 0.062' L 014 SMS ,., 1 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 5 5 5 . . 7 .8 . 9 . oJ. oJ. oJ. Na oJ. oJ. ".n/a' oJ. oJa oJ. oJa 0_060 0.089 M N 5/18" 5116" BOLT BOlT .15 .1355 1 l' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 2 2 2 2 2 3 2 3 2 3 2 3 2 3 2 4 3 4 3 4 3 5 3 5 3 5 4 . 4 . 4 . 4 "7 5 7 5 . 5 8 . 8 . 0.100 o. #14 SMS "" 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 4 4 4 5 5 5 . .. 7 7 8 .. . - 'S' . oJ. oJ. oJ. ~FooterJ UpCdt Size (!tis) dfUl) 100 12 127 13 159 14 195 15 237 16 284 17 338 1. 397 1S 463 '" 538 21 616 22 682 Slab 704 23 800 24 601 Slob 904 25 S73 Slab 1017 26 1139 - 27 1270 28 1411 2S 1563 30 1724 31 1896 32 2080 33 2275 34 2481 35 2700 38 2931 37 3175 38 3433 39 3704 ~ 3968 41 4288 42 4601 43 4930 44 5273 .. 45 . 5633 .-: 46 800Il 47 8400 48 8808 4. 7234 50 TABLE 10.5: WAlL ATTACHMENTS FOR SOUD COVER STRUCTURES ANC 1 ANC 2 ANC 3 A.NC 4 Ole Ole OIC ClEAR # OF 114~ SPACING SPACING SPACING SPAN LAG SCREWS CONCRETE MASONRY FOR~Ol(T (Fl). PERSTUD@l6" ANCHORS ANCHORS 5MS SCReWS OJC SPAONG 24w 24" 8" 11' 1 21' 2 24w 24" 8" 11' 1 IT 2 2fT 2f1' 4~ '10' 1 1T 2 16" 18" 4" 8' 1 16'. 2 16" 16" 4M 13' .2 12" 12" .... 1Z 3 UVE LOAO {PSFl 1. 20 25 30 .. 00 1 Spacing between boIta and SCfIlWS shaiI be 25 times the shank' diamete, 2 The edge distance or bolts 8nd ~ &hall be 3 times the shank diameter 3 Connections shall be arranged 50 th2l: the center of resistance of the _~".., _~""' shall coinc:idewiththeresultant1ineofaction ot the load. rABLE 10.6: WAll ATTACHMENTS FOR LATnCECOVERS' ANC3 ANC4 ~ NO. OF #10 NO, OF 1/4". SCREWS LAG SCREWS PER RARER PER RAFTER @24wOlC 024~0IC ~IV. LhAD ~SFJ I ;10 I 20 25 30 40 00, ClEAR, . SPAN (FT) W1ND SPEEr MPH 90C lDOC l10C 120C l30C 120C 130C 130C l30C l30C 130C l30C 130C 130C 130C 21' 27' 11' 1~ 1~ V 13' 1~ T 11' 1T ~ IS 5' 111 2 3 2 3 4 2 3 4 2 3 5 3 . 3 . 2 I I I I I 2 3 2 3 2 3 4 3 2 4 TABLE 10.7 STUCCO ATTACHMENT TO WALL ALLOlNABLE DISTANCE TO FIRST RCMJ OF POSTS ~tS.oIc t :4" ~c Wind Speed (mph) and Expc$ure SO Exp C SO'&:p B SO ExP C 2(1,(j ._2(1-0" 16'.Z'" 2(1q- 15-8"~~ . 2(1-0'" 15~.-r',J-5'JZrn . 2l1.<J' 1"'''rC/C.\:'''lff.'1yr ~(>,., 2O'.fY' ;,'pl~'<(,-~,,":,H'&i?". ...~/U/_ 13'-10" I ,.g_(Z', j'-;':\'-'"S'-~~ ?\C,1 ~V1"-- ,. - /f.... It - J . -r:7 :..{" " / Q:;'/' 72580PE ' ~_~_l lM>'Snow Loatf(pstJ 10.. 20 25 30 '40 00 \, ~--. .' ! ",nEGn~' / 1 \.,rl ::;I...,. .;, f / "VI '-"_". ;. (-) -''.!.JI, ,-.(,,~,/ ~.';;:'_ <:'.'~t~2E/!f:ij r--""\ \ '. \ , (E i.PiR~.T!GN 2H~004 2i']'~t. -------Page34of34- - ]" 1 ~--->-, 1=lJ 041" -_ " <0 '- 00 >=l ---l._ @ HEADER (3004-H36 AlUM, Al.l.O'I) Wind Speed' 90 MPH t (in) Header 0.032 Double 2x6 0,042 0.042')(3.><8" 0.042 Double:3x8 0.032 Double 2x6 0.042 0.042")(3'><8" 0.042 Double 3x8 0.032 Double 2x6 0.042 0.042')(3'><8" 0.042 Iiouble 3x8 110 MPH 130 MPH I=O.024~ - OR - 0.032" .~.. - I~.- :., ;;,. '" ~ --l._ @ IW1ER '" SIDEPlATES . (3d04-H36 AlUM, ALLOY) USE T"'O '#14 DR 3 #B SCRE"'S FOR ATTACHING TO STEEL C BEAMS /1. / / .,(l , ,) MIN.- / k ~- .. 1/ - -ASTt.t A~65.J-Fy';'40 KSI @ STEEL CONNECTOR FOR WOOD POST CONNEcnON LATTICE TUBES 1.5.",L5. l!!:~ ole 2.",2"' 14- o/c ,I"...~ 3.",3" @6" o/c ~~ . @ lATTICE . . . (3105-H26 ALUM. AlLO~ .048 1" '1-- ~~-' -~:- ~POST '. (3105-H26 AlUM. AL1.O"r? ~'SX2"SIlSFOR11/2" 1ATllC(- , S , 2 1/2' fOR 2" lJmcE ., . , '-i.Im:E IWlIR @ lATTICE TO RAFTER CONN. 1/4" x "'" LAG SCREW' SEE TABLE 10,6 COLUMN ANC4 FOR QUANTITY &.rsG' _{ /.. ALUIl. EJOSlV<G /' ' "-'ffiR SI1OJCllIRE~ '-AlT. _ IlIHGERl ~ SIDIN U26R PER LeAO. IN:J'~ I E.S. EV. 11258 . ~TERNATE RAfTER TO WALL CONN. STUD~ _ ~ V,," lAG ,SCREVS. r" (2.114' OF", PENHRATIDN" . (NTD VALL STUD) ...-~ I { e :r J( :r tETAI.. aLUHN 1l.IJ(VITHTWe-x6L/2" ..........1lIX1lEH4 ~ SlIE'LATES. stIJ\M SlDEP\..ATE$ MY IE lJM['/lDl . ----:;ill .;. / . aLlICN ........"'-'-._ A$ ---Rml..IIREII BY PlAfotS / 3" . 3" MET"" aLLI4N l- TUJE\IIlllTWrlil'-Y .. H..l.IUJC..M lOX IENl _ I-- ,. S1DEPt.ATES. SHJVM. ....-: stDEPlATE$ MIIY IE ~ / [lqTTED all.l.Ml C<NOttf1lR AS ..- REQl11R[D JY PI..NIS -----..,; / e-t/4")("".;. .,~" ,~ o . ..- LAG SCAEv. tIG: [Jr4 p':: {0IATTACHED STRUCTURE POST ~TO ROOR JOIST SEE GENERAL NOTE "9 MAX WINDSPEEO IS 110 MPH f T .- 1 -- J --____3" )(8"'AL..l.f4 RAFTER BRAO<ET --11 e ---- y X 8~ ALLM HEAD(R -- .. Q'JTACHED SlRUcruRi: POST ~O DECKING .. " ~-~-~, . "'- '14 $ELF'-DRD..UN:i SCREW nPOST AlTERNATIVE FOR' ~SlA8 ATTACHMENT ONLY EXPOSURE C L- 1.92" FOR 2" X 6 1/2' lWlIRS L- 2.92" FOR ," X 8" RlfTERS . I 1 ' . '---it;' -:-,n SEE TABLE 10.6 FOR /: . .. REOUIRED FASTENERS "X 1: +--1-' '. sm . 1 1'tP:k ' 1" 'I- . m~ M' ~N 2-'SSIISOOtSllE~~ r "-;,. . -'. ....f .co.....'" .-y~- .J. ' 1/2" FOR 2 X RArTrRS 2 3/." FOR 3 X RArnRS ~3.00 I 0.72~1.56-;lO,72r !:-l 0.93 ~ 0.72 ~. 3 )0 G,29 ....,,"""" ,~ <4llpv$NJ\{~ \ . RAfTER NIllI2OM'H'lfDlII ,I'l .x TO lW"SM$ F'm AU. \:; ,. I DTKlI UMl>S, 'J" HEADER , 7 S CONNECTION \.i- .r J. BRACKETS t~' Y:;f ~~t~T6. 15/'6 ~ ' ~ ALLOY T=O.o60" lRICl<El USED 'III;J." X 6 1/2' RArnRS BRACXET usm -/3" X'S' RArTERS @ AUOYIable Trib Width . No. 0( 18 Scr~ 2 3 4 6 16' all an all 10' 15' an all aD aD aD aD 10' 16' an aD 7' 10' 14' aD 14' all aD aD 7' ii' aD an S' r 10' all 10'..alI aD all 2-5116. #1-307 IO..Tt" VITH STNGlMD VASHERS f - ~ =-rlJNBl~~':~ ""-1lEl:l<DG 0.72 I 72580PE ~. ~PiRATION DATE: 12/31/ Engineer's StOr"!'lP (6063-15 AI.1Al AllOY, T. 0.G601 @ RAFTER HANGER . , I , ,~ PUSOC . ~ :-~--=j "-'SIISIHIO BOX 5ECllON NOTE: US[ PlAStx:: ~ TO R1 1/2" DlA. ACCESS Ha.ES USED fH'.N .(rfACHlNG SW.S. IHIO NlG1HEIlllOX SECTIOII "/!l'1CH THE SIlS lfNGlH WGIJU) EXCfIO 2 , 2. @ PlASTlC PLUG DETAIL ALUM RAFTERS SEE SCHEDULE FOR SfZE AND SPAtiA TERNATE 2- 2")( 6 1/2" HEADERS IN PLXE OF 3")( 8" HEADER WITH POST .~,. $.ID.~LA~' ?3"X 3" POST G AlTERNATE DOUBLE 3" . 8" AND . ~ 2" . 6.5" HEADERS .~~~~~ . 5208 TENNYSON PARKWAY SUITE 100' PLANO, TEXAS 75024 _11m nMC;:I BEJ/CP ~ Component Parts & Connection Details .J NTS For Potio &: Commercial Lattice Structures 2/15/05 """LTOl-2003 I""'" 1 of 3 8 ALTERNATE 3" SQ. POST CONNECTOR BRACKET 5/16' BOLTS \1/ I' DIA. MAX DISTANCE TO FIRSt. ROWOF POSTS '"L- (606.}- T6 ALUlA. ALLOY) " 3/32" rHK. STL. \lASHER U"" RAFTER EAVE OVERHANG TO B' STEEL 'C" BEAH Load SIZE 12" 18"' 24" 3Il" 36" 5.5" '/ SEE TABLE 10.4 COLUHN 'N' .- 2x4 17'-'. 9'-a" 5'-6" 2'-6" rt-2" FOR QUANTITY . 2.l<1l 22'-(1' 22'-(1' 19'-6" 13'-8" 9'-6' - 1.575- - 2,3'" - ____ FOR #14 SELF DRILLING 2x8 22'-(1' 22'-(1' . 22'-0- '22'-<:1" 22'-0- ~ '. SCRE\lS }~E TABLE 10,4 -- 2upsf 2" 8'-e . 4'-9" 2',8'" ".3- rt-l" . .' . '. ,.... COLUHNO. FOR. WAXfWUU -, "'- 2x6 17',2" 14'-7 9'-8" 6'-10'" 4'-9" O'l00r 0YERfWlG SEE - I 2x8 22'-(1' 22'-(1' 19',10- 14'-10- 11'-8" SCli!DIll 0 _ 25psf 2x4 6",9" 3',g- 2'-,. [1-11]' rt-11' 0.750" @ALTERNATE EAVE ATTACHMENT 2.l<1l 13'..s" 11'-3" 7'-8" S--1' 3'-8" . + I 2x8 19'-2" 18'...." 1S-9" 11'-10" 9'-1. 2.5" I ptr~ 30psf 2.. 5'-8" 3'-0" 1'-8" 0'-4" rt-l7' ADD TIJO CONNECTOR 2x8 11"1' 9'-2" 6',1' 4'-'"' 2'-8" . J 0.750' 160 NAILs2. OR EOUAl 2x8 15'-9" 14'-1CT' 12',10- 9'-6' 1'~1. .060 -J - ~6' BOLTS SEE TABLE 10,3 COLUHN @ EACH : 40psf 2x4 3'-10- '"-lrJ' INl' 11-(1' rt-l7' 'w RAFTER DR 2x6 7"-10" (f,T' 4',2" 2',7' 1'-4" TRUSS '. . 2x8 11'-4' 111-8" 9',3" 6',T' 4'-8" --S FOR QUANTITY . 1/2' FASCIA RAFTER OR TRUSS __ ~ DR 114 SELF DRILLING SCRE\lS . - 110 SCl9S. n,o. l1G 60psf 2.. 2',3" 0'-10" 11-(1' 11-0' 0'-0" 0.041,,3'x3' STEEL POST : SEE TABLE 10.3 COLUHN 'G" DETAIL "A" ar CONNECTOR - nI'tC.oL 2x6 4'-B" 3'-10" 2'-2" "-0" 0'-'" ! . FOR QUANTITY . 2x8 7'-(1' 6',2" 5',3" 3'-8" 2'-3" , DET~L 3" X S" - 1. FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X S" X 12 or 14'GA. 'c' BEAM HEADER CONNECTIONS o HEADER SPUCE OETNL .......1t:IOO< SPla wsr 9f . . / COOFRED ON POST '2-'~'SllS . .. , 001 sa' . rxr 0 . 2- 2"X' 1/2" SOO'IA1[S.., to,.~"X 3" ONE fA(){ st( Of c.-. POST OOW~ . ___ . . -l.--3")( e"X 12, 14 OR . . 16 GA "e BEAM 3")( e" BOX"__ BEAM WRAP Seal ..Itil ~~ntty fhhdbteo .. WQt~pr1Jof sealant .........--- / ~ -~, 2' x 4' Stud ~ I 1.00'Min. ~1/~' Lo.gScrew . @ 3" X 12"~ 12 f;iA. STL. 'C' BEAM , '-- WRAP W!3 X B ' ALUM. BOX BEAM - -~Ii~III1""~'"I1II1I..I.J.JJJ;Il'_Wll ~ -3,00". 4.00~ 5.00" OR 6.00' 3.5' HIN __ ATTACH LATTICE COVER AS PER L7 r . 3.00", 4.00" 5,00- OR 6.00" COMpletely Seal with ~per""QnentIY flexible to ~ waterproof seolant 1.00'Mln. I ,. - 4J.lIIll/ll/jl/l/llIl.I.l1lJW11U.L1 3~S' NnI,,"," .1 penetrO,tlon "- \. Synthetic Stucco.or . ~.' ~ o1her non-stl"'UCtUroJ coverrg :/ ----:-' (~. 1'tO.x. tt:"d<> . ______ Shea t....g SEE ALLO....ABLE. DISTANCE TO FIRST RffiJ OF POSTS IN TABLE 10.7 0.188" _ lYP.- - ~ " L G 3", 4"~ 5" OR 6" .'e:JJ STEEL POST . ':. Fy=36 KSI '~'. QL22 srucco ATIAOillENT ocr.... ~WI1H UDGER 0CWl0 ~-#14 SM~< /~ ;; 0 YA'~ /~~J' --r' ,,1" ;/ -1' 1" /'< ;>( '06'0 ~~ _ -,-". '. ~~y' .+ @ . ." ..'''', ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063- T6 ALUM: ALLOY) 6" . ,.....3" X 8" BOX 'I' BEAM HEADER . ALUM. ''H'' ~ BRACKET . ) I ~;Xsl' ALUM. . ~-' ~ '. ~Amerimax W BlILDINC PRODOCl'S, INC. 5208 TENNYSON PARKWAY SUITE 100 . PlANO. TEXAS 7502.4 Engineer's Stomp -~ -- .: ---- BEJ/CP ~ NTS ~ 2/15/05 . Com~onent Parts &: Connection Details For Potio &: Commercial lattice Structures ,"""LT02-2003 '''''''2 of 3 65/8" o -21/8"- .0.024"_ -. ~ ... r 0.024'. I I -21/8"- ~ 3' --' -0.ll24' I . -~ n ~'~'~n o ALTERNATIVE' l . / 3'- ~ ...., """"" <3105-H26 ALUM. ALLOY) 2" x 6.5" SIDEPLA TES <3004-H36 ALUM. ALLOY) 6 S/8" - T+i 3")( 3" ~~")( 6 '/2" POST ~ _ I SIDEPLATES rALUM, FOOTING I" BRACKET -tt l~~'-i .. .......... .It . .......... ...... SLAB OR' FOO NG IVI~X "L" FOR BOTTOM MOUNT Wind Load, 16" o/ef'24~~o/c ..~O".''ph Ex~..B 13'-5" 7'.7" . ...,90.,m.,,,.h.,Ex.~..C S'-3" 4'-1" ..~1.~".'..".h.Ex-'.'J;l 9'-S" S'-8" 110mph Exp C 4',5" 3'-9" 1=- '-3;'6" ASTM AJ6 STEEL 8" BRACKET is t.es. ~IDE .L~ AlUU\Y. 2X8Ul'JCER8OtUIO(!SPf) RAFTER tWGER ,nl.1,5" - T[I' 'll)o3.S__ I :t TOP OR BOTTOH MOUNT BRACKET ~<<;F~. '- ,,, ~ ./ -t' 1 07;1' ~ ~?' <;i> ~ ALUMINUM BRACKET .FOR ~,CONNECTIONG POST TO FOOTING DR SLAB (6063-T6 ALUM ALLOY) 3/16" ASTM '-36 STEEL BRACKET ," SPACING BEIWEEN SCREV/S SPLICE. FOR ATTACHED UNITS ":: @ EAVE ATTACHMENT EAVE OVERHANG .AND 'L' MUST ALSO COMPLY VITH DETAIL Ll7 FOUR SD SCREVS EACH SIDE UP TO 110 HPH EXP C TVO 5/16" BOLTS FllR 90 HPH EXP C 110 HPH EXP B ON SLAB ' THREE 5/16' BOLTS FOR 110 HPH EXP C ANO FODTlNGS > d=26' 4- 114 Sl.tS EACH SlOE . ,{'. . . y~ -+- ... 3"X 8" ALUM, HEADrn::f/ " -+- ~ '- 2"X61/2"~.024" 1--+-1 ,~ ALUM. SIDEPlA1E~ I ~ r,':J . *1~+ .094' --11-- I . - ~2,2S&.- 11.0- '114 x 3/4" TEK_I --+ + + TW~HD..T1K\IIK BCLT II \/1 2.5. EM1lEDHENT 3"x a" HEADER CONNECTION -+-.., " '-FOUR- 114 SMS EACH SIDE, SPACED EVENLY -+- k.o'- @ I~- }\11TH SIDFPI ATES 3" ALTERNATE POST CONN. BRACKETS (STEEL A-653 Fya40.000 PSI) MAX ~.'L" FOR TOP OR SIDE MOUNT Live! TRUSS/RAFTER @ Snow ole SPACING L29 Load 16" ole 24ao/e ALTERNATE 10 21'-6"" 14'-4" FOOTING TO . 20 11'-3'" 7''''' POST 25 10'~" 7'-7:' ~~~fCTloN12' t,1IN '30 .9',ll": 6'-lT.'c".. -. '-.., .:":. 40 6"'lO"A-('~t 'RO/;','-., 60 ' -'<-~'~.".. -'-"- <.0',.:', 4-7'" r."\3-O':,r' NEc::--... U/,....> i ~~ A'r:-, ". -1.,:/~)',_/(/...":I"\ ALU" I ;;!/' '\ "'7.', RAFfEl!. ~ . 72580PE \2:':": ". STEEL POST --..... \ Ii, ~REl,{f~ (SEE N<lTE 6El.DW) I!&~ - - / !l>v .., . 1/2.... STEEL . ~ .: r 8AR-12~ LONG :<1/' CENIDlE, 0 ON . .' '. COLUMN. _-.4-. . .: '( 'j' , ~. lit> . <i . "': \7..l>.. '. :<1 'l> , ~, ,I.. 2, I r \71' .. . .' -:.t>.... .. . . . 'I".. <I' 12" -' . 1>" ". <I' L ......_'.........:. F'OOllNG r"' r \ \J' ~.REGON.;~/ . J .~.~'-!::.{l'.c; ?'::;>','~ / "',>, "__.-.0:.. /._'.<' , ; ( !'i.. [" ~ \-"\. ,'" --...... \,. ,., -"-~":'~:-:.:' - .IT vPIRAT"~'" ~u-;;:~~~-''):'11 i 1\ !VI\) r..: L ,....,.... - ------- Engineers Stamp = USE 1 - 1/2".. STEa BAR FOR FOOTtNGS UP TO 36: CUBE.. USE 2 - 1/2: .. BARS FOR fOOTlHGS UP TO ~. = AND 3 - 1/2 . BARS fOR FOOTINGS UP TO LEDGER BOARD SIDE HoUNT BRACKET '~Amerimax 5208 TENNYSON PARKWAY fJj!!~ SUm: 100 . . . BlJlLDINGPllOIJOCTS,INC. PlANO. TEXAS 75024 . fiiiiiiir"" I~ . , BEJ/CP - ~ NTS ComQOnent Ports &: COnnection Details . For Potio & Commercial Lattice Structures. .2"/15/05 """LT03-2003 1~'3 of 3 - 750"- " ,291"1 -,375" -_....L ~ _ . rr #1 SMS 6" O.C. FOR ~ .' 6" & 12" PANELS - 9" O.C. FOR 18" PANEL' ... 1.0" - i' 5.406" (STRUCTURAL PAN ~=;:: 6", 12" OR 18" WIOE .079':...- - 2.725" . j' I .' ~079" , rl09" t - 4.00" .~ #10 SMS @ 6",12" OR 9" O,C. FOR 6",12", & 18" PANELS . 0.67' - if . r-0.09' . . I . --'='" ' . . ";~O,3B' ~ (54' ==..........--. STABuZER a.Jp 0.50' 5.75' <-- 0.63' ---t I 2.17' I I 2.31' I 4.00' .115 GAUGE TYPICAL. @CLASSIC F A.SCIA . "vi / ST ABLIZER CLIP (6105-T5 Alum. Alloy) ~ALASKAN HEADER . . (6061.,-T6 ALUM. ALLOY) 2" x 6.5' Rafter \ / ~. "'-- , - \ Rafter~a5 , . '.@NE"vIPORT / f"ASCJA FROM Nt. N2, N4 OR NI0 -1 / Structural PO-nel " .If ~ 0.1345 ~ t- 1.7188 I I 0.23~' -ll-r 0,0356 ~ --,- 't . .,. ,1.'8532,1 ' 'fN6\ STABIUZER CUP fOR EXTRUDED ~ HEADER 'NZ' (6063- T6 AlUM. ALLOY) J t' 1 " -e- O:04~ x 3'.x 8' ,; / HeQd~r / Post ,; ~. FASCIA BEAM DETAIL ~ R; 0,2' 0.95'~ R;.IZS' 0,92'- .~ R;,125' ., R= 0,15.....:-- - 3.0" -Jr ,167" ---ll-- &t . t I.!... 6.00 - 6" FIAT PAN .. C@)6'~ STRUCTURAL PANEL (3004-H36 ALUM. ALLOY) - . t _ 1.50' _ ,1.L - FOR 3 1/2' 2.00' . J PANElS _ 0.036', '. . " . . I . T'IP.. 2.00 ~ FOR 2 1/2 - ...:...J.... _ ---L PANElS 6,50' - .5' f- NON-STRUCTURAL 2,50' SlOE FASCl'. IS NOWINAL .018" IN THICKNESS, -.325" -j 1.00' r- ,1_ I 2.00' I 2'r r 0.16' - ~ " -/.67" I::-t . -j.67" I- ~ 1.66 ~6 1/2" ROLLFORMED HEADER . . (J004-H36 . ALUM, AlLOY) Rl<JR '" SO SCREWS ...... SItE: lIP.TO 110 UPH EXP C 1'eJ/~~~,":~80~lR~ ./ EXP C AHO FOOrtlGS GREATER nwI d:26~ / ,-/' ~" -I ~ 3'X 3" - :1;UZ"X 6 1/2" / . l' ./..} 1''-/: POST ;, < _ "SIDEPLATES ~./ J-' . r-AlUM. FOOTING ~~x '. 1-,~~iKf;8"X31/2"H , ~ USE ONLY ON SlAB SEE 'NOTE' I, . 'l-~' . . . .. 'f0' .,:. "'. .. OR d=Z6' roOTER "'~"--_..-.....~ " ,..,.,.., OR SMAU..ER AT RIGHT '::.:'.:>.' >nPRf)c~,.','>' ;...,.......'.. . .<\:.y,'i:.- '. c, ':',5' . SlAB OR FOOTING . c:\~~"'C/:. . . ,cS/\:-'" > -'iy 0'1:.: @ BRACKET FOR CONNECTING 1IQ::' I . '2580PE >, POST TO SLAB OR FOOTING U-'.J' I '(6063-T6 ALUM ALLOY) . . . . ~~ V OREGON (~;-:, . (\ ~u!..'_ nC,C:;} ~ . , . -1-c~\r 1ft. M. P\.f\~ . t~XPIRATION DJlJE 12/31/ Engineer's Stomp ~! -enmax" 5208 TENNYsoN PARKWAY W;UU SUITE 100 . .' . . . 8UUJING PRODUCTS, 1NC.i'UN0. TEXAS 75OZ4 . """ .l~r,j/cp NTS .-:- ..:t:omponent t"'orts &: l,;onnection Uetoils for Newport Potio Structures '''''NPDI-2003 I......' 1 of 4 ~ . I': ' . SEE DErAIL 'N26' I - -.062 "FOR EXTRUDED . "~R=.375 HANGER WI A-RAIL 1.187 . I . . L- . . '. .. - - '1,.:.,437" . G A-RAIL . V (6D63-T6 AlU~. ALLOY) . 2'/15/05 - 2.SSI- ( '> In I C L COVER PANEL , 1.37 I -1.33 r.--.7~ .33 r ! . ~ . l--) ~~ -l - .13 ;t .- 1 r17 ~"" I .33 ~ ~ .08 t t (IN)= 0.040 (ALUM) = 0.041 (STEEL) JjQE; POSTS WAY BE TRIMMED w/FLEX ALUM. fACING, . 8 3' ALTERNATE POST N 11 (3004-H36 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) - 2.1/8', --=1- . I o.02:"H '. . 6 5/8" 3" I 121/8', - -~~ 0,641 " MAX "L"FOR TOP OR SIDE MOUNT . livel TRUSS/RAFTER Snow O/C SPACING Load 16" ole 24"o/e . . 10 21'_6" 14'-4" 20 11'-3" 7'-6" 25 .10'.9" 7'-2" 30 9'..0" 6'..()" 40 6',10" 4'-6" 60 4'-7" 3'-0" . 0:02.' 1.37 ~ ~-I 2.000 I 4.656 ,1,000 - 0.0750 .. 7.SS" 3'- e ~ (3''''-H26 .L.... ALum N 16 / ' 2'~:'6:~:::: (3004-H36 ALUM. ALLCY) \12, 14116 GA Q 0,5' TYP, I a, N,9 STEEL "C"- CHANNEL HEADER V (STEEL A-653 fy=40 KSI) 4.043 Q CALIFORNIA FASCIA V (ALUM 6063 T6) . .' SIDEPLATE CONNECTION' DETAIL 34 )(.r METAL CD..UHN '" _ TUBE VITH TW 24 X 6 1/2. "l L ':"'" ALlJHIP4JH BOX BEAM '- 3" If 3" METAL aJL..l.MI _ ~ 7 SfDEPLATES. SHOVN. SF'F' N"Irr lq lUJE vtTH TW l!" Jl 6 lie- ~) SIDEPLATES HAY DE ~ SIOCI'LATES $lIMO, ,.- - CH1TTE:D _' . tlDEPLATCS IIAY IE: . . . ca..UHN C~NECTOR ~ ". _..= ~ atM. . ",...- REQUIRED BY PLANS' /' 2-1/-4" )( ." EMBEDMENT / CCIl.l.M4 COKCTOR AS LAG $CRE\I. ONE ON """-REClJIRED IY PlNolS' o ....- EADi SJIE or CB.l.MH. /" O --" (54 E...~.....:.... REO'D - . TW ':1M" A-307 J[LTS __ ~ FOR 110 HPH EXP C> 0 _ VITH fiT~ VAS!<<JtS rf 0 /' ~~~~~~ I ,... ~ ( )( ,_.~- ,,) ~TTACHED ST;:::~:OCR':"Q~~A~E~E~N~TR~C~:E POST"'" TO FLOOR JOIST V EXISTING [AVE STRUCTURAL PANEL 8 ALTERNATIVE EAVE ATTACHMENT , MAX"L" FOR BOTTOM MOUNT. .... -'"' ..' 'Wind Lo~d '16" o/~24"~/e - .c"", - . .""'~. EA VE OV,ElHAo,j(J'AND,'1'!-~ (MUST ALSO ~_~l;Y;~!~;'~fJ~t;,~,~)~ . '" "-..'.0'<,,,\'" _ ~,:,",., '-~::\ (C"""/."",, .' < """ J;;~' . ('".1 ',-.--> (Q'-f 7')5>~OPE \'(" .....~.j . 1-. '.. _ , TOP OR BOTTOM MOUNT BRACKET 90 mph Exp B 13'-5" 7'-7" 90 mph Exp C 5'-3" 4'.1" 110 mph Exp B 9'-5" 5',S" .' 110mphExpC 4'..s'~ 3'..9" - '.00' .:...-j 0,024' OR 0.040' TYP, 'POST~STEEL ANGLES . ' ,..~,.,.....,L 3 1/2' CONG. SLAB 'j....;. ~. '~.4 .:.iF !..:-: ;,...... '. . .' . I ' ....,.. .... .''-:-- FOOTING UNDER ~ ........ ..... '.' SLAB ----r:---- .:.. :...:....: ....~ ..HQl[; . . .... -.,:.Ia.:-"'.: . .:.. ANCHORS UUST GO THRU SlAB ~ , AND BE E118alOEO INTO . FOOTlNG A WINIWUW OF' 6' G, . POST CONNECTION DETAIL FOR V SLAB & FOOTING ATTACHMENT I 3,00' I R:,0937, / .TYP. Q3's3uARE POST ~5-H26 ALUM. ALLOY) ._-"\ . i ? , \ "PCD"i'" , \\ .... "'\.~v'i .:~-'. ; '-- OJ .--.,~.:>.- /~,,'j '~/'" _. S208 TENNYSON PARKWA.Y ',\, ',., ..<( " 1 <, ?';/ ...;.,'./ .t\..lUenmax. SUITE 100 " ", '-", ~.....:.:.,-,. " ,,~'.,. / . BUl.DINCPRODUCI'S INC. PIANO, TEXAS 75024 "<:::'_~'~.:.T~';'>/ .. '"'iiE7/cp ,.... '. .' -.: t;omponent t-'ort5 &: Connection Details for Newport Patio Structures """NP02-2003 I""'" 2 of 4 0.188' TYP.- 3" 4- 5- OR 6~ , 8 I - 3', 4', 5' DR 6,1- C. 'C'lf.:". :\-,- .,-\~;-:':~,-\~-:_---~-::--':::T----:- '7 NTS L;\' d of.. .u,J ljt"\. c.'. I ---'-'-En9ineer~s'-Stamp----- lMlI:: 2/15/05 STEEL POST Fy=36 KSI . . DETAIL "A"~ ~ T'NO ~ 1Get .... SI.lPSOH AJ4 COttETOR IN.SOD..RlftER0R1JIJ5S2' OREllu.IL . RAf'TD{ OR TRUSS 1-110 SCRDlS, 3 E:1Ql1.B; ;.' 1/7'fASCM, orCXltOEC'Ttll:-~ . sa: DErAIl /DETAIL 'A' 'A'ORIGIIT~. '. ~A p~~ ,fl 1/2" L \7. FASaA !n TNM 10.5 J r~ MAX!UUU . ~ ~ ::- fOfl: fASTDlER 'OVERHANG SEE I """"'" SCHEDulE 0 RIGIIT @ .ALTERNATE EAVE ATTACHMENT r . COpsf 6Dpst ..... .... lOp" IMAX D1STAIrlCE TO FIRST ROW OF POSTS,,,: RAFTER EAVE OVERHANG SIZE .~.12" tr 24" 30'" 3r' ZX4 tT.," 9'..e" 6'-e Z-e' g-r 2x6 Z'Z.(J" 22'-0" 19'-6" 1:r..tr 9'--6" 1x8 2Z-cr 27-0" 27-0" 2Z.{1' 22'-0" "" I 8'-6'" C'.9'" 'Z..f1' "-3'" 0'-'" 1d 11'-2" '4'.2" 9'-8" G'~10'" "-9'" 2xI 22'.0'" 22'-0" 19'-10" '4'.10" It'~ ... I 6'-9'" 3'-9" 2'-'.' 0'-10" O'.q' b& .13'-8" 11'.3" r-e- 5'-4" 3'-f1' 2xI 19'-2'" 18'-4" 15"-9" 11'.10" 9'.," "" I 5'-6'" 3'-0" 1'~ 0'....... rt-o" !xl 11'.,,, '-2" 6'-1" .'.," 2'..g' hi 15'-9" 14'-10" 12'-10" 9'-6" 1'.," "" /3"'0" ".10" 0'-8" tr..Q" 0'-0" 2x1 7'-10'" 6'-7" C'-2" Z.7"' ,..... bI 11'''''' 10'-tr 9'-3" .6'-r" 4'-6" "" ., 2'-3'" .0'-10" a-O" a4J" 0'-0" ZXf 4'-8" 3'.10" 7'-2" 1'-0" 0'-," 2x8 T-fr 6"-2" 5".J" 3'-8" 2'.3~ - "psi' ""psi' ~ 0 IUImlG ^6.0.c.Rlll6"l\\NElS J 6"0~, FOR Il"PANElS f "o.c.FOflIS"PANElS 6.50' ,",12" 00 18" WIDE S1IlIJCIl.IW. PAHElS ~ 2X 6 1/2' AlUM. ~ l, t ~ ''-4- 114 SIIs.L fACH SIDE . /; 2.2")( 6 1/2. AlUW. ' S10EPlA~ . '. 1 2 ~ 7' 4~ 114 SIIS 'OC.H_ J. SIDE OF COWWN ... J")( J" AlUW~ 1!. COWMN J"X 3' AlUIt, .COLUIIN ~!-- r 0.""'. I TIP. - ~. ~3.00'- . @ROllfORMEO HEADER 'N4' CONN, . DE[ AILS TO STRUCTURAl PANELS ---~ , '10 x 2" SIlS ~EE TABU: 10,5 "0 SIIS 0 Fou.ow fOR SPAClNG IG SPJlCING: . - . .. . 6'; O.C. fOR 6. PANElS " ,. . 1 O.c. FOR 12. PAIIElS ;:8. 1.50A9i O,C. FOR 18' PANElS d . ~ -It'-l I . , " A-RAlL-SEE toa.062- . 2.~ OET~L'N7' -I ~:' 1 . ...,...~~.. ~ -1.5O"~ . NZ6 om HANGER . (6063-T6 AlUw. Al.LO'11 - . WITH Sln>PI.AIES ~ DOUBLE Z" X 6 l/Z" ~ HEADER CONNECTION SlRUCTURAI. PANEL!' /. ro,~~25'1. . I ~.t ~ . ~ f-"'"'SII TAIllE 105. . . 2.5/)" '/ ' ~"10 SIIS 0 fOUOW-'""-,. OR 3.50" / / I<<: SPACI<<>: ~ '- . 6" o.c. FOR s" PAND..S I ~' 12"O,C.RlR 12."""" /_-- , / . I NOTE: HLn I<B-I NUiOR / -1.50'-lBWS PER 1:00 E.S. . .tv 14621 GROllfORMED HANGER V(3004-H36 AlUM, AlLOY) +- 3' , 8',AlUIt\, ~r,-~I~IDF ),. ,+ 114 SIIS I 00i SIDE 24. o/e .t I l --~-- ~ ,\\11TH SlnFPI A~ . 2', 6 1/2 , .024 . AlUW, SlDEPlATE I 3")(8"AlUII'~ · 2")( 6 1/2")( .024. AlUII. SIOEPlA~ I Q.3" x S" HEADER ~ CONNECTION / ... 4- 114 SIIS 00i SIDE 1":J ' r~r-1 I . =r= =t=,~"i -.~5j I lUll 114 l( 3/". 1E"_ - "'/- + + -e.oJ . . . t J" ALTEftN,f.TE POST CONN. BRACKETS (STEEl A-45J fy-40.000 PSI) OUBLE 2", 6.5" or .3"x S," . HEADERS IN PLACE OF 3")( S" HEADER WITH POST & SIDEPLATES ~.3"X .3" POST QNZ5 DOUBLE Z" x 6 .5" HEADERS. '. 'Yor DOUBLE 3"J..~S . ";;:'<.f) PRn.c;:>"'" .... .. . ' ,~s~q\Nt:~0~" ,~01 , 'r '\~ . , ~'iJ / L j bUt-' t. \!:,. :~\~'J OREGON 'OJ, 7 C' U(h. ~\)> ~ .' -1'9/ ~-<~'?' #'&). . <.. M, pIJ \ t)1!'!t\merimax . BlILDlNG PRODUCT6, ING. jB~icp' - ~ .: . NTS ,'1. D G" TERNATE-DECORATIVE ~ASCIA ffilM . 5208 TENNYSON PARkWAY SUITE 100 PlANO.. TtXAS 75024 .. :XPIR.IITION DIITE 12/31/ Engineer's Stomp -= Component Ports &: Connection Details for Newport Potio Structures -NP03-Z003 1""""3 of 4 i/15/05 STEEl POST ----" -. -folllOlTlONAL 1/2' · ------. -,,-- BAAS AS RfQUlRID " (5[[ NOTE BElOW) "2'~ ,A 1>- 11c>~,"~ _llWEH1 '.<1, .Q: / lA'., '''1 . ~" '..ti,,'l>t,i ......;7.. .' ~.:'.. - =-, :<1 .AI . .:. . . OOUN" . '.:..:...:...c' ,A '. . . 1\7< ~ I I <1 .1....: '--l ,t>lr<:j L \"..",~,c. fOOTING . I 3" =. 1=0041" . 8 .llllIE; USE 1 - 1/2. . STEEl. BAR roR FOOTINGS UP TO J6- CUBE. USE 2 - 1/2~ III BARS fOR FOOT1NGS UP TO 46. 'CUBE AND J - 1/2" II ~ FOR fOOTINGS UP TO 52- CUBE. G AlTERNATE FREESTANDING STRUCTURE COLUMN '(Y TO FOOTING CONNECTION DETAIL HEADER (3004-H36 AlUM. AlLOY) ,Seal wfth p.rl"lO.ncmtly ". ~ . . ~ "; ~e-a1:~~ L waterProof' . ./ _I 2' I( 6' Ledg.,.. Boo.rd r Att~ pa.tio covflr/ 2" x 4" Stud .-.! I I l~ttlce p~,. detal 1.00'MIn. . ,,<tI.llll1ll1l1l1fllllllll,.uuJl1lillLI -Fl I ~ 1/." Lng Sc..... 3.5" HIN __ ATTACH PATIO COVER AS PER N26 DR N27 .,<tI.fllllllll,IIIIIIIWJJ,I1I1I1I1i1 3.25. rW-lIrlll'l pene-tro.tlon COPlpletely Seal with ~perMQnentlY flexible &. tIT wo.terproof seo.lo.nt 1.00'Mln. I "- '- Synthetk: Stucco Of" . . ~ __ ~' other non-structurol coverhg .-/ L' 0' MX. thk:ic> . ~ She~tt*\g . . ' '. SEE ALLDVABLE DISTANCE TO nRST ReV OF POSTS IN TABLE' 10.7 . "")" QSTIJCCO AITAOlWENT DETAIL". . V'MTH LEDGER BOAAD l~,~. - -.l:- r'l, ~ -c- Ah.ll'I. Brocket . n ~~~-;:; l4ttlce or <n.60"\". .'/1. 'SoI1dP....,'7' ..i~SMS . 1 1 ~l"~ 3' . ... ...._., ;:;. 3' . ~, ....d.' '2 . <no.2', (I. I 2" , ,.L...l '-2" 6" Side Pl.~ .,. ~"..f I I I I I I 3'><3' POST -- --r I' I I I I , I. / 0.0';2'.3"><8" HfAOER ~ . ~. Allm. Bra.ck.t _ ~ ~ -'SMS '1. FOUR 114 SDS EACH'.S~ '. . \ ~..... /< .>~t/ 3" ~-f1" ;(~ -f1" __~ 3" --r/~-f 1" , , J \' t. D I R 0 F,:-- ~/ --:;;'80-""':" -1- /' --8 e ---~~~~lM (~~~~0/~>'~y\ _+_ -- 8 ~ 72580PE '(- , ~ fOUR #14 SOS EACH SIDE I .- ~. . . ~UMINUM 'H' BRACKET FOR -I....... - ~ ~ ~ CONNECTING POST TO HEADER . '-... SELF-DR1LL1NG ' . . . .' (6063- T6 ALUM, ALLOY) QPOST AlTERNATIVE FOR </ OREGON ~") .' ~SlAB ATTACHt.4ENT ONLY ~Vl.. y '2.",,,, ~ . . .. -1 15 ~ .~ . '. . . 0'1.. fvJ, p0\~ .. .~~~~ " '" " 1=0.024" , OR 0.032" :" ,. on <0 ... SM~_J/ T 3"' )( 0- H~Qder 11--/ <D.042-) 3.x.J" POST-- 2x6.S'" SIDEPLATE -< ~ - <Xl @ -~- RAFTER '" SIOEPLATES (300.-H36 AlUM. AlLOY) 8 ALTERNATIVE SPLICE FOR ATTACHED UNITS 1/"- lAG SCRE\IS -(2 114' []f'" PENETRATION INTO VALL STUD) ~ c:- ~. srUD---... ~ ..._ -I- ~/e .0. ... 1 ..."... J -- 1 ----.:...~ x B" ALUM RAFTER BRACKET .IE~PIRATION DATE 12t,;TVl I Engineer's Stamp . c-.. om j ~EJ/CP NrS ....... 2/15/05 - 6" . .--3" X 8" BOX 'J' BEAI.1 HEADER IS-AlUMINUM "W ~ ~_ BRACKET 3")( 3" ALUMINUM POST ". S208 TENNYSON PARKWAY SUITE 100 PlANO"TEXAs 75024 ~Component Ports &: Connection Details . for Newport Potio Structures """NP04-2003 1~'4 of 4 .. '\.;:t~~5' ~ . ~I .--R=.1?5" , to,s' ( , 2,5(J t 0.92'-' ~ R=.125" . -,II" R= 0.15....... - 3.0" --i L ,161' --j~ ~7' 6.rt} 6' flAT PAN @ 6" STRUCTURAL PANEL (3004-H36 ALUM. ALLOY) . 561' ',i,- 8516' INSIDE -{ 't- 0,060' R= 0.08' lrrSIOE---->l . ~ 31'r'- · R= 0.10" .~. '0.125~1t'- .500 . TYP. 072:!..-" , - -r '- 3,090 ". R= 0,25' " . 1 750: . I R"= 0.20 . .:, 1 TYP. ""':- >. 3" 2r TYP, . Ja,?j, ~.25O,OO" 6.00' 6,1 12,00 @ 3 1/2" X 12" STRUCTURAL PANEL <3004-H36 ALUM. ALLOY) ." .~. . ,I ,876' I t ,561' INSlOE '- I 1,450' It I~I .187' 1.6.')4" TYP. ,I 551/L -1,,1\1' I .516" . OUTSIOE~ -I [-1.903"-- . <... .450' . 'T 1$ r:<~ .11.131'- r I 2.464' 1.~14" I - 12.~"'" @ 12" STRUCTURAL PANEL (3004-H36 ALUM, ALLOY) r . -IS" j-SIX '.14 SDS '. f,5' TYP. i ON EACH SIDE OF' SPLICE -I I 0,- 0 0 G--r-O"' 0 CENTERLINE 6.SO" 1 I 5,5' 1-.1 00 .) o-Lo 0 5'- - - -,5" -J . -4'- --4"- ---:.. J' -.- 9' . 3 - 114 SMS ON . fACH SlOE Of SPUCE - SPUCE UNE /'" ROll . FORMEO . . - . HEADER ~ , ..", r~___'_ CD ROLlfORMED HEADER SPLICE (3004-H36 ALUM. ALLOY) ..< ~~T~.~~~i;~!i'?~: / ~." " . I"': '--2.s2.L;~:;(:. L f."'l:'~:~'~.~::\' ",! i " ';;. > '. .~.~ t'-1.50'- 2.00" . .. II ~.6' _.::r- ::~ 1/2" . 6.50"r - ,5'1- NON-SlRUClURAl. 2.50" SlOE FASCIA IS NOMiNAl .018' IN llilCKHES$, -.325" -j LOll' I- , ,t" - FOR 3 1/2' J PANElS _1_ t 2r r O'16~ . Cr . ~.67" Cl66, -j.67" f- @ 6 1/2" ROLLFORMED HEADER (3004-H36 ALUM. ALLOY) ~ -- . -0,6410 . 4,6560 1.000 -0,0750 t 2,000 ~ --... ~ '- . 4,0430 " @ CALIFORNIA FASCIA / : (6063-T6 ALUM. ALLOY) . .' ~Amerimax , l!J1;! BlILDlNG PRODucrs, INC. . 5208 TENNYSON PARKWAY SU1TE100 . PLANO, ITXA5 75024 EXFih::.. ~.::. _ ~:~:~"~:i2i~3-~ TBEJ/CP """' _m_._... ~"~"-"--'- loUlU:,: NTS" ~Component Ports &: Connection Details Engineer's Stomp ~15/05 "'''COOI-2003 1"''''' I of.9 0.67' - J-: I - 0;09' JlO SUS 0 12' O,C, --: ~ -- o:3rT'-STABIU2ER CUP ~ (54' 5.75' \;~~o.so, 0,63' --1t -,' I 2.17' 2.3" I I '4.00'- .115 GAUGE TYPICAl. @ CLASSIC FASCIA 1,.// STABLIZER CLIP (6061- T6 Alum. Alloy) - 750'- .291"l -'-,375" uJ... #10 SMS @ 6",12"' OR 9" O.C, FOR 6",12", & 18" PANELS #1 SMS 6" D.C. FOR, 6" & 12" PANELS - g" D.C. FOR 18" 'PANEL 1.0" ~ , 5.406" ' - CSTRU~TURAL PAN L "" 6", 12" OR 18" WIOE ,079"- -,079" 2,725" I r10g" t 4,00" (8). ALASKAN HEADER . (6061- T6 ALUM. ALLOY) ./:lQIE; HEADER SPUCE MUST BE LOCATED WITHIN 12" OF A POST. ~ 0,15" EXTRUDED HEADER SPUCE WITH TlGI-IT AT ~ V"S" INSIDE HEADER lYP, 5.406" [ I =:= B - 114 SMS f/ +'+ +IT 4' + . ++ ++ ..5"1-10' -j,5{Sl-= 10' -j.s--' 24' . . .no" . . {-- 8/ . M' m "~ e-. --,-): -~ I i f 8 - 114 SMS ~.250' R. 4.00' CD AlASKAN HEADER SPLICE . (6061-T6 ALUM. ALLOY) 0,08" EXTRUDED HEADER SPUCE WITH TIGHT AT INSIDE HEADER. "!~f 1/:- 1~ t. ',;;- ~~ 1 \ ~-i "~S! . , I .trolE; , . , F "g62" . SEE DETAIL BB -. " FOR EXfRUDED R=.375 HANGER W/ A-RAIL 1.187". . I . @ A-RAIL . -L- .. I . (6063-T6 AlUM. AlLOY) - 1;--.437" . , 0.215- I ~ ,:900"" #10 SMS @ 12" D.C. ..... -{' ~:m"1( [STABILIZER CLIP..., ~ ..' I ' J//1 SEE DETAIL 'AG'. ~dc~ 4- "4 'f- { . '. ". .... '. ~ ..;;; )#~l~EcMJAL~EYEACH ROOF 3 1/2" STRUCTURAL , ,...ID.L PANEL III . , ~ ~~oo".-f '{2'- ~ -1/2" -7 - 7"' '- -, 16" .. SPUCE DETAIL 1/2"-' @ STA8IUZER CUP FOR EXTRUDED HEADERS 'H' &: 'L' (6063- T6 AlUM. AlLOY) -1/2" @ 5 1/2' EXTRUOEDHEADER . (6061-T6 'ALUM. ALLOY) SPLICE. . &.. . ',"I~""'". "\"'\~' r _,I' 'FI" .,.... .. .'c-":~~ t\'~;i'~:/,~:;?~>, ;:- .........') ;1' t( \ ..... /.:) ~, 1/~. \ "C/~~/' r / '\~"~..\ '.;, - I _'_f,;:: { 72580PE \.\~^ i -=0-"-; 1........ .~ :-\ r 7 \ \ \'""""~FGO~J ./ ! . \t:>~::\: " ~ ""S?;;~/' . . "<': ,.:'-';" j\';;"< ntwAmerimax . ',.......-;-;..-- ~B\JILDINCP1IODucrs,1NC. 5208 .TEN~ PARKlVAY SUITE 100 . . PUNa TEXAS.' 75024 0,062. , .... ~ q '" , I ","' 3,00. {.' '~CD 5 112' EXTRUDED. HEADER (6061- T6 ALUM, ALLOY> , - I :XPIi~)'; -.~.;;'.' ':~~~:;~.~:;',:.:;:;!'~.- !BE'J/cP r~ ~~~..._._,_...._;_.___u_..,_ ::.uoLi:..: 19IIIIIE: NTS - Component Parts & Connection Details UO\I~ .' AU#: 2/15/05 C002-:2003 i Engineer's Stamp . 1,",:,'2 of 9 ( ~"I ,( -ill ~ I ~ uJ/ . '1.:., I v LcovER PANEl (}14 TEK #14 "'?h .,.." .~ . . 10.( a" V .8.0' I , , ">@7'x 4'r BEAM · (6061-T6 ALUM. ii 10;( 0" 9.654. -~ 7.0" . , " 6.0" -0.100" ! r SPLICE I .. c-. ---8- - e - --:-8:-:- t-'B~ - e c--:-,8- . I , I 3,0. DETAIL 'A' -tl 54" , (6105-T5 Alum, Alloy) @ 10" FULL -STRENGTH SPLICE DETAIL A;STM A. 653 Fy=36 KSI I "- 5/6" BOLTS w/ 1 5/16" WASHERS SEE DETAIL 'A' 0.17" 0.1~4;;-j1- I ~ II ~ 0.627" ( " 1.0"l 5,5' . -;-. ( -~R . PANEL #14 TEK - 0,14' II -:-'.09" TYP, 4,0" ij .~ HEADER ALLOY) ~ 1.0" -H-0.17" TYP. fl ~[O,l7" . T . ,@ 10' x5 112' r' BEAM' HEADER ~ . .' (6061-T6ALUM. ALLOY) . . .104 R.C-;;:.~ 5.490 . .3001 T~IO R. JlS/) R, TYP.----"" D4.~S01l.. J '-.120 R, ,,),740 . '00 THICK TYPICAL { -3.5",/ ( ~ ,~" #14 TEK 10.0" 6', -1" _ 0.90 TYP. .- :T 12 GA. 10" x 3 1/2" @ I:XPIRAT!ON DATE: 12/31/ Engineer's Stomp +IT I o CLAsSIC ALASKAN HEADER SPLICE (6061- T6 ALUM. ALLOY) .~ --=- 3.00" - II L COVER PANEL 1'L-~ #14 TEK 8.00' 12 GAUGE <0.105') ~14 GAUG. E <0.075") \ 16 GA~ <0.060') JJ 0.5" TYP. . ~ CD STEEL "C"- CHANNEL HEADER . . (STEEL A-653 Fy=50,OOO PSI) 7 ~Amerimax f!lY ~WJJINC PRODUCl'S, INC. 5208 TENNYSON PARKWAY SUITE 100 'PIANO, TEXAS 75024 fiiiiiiolR> riiiir 1 BEJ/CP 1 ~ NTS -: Component Ports & Connection Details 2/15/05 ""'COO3-2003 1:"'3 of 9 .- J IIJ 4~~" BEAM ill 0.09- 1=0.09" 1/2" Bolt. ./ r- 1 1/16" Washers 3"-1 _3':' I / - --&--e---B-LL~--E>-' -" ~ - -~ '-J~ - - --~~-~-- -~- -0.56' . " I 36" . I --- -;u _ _lL -pl ~ 0.31,J. I ::( -. ..-- ~~. --.--- ---- -€I 2:SS~ ~- 7,0" 1/2" Bolt. .j 1 1/16" Washers . , 4.10' ~"_4: , . 3.00' ~-~ J ., . . J . - -B--e----e-+~-__e-_E>_'- . J . . 1.0" 1-111 LO.12, 7" X 4" I':'BEAM SPLICE (6061 ~T6 ALUM, ALLOY) --H-O.it' J-fP 0.13,J I I 24", ~ @ 4" X. 3" ALUM. I-~EAM FULL STRENGTH SPLICE BOLT LAYOUT @ 7" X 4" ALUM. I-BEAM FULL STRENGTH SPLICE BOLT LAYOUT , 3.0r ~ 0.72~1.56~0.72- '. ::-J 0.93 r:: . I' .[' '). 0.72 '. ,-r .... '-.: -. .' 0.931.56 - -0.28 ---L -L (0.37--1 r- ~ ~ 0.72 , '. -l ~0.17 t . -0.56' - 3.1;'" --I . 1 0.024" 3.00. 1. j R=,0937 / ,w. -1.50"-j 3,)0 ---u=f=t ~ . J -- -- . ....,.. - : "' TEK" .. r-- ""Z '" .. ~- PR~' ,: . , . \!:./ 3 SQUARE POST, 0, \':D '. "'-':F ':::-...... - . (3105-H26ffi:<'~~tOY)T,~:-'0>_\ ,.- ...", . .... ,..... ,.r' '-.' .</ ... - -....."",./ \ c,.;:' ~,.(:.. ". - ....y ""\"'-1> '-(..j { '~ /~. ; Q- / -: 2580PE \ :-. 1 . L -- ;.~., @ 1,1/2" SQUARE POST \" .,.;-OREH~H'\:-,../ / (3105-H26 ALUM. ALLOY) '. " :',-:":<Y;~S::c/ , ~~~~~olfffx:O::O:KWAY ..' .' . t tSoR ! 0.032" :IYP, I, 4,10" . 2,lS' - -0.072' .' t = 0,041" -H-o.1I" _-W1 0.13,JI . " @ 3" X 3'. CLOVERLEAF HEADER (A-653 Fy=40 KSI STEEL) 3,00'0 7: 6) 4" X 3" AlUM. I-BEAM (~~~tJ~}!C.,_;\-~ ._.~~~: "j-~}~.:)1f -~ : BEJ/CP - '"'"' NTS ~ Engineer's Stomp '-' 2/15/05 - . . COmponent Ports & Connection Details .....(:004-2003 --.J...."4 of 9 . i . . J .75' fASCIA HDR.:::t- . !I 'f'18l !9J 'J-:2 5/16' BOlTS 1:S' Q r '-..... lQ ...... . . T I- ..2L . . -------"" ~ 2 5/16" eOLTS W/ I" IlIA. C-,- _ llP. ~ D' J/32" 1HK. SlL WASHER 1.5" G ~ ---- ~,0J2' , 1 1/2" SO. AlUM, l'i'I':'"' - --nECORATM ALlJIl, SCROllS .OR SOUD Au.. ,nO nR fin' ~ _(2) - 3/8"3 1/2" HIlTI i<I'lK ---:::?' r ANCHOR BOLTS -- ~ 2 5/16" BOLTS Olr (/0 ' "----aoTTDIl CONN. CIlANNEL -j 2.25" I-- 4.5" -l 2.25' - @ R<:lLLFORMED 2 POST CONNECTION W/ DECOR. SCROLL (3105-H26 AlUM. ALlOY) . - 3.000' /' I rL--- 3.0000') . I J_ -.09401 . , Lf) Y437" 4 ~ ,~8~4) ,7~0:'(4) t r)~ /", 1'68~"(4). ~ (;:/1 T '\ .43r{4) - / ! ~2~" BAD, ~20" DP. (36) x <% .062" RAD{20) -.187" RAD(16) @co~oNi~ POSTS (3". AlUM, 6063- T6) "to ~. 0.062" UNLESS OTHERWISE NOTED " '. . . ,. ('oJ '(0 CL Cl~ Cl 1 t T o LD ~ t FOUR D 14 SO SCREWS EACH SlOE UP TO 110 MPH EXP C . . . TWO 5/16" BOLTS FOR.90 MPH . . . . . AEXPCOR110MPHEXPBONSLAB 1 THREE 5/16" BOLTS fOR 110 MPH . ,/ . 52' C ANO fOOTlNGS GREATER THAN d=26" ~(J ~ . ~.j--r/POST . .~<;;>, 'l-~ . SEE NOTE AT RIGHT --.:. 1.50' -- @ 2-1 1/2" SQ. X EXTRUDED POST (ALUM, 6063- T6) 3"X'3" --~'2"X 6 1/2" . -..1-.;.." ~ - ;:~~OOrING 1: I BRACKEr !d - ;::;::- 5S~/g~L~ ~Nl ~t:.BH OR d~26" fOOTER OR SMALlER SLAB OR fOOTING @ At.U~INUM FOOTING BRACKET FOR CONNECTING POST TO CONC, SLAB OR FOOTING (6063-T6 AlUM, AlLOY) . #'!l) AmeriIi1ax. S208 TtNNYSON PARKWAY W~ . SUITE 100 . BUlLDINGPROIJOCl'S,1NC. . PUNO, TEXAS 75024, . 3,00", 4.00" . 5.00" OR 6,00' '-:1 TYP.- KSI ,062" \\., OREGON "> :''('&(Y . .~'0\J ~ -1/y 15 0<'0 . . "Z. M.pl..)"\ !EXPI*ATION DATE 12/311 -J iiiiMIolf11: 'BEJ/CP ""'" NTS . ...... 2/15/05 Engineer's Stamp . 1.37~ -i,33r7~,33r I ',~'33 ~-,D }11.37 e7-~.~- I ~ .33 ~~.08 I T (IN)~ 0.030, 0:040 (ALUM) ~ 0.041. (STEEL) .!ill!E; . POSTS MAY BE 1RIt.tMED w/fLEX AlUM. fACING. . @ 3" ALTERNATE POST (3004-H36 ALUM, ALlOY OR A,-SS3 Fy~40 KSI STEEL) ,,,", -- . . COf'!'lponent Parts &. Connection Details ....'C005-200J 1"""5 of 9 REQUIRED .W" MAX W HIUT EMBED FOOTING DIAMETER DEPTH SIZE 5" 31a" 4.25- d= 25: ]". 112" 6" d=2a" a" 5Ia- . 7" d=33- 9.5" '314" a" d= 36~ . . r..vr'1/~.r_r~ ~ STEEL ANGlE EACH __ STEfJ. POST SIDE OF POST 1--: ~"lH._, ',.1~'s:-r;~ .1 . 1:-;;;T 1.'.3 aLUMN '.I' I".... I -, I' . '.' . - -I J/." MIN. J II I "' cla.188" . I I- "w. ---j I - @ATTACHED STRUCTURE POST TO FOOTING STAINLESS STEEL HILTI KWIK BOLT 2 ~ ~ 3' )( 3" METAL POST VI 1"'D e.' )( 6 lie"' AlUM BOX BEAM _ _ SIDEPLAn:s, SHIlVN. SlDEPLATES MAY BE QMJTTED ~ ,- CtLUHN ~NECTCR AS REQUIRED BY PLANS /' o 2-1/4' l( 4' EMBEDMENT LAG SCRE\(. o ~ ....- ONE ON EACH SIOC Dr COLIJ(N. r--^r-~ ..... 'TIMBER fLO[R JOIST . . _ ...__DRHEADER . . . @ ATTACHED STRUCTURE POST TO FLOOR JOIST lI' "'~ ~Pl.7CA.(.181 ~c . ;;;;. ~~ ROO OOMmR.i . HElJX IlW4ETER ;:.. > ~~' A11FRNATf'1O '..'.....nr'. S1AR ATTAr.HUFNT ~ 1. AU. PARTS lei BE HOT-DlP GALVANIZED OR n.ECTOPI.ATED ZINC. MAY BE USED IN UEU (:F AnACHING TO ........-"'.e. Sl.AB. 2. FABRICA.TIOH Of AWNING NCiORS AND SAfETY- STAKES IS BEYOND tHE SCOPE os THIS REPORT. fABRICAllOH DETAIlS AND QUNTY COfTROl PROGRAI.l" MUST BE suBNm'ED TO BUII.J)(NG omcw.. FOR N"f'Jf'I:t:ML 3. AWNING ANCHORS" WAY BE USED IN mE.rot.1.OWlNG TYPES Of' SOIL: ~. GRAVEL. ClAY, SNrIDY CAA\IEl.,. S1tlY GRA\S.. SILTY SAND. . .... QA'I'EY SANO: aAYEY GRAVEL. SANDY ClAY, SILTY OAY, AND QAYEY SILT. @ AWNING ANCHOR 3" )( 3'" HETAL POST \11TH TVQ 2'x6 1/2' ALUMINUM ~ BOX BEAM SmEPLATES. SHm/N. SIDEPLATES' HAY BE (JotITlED. - / . ;.r--COlUHN CONNECIDR AS REQUIRED BY PLANS /' SIT NlTTr 14 2-S/16~ ,A-307 B(l.TS \/1. STANDARD .\lASHERS o ...- UNDER BOTH HEAD AND NUT. ONE ON EACH SJOC o ,-/ Dr POST. r ~. ~DECKING @ATTACHED STRUCTURE POST . TO DECKING ? ~ ~ / 3" x 3" ALUMINUM 2 5/16" BOLTS_I - . - r- POST 0.09" lYP'! - <('" -, . l=rl 1-'31-.150. " II 1.0" J~.10~ . +::~rtiP L750. ~ lJ /lJ ' -1.515" - /-1.515"- 5.5" . . TW )-3/8")(' 2 1/2" HILTI KWiiV . BOLTS. TO SLAB OR .FooTER (MAX SIZE d=24') (ONE EACH SIDE) . . . r;:p. ALTERNATE 3. SQ, POST CONNECTOR BRACKET '<::::.J (6063- T6 ALUM. ALLOY) . POST ~ ~STEEL ANGLES -",JJ-;--:~ ~3 1/2' CONC. SLA6' I- <l4 ~.: -'" <l <I ~':<l" ,1 FOOTING UNDER . \. 6<l'.~. !>_~SLAB to. <l to . . , '6 <14 ..4" @) <3':.J _ _"4.'"0'"": LI.".<3. <l ~<1 '.' <I' i POST CONNECTION DETAIL FOR SLAB & FOOTING ATTACHMENT , !. . , /otOOf1lONAl...1/2'" BARS AS REQURED (5[( NOTE eaow) /Ii>:t> ~ / 16 V. f . 1/2-' STEEL it. " . JAR-I'- lONG . . D:. .. -:ENTERED ON " COlUMN . 'A ....... . STEEl. POST . ----.. , ~ 1"'''''' 6. 12" 'IN. . EWB'DWENT -"<1. '(>. .",: \7. t:. .' .' ."'..,.J>. t' .\7':"..t>.'. <l' '. .' .12". . . "1>' .' . . <l . L CONCRETE FOOllNG .MllIE: USE 1. - 1/2.0' STEEl. BAR FOR FOOTINGS UP TO _ 36" CUBE. USE 2 - 1/2~ , BARS FOR FOO11NGS UP TO - -;" ~ PR 0 .... CUBE ""0 J .- ,1/2" .. ,BARS FOR ,_"".. UP TO . ~- !;\CU' F 52"CUll[." ",<, - (CO' ~;. ~c;.~~ TERNATE FREESTANDING DR AITACHEO STRUCTURE { ,5~ / \/ "y ~ UMN TO fOOTING CONNECTION DErAIL L':J 72580PE ~ . . \\ \ 0 '\.v'(/OREGON,)\/ ~'~'~'m . At/. tv; p\J,\0i>' Amerimax 520a IDINYSON PARKWAY . BULD.. .lNCPRO"'.....1NC. SUITE 100 u~.u, PlANa. TEXAS 75024 @J PIRATION DATE: 12131/- .J :JEJ/cp:' . NTS Component Ports Engineers Stamp & Connection Details \'''''''6 oi 9 2/15/05 """ C006- 2003. r ~~* ... ! - s.. :::,.., TI.'O 5/16' BOLTS 3' x 3' POST _ ~ OR 114 SDS . 2 5/16' BOLTS 1.'/ l,l)' DIA. I x 3/32' THK: STL. I.'ASHER - . OR 114 SDS . =- " ALL 'I" BEAMSL "C' BEAMS USE TABLE 10.3 COLUMN H ~OR NUMBER O~ HORIZONTAL BOLTS USE TABLE 10.4 COLUMN N FOR VERTICAL BOLTS USE 10.3 COLUMN I FOR HORZONTAL 114 SDS LIES TABLE 10.4 COLUMN 0 . FOR VERTICAL 113 SDS (SDS- SEL~ DRILLING SeREI.') '~i ~~';O~i&uSE~~ " -J- FOR 0UAHTIrY' , . ' : . '+-- .' ] ,,"'- 'Ail> AlTERNATE 3" sO, POST CONNECTOR BRACKET ~ (6063- T6 AlUM, AllOY) ............-Al..lAGNUN "1. ~ ,OR stm.. -COO BEAM ~~- i~2 5/HI- BOLTS WI 1- ~ x 3/32- THK. STL WASHER - -'tq,~ ~ ~4 COLU"'N "N" +' 3. STEEL POST "too _ 0.04'. @ 3' STEEL POST TO HEADER CONN, BRACKET . (6063-T6. AlUM.) I . I 3"X 8" BOX "'- BEAM WRAP 10" III 5.Y us. T'EH SI1S# IO..TS FUll: .. 4~ flDTDI:; or ElG4T SI16' m.rs FlII $I: <lI3" rtJDTDG [It $IX SI16" D.Tt FlR d- 39" rmTIJrC; 7" III ." us. to - 51'16' batt. r"" " !" use .. . Slt6" bdts / -I vr- }:'--""'jj . . . .,..-../ . . ICU$ I.rT'l'P . . .. . -'_n.-O' '. - _ ........1d~1a . "'" @ 3 #14 SIoIS EACH SIOY' " . >';j-t//~ 3" 7.-1--r ;('.~ -1--r 3' t? -+ t ;/: >::: 'O6'~~ !~ Y' EACH SIDE"""'" 6" x......3. X 8' BOX 'I' BEAM HEADER I ,.,--ALUMINUM "H' II/BRACKET ,_ V-3"X 3" ALUMINUM I / I COLUMN i' I ' ~ ---------- ~ ~ - "<lJIIIIIIIII,IIIII1I1.JJJJ,IIIIIIII/I 3.25" ro.InIrlUI"l penetration ,~:B\- 8-", 961: ~. --;-3I'l I - 1\ J. + '1 '>.:'''- ++j \ - t~" -~ ..-----,3")( 8")( 12, 14 OR 16 GA "C' BEAM . . e 3" X12~ X 12 GASTL. 'C' ~EAM WRAP WI 3" X 8' AlUM. BOX BEAM '~J @ ALTERNATE - I U TO POST COHE:CnON ..- "2" )( 4" Stud J ~~IHIiIllIIl/III1''''i1' . 3.5" HIN -+- . Sea.l with perMnmtly f1~)(I::)I.e .. R..terprOOf' seCllCLnt t!' )( 6- Ledger Boord r Attach pdtb coverl . ta ttsce per de"to.ll ~ 1.001f"lln. @ AlUMINUM 'H' 'BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T6 AlUM. ALLOY) , ; 3/8. Lng Screw ____ ATTACH PATIO COVER AS PER AZ, BD OR.BG COMpletely Seat"- wIth :r;---perl'lonentlY fle)dbte a. ~ waterproof seo.tont 1.00"Mln. SEE ALLOl.'ABLE DISTANCE \. I TO FIRST ROl.' OF' POSTS IN \. TABLE 10,] '- Synthetic Stucco or ~ ___ ~. othl!rnon-struc'tu'-o.l covfting ~ \::: 0- r'lO.x. thick) . ...... . '., Sh~thr,g . ',' . . ~ " \c, ;,'0) fi:I::j --. .,-------". -, sa: NOTE BaDw I I 1 1/2" U---I ., - 2 1/2. I -e" OR 10" I _ . 2 1/2" I L I rL..J - .........S1Ul POST ~'~'E!Y- . . ". OR J 1/2."'10".12 Got.. 'c' C-BEAM TO POST CONNECTION 16 L 14 GA 3X8 USES six 5/16" BOLTS 12 GA 3X8 USES EIGHT 5/16' BOLTS' 12 GA 3.5XIO USES TEN 5/16' BllL TS ... @ .... 7 ~Amerimax . BUILDING PROOOCI'S, ING. !EXPIRATION DATE: 12/31/ ~ ;BEJ/CP ,- -- ---= -.: NTS Co~ponent Parts & Connection Details 5208 lENHYSOH PARKWAY SUITE 100 PUHO, TEXAS 75024. POST TO HEADER CONNECTION FOR' 3" X 3" STEEL HEADER 'AD" '-'7 of 9 En9ineer's Stamp i/15/05 . ...., C007 - 2003 '. .' STRUCTURAl PANEL 7 . '-1.625' ---j . /. rO.04O' I /,' .. , . . ; ~ TABlE 10.5 . , OR i~E ~ ~.~~~~m2;p~~G~ ~ n -:062'. _ . 6', O.C. Faoo", 62", ~'tI.ffi / 1~ 0,0. F , El.S . /': ' 9 a.c. fOR 18 PAN /L- , j -1.5;:.--1 ~ ROLLFORMEO HANGER '<::!I (3004-H36 ALUM, A\-LOY) \ #10 x 2" SMS ~SEE TABLE 10,5 FOR SPACING /' 1.50' . ~ -1.'-\ 2,25' i!~l-SEE t=,062' . OR oaNl 'J' ~~ 0,30'-1 r: I -1.50'- '.@ EXTRUO:O HANGER . '(6063-T6. AlUM. All.OY) , 110 SIdS 0 FOlLOW- INGSPAClNG: 6- Q C FOR 6- PAHElS 12- 6.c. FOR 12" PAHElS 9- Q,C. FOO. 18" PANElS 2')( 6 1/2')( 12' ALUM. RAFTER (I 16' OR 24' O,C, @ ALTERNATE-DECORATIVE FASCIA TRIM .~_. - .. ........- ~-. ~~~. 2.109" ~ +-t~ "1 I: . 1 ~~ 5 '1/2" EXTRUDED SIDE FASCIA (6063-T6 AlUM, AlLOY) 6,50' , ~ '" ' ~~ . NON-STRUCTURAL COMPONENT .......--..... ') "5,721" . [ ~t 1 ~~. 0 FIllliIftlNG 6' O,C. FOR 6' PANIlS 6" O.C, FOR 12' PANElS 9' O.c. FOR 18" PANIlS J:... V 0.036" TYP. ~t- ~~<~ .... ROUFORIIED ' ~ HfAOER 'f' @ -3,00'- ROLLFORMED HEADER 'E' CONN. DETAILS TO STRUCTURAl PANELS.. #10 x 2' SMS SEE TABLE 10,5 FOR SPACING / ~ h ~~ ,r ~ :.-7 0,050' /: ~ 0 .~I' 55 ~--r . toj ~ ~l f{;' ~ '" .' ~,1.321 . . 1.797-. '~"S"'/ Cr- / , -.~ -~. @ 3 1/2" "G" RAIL (6063-T6 ALUM. ALLOY) ~50 A-RAIL - SEE . DETAIL 'J' -, -' " ~ ,.750" ~. ~ --.,.;..;;;.0.062" "'-8 ! L9~ . 1.325- .~ .' 1790" , " r' @ 3 1/2" "J" HANGER (6063.,.T6 ALUM, ALLOY) I- 1.686" --j .062" I " . TYP'.-::1 -:-:- 1.562 . ,-- . . . '. 1,500" 1 '@EXTRUDEDCHANNEL . CONNECTOR . (6063_ T6 ALUM. ALLOY) . 'f :XPfl.iATi(!,\j iJ::\1;j~'-: ::-.:' ---UOErlgiii-ee'r's' 'Sfomp . 2L25L<!5 """COO8-2003' /~08 ~'!;"I~>;,>,,, / .C-'l'\ .;~~\ :...!!-':,C:- 2'- .... ~.. -: -', v' -~ rf ,..,>t~ \ \ -C' 72580PE ~j II. .' '\\ ~Rc'Gr" / / . _'\.' ,....j ;:: \)N, \;.., ./' '...., o -(C/( c' - c "0:,<",-" / ~j\ffierunax .<} I"..........~::.. \,.~...,. Bm.nlNGPRonrrra'INC.. "'\. ,,-)1.. ~< \.......' ,.. uu.aJ ....V\.,I.u, '.....,' "A P" \...... .' . . ............. n,. \..1_/ iiiiiiji,g-n.....,.pe-. - BEJ/CP ., :.wou..: NTS ~Co~pon~nt Parts &: . ..~-.......:-,o... .~----- I . ,. 5208 TEJolHYSON . PARKWAY SUITE 100 PlANO, TEXAS 75024' 'I.' . Connection Details' 1"'''''8 of 9 MAX DISTANCE TO fiRST ROW Of POSTS'"L" Live RAfTER EA VE OVERHANG Load SIZE 12" is" Z4" 30' 30" 1Opsf' Zx4 17'_1N 9'~8" 5',0- T-6" lr,2" 2x6 . 22',0" 22'~" 19'-6' 13'-0- 9',6" Z><8 22'~' 22'..{J" 22'~' 22'-lr' 2T~' 2Op51 2x4 8'-6" 4'_ON T.... 1'-3" 0'_1N 2x8 17'-2" 1<'-Z" 9'.... 6',10' 4'-S. zid! 22'-0- 22'~' 19'-10" 14'-10" 11'-6' 20psf 2x4 S'_SN 3',9" T-l" O'-lll" lr~" 2x8 13'-8" 11'-3" 7'-8" 5'4" 3'-6' 2x8 19'.2" 18'-4" 15',9' 1l'-lll" 9',1" 30psf 2x4 I 5'-6" 3'-0- 1'-6" 0'-4' lr-o- 2x8 11'.1" 9'.Z" 8'-1" 4'.1' 2'-6" Z><8 15'-9" 14"10' 12',10" 9'-ir 7'.1" 4Op51 2X4 I 3'-10" . 1'-10. 0'-8" 0'-0".', lr-o- 2x6 T..1ll" 8',7" 4'.2" 2'.1" 1'-4' Zllll 11'4N 10'-6" 9'-3" 6'-7" 4'-8" OOpsf 2X4 I 2'-3":' 0'-10" 0'-0- 0'-0- lr-o- 2x6 4'-8" 3'.10" T,2" 1'-0- lr,l" 2x8 7'-0- 6',2" 5',3' 3'-8" T'3" " . FJ-il.....uN ~!fElL. r~LIr- 1.. r~ I-' EXISTING EAVE " WOOD FRAMING . , " . TOP DR BOTTOH HlIUNT BRACKET SIDE MOUNT BRACKET EAVE OVERHANG AND 'L" MUST COHPL Y IiITH DETAIL BN ALSO @ ALTERNATE EAVE ATTACHMENTS . -21/r., "-.:L . .." ..... -"/1"1 ~ ---- .1 1 RlR&1T~z:r- ' ~~ I ,~l-.OO T' =,~ =~"3'OO" 1 1.0' 1 1 I -225'- 11.0"1 . O/r tI '" .5/8- I ..~ '-j 3" SQUNlE ct1.t.tCH @ OI05-H26 H...tK M..UJY) r' x 6..:1" Sl1EPLATa "<3lXl4-H36 IIUIPI. M..UJY) ,094' *14 x 3/4" TEK_I--+ llQIE; . . + . SEE DETAIL 'B.J' fOR HiTAUATlON AND + PROPER ........ "'""'"....,..... @ L,oj J" AlTERNATE POST CONN. BRACKETS (STEEL A-053 F,...4O.ooo PSI) .' . ~ " . --.. .' " - ~ A34 CONNrCToR ADDrTlONAL TWO - 18d :. OR E:CllW.. NAI.S 0 [A FWTER WHEN .. RAFTER REQUIRED . . ~ . Or'~J_ '= 41/~. f~ DETAIL "A" , I . .1 sa: DmIL 'A' 0 RIQfT ~A .j'( L saTAlU: 10.&' -- ......... ~ @ ALTERNATE .EAVE ATTACHMENT MAX "L" FOR TOP OR SlOE MOUNT LIW/Snow Load (psi) 16"' ole Z4"0/e 10 21'-6'" t.......- 20 11....r 7'.(;" 2S 10"Q' 7'.:r 30 1'.0. "6'.(J'" 40 "-10" 4'-6"' 60 4'-7- 3'.0" MAX "L" FOR BOTTOM MOUNT Wind Load 16" ole 24"oIe 90 mph Up e 13'-5" 7'.7" 90 mph Up C 5'-3" 4'.1" . 110 mph Up e 9"-5" 5'-8" 110 mph Exp C 4'-6" 3'-9" ~ 5/1" BOlT "'U J/32" ~. -ff~{~~~" ~ fASCIA /Q.H USE COUJHN N 3.00. -.110 . ~ fo'16' . lOLl AS PER TABU: t.rr ~T B ust ClJ..l.Ml f' ~ .' .POSTIlI.Eusr:al...UCNJ r _ JUl, .1::---..... "-lDlIlATE POST """'- -IORUO' EFJCKEr. -.L.1y...J __,. Sll. POST (DU.....Nfl 3" POST CONNECTIONS FOR FASCIA HEADERS @) /_PNn fl1"ICAL SMJCHT PAHEL . ... ~~'.. wrJ1.I 12" V-PANS I SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS -i ADJACENT TO SKYLIGHT PANELS. UVELOAD L "6" PANEL SPANS I "12" PANEL SPANS ~ r~ ~l~ ~I~l~ ~ ~J 10 111'-9" 14'-6" lr-2" lr-9' I 11'-0' 13"-3' 14'-7' 15'-IH 20 I 8'-8" 10'--8' 112'-6' 13'-6' I T-Il" 110'-4' 11'--8" 12'-1" 25 I 7"-2" 19'-5" 111'-3" 11Z'-I. I 7'-2' 19'-J" 110'-7' I II'-Z" 3D I 6'-1' 18'-8' 110'-4' 111'-1'1 6'-7" 18'-6. 19'-9" 110'-3' I . USE A MINIMUM OF' (Jl SKYLIGHT PANEL PER W - 6' ROOF PANELS AND (Jl SKYLIGHT' PANEL PER (2) - 12" ROOF PANELS FOR SKYLIGHT TO PANEL CONNECTIONS, USE, THE SAME NUMBER OF seRE liS AS PANEL TO HEADER, ""'" PlAsnc USED IN 5lOU;HT FAIlRlCATION " -IS CL l.EXAN POlYCAR8ONATE PER RES. REPORT '3285 FOR'" PANE1 1.10. RR lTFWlEL O.SS- t _ ~.062N '., R _ 4.50N .5,50" I PANELS NEEDED FOR 1 SIC'l'UCHT PANEL JmE: sa: SCHEDuLE Nlt:NE fOR At.1.OWJ6L.E SPAHS FOR - PANE:l..s AWAaHT. TO -SKY1.JGHT PANElS .t: NUWBER OF, ROOf' @ S~0IT PANEL . " OREGON ",;'7 ~u ~_.,_",. 0--0 < Y 15, '2.(J ~ . '-'1/.. M pl.f'i~ , ~Amerimax ' . ~ WINGPRODOCrS,INC. 5208 TENNYSON PARKWAY . SUITE 100 PlANo. TEXAS 75024 ltXPIRATION DATE: 12/31/ I Engineer's Stomp ~E.J/CP : ' . NTS Compo~ent Parts &: Connection Details 2/15/05 ""'CD09-2DOJ 1~'9 01 9