Laserfiche WebLink
(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />L— — — — — — — — — — — — — — - J <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />tj4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />--(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />VAMES O.C. TO EACH HEADER FACE <br />WALL HEADER DETAIL <br />2 x 6 (MIN.) FRAME <br />SCALE: N.T.S. <br />S4 <br />12 <br />TYPICAL WALL SECTION <br />(Typ) SEE ELEV. <br />------SEE <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2X4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16"O.C. W/ <br />SIMPSON SP2 W/ (12) 1 Od <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />__------POINT EVERY OTHER <br />+ + STUD Wl (3) 1 Od NAI LSP� <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />--- <br />--- <br />SIMPSON SP1 w/ (10) 1 Oci <br />\--�BLOCKINCG (TYP.) <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />— I — ROOFTRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"Xl6" K.O. BLOCK W/ 1 #5 CONT.. <br />MOISTURE BARRIER <br />AND FILLED SOLID WIGROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL <br />DETAIL rF <br />SCALE: N.T.S. �4 <br />-VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />C.M.U. WALL <br />STANDARD 3" DIA. TEE <br />3/4" FURRING STRIPS <br />THREADED 3" DIA. EXTENSION <br />1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) <br />W/ DRYWALL SCREWS <br />FOR CLEAN -OUT <br />@ 8" O.C. OR 4d <br />MIN. EXTENSION FROM <br />DRYWALL NAILS <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4 <br />WALL CLEAN -OUT A� <br />SCALE: N.T.S. <br />� �4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT----\ <br />) #5 <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />4 <br />-4 <br />4 <br />4 <br />STD. 9CPHOOK <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL Wl (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />d <br />NOTES: <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" <br />CONCRETE INSET TO <br />o,,--FORM <br />CREATE A SOLID BASE FOR <br />1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIA <br />< <br />c� <br />w <br />0 <br />FORM CREATES CONCRETE RECESS TO <br />\� <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />8x8xl6 C.M.U. <br />GARAGE DOOR RACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <br />. ...... <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY ............ <br />.......... <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />4 .4 <br />�BE <br />EE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR OTTOM OF MOUNTING <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />rp—"� <br />SHED FORWARD THIS DRAWING. - <br />SCALE: N.T.S. <br />� �4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />INTERIO <br />WA <br />LL <br />c <br />EXTERIOF <br />WALL <br />7 5/81, 8" <br />7 5/8" 8" <br />75/8,, <br />8" <br />A <br />1 <br />R <br />-SOLID AREAS ARE <br />STEEL AND GROUT <br />DOOR OPENING <br />DOOR OPENING <br />A <br />I <br />Fol <br />Fili <br />v <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRYLAYOUT <br />SCALE: N.T.S. <br />VERTICAL JAM <br />33OLID AREAS ARE <br />)TEEL AND GROUT <br />ULL 8x8xl 6 BLOCK <br />)OOR OPENING <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 AND 96-3/8" ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />FBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD <br />EACH END <br />WALL <br />4 <br />/,DOOR STOP <br />Lu 'o. 4 <br />MOL <br />< A' DING <br />a- <br />U) <br />2x TOP PLATE GARAGE <br />2-16d NAILS @ 24" O.C. OR DOOR <br />CHORD OR BLOCKING 2 x <br />EQUAL TO TRUSS BOTTOM 6 P.T. <br />@ 24" <br />2xSTUD v <br />O.C. MAX. rPROVIDE P.A.F. NAILS OR <br />2x P <br />T <br />PLATE EQUAL @ 12" O.C. <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(TY SEE ELEV. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />CRICKET AS REQUIRED <br />SIMPSON SP2 w/ (12) 1 Od <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (TYP.) <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (9) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT, IN CONC. FILLED CELL---,----- <br />W/ STD. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT W/ PENETRATION THRU TOP PLATE W/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z W/ (12) 16d NAILS <br />TOP 2 ROWS 1 Od @ 3" O.C. (14 <br />NAILS TOTAL) EA. SIDE OF <br />4,?,, SPLICE STAGGERED <br />S�PLICE <br />10d @ 8" O/C <br />4 <br />. . <br />STAGGERED FROM BOT. <br />u <br />ATTACH ALL <br />EXTERIOR STUDS <br />SEE A/S3 FOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC) <br />A <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL � �J <br />TYPICAL GARAGE DOOR BUCK � �K <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. �4 <br />SCALE: N.T. s <br />SCALE: N.T.S. <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON rc-) <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS @ 8" <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />l'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) STA30 <br />(3) <br />=(4 <br />(2) <br />1 1 <br />( 4) <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE Wl (2) <br />12d TOENAILS <br />BOX HEADER * EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />o OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />��2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />BEARING WALLS NOTED <br />NOT REQUIRED @ <br />P.T. BO PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SP4 SP2 <br />IF <br />C. <br />2X STUDS @ 24" 0 <br />A <br />- <br />Y /8"xl0'­'T' BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />-2, <br />P <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />P.T. <br />-ATE <br />SIMPSON <br />SP4 <br />simirsON SF4 <br />SP2 <br />17 <br />SIMPSON <br />spi <br />SIMPSOW <br />SP4 <br />10i <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />'x <br />--1 <br />/-J- <br />M <br />2X8 P.T. E <br />BOTTOM P�AT <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />3P4 <br />2X TOP PLATE <br />OVERLAPPING <br />I NAILS @ 6" <br />kGGERED <br />3OLTS @ 24" O.C. <br />\X <br />2X P.T. PLATE <br />�OB <br />10""J" BOLT @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(2215# SPF) <br />3 (3285# SPF) <br />3 (4065# SPF) <br />S (6865# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />& NUT <br />'OXIEDA.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I & NUT <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(l) <br />#5 CONT, & <br />FILLED <br />5/8"X 10'* J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRYWALL <br />N <br />@ <br />A -- 1 Od NAILS@ 6" O.C. <br />STAGGERED STAGGERED <br />0 0 TRANSOM FRAMING <br />BEYOND. <br />1� N <br />— L PLYWOOD <br />SHEATHING <br />0 <br />SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON (USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />spi SIMPSON SP8 FOR 2X8 WALL) SHEATHING <br />SP4 SIMPSON SP2 W/ (12) 10d NAILS MASONRY-- <br />SIMPSON SIMPSON SP1 W/(10) 10d NAILS WALL BELOW o-'-5/8"Xl0"J-BOLTS@24"O.C. <br />SP4 MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />L5/8"xlO" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />SCALE: N.T.S. <br />, RAN <br />N <br />\GE <br />oe <br />6623 <br />TATe OF <br />0 <br />51 1... 140 <br />.00 oot" 1 <br />ORIDIP- <br />N <br />; N <br />'A <br />z <br />-<o z L: <br />u 0, z <br />n2z m �s zo 0'- 0 <br />0, P 'z 2 Lu <br />Z' <br />Z 5.8, <br />zuz� <br />0, R ww <� . U <br /><2 <br />< tr=' -- K -- z <br />0 <br />E Ln <br />z< 2 <br />2'. 0= <br />Z�'- E �- 'z g -Z 0 <br />g w 0 �� < _w Fn u- <br />uoz7, zo-m< <br />>-wo- a <br />m 0 lzz�-q Lu <br />�M�5= x: L� <br />mul: w D < <br />w w I'l <br />w Ln <br />rn r� rn <br />00 'H r'j <br />L.0 r14 �D <br />N ro t.0 <br />­4 Ln 00 00 <br />2 4t <br />10 <br />m 00 uj ui uj <br />6 <br />mmm ui F.: 2 'o'o -m <br />mmm Lu LU <br />z o'o <br />r4 <br />CD Lu < <br />z 0 0 > <br />z < > u <br />ui x 0 <br />-j <br />x < z r-< uj in <br />Lu vi oq wi <br />rl <br />0 <br />0 <br />> <br />c:) <br />r-4 <br />(n ;E c:) <br />C) <br />> U) <br />z <br />1­4 <br />C) -,.r <br />Ln <br />< (n <br />Ln <br />z0� <br />w 0 Ln <br />L- LL <br />u <br />CL oc) <br />< § E <br />z ro <br />z C:) <br />uj <br />C) <br />%.0 <br />U) <br />ui <br />0 <br />z <br />< <br />U) <br />SCALE AS NOTED <br />DATE 03-11-2019 <br />SHEET NO. <br />s <br />I— 1 —1 F-TH-F ------ TT-T-T 7.7FTT- ju, F, jF <br />