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43 -106 78 Whittier Plans 1Truss Requirements Fro: design drawing,. iriss cuu\rrilt:tlnn dnc- iit,e, II, shall lie piepLred hy t rcg,tercd design prales SLOnLI arid mall he pruvi(heI !cJ lie building ,Htrciol ipElloVCd prilir 1<] ,r,u;ihI:iiinn. 1bt,s< Couch LllIIiiiu jucilts J,all 'rudride at a inn iitirit. 'lit, lr!Iorin:uLLcrn speci- fled beloIm. iflLsS shop drawings NtiaIl he pu<IVLded with the ,III 1uncri! of luis delivered to lhc job site. I. Slope ni depth. span nrld 1,aeiri: ) lxua!i,uEuuiPiultlis. Reqtiircd hCIIF, rig widths I. D" p, ]oads u applicable; DI&)r CILL,rLI live loud flncluding show Iu lop chord dead io.Id: 7 Hoitnrii chord live <lad; t. Button L•lIt)fl dLad Iuiad J. .rjnccrtlratech cuacl rncitheirp(uirutsofaJi1iliLttIun: U. Cmtuilling vincl ;ir,d earrhquLe kiads, AiljLusIInehits ii, hunuhici anti 1110111 coii,rectc,r IJinte design wiltie for r:onclil ions at use, 2 flach ir non tnrce arid dIlleLluil, 3. Metal con reel pliie I,, siz, dilL kooss hr gate. lie •hintrcu,siuinieci !c,eaUcin oF each riuctril cciii- rieCic,r p kite ewept where synirneirical ly located relative to hr joint iu,Ieiface. 4. lumber size. speeic and zc-ridc or each icmmitwi 5. CoiILIee!iomr eLlLiiieiueiits fcn 15 I. 1 ruisi to I 1u5, girder, 15 2 Truss plyn p; and 153 Field splices 1,. (:aienhcd defleelinu, nut,, Cr tmixirnllni <tt!tleehmo,i I" live arid Iota1 lujuul. IT Mairnuui, axial eoiripres,oi, forces in the Iruhs ,iir_unher<111 dusLgn the MW, uiijcieeic,tts ioU air- ehorage of Ihe permeflent Cotitihi lees lateral brac 1ig. Forces shhl he shown cm he tONS ccinstwction, driccunrucruts ox on, sutlIpleruucultal ducuirrex,(s, anal IS. Required permanent lnJ:ss member hracnuig location Building Code Compliance This planset was prepared to comply with the International Residential Code (IRC) Parameters For Design Wind Speed: 120 mph ultimate Wind Exposure: 'D Seismic Category: 'C' Snow Load: 30#/sq. ft. Building Data Occupancy: "U" Construction Type: "V Grade-to-ridge Height: Gross building area: HEAVY DUTY GARAGE PLAN #728-IHD 28'x 26' Copyright behm design 4 x 8 sheet --- 33 sheets 4xs sheet --- 31 sheets 22 pcs. 22 PCs 38 PCs. 2 PCs. 2 PCs. Building Materials -List for Behm Design Plan #728-11-10 w.behmdesign.net 1-800-210-6776 Local building code approved substitutions may be made to this list — Variations in construction methods and materials can require modification of this list. Every attempt is made for greatest accuracy, but typographical or human error is possible. Quantities verification by the materials supplier is recommended before materials package is finalized and/or shipped. 100 PCs. 216 If 2 x4 x 144' HF/OF No.2 lookouts material 4 PCs. 2 x 6 HF/OF No. 2 pressure-treated bottom plate 108 If 5-1/2 x 11-1/4 LVL Header 2950Fb 2.OE 13-5 1/2 length --- 2 PCs. 2 x 6 DF No. I Header 8' length -- 1 PC. 2 x6 OF No, I Header 10' length-- 2 PCs. 2 x 3 soffit framing material 132 If Trusses: 4 in 12 slope, 28 span (incl. 2 end trusses) 21 trusses Sheathing Materials 7/16" o.s.b. wall sheathing 15/32" Roof C-fl APIA Plywood, ext. glue P.I. 24/0 Vapor Barrier Roof 15# bituminous felt paper in 36" wide roll--------------------- ---------370 If Wall 71* bituminous felt paper in 40' wide roll 450 If Floor 006' black polyethylene membrane 728 sf Siding Materials 8" textured b.s.b.siding boards with 1" lap 1035 sf siding area Trim: 5/4 x 3 (for alt. siding use lx thk. trims) 10'lengtb--- 4 PCs. Trim: 5/4 x 4 8' length - 11 PCs. Trim: 5/4 x 4 10 length --- 4 PCs. Trim: 5/4 x 4 12' length --- 2 PCs. Fascia: 1 x6 56 If Rakeboard: 2 x 6 18' length --- 4 PCs. Rooting Materials Composition Roofing Shingles Ridgevent material 924 sf roof area 26 If Window and Door Assemblies 4030 sliding window(s) 2 ea. 10-0" x 810h1 sectional garage door 2 ea. 3068 exterior door I ea. Metal Parts & Misc. Anchor bolts: 1/2 tha. x 10" ASTM A-307 Flat washer for 1/2' die: 2" square x 3/16' thick stl. p1. Simpson H10 connectors 50 lbs. 3d common nails @ 145 nays / lb. Sobs. Drip flashing for window/door heads 27 If 2' screened vent strip material 56 If — To advise corrections, call 1-800-210-6776 Thank you.—. (note: electrical components and finishing materials not included in this list) :1 TililI TTTIH esign zill QUESTIONS? ... CALL 1-800-210-6776 www.behmdesign.com PLAN NO. 728-1 HD SHEET CONTENTS: Pictorial View Of Design mmam Project Data '4 Building Materials List Rough Framing 2 x 6 x 115-1/2" HF/OF exterior 'stud' wall framing 2 x 6 HF/DF No. 2 wall top plate material w/ hex nuts Simpson M8T24 nailing strap Simpson 5T2122 nailing strap 16d sinker nails AM mr ALTERNATE FOUNDATION SHOWN iN THIS CORNER IS MONOLITHIC-POURED. ThICKENED-EDGE SLAB! FOOTING. VERiFY ifIT IS A LOCALLY ACCEPTABLE OPTON, SEE DETAIL / I 112" ThOr. RECESSED LEDGE IN CONCRETE MAY BE USED TO GAIN EXTRA DOOR hDGhT IF REaD, FOR GARAGE DOOR(S). SLOPE TO DKAJN OUT, TYP. 2 X G RAJcEBOARDS, TYP. REDUCED HEIGHT END TRUSS - - N NOTE: FOOTINGjSTEMWALL FOUNDATION ShOWN, FOR ALrERNATIVE ThICKENED-EDGE FOUNDATION SEE DETAIL VENTED SOFFIT SEE TYPICAL WALL SECTION H I.. _y. F I .-\ J oL L U t Y /N _ME r [N II 9 I- - - - .LI RIDGEVENT - T4!aErAPL Ut H: I .4 ..- I I BUILDING PLANS QUFSTI0N5LC:ALL 1-800-210-6776 www.lnlMIxsIc;N.c0M PLAN NO. 728-HD DESIGN BY: JJ 8 0 a SHEET CONIENIS: FLOOR PLAN FOUNDATION PLAN ROOF FRAMING PLAN CROSS-SE CHON SHEET 2 0F7 b'2 112- 8-2 /2" UPACTURED TRUSS -7 2 -- -7 MAN ALTERNATE DOOR LOCATIONS "I L iirV OW. x oh. GARAGE DOOR IO'W.X&hC-ARAGE DOOR LINE OF ROOF OVERHANG ABOVE 2XC@ I ccc. FRAMED WALLS 1W / GARAGE CONCRETE SLAB FLOOR 9 (35 maximum) (WINDOWS OPTIONAL) NOTE: SEE EXTERIOR ELEVATIONS FOR SIZES AND FUNCTION Co alternate depth dimension shall be: F F [_/5 l/2x r P/4LVLhEADEK F 5 12x II /4LVLHEADER LINES OF OPEN DOOR ABOVE 7— <\ 3Ob F DOOR CONSTRUCT AS 'ALTER- NATE BRACED WALL PANEL" "Method FFG Portal Frame" SEE DETAIL 2&0 FLOOR PLAN LEGEND SCALE: 1/4" - 14" SWITCH LOCATION CEiLING MOUNTED LIGHT FIXTURE I 1 VOLT DUPLEX OUTLET EXTERIOR WAJ-MTD. LIGHT FIXTURE ELECTRIC PANEL OR SUB-PANEL LOCATION. INSTALL PER LOCAL CODES fl ROOF SLOPE MAY BE REVISED AS REQUIRED, ALTERNATE SLOPE SHALL BE: NOTE: PROVIDE /2" DIA. X 0" ANCHOR BOLTS W/ 711 EMBEDVENT @ MAX. T. O.C. SPACING AND MIN. 12" FROM WALL ENDS AND CORNERS • // I - — H - / 3 I" SLAB EDGE ThICKf / ° openng) TO 8 WITH #4 RfINF.. SEE DETAIL 10-3' 3--1 (rough opening) FOUNDATION PLAN SCALE: 1/4" = 1-0" REDUCED hEIGhT END TRUSS ROOF FRAMING PLAN NOTE: ARROW LINE INDICATES EXTENT OF SPANNING MEMBERS, NOT ThE DIRECTION OF SPAN NOTE: ALL CONNECTORS SPECIFIED SHALL BE SIMPSON STRONG- TIE OR EQUAL 2 X 4 FLAT LOOKOUTS, OVER REDUCED HEIGHT END TRUSS, TYP. NOTE: FOR CLOSED CE LING - MIN, 22" X 30" ATTIC ACCESS OPENING WI G,W.5. REMOV!A5LE PANEL. LOCATE WI 30' VERTICAL CLEARANCE ABOVE SOFFIT FRAMING BELOW, TYF. 28Oh1 BRACED WALLS AS PER 1KG R602. 10, ASAPPUCADLE FOR LOCAL CODES - METHOD: CS-WSP (SHOWN; EXTERIOR BRACED WALLS (MIN. 46') NAIL SIDING PANELS OR ShEAThING WI bd @ G' oc.. EDGES AND @ i 20G., FIELD AND BLOCS AT HORIZONTAL PANEL JOINTS. LINES OF CONTINUOUS CONCRETE FOUNDATION BELOW - SEE DETAIL FOUNDATION ShOWN IS STEM WALL ON FOOTING NOTE: FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING OR CENThRLINE OF BEARING, TYP. AS 5hOW1' NOTE: DOOR AND WINDOW HEADERS SHALL BE 2- 2 X G UNLESS OThERWISE NOTED NOTE FOUNDATION FLAN DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF BEARiNG. AS SHOWN 3G"X 48 CONCRETE LANDING -. F V -4- H -J LI0 Lu, e H ALTERNATE FRAMED WALL - HEIGHT: I DAJNG WALL 67 J 03 (PC' MAX. ALLOWABLE) --- CONCRETE SLAB FLOOR / V = \DE U-, GK SEE TYPICAL WALL SECTION OI'YRJGFIr BEI-IM DESK; 4 CONCRETE SLAB ON GRADE W/GXG- WI4X L4-SLOPE AS SECURED $ AS APPLICABLE [ ALTERNATE: SLAB THICKNESS MAYBE INCREASED TOE /2" ALTERNATE: RfNF. MAY BE INCREASED TO #4 RE-BAR @ P & O.C. FA. WAY @ MID-SLAB SEE DETAIL CONCRETE FOUNDATION CROSS-SECTION SCALE: 1/4" = 1-0" LEFT & RIGHT SIDE WALL FRAMING ELEVATION FRONT WALL FRAMING ELEVATION dccc: co a QUEST(ONS?...CALL 1-800-210-6776 www.behmdesign.com PLAN NO. 728-1 HD SHEET CONTENTS: in EXTERIOR ELEVATIONS 0 1 WALL FRAMING ELEVA11ONS 10' W. X IT H. GARAGE DOOR 10' W. X 8'H. GARAGE DOOR I NOTE: NOTES AND MATERIALS INDICATED IN THIS ELEVATION ARE TYPICAL FOR ENTIRE BUILDING AS APPLIC. LEFT & RIGHT SIDE ELEVATION SCALE: 11411 1-0" FOR HORIZONTALLY APPLIED WALL SHEATHING PROVIDE 2 X 4 HORIZONTAL BLOCKING BETWEEN STUDS FOR PANEL EDGE NAILING AT BRACED WALLS REAR WALL FRAMING ELEVATION REAR ELEVATION SCALE: 114" = SIDING: 8' X 7/16" TEXTURED O.S.B. SIDING BOARDS, OVER 7# FELT VAPOR BARRIER, OVER SHEATHING (APPROVED ALTERNATE SIDING MATERIALS MAY BE SUBSTITUTED) i ALTERNATE SIDING: 7/16" TEXTURED OS,B SIDING PANELS OVER 7# FELT VAPOR BARRIER 5/4 X 4 / 5/4 X 3 CORNER BOARDS 5/4 X 4 WRAP TRIM - BUTT SIDE MEMBERS TO TOP AND BOTTOM MEMBERS NOTE: FOR ALTERNATIVE SIDING USE lx TRIM BOARDS - NAIL OVER SIDING PANELS, TYP. LINES OF FOUNDATION GARAGE DOOR(S) HEIGHT MAYBE REDUCED TO 71011 FRONT ELEVATION SCALE: 114" = GRADE LINE RIDGEVENTI CONT. COMPOSITION ROOFING 1 X 6 FASCIA, TYP. NOTE: NOMINAL WINDOW SIZES ARE SHOWN: FEET/INCHES WIDE X FEET/INCHES HIGH, TYP. - VERIFY FRAMED OPENING REQUIRED BY PRODUCT MFR. NOTE: FLASH OPENINGS AND PROVIDE WEATHERSTRIPPING AS REQUIRED BY LOCAL CODES 4030 SLIDER DOOR REDUCED HEIGHT END TRUSS NO 9. DRIP EDGE FLASHING - 2 X 6 RAKEBOARD, TYP. LIGHT FIXTURE, TYP, REDUCED HEIGHT END TRUSS HEADER HEADER All BUILDING PLANS t-800-210t776 WWWJWI JMDFSIGN COM PLAN NO. 728-1HD 7 ca -' t - SHEET COP.ffENIS: TYPICAL WALL SECJONS FOUNDATION DETAILS ROOF DETAILS SHEET 4 0F7 COMPOSITION ROOFING 5# FELT 5/32U PLYWOOD SHEATHING [1-1011 DRIP EDGE I X G FASCIA MIN, 1/2" DRIP 11311111 1 K 3/8' SOFFIT MATERIAL NAILED TO BOTTOM OF 2 X 4 LOOKOUTS TRUSS SIMPSON 110 CONNECTOR CONTINUOUS 2 X G DOUDLE TOP PLATE 2 X G "STUD" WALL FRAMING @ I G` C.C. 2" CONT. VENT 3/8" SOFFIT STRIP/SCREEN J X 2 TRIM ShEAThING OR SIDING PANEL AS SPECIFIED I 5/32" PLYWOOD SHEATHING FLAT 2 X 4 LOOKOUTS OVER END TRUSS TOP ChORD METAL DRIP Ft.ASKING 2)< G RAKEDOARD 2 X £ PRESSURE-TREATED BOTTOM PLATE COMPOSITION ROOFING 15# FELT TRUSS REDUCED hEIGhT END TRUSS CONTINUOUS DOUBLE 2 X G TOP PLATE 1 1 411 MINIMUM ACS PAN 0/h 1 'TYPICAL WALL SECTION @ EAVE SCALE: 3/4" = 1-0" SHEATHING OR SIDING PANEL AS SPECIFIED 2 X G FRSSURE-TKEATw DOITOM PLATE FiNIShED GRADE NOTE: FOR SLAB AND FOUNDATION SEE"TYPICAL WALL SECTION EAVE'DETAIL 2 X G I!STUD!I WALL FRAMING AT I G' 0.0. N 2 ) TYPICAL WALL SECTION @ GABLE SCALE: 3/4" = 1-0' NOTE; Li 2 X 4 WALL FRAMING MAY BE 5U5STITU1ED FOR? )< C AS SHOWN - FINIShED GRADE - C" (MIN.) -x COMPLY WTh LOCAL, = REQUIREMENT FOR (S FROSTLINE DEPTH OPTIONAL PERFORATED FOOTING DRAIN - SURROUND 8 PEA OF WAShED GRAVEL bEARING SOIL 1/2" DIA. X 10" ANCHOR BOLTS MAX G FT. O.C. SPACING WI 2' 50, X 3/I G' ThK, STL, PL, WAShERS 4' CONCRETE BLAB F j (ALTERNATE " ThICK) .000" POLYETHYLENE VAPOR BARRIER 4" GRAVEL BASE AS REQUIRED CONCRETE FOOTING! STEM WALL WI (4) RESAR, CONT. AND #4 X I VEST. DOWELS © 48' O.C. 1 II2 DIA. X 10" ANCHOR BOLTS / @ MAX, G FT. 0.0. SPACING / WI 2 SQ. X 3/ i G" ThS. STL. FL. WASHERS FINIShED GRADE NOTE FOR BLAB AND FOOTING SEE 'TYPICAL WALLSffCT(CN EAVE' DETAIL TOP COURSE BOND BEAM WI (I) #5 CONT. 8 C.MU. FOUNDATION WALL WI FILLED CELLS #5 VERTICAL @ 4-0" O.C. MAY, SPACING " KOOK bEARING SOIL 2< G PPE55UREJRfATED bOUOM PLATE lIZ' DIA. X 10.1 ANCHOR BOLTS MAX. G F1. 0.0. SPACING wI 2" sc. x 3/ J G" thk. washers 4' CONCRETE SLAb .0OC POLYETHYLENE VAPOR bARRIER GRAVEL BASE AS RfOLD MONOLIThIC-POURED, ThICKENED EDGE CONCRETE FOOTING WI (3) #4 REINF, bARS, CONT, NOTE; COMPLY WITH LOCAL REQUIREMENT FOR ThICKENED EDGE DIMENSIONS IF NOT AS ShOWN r FINISHED GRADE / —'-4 OPTIONAL PERFORATED FOOTING DRAIN - SURROUND 18" WI PEA PR WAShED GRAVEL bEARiNG SOIL 3') MONOLITHIC FOOTING DETAIL / SCALE: 3/4" = 11-011 ALTERNATE COPYRICI IT BEHM DJISIGN OPTIONAL PERFORATED FOOTING DRAIN - SURROUND 8W! PEA OR WASHED GRAVEL BLOCK FOUNDATION WALL DETAIL / SCALE: 3/4' Ll ALTERNATE SIMPSON CONNECTORS CORRUGATED PLASTIC RIDGE VENT - FOLD OVER RJDG, CONFORMING TO SLOPE OF ROOF— c RIDGE CAP ROOFING MATERIAL, NAIL TO SHEATHING THROUGH PLASTIC VENT - ROOFING SHEATHING TOP or ROOF FRAMING II TO i - 1/2" FOR FREE MR PASSAGE RIDGEVENT DETAIL b12 attaching truss to lop plates I" / / STUDS @ CORNER OPTIONS (PLAN VIEWI 5 FLASHING DETAIL (PANEL SIDING) VfrR fy DOOR ROUGH OPENING REQ'T. (VER(FY WINDOW ROUGH OPENING REQUIREMENTS FROM MFR) CRIPPLE STUDS OR FILLER FRAMING AS NEEDED -- HEADER AS SPECIFIED - TRIMMER STUDS SING STUDS PRESSURE-TREATED 5011DM PLATE DOOR OPENING DETAIL WINDOW OPENING DETAIL DESIGN BUILDING PLANS QUF911ONSLCALL 1-800-210-6776 WWW.BUIMDFSIGNCOM PLAN NO. 728-1HD DFSIGN BY: us 0 C — SHELF CON LNT& WALL FRAMING DETAILS ALTERNATE BRACED WALL PANEL DETAIL FLASIIING DETAIL (PANEL SIDING) SHEET 5 0F 7 SIMPSON M5T24 - FULLY NAIL W/ (JO) 1 OctNAILS TO INSIDE FACE OF FRAMING, Th'F. WALL TOP PLATE r r hEADER AS SPECIFIED SIMPSON 5T2 I 22 STRAP SINGLE TOP PLATE P. 4 CONTINUES OVER HEADER FRAMING DOWN TO TOP OF OPENING TOP OF CONCRETE SPACE EVENLY It--_--- TOP OF CONCRETE SPACE EVENLY , (SEE FDN. PLAN) ------1 METHOD: PFG 7/1 G '0,5.13, ShEAThING - NAIL TO ALL FRAMING WI bd @ Y C.C. EA. WAY EXTEND END STUD TO TOP OF HEADER FASTEN TOP PLATE TO HEADER W/ (2) ROWS OF I GcI SINKER NAILS § 3" 0.0., TYP. TRIFLE STUDS SINGLE STUD 1/211 DIA. ANCHOR DOLT, WI 711 EMBEDMENT INTO CONCRETE WI 2' X SQ. X 311 G ThK. STL. FL. WASHER PR.ESSURf-TREATED @011CM PLATE 4 I ALTERNATE BRACED WALL PANEL METHOD PFG PORTAL FRAME (SEE PON. PLAN) 3 1 GARAGE DOOR SEPARATOR DETAIL ThADER AS SPECIflED - 12" DIA, ANChOR. DOLT,WI 7 EMBEDMENT INTO CONCRETE WI 2 X SQ. X 3/I G" ThK. STL. FL. WASHER BOTTOM PLATE SINGLE 2X KING STUD DOUBLE 2X TMMLR STUDS CONT. DOUBLE TOP PLATE CRIPPLE STUDS HEADER AS SPECIFIED STUD WALL FRAMING SILL CRIPPLE STUDS TRIMMER STUD KING STUD bOTTOM PLATE BOTTOM PLATES bELOW BOTTOM PLATES BELOW / IS ---IPIUG PAU&L _----I10I4TLJR15- BAPI&P COUTR.1U0LJ4 IJIJDEV U012I0WTAL 41D1110 joiur 4GM rR C GIDIUG PAIJE-L coIJrI101Jo1J4 U01190I4T4L I ME-rAL ?LAC,UIU& WI 2 - ILl. (IAiu) OVELAP4 J01Ur4. - LASHING DHI VINYL WINDOV UNIT VAPOR UAHRIEF1 - WINDOW WRAP TRIM THE IINGISIDING NAL IN F&)F1 Al IAUI IMLNI HEAD (> JAMB LI' SILL N NAT, INC,PIN I OH AT I ACFIW N •A,1NUUA WRA i'•[ H I • yAL:jH SATIN E Si .i; Arü SL :.R;Ptt ST [ps REA0FR AS SPECO SF11 Al IIING., SIDING VAPUH EARHIFF WINDL)l .vFAF I .NAIIJNU FIN ic'H K SHIM 1L, LEVEL ANT! $LWI'UHT i X 4 SILL 'WRAP TI?A SHIM S t. AT I PiG. sa VAPOR bAi4FIC11 W't.AP rfL', CASING, NAIL 10 1 flAMING HEAD> JAMB> THRESHOLD iNHiuE ,kcJDn IN AU [H AS SI 'Tc: 0 - SHILATHIN6 SID NI,. VIl'U1R sAkHIL - V L. I1 DIUP F L)G1 cAULK DOOR PANEL ,d MOF1TISLO r*NIftHS -- rHRVS1tT.ILTI H SLAL Copyright behm design A. General The following notes shall clarify and supplement the working drawings. B. Codes & Standards International Building Code (IBC), International Residential Code (IRC) - Ad-SIB; ACI SP-15 / M.B.M.A Manual (and comply with all local applicable codes as required by Building Official) C. Live Loads Ground Snow Load (maximum)... 70 lbs/sf Floors .......... ............ 40 lbs/sf Stairs & Exist ...........100 lbs/sf Wind... ....... .... ....... .120 mph ultimate, exposure D Seismic zone.... ........ C" Earth Pressure SDIbs/cf equiv. Fluid pressure D. Soil & Foundation Data 1. Soil bearing data not available. Assumed soil bearing capacity = 1500 lbs/sf. 2. Extend all footings down to undisturbed soil of the specified strength with a minimum depth of 1-6' below adjacent grade, or as required by local building official, based on local frost line depth. 3. Center all footings on columns and walls unless specifically dimensioned otherwise. 4. Compacted fill to be well graded and granular with not more than 5% passing a 200 sieve. Place in 8-inch loose lifts and compact to 95% modified MSHO density at optimum moisture. E. Cast-In-Place Concrete and Reinforcing Steel 1. Concrete of the following 26-day strength: 5 sack cement/cy (mm. 2500 psi); max. 6 gal water/sack for all structural concrete, including foundations and slabs on grade. Maximum sized aggregate VI. Maximum slump 4. Add Master Builders Pozzolith per manufacturers recommendations to all concrete except footings. Concrete for exterior walks to be air entrained (5% air). 2. Reinforcing steel ASTM A-615 grade 40/60. Use grade 40 for temperature steeL stirrups and dowels. Detail, fabricate and place in accordance with the latest edition of A.C.I. Manual Of Standard Practice'. 3. Concrete cover on reinforcing steel (clear dimensions): Suspended slabs ...... .................... .......3/4" Beams & columns (to ties)...............1 Y2' Non-exposed vertical faces .................... 1" Vertical faces exposed to earth or weather..2" Bottom of footings ............................3 Slabs-on-grade (from top) ............. ........ I 'A' 4. Lap all field splices 24 diameters with minimum of 12". Bend outer wall footing bars 12 inches or use corner bars at all corners and wall intersections. 5. Provide mm, one continuous #4 bar at top and bottom of foundation walls w/ #4 at 12' o.c. where wall height exceed two feet. Provide mm. two continuous #4 bars in footings. Dowel foundation walls to footings w/ #4 x 1-6' long @ 16' 0.0. Embedded 6" into footing. (No shear keys required) 6. Reinforce around wall and slab openings, with sides of 12" or greater, with two #5 bars extending 24' beyond corners on all four sides. Provide one extra #5 diagonal bar, 4-0' long, at each corner. 7. Slabs-on-grade: Roll sub grade and moisten before pour. Saw cut crack control joints within 24 hours of pour or install Zip-Strip, with maximum of 12'-U' for 4" non-reinforced slabs and 40-0" for reinforced slabs. (mm. reinforcing: we x 6- w1.4 x 1.4, supported) 8. Vibrate all concrete. Segregation of materials to be prevented. Test cylinders not required. 9. Place no fill against foundation or basement walls until floors are in place or walls have been adequately shored to resist lateral earth pressures. F. Masonry (as applicable) 1. Hollow masonry units: F'M=lSSO (half & half c.mu.) Mortar type 5: 1 pc, ½ lime putty, 4 sand Grout: 2000 psi pea gravel concrete (7 sack) 2. Reinforcing steel: ASTM A-615, grade 40. 3. Place grout in lifts no greater than 4-0" height. 4. Wall reinforcing: 6" walls: #4 vertical @ 48" o.c. w/ #9 wire horlz. Joint reinf. Q 8" o,c. 8" walls: #5 vertical © 48" o.c. w/ 3/16' dia. wire horiz. Joint rein?. @ 8" 0.0. Install two bars in corners, wall intersections, wail endings and around openings. Lap all bars 20 inches and joint reinforcing, 12 inches. Use corner bars for outer bats in bond beams and at intersecting walls. 5. Anchor brick veneer to wood framed wall as detailed with 22 ga. X 7/8' x 7" galvanized corrugated wall ties © 16" o.c. ea. Way with one Simpson n20a nail. G. Timber and Wood Framing 1. Substitution of wood species identified herein may be as approved by local Building Official and material strength and capacities shall equal or exceed that of the species identified herein. 2. All lumber to be graded per book 16 of the West Coast Lumber Inspection Bureau: HF/OF no. 2 for joists, rafters, light framing, plates and bracing OF no. 1 for posts and beams HF/OF stud" for stud wall framing 4. Joists and rafters (lumber) shall have 2 nominal thick solid blocking at supports. 3. comply with the latest edition of the NFPA 'National Design Specification" as modified by the applicable code for all structural timber requirements 5. Spike laminated members together w/ lOd nails @ 12" cc., staggered. Splice laminations at supports only. 8. Provide cut washers for all bolts bearing on wood. 7. All nails shall be common wire nails. 8. Glue-laminated timbers Douglas Fir, AI.T.C. grading: combination 24F- V3 for simple spans: 24F-V8 for cantilevered spans. Dry conditions of use Architectural appearance grade where exposed to view. Fabrication plant A.I.T.C. inspected./ Wrap individual members. 9. Plywood: Roof sheathing to be 15/32" C-D int-spa plywood with exterior glue, P.I. 24/0 (use 5-ply for panelized roofs) Nailing Ed @ 6" o.c. at panel edges and ad © 12'o.c. at intermediate supports. Sub-flooring to be VI' C- D-apa plywood with exterior glue, P.I. 32116. Use T&G if no underlayment. Glue and nail with lCd @ 6" p.c. at panel edges and © 10' at intermediate supports. 10. Pre-fabricated trussed members to be designed by applicable state licensed engineer in accordance with requirements shown in the drawings. Contractor shall verify as-framed dimensions and conditions prior to truss fabrication and coordinate as required. All engineering data shall be made available for submittal to the Building Official as required. H. Structural Steel 1 All steel, except tubing: ASTM A-36. Pipe: ASTM A-53, Type E or S, grade B. Tubular section: ASTM A500, grade B. All bolts: ASTM A-307/A- 2. All fabrication, erection and detailing shall be in accordance with the latest edition of the 'Manual Of Steel Construction" of the American Institute Of Steel Construction. 3. All welding by WABO certified welders in accordance with the 'Welding Handbook" by the American Welding Society. 4. All welds 3/16" mm. continuous fillet welds using AS WAS, E70XX electrodes. 5 provide washers on all bolted connections. 6. All steel not embedded in concrete or masonry shall receive one shop coat of an approved primer paint. Apply two coats of heavy asphaltic paint to all steel exposed to earth. 7. Furnish complete shop drawings prior to fabrication. I. Miscellaneous i. contractor shall verify all site conditions and dimensions infield. 2. Provide temporary bracing as required until all permanent connections and stiffening have been installed. 3. verify size and locations of all openings in floor, roof and walls and coordinate with electrical and mechanical work. 4. Pre-fabricated items shall be handled and installed in accordance with manufacturers' recommendations. Pre-fabricated assemblies shall be coordinated with any as-built conditions by the contractor regarding dimensions, clearance and applicable building code requirements. 5. All HVAV equipment shall be determined by owner and/or contractor specific to this project and comply with all applicable codes. Performance data and distribution layout shall be provided by mechanical subcontractor. Submittals shall be coordinated by the contractor as required by the Building Official. 6. It is the intent of these drawings and specifications to comply with the requirements of the applicable Building Code and all other relevant codes and ordinances. Any discrepancies, omissions or errors shall be brought to the attention of the designer for clarification or correction before beginning the work. It is the responsibility of the general contractor to seek clarification or correction if needed I -I fiT ding 'S rQUESTIONS? CALL 1-800-210-6116 www.behmdesign.com PLAN NO. 728-1 HD DESIGN BY: JJB SHEET CONTENTS: STRUCTURALJGENERAL NOTES WINDOW DETAILS DOOR DETAILS STRUCTURAL/GENERAL NOTES & SPECIFICATIONS WINDOW DETAILS (NOT TO SCALE) DOOR DETAILS (NOT TO SCALE) WALL SHEAThING USED TO PESIS'r WINO PRESSURES •*IWI$4 ML I.MUU 0,00oOa P*MLSPAN AflG *MIJM NOaIML IWOWJM WflL " pma VIIND WD (nb) r gragaMoun F..,.flSoa Sits (khn) NICVJ*SS ww. ICIS) Gatti Food 1.5 (2.Q"x0.1131 2410 3/8 16 6 . 12 110 90 Sdcommot .75 24116 7116 16 6 . 12 130 110 '05 24 6 12 110 90 85 Fo, SL nch 25.4 ni I nik per her = 0447 nil. .. Paswp frIorpu&srppcsttTh plywoodshinithrciudcap.cedu,ore!bam l6Slie60.cfrrshJtb.apphcdwithpwA tTh ,is perpendioJat uppIs. a sbedonw*,dpcair tonRO2 o. flOLE RW2.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEAThINO Mch) Ti'.(liesil GRADE &TUO sPAarla *n sIdn S t4 W .tjda WSe Sai' S nSi.d ii..t*ig 3i M-1 Extetior ghit 16 - '2 M-2 Extericc glut 16 16 a. All panci e4g muM tt ppoc1 Leave. 9,'th gap dweegpan.h ad at mc d. Oan'l,Sb Crc,,, pnIodt. TA& 11102.1(3) REQUIRENEN1S FOR WOOD STAUCThMJ. MML Wood avuctural panet., suitiloor, 'out and intatlor wall to IT.wtflg sad panIc let oard viall Stoatblng an f.ta,Jag TRACK - MOUNTS TO CASING WING PANEL TRIM JAMB STOP ROLLERS MOUNTED TO GARAGE DOOR JAMB GARAGE DOOR FLOOR SEAL AS SELECTED OPTIONAL DEPRESSED SLAB EDGE FOR RAIN SEAL THICXENED CONCRETE SLAB EDGE THRESHOLD' APRON/PAVING 112" EXPANSION JOINT MATERIAL FOUNDATION AS SPECO. HEAR AS SPEC-D. 2X CASING HEAD JAMB SIZED FOR WALL THICKNESS TRACK GARAGE DOOR STOP, MAY BE FITTED WITH SEAL /4 andlesa 38 33 35 23/•, structural celluilosic fubettionril sheathing 36 '/f gypsum sheathinV 37 I 14" gypsum sheatltga 39 40 11, stmcttn'at cellulosic fiberboard sheathing 34 TABLE 11612.31 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS HEM DESCRIPTION OF BUILDING ELEMENTS NUMBIP AND TYPE O FAZIENER L SPACING OP FASTENERS Roof Blocking between joists or iafters to top plate, toenail 3-8d (2112-0.113') - 2 Ceilingjoists toplato, toenail 3-8d(2 x 0.113') - Ceiling joists not attached Co parallel rafter, laps over partitions, lace 0511 3104 - 4 Colin tierafter,facenailor IVLX 20jageridgestrap 3-10d(3"~ 0.12$") - 5 [Rafter to plate, Mine nail 2,16d(31/1'-0.135) - Roof rafters to ddge, valley or hip rafiers: 6 toe nsiI face nail 4-16d (S'/2' 0135") 3-164 0.1351 - - Wall 7 Built-op corner studs 104 (3 x 0. 12$) 24" 0,0- 8 BuUt-up header, two pieces with /f sjiecer 16d (3V.," x (1135") 16' o.c. along each edge 9 Continued header, two pieces 164 (3'2 x 0.135") 16" o.c. Along each edge 10 Continuum header ls stud, tot nail 4-Sd (2'/f x 0.113') - 4 II Double studs, face nail 104(3" x 0.128") 24' o.c. 12 DOUbLe lop plates, face nail 104(3" x 0.122) 24' ox. 13 Double toppiatn, ninintum48-irch offset ofendjonts, face nail in l?229d area 8-164 (1 1" 0.135") - 14 Sole plate enjoin or blocking, face nail 164 (SW' x 0.135") IV me, IS Sole plate to joist or blocking at braced wall panels 3-164 (3/,° x 0.13$") 15' o.c. 16 Studtosolo plane, age nail 3-83 (21/z x 0.113') or 2-lad x 0.13$") - 17 T or sole 'late to Mud,end nail 2-164(3'! x 0.135") - 18 Top plates, laps at comets And inte,ect,ons, face ..it 2- lOd (V x 0,128") - 19 1' brace to each stud and plate, face nail 20 1" x 6" sheathing to each bearing, finge nail 21 I' x 8" sheathing to each heading, face not 2-8d(2'/fx.l13") 22 Wider than r' x 8" sheathing to each bearing, face nail 3-Sd (2/2" x 0.113") 4 otahn I 3/4 - - Floor 23 Joist to sill or gizd&, toe nail 3-8d (21/f x 0.113') -- 24 F' x 6 subfloor or less to each joist, face nail 2-8d (2'4'x 0.113') 25 2' subfloor to joist or girder, blind and lace nail 2-16d (3'/, x 0.135") - 26 Rim joist to top plate, IN nail (roof Applications also) Sd (21/f x 0.113") 6oC. 27 2' planks (plank & beam- floor & mcI) 2-166 (31/.f x 0.135") at each bearing 28 Built-up girders and beams. 2-inch lumber layers lCd (V 0.128") Nail each layer as follows: 32" ox. at top and Ixoman oil Maligned Tincinails, Made And at each splice. 29 Lodger strip supporting joists orraftexs 3-166 (31f2' x 0.135') At each join orrafter SPACING OF FASTUIEFa Mtannediat QncheL' Edge -, .1 30 31 6 - I TABLE 9602.342) mATE ATTACHMENTS -r SPACING' OP FASTENERS NOMINAL MATERIALTHICKNESS (hlthet) DESCRIPflON"OF FASTENER AND LENGTH Edfl l7ntsrn,edIiM Jflej (inches) aupperts (Inch..) Wood atruetural paliols subitoor, root and all nhathi.g to training and partleleboard wall shnthin9 to framing Staplel5ga11/4 4 8 op to 4 0.097 - 0.099 Nail 2/4 . 3 - 6 Staple log.. 0,3 - 6 0.113 Nail 2 3 6 "42 and Staple 15 ad 16 A. 2 4 8 0.097 - 0.099 Nail 214 4 S Stap3e 14 pa. 2 4 8 -. Staple 15 ga. l'/ 3 6 23/, and ll, - 0.097 - 0.099 Nail 2/4 4 8 L Staple loga.2 4 8 Staple 14 ga. 21/ - 4 8 OAl3 Nail 2/4 3 6 Staple 15 ga. 2I4 4 0.097 - 0.099 Nail 2iA 4 SpActIG' OF FASThNERS firchal NOMINAL MATERIAL THICKNESS DESCP4PII0I11b OF FASTENER AND LENGTH MS) Ed". (inohas) Body 0 paa.f (ladles) Floor undsdaynant; plflood41ardbcard-PtfliCISb0tl P1)1w 000 l'/4 ring or screw shank nail-nhinhtflwfl 3 12/, p. (0.099') shank diameter 6 Staple IS pa., 14. /,4crowa width 2 5 II.,Th 3i8 :s, MA ' PA 1 1/4 ring or screw shank nail-minimum I . 12 / ga. (0.099'* ) shark diameter 8 4, and 3/4 I 1ring or new shank nail-minimum 12V, . (0.099") shank diameter 6 Staple 16 a.. (1/. 6 Hsrdbasrd' j I'!, long ring-ooved underlment nail 6 6 0.200 I 4l cement-coated sinker nail 6 6 Stapie LB pa.. 'I long (plastic coated) 3 6 Patildeboerd -n . , 44 nrig.grooved underlaytnent nail 3 6 Staple 18 go., 7/5 long. crown ' 3 6 64 r'groovcd underlaynent nail 6 10 It' Staple 16 ga.. I 1/v long, 31, crown 3 6 L &dria-grooved underlavment nail 6 10 Maple tO 3., IIgIODP. ! crown 1 6 For SI: I nob = 254 mu'. Nail sagcneral dcseriplioa and may be t-head, modifird round tcsl or round head. to Staples thai' lian a minimum crown width of'/-incb on diameter except as ntiS. c, Nsilscrstaplessh.11b. spaced atnotmorethan 6 cwhcsonctnrerat all supportswherespansart 4 riches orgreater. NsiLcorstapIesIatIlbe sp4cedal rlotm&e than 12 inches on center at intccmediatc suppov1 for floon. it. Faspacts shall be paged in a grid patlan throughout the body of the panel. e. For 5-ply panels. inlerrnffdiate nails shall be spaced not cuort than 12 inches on center each vay. I l3ardbcrd underlayinent shall conform to ANSI/AMA A135.4, (T' GARAGE DOOR DETAILS Jo I BEHM DESIGN QuusrI0NSLcAIL 1-800-210-6776 WWW.BEHMDESIGN.COM PLAN NO. 728-1HD to 0 0 SHEET CONTENTS: CODE REQUIREMENTS FOR FASTENINGS AND SHEATHING GARAGE DOOR DETAILS SHEET 7 OF 7 - FASTENING REQUIREMENTS - FIlM DESGRWTION CF SUILWW MATEPMLS DESCRIPIIOII OFFAS1ENE' ód common (2" x 0.113") nail (subiloor wall)1 84 common (2'if x 0.131") nail (roof) 6 121 64 common (2" 1 0.l 13') nail (subfloor, wall) 84 common (21/2" x 0,131") nail (roon! 6 129 Sdcommon nail (2'4" x 0.131") 6 12. 104 common (3Y x 0.148") nail or 6 8d(21/,' .0.131") deformed nail 12 O. S awannt If galvanized roofrn nail, 'I" crown or I" ctvwti staple 16g.., 1/4 long 3 6 14' galvanized ztofin nail, crown or I" crown staple 16 p., "a" long 3 6 1 :/,,' galvanized mofrng ..it; staple galvanized, P/2"]ong; l it, scones, TypeWors 7 7 I q4 glavaoized root5ng nail; staple galvanized, '4" long; I'/" screws, Type W or S 7 7 Wood .buclwsl panes, contoo .ubtI.or und..tayn'ent b 66 deforrncd (2' x 0.120") nail or Sd conmon (211,". 0.131') nail 6 12 Sit common (21/f x 0.131") nail or 84 deformed (2'If x 0.12(Y) nail 6 12 104 common (3" x 0.148") nail or 3d deformed (2'/f x 012(Y") nail 6 12 For SI; I inch 25.4 urn, I toot = 304.B mm. I mite per hour 0.447 Ss Ikil = 6.895 MP,. a. All nails are sooth-ctrnnion, box ordefomted shanks excqt wltrr otherwise statS. Nails uted for framing and sbeabing connectines shall have minimum averge tending yield innards as oboww 80 hi for aakainmerer ore. 192 inch (20d common naill, gü cii for ssokdiametnslarge then 0.142 Inthbui cot larger Wool 0.IDiuo and l0OksI for sInkdiameiaof0.l42inchorless K St4e area gage wire sod ban a minimum '/,çinch on dbmezcrcrnwu width. c. Nails shall be pact4 at ,ict nort than 6 imchn on center at all sppons where spans arc 48 inches orgreatc.. ii w-fooI-by-&.1oot or 4-foo€-by-9-fool panels til be applied enicalIy. Spacing oflttenas act iticluded a this table shall be b,ed on 1b1e R602.3&2). f. Fort iooshavingbasicwindspeed ot1I0aç4ior8nattr,8ddeFonned(V4'xaI20}ilsshallbeusedthrattcbinppwoodan4woodsuucwralpanelroof slwaihiizj to fran'mg wilbin ntiaimtan4g-inch tiaace ftoo gble end walls. if meat' rf height imot than 25 kec tip (035 leet maxiwum. g. on cager. Whenbasic wthdspeedis grraterthan IOU mpb,naiIforattachingpsnel refshe thiugtointnrnediatesvpts shall be spaced 6 achesonceuterfor mlnimtun4S-iivh disace from ridges, ens and ble end walls; and 4inchti on ceijter to gable end wall framing. I,. Gypsum sheathing shall conform to ASTh4 C '396 and thall be isuJted in accordaice 'bith GA 253. Vtbethosrd shatbmg shall conform m ASThIC2ffl. i. Spacingoffastenerson floorshernbiopa,zeIe,Igesappliestopanel edga auppocted byfnming memberi andrequired blockingandMall flapedmetasooly. Spacingoffastenessofsheathgpe,,eledgcnpplicsro1 n& edges suppniedby franiingmea*cn aadrcquiredblg.fltotgofrocorfloorsIcath. ingpooeedgnperçcadiculwtotheframingmemkrsneed pro.&dexizptas tcquiredbyotherpruvisionofthiscode. Floorpcnmarsh.fl Iiesuppocwd by framing members or wild bIockin 3 C