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HomeMy WebLinkAboutPermit Correspondence 2000-10-30 ..: , {. leBO Evaluation Service, Inc. 5360 WORKMAN MilL ROAD .' WHITTIER, CALIFORNIA 90601-2299 A S~bsidiary corporation of'the'lnternatidhal Conference of Building Officials i EVALUATION REPORT Copyright <<:> 1999 ICBO Evaluation Service, Inc. '" .- Filing Category: DESIGN~Concrete . (038) i BLUE MAXx'" WALL SYSTEMS A A B BUILDING SYSTEM INC. 840 DIVISION STREET COBOURG, ONTARIO K9A 4J9 CANADA AMC INSULATION COAP. 151 PAAAMOUNT AOAD WINNIPEG, MANITOBA A2X 2W6 CANADA . BEAVEA PLASTICS, LTD. 44440 SOUTH SUMAS AOAD CHILLIWACK, BAITISH COLUMBIA V2A 4B7 CANADA BEAVEA PLASTICS, LTD. 12150 160TH STAEET EDMONTON, ALBEATA T5V 1H5 CANADA FOAM SYSTEMS, INC. POST OFFICE BOX 16923 WICHITA, KANSAS 67216 LES PLASTIQUE CELLULAIAES POL YFOAM INC. AUE 448,EDOUAAD GAANBY, QUEBEC J3G 2Z3 CANADA PERMA "A" PAODUCT, INC. 109 PEAMA "An AOAD JOHNSON CITY, TENNESSEE 37603 PSC MOULDING COAP. 115 MILLS AOAD AJAX, ONTAAIO l1S 2H2 CANADA 1.0 SUBJECT Blue Maxx'w Wall Systems. 2.0 ,DESCRIPTION 2.1 General: The Blue Maxx Wall Systems are expanded polystyrene (EPS) foam plastic units that serve as formwork for concrete load bearing and non/oad-bearing walls, shear walls, beams and lintels, foundation stemwalls, and basement walls. The EPS units are stacked in a running bond pattern to create cone crete formwork that remains in place after concrete curing. The EPS unit building system is limited to combustible construction. Walls made from the EPS units are covered with an approved interior thermal barrier and exterior weather-resistive barrier. The EPS units are available in two standard sizes: ,61f4-inch-wide units and 8-inch-wide units. Both standard sized units are 163/4 inches high, and 48 inches long with 25fa-inch-thick EPS face shells interconnected with six plastic web members spaced at 8 inches on center. The clear dis- ~ ~ ff11/1 ER-5119 Reissued July 1, 1999' I I I I ! J . tance between face shells is 61/4 inches. In addition to the standard block units, there are also corner units, adjustable.' corner units, tapered top units, extended brick ledger units . and end caps. 2.2 Material: 2.2.1 Blue Maxx Wall System Form Units: The form units are molded from expanded p'olystyrene beads, Type BF422, manufactured by BASF Corporation (NER-479). The units have a nominal density of 1.5 pounds per cubic foot with a maximum flame-spread and smoke-density rating of 25 and 450, respectively, in accordance with UBC Standard 8-1. The face shell interconnecting bridges are made of polypro- polyene. 2.2.2 Concrete: Normal-weight concrete complies with Chapter 19 of the code with a 28-day minimum compressive strength of 2,000 pounds per square inch. Maximum aggre- gate size is 3fa inch. 2.2.3 Reinforcement: Concrete members are reinforced with deformed steel reinforcing bars conforming to either ASTM A 615, A 616, A 617, A 706, A 767 or A 775, having a minimum yield strength of 40,000 psi. 2.2.4 Other: Wood members for plates or window and door framing are preservative-treated with an approved wood pre- servative and are attached in place with galvanized anchor bolts. . 2.3 Design: Concrete members formed by the EPS form units are designed and constructed in accordance with Chapter 19 of the Uniform Building COde'w, except for foundation stem walls conforming to Section 1806.2 of the code. 2.4 Interior Finish: Form units exposed to the building interior are finished with minimum 1h-inch-thick regular gypsum wallboard installed vertically and attached to the plastic bridging flanges with 11/4-inch-long Type S drywall screws spaced 16 inches by 12 inches on center. ' 2.5 Exterior Finish: The form units are covered on the exterior with an approved weather-resistive barrier as required by Section 1402.1 of the code. A weather-resistive barrier and exterior wall covering are installed in accordance with either the code or an evalua- tion report, and are attached to the plastic bridging flanges with No.8 drywall screws spaced 12 inches on center. Fas- teners have a pullout capacity of 44 pounds. Negative wind pressure capacity of the exterior finish material is recognized in the code for generic materials or in a current evaluation report for proprietary materials. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not ~pecijical1y addressed nor as an endorsement or recommen- dation for use of the subject report. . This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Sen'ice, Inc., technical staff has Tel'iewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Poge 1 of 4 Page 2 of 4 II 2.6 Foundation Stemwalls: The form units located at underfloor crawl spaces are per- mitted to be exposed to the crawl space subject to the follow- ing conditions: 1. Entry to the crawl space is only to service utilities. 2. There are no interconnected basement areas. 3. Air in the crawl space is not circulated to other parts of the building. 4. Ventilation complies with Section 2306.7 of the code. 2.7 Fire-resistant Construction: Concrete walls formed by the foam plastic units have the fire-resistive ratings set forth in Table 7-B of the code provided the conditions of the table are met. 2.8 Installation: The EPS form units and resulting concrete wall system are supported on concrete footings complying with Chapter 18 of the code. Vertical rebars, embedded in the footing, extend minimum 24 inches or a length complying with Section 1912 of the code into the concrete wall system. The form units are installed in running bond pattern with the plastic web flanges that support the interior and exterior finish materials aligned vertically at each course. Vertical and horizontal steel rein- forcement bars are installed in accordance with the design with rebar placement and coverage complying with Chapter 19 of the code. Concrete quality, mixing, and placing complies with Chapter 19 of the code. See Figures 1 through 6 for typi- cal installation details. Wood ledgers are attached to the concrete wall by remov- ing the face shell of the form units, with the height of the removed portion equal to the depth of the wood ledger. Wood plates are anchored to the top of the wall. Anchor bolts used to connect the wood ledgers or plates to the concrete are cast in-place with the bolts sized and spaced as required by design. Compliance with drainage requirements of Chapter 18 of the code is necessary. Basement walls designed to retain soil are not backfilled until the concrete has cured and the com- plete floor system is in place. Walls below grade must be either waterproofed or damp- . proofed according to Section 1402.4 or Appendix Chapter 18 of the code. The waterproofing/dampproofing materials are as described in Appendix Chapter 18 or approved by the building official. Compatibility with the wall system must be established based on instructions of both the wall system manufacturer and the waterproofing/dampproofing manufac- turer. . 2.9 Special Inspection: Special Inspection is required except as noted below. Special inspectors shall provide inspection as specified in Section 1701 of the code during the placement of reinforcing steel and " .'11 ER-5119 . concrete, and during the taking of concrete cylinder test spec- imens, except special inspection is not required for taking of test specimens for stem wall foundation construction. When approved by the building official, special inspection is not required provided all of the following conditions are met 1. Wall systems are maximum 8 foot high and are limited for use in single-story construction of Group R, Division 3, or Group U, Division 1, Occupancy. 2. Maximum height of a concrete pour is 48 inches. 3. Installation is by installers approved by A A B Building System Inc. 4. Half the allowable design stresses permitted by code are used for the design of the walls. 2.10 Identification: Each bundle or pallet of form units bears a label listing the name and address of A A B Building System Inc. and one of the block molders who are additionallistees in this report, the evaluation report number (ER'.5119), the smoke and flame- spread ratings, and the name of the quality control agency (/nchcape Testing Services NA Ltd.). 3.0 EVIDENCE SUBMITTED Data in accordance with the ICBO ES Acceptance Criteria for Foam Plastic Insulation (AC12), dated January 1996, and a quality control manual. 4.0 FINDINGS That the A A B Building System Inc. EPS formwork units described in this report comply with the 1997 Uniform Building Code TM, subject to the following conditions: 4.1 Form units are manufactured, Identified, and Installed in accordance with this report and the manufacturer's pubth.hed installation instruc- tions. 4.2 Concrete elements formed by the foam form units are limited to combustible construction. 4.3 Plans and calculations showing compliance with this report are submitted to the building official for each structure. 4.4 Foam form units are separated from the building interior with minimum 1/2-inch-thlck regular gyp_ sum wallboard Installed as specified in this report. 4.5 Special Inspection Is provided in accordance with Section 2.9 of this report. 4.6 Form units are manufactured by the companies shown as additionallistees In this report, with qual- Ity control Inspections conducted by Intertek Test- ing Services NA Ltd. (NER-QA219). This report is subject to re-examination in two years. Page 3 of 4 \; EXTERIOR FINISH DOUBLE JOIST SILL PLATE AS REQUIRED For Sf: 1 inch::: 25.4 mm. w EXTERIOR FINISH 'Ii For Sf: 1 inch::: 25.4 mm. . ,;~~~/. .. %~~ v;0k -/:-{(0- - ~"<<, ' <~~, ~~~~~~~~~~~~~~~~~~~~~ ---- .!. t 6" ONE STORY 7" TWO STORY 8" THREE STORY ER-5119 ~ HORIZNT AL REINFORCING AS REQUIRED t 18" MINIMUM t 12" ONE STORY - ]5" TWO STORY 18" THREE STORY FIGURE l-TVPICAL FOUNDATION WALL DETAIL k~ _______ 'f: ~ i -------- t~ ~ i~ i / ~~~- r -~ I,~;I I ~ 1--------- f~" i~ ~- INTERIOR FINISH CONCRETE (NOT SHOWN FOR CLARITY) VERT. AND HORZ. REINFORCING AS REQUIRED FIGURE 2-TYPICAL WALL DETAIL t 18" MINIMUM t Page 4 of 4 ER-5119 .. r. / INTERIOR FINISH :.. PLYWOOD ~ - /( APPROVED JOIST - ANCHOR (TYP.) 1- ~ = ~~Ar 0 o' ,ijfu ~ ~ ~ >- 3/4" ~ERED ANCHOR Jf-. I - BOLTS)S REQUIRED ~ - ~ - JOIST HANGER " LEDGER AS REQUIRED ~ INTERIO FINISH HORZ. AND VERT. REINFORCING AS REQ.'D ,../= ~f~~ST ~::r~; ) ~ ~ ~. n __~ 1/2" ANCHOR BOLT (TYP,) \ , ~ INTERIOR FINISH "',,-- HORZ AND VERT. REINFORCING AS REQ.'D For SI: 1 inch = 25.4 111111. For SI: 1 inch = 25.4 111m. FIGURE 3-TYPICAL FLOOR FRAMING DETAIL JOISTS PERPENDICULAR TO WALL FIGURE 4-TYPICAL FLOOR FRAMING DETAIL JOISTS PARALLEL TO WALL :~CK .. mMJO~IDff// t tH -~~'=-=~ ~- AS PER PLAN -71\--1 ~~ I ' /1. " ANCHOR BOLT AS REQ.'D : ---- I ANCHOR BOLT AS REQ.'D ----1 ~ HORZ & VERT REINFORCING ~ - ! HORZ & VER,T. REINFORCING - 1 : ~I \ AS REQUIRED / -I AS REQUIRED ...:, ::~, '" - INTERIOR FINISH ~ ~ 1- ffw ~,~. '.--- CONCRETE (NOT SHOWN ( ~ FOR CLARITY) __ I ~, _______ Cii: ' INTERIOR FINISH -- CONCRETE (NOT SHOWN ~ FOR CLARITY) FIGURE 5-TYPICAL ROOF DETAIL RAFTERS PERPENDICULAR TO WALL FIGURE 6-TYPICAL ROOF DETAIL RAFTERS PARALLEL TO WALL . October 30,2000 Tim 8ellevilfe Great Ho.use Oestgn 4027 Victoria Lane Eugene, OR 97404 Re: New Residence fur the Ferchfand family to be built on Lot 58, Ivy Street in Springfield, OR - Suppiemefitai Oetalls for Steel Beam Dear Tim: Mease fino attached details for the attadirnem of b,e gluidm beams to tt<.e Vitii $tea beam across t~ back Of the ferditand garage. I have atso faxed a copy of these details to Oon Moore at the City of Springfieid per his request. Please update your dra~ings to account fur the nevv beam seats. Sincerely I 1 ^() ~ ,\ ,. \; '_., l"uoW-- Tim 'vVolden, ~;: Cc: Don Moore, City of Springf.eid ;.~ L j \ -'~"L ... . ' .: , , I I ,J.,: 1-" ! j : i I ~ I : , ,) I i Iii 1 '3 I : - t \ i .'! '~l.i ' . . , ' i r i' I I I ; . . I I ! i, ~" ( ; YMl'1 (J) fI '14, -::h I ::l:h'fildl r'."ta.v991 i '.', \..;- j- - I.. ,; ~. ! ~. - jS"J,.!~ir'li.. T i/ J i"I.:!. 31", , - r:-<+ .' I I.-i--T~~ , ", , '! . 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I I Jr;~~--rr"- ~ VPJI . : ~'l;.~1\1 SUJ..."-'/"# J!;i .... ~L" fI.-'- ~ ' - r\ :"', :,: m~' .- i I ~)t'i. \}Pit, -- 'f; ~,';\..,~ U8j~~9:T,. (;;.l.!J) \'?:'~-:1N" 1tJ:<c.S"/ ! -~:(~,i (\",9/ ; I I i I i I. I ! , ~lV~.2h 1I11Q\../ : I 1....]"-- :/.......Iv ':.;d~s~ ~S~~ I d~Jr).w-h~", -- . , . ,'~~ rJ l'\.--lH 'I j ii', i I I I' ,..! ~lJl' . I I , " ,...'../ , I ii, I I I " -I ' I I j. ,. /" ",:/ ' J( August 4, 2000 Tim Belleville Great House Design 4027 Victoria Lane Eugene" OR 97404 , ~e: New Residence for the Ferchland, Family to be built on Lot 58, Ivy Street in Springfield, OR Dear Tim: I have completed a structural review of your drawings for the two-story single family residence to be built in the southeast area of Springfield. The review is limited to floor joists~ beams, footings, and shearwalls. ' This two-story structure is constructed of the 6-inch, BlueMaxx, type EPS (polystrene) form system. There is also a large garage and storage area at the -right side of the house. . Most of the roof system is to be designed by a manufactured truss company with the exception of the bonus room/garage roof and high roof dormers. I analyzed critical elements utilizing the provisions set forth in the current Uniform Building Code, 1997UBC. Floor live loads of 40 pst and roof snow loads of 25 pst were used for beam, joist, and footing design. All floors are also wood framed with manufactured wood products and beams are typically glulams with Fb=2400 psi. There is a steel beam across the back of the structure that supports_ a large beam and a portion of the BlueMaxx wall at the rear corner. Refer to the calculc;!tions on the folloWing pages for the various beam and header sizes. The walls have been checked for lateral forces. I used 80 mph wind at Exposure B to check wind loading. I used Zone 3 (Ca=.36)with R=5.5 for seismic load calculations. Seismic forces controlled the lateral design. . A soil bearing value of 1000 pst was used to check bearing pressures for the concrete wall footings. I have reviewed the drawings to ensure that the necessary structural elements, connections, and fasteners determined by my calcLJlations have been incorporated into the final drawings. Please include standard installation' information and' product specifications for the BILieMaxx products as requested by the building department and for ensuring proper installation by the ctor. Please call if you have any comments or questions. ~"-~t.\l PRO~FEJ'J'., .;2 ~G\NE~ :.0 . ~ <<.; 165681> ~ ~' in erely, ...., ,,'~, Timothy. Wolden,P.E. k:~, I o <\) t9 {o'7_ -. . STRUL I URAL CALCULATIONS For the Ferchland Family Residence Springfield, Oregon August 4, 2000 -:fr(iV~lA~ f2BSl~NcJ7 . '~J~~' ~I .~. 'L Client \ I . By ~,\)J~~ Date ~-~ . v l(l Project No. St=re ~NJS~ ~~.' @ '~1?t-r~ L -==- . \'1- ft - ~, . M=.1o ~) \1- ;; \50 \c.~ /)J -c-~ +')f0L5~P6)"'bk~f . , ~ lS6, rf-~ ~::> J~ .~. 1,.~ . 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'" 5S~2..- +S-+/o-tS+ lk<t.) 0:. )b ft . ~. (J.... . . '5t/4-:l (Ol ~ JV.-<t 1 M<-- ~ '-I'j ~ .-1-, '" , {;n K/ ft- . ,..'.... ' . '2-- 3 (;, , .' @l: ~ . ~~.~ 4-.1<3 1" 7-1 'f + 'i l("l.- -z 40 ft . , ,_. nrv)~ . . ~. \}Jl)~~ 'S\v-",...p flw.r ?,o.".; -=- ~5.l;,' ~ ."," %( YI t · cAW '2- . .l{o V ~ La-ft '" bl( 1- t- Ii) ;" 1-7. ft ~ t't'>t> -"js-.b'" L ,,( "l,fr . '2... 2?- . @~ 0- '- \ \ -t lb -t (, ~ 'n f-t'Str~... ~5. to (L. \ ~ . bo, ~ . '), . ~3) / 1ft ~ AjtaM (),~ cA. -\{$ {Q,\[;~S . A&Y'A<^^Jo{ 64 Cd\\c \)JJl f>c 1l>~1ft ~a. . ~ , . , ~ I ~ 606001 . Dsgnr: Description: Scope : COncrete Shear Wall Design " .Description Typical Wall at Ferchland - Maximum A1lqwable Lateral I General Information , lotal Wall Height 20.000 ft Concrete Weight. 145.000 pet Uve & Short Act Separately " I Applied Loads / Short Tenn Lateral Loads... Load #1 0.400 ~ #2 4.000 k . I Wall Data Analysis Height Wall Offset Wall Length Wall ThiCkness fc : Concrete Fy : Rebar . Effective Depth f I Wall Analysis !c Vs.: Story Shear Ms wI Lat Right Ms wI Lat Left ,. Uplift@ Left End Uplift @ Right Vu = Vs · Factor(s) Vu : Applied ' . Nu: Axial Mu : Moment vc" :85 vn:max = " . 'l Summsry t Vu Horizontal As Req'd Vertical As Req'd' Mu : Actual' Bending As Req'd Bottom O.OOft ( datum ) ft . 4.000 ft 6;000 in 2,500.0 psi 60,000.0 psi 5.600 ft Bottom 4.35k' 84.3 k-ft 84.3 k~ft 10.27 k 2,97k 11.330k 15.28 psi 14.78k 119.18 k-ft . 54.542 psi .' 300.00psi ' Bottom 11.33 k 0.14in2 ' rO.09in2, 119.18k-ft . 0.56 in2 "Seismic Factor Seismic Zone . Min Wall As% for Bending Overburden Weight Heiaht , 20.000 ft 10;000 ft Vertical Loads... Dead #1 ,0.300 #2' 0.200 Live . Short Term 0.380 k 0.480 k 2nd Level , 0.500 ft ft 7.000 ft 6.000 in 2,500.0 psi 60,000.0 psi 5.600 ft 2nd Level 8;15k 87.5 k-ft -89.6 k-ft 1.54k 1.84 k' 11.403 k 15.28 psi . 14.99 k 125.50 k-ft. . . 79.765 psi 300.00 psi 2nd Level 11.40 k 0: 14 .in2 . - 0.09 in2 /.-/// psi psi 125.50 k-ft 0.56 in2 ::: ,..{.21.11. .' i -#-4 6/t:- Date: ,,7/1 0.360 3 0.0014 0.00 psf . vertical 20.000 10.000 .. Page 1., I .J Hariz. ft ft I I psi