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HomeMy WebLinkAboutPermit Building 2016-11-15y� QQ yy�� �y� G� GC6NZl PeAe/OI IfllClle<IYUI Y eei e� Ysc EHD GIRAGE JOB �t6-36 y G p„ yi Q yyy p - P'.i,20Y COP d bf 8-30-16 JONN Eugene, ORE. 888-9481 INDEPENDENT NOY6 © Z009 B.S. Nc. RIVERWOOD ROOF FRAMING #� c e 3R "OUR REPUTATION IS BUILDING" EuveRs �eRRANTv 1/4" = i'—D ROOF VENTING Milt 1.220 Co. IN. =119A SG. M. VEM RCp. ]00 LOW 33-EAVf VENTS= M. 50. IN, afifip HIGH 18 -ROOF JACKS= 681 Sp, IN, .6.1 - ux1 sQJN. y� QQ yy�� �y� G� GC6NZl PeAe/OI IfllClle<IYUI Y eei e� Ysc EHD GIRAGE JOB �t6-36 y G p„ yi Q yyy p - P'.i,20Y COP d bf 8-30-16 JONN Eugene, ORE. 888-9481 INDEPENDENT NOY6 © Z009 B.S. Nc. RIVERWOOD ROOF FRAMING #� c e 3R "OUR REPUTATION IS BUILDING" EuveRs �eRRANTv 1/4" = i'—D NOTES: VEN`TD FOUNDATION OFOUNDATION VENTILATION: AREA DIVIDED BY 150: 1762= 11.2 SO. FT. OF VENT REQUIRED. ISO 490VICE 12 GALV. SC,EENED HT. MR. VENTS OF I6"i 'B" 0 VO ]0. FT. EACH = n.B. CO.' FTIF VEiT.JLATION OBEAM POCKETS: PLASTIC INSERTS FOR 3 4x8 BEAMS O 32" OC WHERE POCKETS O1 1/8" THICK T&G DECKING GLUED AND NAILED OVER 4.8 y2-D.F. FLOOR BEAMS O 2'-8" OC ON 4x6 POSTS W/ R-30 TO BATT INSULATION BETWEEN BEANS 4x6 POSTS TO BEAR ON 90 LB. FELT ON 18" DIA. x 8" DEEP CONCRETE PADS O 12'-0" OC. O6 MIL BLACK VISOUEEN VAPOR BARRIER O6 GARAGE SUR 4" DEEP CONCRETE ON � 4" GRANULAR FILL W/ 10 GA. 6x6 W.W.M. SLOPE TOWARDS DOOR O 1/4" PER FT. Oj 2868 DR. R.O. TO BE 2'-10" W/ 1�2" DIA. A.B. EACH SIOE--PROVIDE 3 -6" SQUARE x A" DEEP CONC. PAD Oe FURNACE AND/OR HEAT DUCT BLOCK- OUT TO BE 12" WIDE x 15" HIGH AND 8" BELOW TOP OF FOUNDATION. Oq 3'-6" SO. x 4" PAD NOT TO BE PROPERTY LINE. TOP OF PAD TO OSLABS (EXCEPT GAR.): y3 REBAR DOWELS 23" LONG - 18" INTO STAB AND 5" INTO FOUNDATION WALL, PLACE DOWELS O CENTER OF SLAB. OTT GAS METER LOCATION. MUST -0" GWIN.AS E ELECTRIC METER ANDD S' -O" MIN. FROM OPENABU WINDOW PANEL, OELECTRIC METER LOCATION. O1/2"x10" ANCHOR BOLTS O 4'-0" OC AND WITHIN 1'-0" OF CORNERS AND SILL PLATE SPLICES. UNLESS NOTED OTHER ISE O6" WIDE CONCRETE STEM WALL ON 12" WIDE x 6" DEEP CONCRETE FOOTING 12" BELOW FINISH GRADE WITH SINGLE STORY. OPORCH: 4" CONE. SLAB ON 4" MIN. GRANULAR FILL. 3" MAX. BELOW TOP OF FOUNDATION. OWALK: 4" COND, SUB ON 4" MIN GRANULAR FILL. WATER UNE TO HOUSE W/ TEE O1" AND VALVE. ORp 30" x 30" x 10" CONC. FOOTING W/ 3-#3 REBAR EACH WAY. 2t BUS HOLDOWNS WITH SSTB 24 ANCHOR BELTS :SEE DETAIL AND DIMENSIONS PER PUN. O24" x 24" x 10" GONG. FOOTING WITH 3#3 EA. WAY RS HTT4 HOLDOWNS WITH SSTB 16 ANCHOR BOLTS. SEE DETAIL AND DIMENSIONS PER PUN. yt QQ QQ y� yy� G°B , _ F<ElrOl Iflb 11 «fUUI • a n u- DID pAFAGE °B jl6-S6 'a �N¢¢t j ee cl em ff oZX2 es N Properly CoPYrlghi Oe8-30-i6 JOHN E .. OR ,�°-B431 INDRPLNpBAR HUMS ©2DGB B.B. RIVERWOOD FOUNDATION PLAN #4 ER ;Oe4" "OUR REPUTATION IS BUILDING" aL1vBRs wARRANry 0) o w c w N T cC U CL E o w m N O- N a) N Y T N c O > q cu �O -o co 3 U N C N O Q) 0 .-• -0 _0 0)LLN O. N E ? t6 (D C O cm CO CL N as U 3 N c') d 0 Mn N o I E a-2 > rn C O N CO C O C U co U M O LU E U ca O N N d C U U i 0 O f- YE 8- C V C C N N C U00 a 0 0 0O� Z 3 U N U o (.5 (5 UN U 1 F 0 � W � WCA 7 3 Oo LO ; z Fa W a zo W o 1:1c J Q W W e rY Z Q U ` Fa io W 1 Z Z W j, Z h W 1 J W W h L& F-�D Q q q Vl am z a w 1 �� ,ten u zo wo U w F- W M O It O c m W N 1 m O CO h"D • y� i j Q C O W W lr ` ly 0 -J i -. F- .. 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F- 0 O a Q J O r v OC a a m Z Q 0 l7 w O h fix v w .jr W Cc w 'S`S^ E o 0 x = o u 00 0 G 3 1O N� a Q m F E 0 cc v 7 J a o z W � 0 O Z a w O x oU J u W e ° u Z m z BtNt��p�J a N B O:u 2t2 LLO > Q m U q 0) o w c w N T cC U CL E o w m N O- N a) N Y T N c O > q cu �O -o co 3 U N C N O Q) 0 .-• -0 _0 0)LLN O. N E ? t6 (D C O cm CO CL N as U 3 N c') d 0 Mn N o I E a-2 > rn C O N CO C O C U co U M O LU E U ca O N N d C U U i 0 O f- YE 8- C V C C N N C U00 a 0 0 0O� Z 3 U N U o (.5 (5 UN U 1 F 0 � W � WCA 7 3 Oo LO ; z Fa W a zo W o 1:1c J Q W W e rY Z Q U ` Fa io W 1 Z Z W j, Z h W 1 J W W h L& F-�D Q q q Vl am z a w 1 �� ,ten u zo wo U w F- W M O It O c m W N 1 m O CO h"D • y� i j Q C O W W lr ` ly 0 -J i -. F- 0 O c J O r v OC d O m Z Q 0 l7 w O h uQ v w .jr W Cc ate+ Oto 3 Z N M 0 0= Q 'S`S^ E o 0 x = o u 0 J 3 1O N� a Q z E 0 cc v 7 O' z W r - W 0 F- F - X W Z W z J K W H Q 3 Z_ W J i EL Q Z Q W W F- %® _—_—_— _—_ V ---------- �� iW --------- —_—_—_ �I _—_—_—_—•o IS I• �/�t i ---------- ._}----------- _—__ ��JJr-_—_—_—_—__%.i-__—_— no U I' CONDUIT IRRIGATION ,TV @ PH 41/2 61/2^ ________--- a 1-Y 1' 10 2" IRRIGATOK CIRCUIT O CONCRETE DRIVEWAY I I I NOTES: VENTED FOUNDATION VENTILATION: OFOUNDATION AREA DIVIDED BY 150: 1762= 11.7 SQ. FT. OF VENT REQUIRED. 150 PROVIDE 17 GALV. SCREENED SHT. MTL VENTS OF I6"x B" O .70 SO. FT. EACH = ti.% S0. FT. OF VENTAILAPOH POCKETS: PLASTIC INSERTS FOR OBEAM 3 4x6 BEAMS O 32" OC WHERE POCKETS OCCUR 1/8" THICK T&G DECKING O1 GLUED AND MANED OVER lx8 #2-D.F. 7-8" OC ON POSTS FLOOR BEAMS O 4x6 W/R-30 FG RATT INSULATION BETWEEN BEAMS. 4x6 POSTS TO BEAR ON 90 LB. FELT ON 18" DIA. x 8" DEEP CONCRETE PADS O 12'-0" OC. O 6 MIL BUCK VISOUEEN VAPOR BARRIER �o Oe GARAGE SLAB 4" DEEP CONCRETE ON C GRANULAR FILL W/ 10 GA, 6.6 W.W.M. SLOPE TOWARDS DOOR O 1/4" PER FT. O2868 DR. R.O. TO BE 2'-10" W/ 1(2" DIA. A.B. EACH SIDE --PROVIDE DRYER 3 -6" SQUARE x 4" DEEP CONC. PAD VENT OFURNACE AND/OR HEAT DUCT BLOCK- OUT BE WIDE 15" HIGH TO 17" x AND 8" BELOW TOP OF FOUNDATION. OS 3'-6" SO. x 41' DEEP PAD FOR AC UNIT PAD NOT TO BE CLOSER THAN 5'-0" TO PROPERTY LINE. KEEP PAD 6" FROM FOUND R TOP OF PAD TO BE 4" ABOVE FINISH GRAD 1V0 SUBS (EXCEPT GAR.): y3 REBAR DOWELS 23' LONG - 18" INTO SLAB AND 5" INTO FOUNDATION WALL. PLACE DOWELS O CENTER OF SUB. OGAS METER LOCATION. MUST BE 3'-0" MIN. FROM ELECTRIC METER AND 3'-0" MIN. FROM OPENASLE WINDOW PANEL o_ OELECTRIC METER LOCATION. n 1/2"x111" ANCHOR BOLTS O 4'-0' OC AND WITHIN 1'-0" OF CORNERS AND SILL PLATE SPLICES. UNLESS NOTED OTHER ISE 4 B" WIDE CONCRETE STEM WALL ON 12" WIDE x 6" DEEP CONCRETE FOOTING 12"J BELOW FINISH GRADE WITH SINGLE S STORY. e OPORCH: 4" CONC. SLAB ON 4" MIN. GRANULAR FILL. S' MAX. BELOW It TOP OF FOUNDATION. n t! WALK: 4" CONC. SUB ON 4" MIN GRANULAR FILL Oi" WATER UNE TO HOUSE W/ TEE AND VALVE. O30" x x 10" CONY. FOOTING W/ 3-/3 REBEBAR EACH WAY. 2t HTTS HOLDOWNS WITH SSTB 24 ANCHOR B IS SEE DETAIL AND DIMENSIONS PER PLAN. O24" x 24" '10" CONC. FOOTING WITH 36'3 -EA. WAY OHTT4 XOLDOWNS WITH SSTB 16 ANCHOR BOLTS. SEE DETAIL AND DIMENSIONS PER PUN. _—_—_— _—_ V ---------- �� iW --------- —_—_—_ �I _—_—_—_—•o IS I• �/�t i ---------- ._}----------- _—__ ��JJr-_—_—_—_—__%.i-__—_— no U I' CONDUIT IRRIGATION ,TV @ PH 41/2 61/2^ ________--- a 1-Y 1' 10 2" IRRIGATOK CIRCUIT O CONCRETE DRIVEWAY I I I I, I , o 1 ai -- —_—___—_ \/ ____—_—_—_ -_-_-_-_0-_-_-_-___ 10'-fi 8\ CeB4.4.t l_1 ieeelal '""NoCival c"i vac ENO GARAGE due /:o-na " 5-4-1b o .IOHN ree en oZnes P. CepyngM RIVERWOOD FOUNDATION PLAN #4 "OUR REPUTATION IS BUILDING" Ta ,SNS aArvTr Butene. ORB. Bee -e483 C 2009 B.B. Inc. GARAGE CONC. FLOOR SK,M WALLS 8 CEIL 16080 OVERHEAD GAR. DR. LIVING ROOM ENTRY 3,. HARDWOOD Ofl nLF i::- 151 MASTER SUITE CARPET 23'-8 1/2 - Br@@ a En Ha 4=1 aINOEPENDEM CCB1112] _ FCdCf01 IN10IICCIUO pFepetly Copyright NaE=I SNa=1 "'ENO GARAGE Is' -ID 1/2" Sheet "OUR exe=�=. ONE. ea6-RAa1 HOME ENRRAnTY ©2009 B.E. Inc. RIVERWOOD FLOOR PLAN #� 3P 26'-3 1/2' BUYERS LEFT 1/P = 1'-0 sOd6 SUO 5016 SUO 5050 1/ VENT 6a5a no n, 6 I Q BEDROOM 3 "'3 BEDROOM 2 KITCHEN 3 '� CARPET GflPET J O 3 HPRDWDOD � 'a DINING ROOM m 9 I HARDWOGO m E - 1 n3 ry m I -I n 1666 C lfifie C ___ --------------------------------------------------- ____________ SQUARE FT. 2 6'-10^ x x HALL IlNlsxCo ELoofl I867 _ 6._e >ROWOOD 1 GdRPGE 353 xpa � 2-7- W/,LKIN iOTPL 3gf1 1AIG a UTILITY ATH^t VINYL n ..... � GARAGE CONC. FLOOR SK,M WALLS 8 CEIL 16080 OVERHEAD GAR. DR. LIVING ROOM ENTRY 3,. HARDWOOD Ofl nLF i::- 151 MASTER SUITE CARPET Br@@ a En Ha 4=1 aINOEPENDEM CCB1112] _ FCdCf01 IN10IICCIUO pFepetly Copyright NaE=I SNa=1 "'ENO GARAGE JOE X16-36 F. 3-4-16 0"" JOHN Sheet "OUR exe=�=. ONE. ea6-RAa1 HOME ENRRAnTY ©2009 B.E. Inc. RIVERWOOD FLOOR PLAN #� 3P REPUTATION IS BUILDING" BUYERS LEFT 1/P = 1'-0 CCJ-, I'etl efUl In lelle[lual • an ux END GARAGE Vtl /le -se ree en omesINDR/ENUEN „G gP.tlDe� GtlDY•IgNi RIVERWOOD ROOF FRAMING #4 SLERfi oHN D 3R "OUR REPUTATION IS BUILDING" N.Ree=. oxe. eee-84D1 6arCNs wnnNeN.rr ©2Das D.E. D,.. ROOF VENTING AMC JAN fi. C.. IN, 3D. IN. VENT REO LOW 33-E AVE KN13= fi6U 30. D. HIGH 18-RWF JACKS= 684 SD. IN. CCJ-, I'etl efUl In lelle[lual • an ux END GARAGE Vtl /le -se ree en omesINDR/ENUEN „G gP.tlDe� GtlDY•IgNi RIVERWOOD ROOF FRAMING #4 SLERfi oHN D 3R "OUR REPUTATION IS BUILDING" N.Ree=. oxe. eee-84D1 6arCNs wnnNeN.rr ©2Das D.E. D,.. I] e� 13 Fl B'-10" _ FRONT ENTRY TRUS 0 114 CWT we CLOSET QUAIL. ECAJAL EQUAL I%a .I T LOIN ROD SUPPORT AT Sttev ENDS 6EDROO. M CLOSET DETAILS 1-1 e 0a6 BELOW FLM. 1 PLATE WNERE 1x10 OCCURS TYP. WINDOW HEADER I/1" = I'-0' BEAM EOAR ENO, TRUSSES O 14" OC CEDAR I%3 CEDAR Homes 1%10 CEDAR NIDE Sna°1 Dx Job ps-I6 COLO." Sheet FRONT PORCH COLUMN Breeden Homes CCBd2'i iedarel INelle ,U,, PoP°mEeP,^sht Meeel Sna°1 Dx Job ps-I6 DWe D.avn Sheet "OUR ¢.,, ..B afi6-eaBl IBUEP¢SD¢NT xNTY C 1009 B.B. Inc. RIVERWOOD SECTIONS-DETAILSE2 ° 5A REPUTATION IS BUILDING" BuveRs vARlRAR- LEir 1%a" = 1'—a^ Sit. Is] RIS CED ® m m m m H CEDAR 1O3NACRE m ®mum u Eflummmmmm t6' -O' 4 6'-O' OVERHEAD GARAGE DOOR TIO -C W/ NO GIASG 2%8 CEDAR iRIY MER RAVEL SIOINC WINDOW IX6 CEDAR M. MER PANEL ENDING ._I%6 CEDAR TRIM 2%6 CEDAR %6 CI X6 CEOAI DOOR PANEL SIDING W/� I%2 AND I%3 BATT6 CULTURED ]066 CCV912 DOOR W/VOTbT TRANSOM .i6-1/2 % 96 R.O. 4050 SN REVEAL LAP SIDING FRONT ELEVATION REAR ELEVATION CLRX�� IJ' FeEeml Info lleduol NaEel SnM Osc EHO 6ARAGF JOE {i6-}6 Dao Oravn SFeef Breeden Horn es (r)2d9ht RIVERWOOD EXTERIOR ELEVATIONS #4 EF , N' 6A 6u ene. ORE. 868-P4i1 FNDEPEN DENT MOM6 C 2009 B.S.8.8. rIC. "OUR REPUTATION IS BUILDING" • BDvefls wARRANry e, LEFT I/C 1'-0" I -.------------ ------------ ---- Moll cc— EeEeeal Ihlelleclual w a.� snaei oe< M. Deems an Pe-ee Dace pm.. sheet re a en om es .,.EW MOMe Ope y CepyrigM1l RIVERWOOD EXTERIOR ELEVATIONS #4 66 "OUR REPUTATION IS BUILDING" Bee. orse. aaa-akar BaveBs xeenercrr c zoos B.B. Inc. LER 1/a^ = 1'-a' BP, IBP, ABP NA)UNG: 6" EDGE, 1 REDUCE SPACING BY 75% IF USING ® BP — BRACED PANEL OPF — PORTAL MINE ABP —ALT. BRACED PANEL VSSTBWS .0 HTTIS EAC. ENO IBP —INTERIOR BRACED PANEL WALL SHEATHING AND NAIUNG PER R603.10.3(3) OR R603.10.3(5) SOLE PU.TE NAIUNG: 16d 0 16' O.C. STAGGERED CCB,112] '�' Eetlefpl 1111elleGlual • au ., Esc ENO GARAGE Utl ..e -se " 5-{-lfi ree en omes,NDBPDNDE" Halve Property Cepyrighf RIVERW000 SHEAR WALL #4 7 �,. "OUR REPUTATION IS BUILDING" enBena oBB. fiBB-P{BB BDYBRs WARBANn c 2009 B.B. me L6T 1({• = f -D