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(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 />HEADER FLUSH TO OUTSIDE OPTION <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES :�,\2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL 1 <br />SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. 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)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />�+ STUD W/ (3)10d NAILS <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 />SIMPSON SP1 w/ (10)10d — <br />co NAILS AT EACH STUD <br />CD <br />N 2x P.T. PLATE <br />r- <br />9 1 5/8" x 10" "J" BOLT @ 24" O/C MAX <br />0 MRTM-101&1 1:1QkTA1:11kiII <br />N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />J, AND FILLED SOLID W/GROUT <br />' I 1 #5 VERT. IN CONC. FILLED CELL W/ <br />n, STD. 90A HOOK IN K.O. BLOCK <br />N I KNEE WALL ABOVE MASONRY WALL DETAIL <br />BLOCKING (TYP.) <br />L-ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />0 <br />O <br />0 <br />N <br />O� <br />N <br />lb <br />LZ <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />001 <br />N SEE PLAN FOR FOOTING <br />o DIMENSIONS <br />WM <br />M <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />w <br />VENT OR 2ND FLOOR <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL 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 />DRYWALL NAILS <br />MIN. EXTENSION FROM <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 />DRAIN <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. SLI <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J <br />� d ° <br />8„ STD. 9THOOK 8" <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 W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />lO 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 />O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />Q 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 />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />1CREATE <br />/2"X91/2" PLYWOOD A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <br />T W <br />0 <br />FORM CREATES CONCRETE RECESS TO <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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />�8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER _ <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR, <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />2x TOP PLATE <br />7 5/81, 8" 7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ <br />❑ STEEL AND GROUT ❑ ❑ <br />INTERIOR ❑ <br />WALL ❑ ❑ <br />DOOR OPENING DOOR OPENING <br />EXTERIOR ❑ ❑ <br />WALL ❑ ❑ ❑ <br />❑F111 <br />❑ <br />1ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D <br />SCALE: N.T.S. SL� <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --CL <br />VERTICAL JAM <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 />TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. <br />@ EACH END a WALL <br />4 d d <br />a ° DOOR STOP <br />w <br />�. a <br />cU MOLDING <br />�'- <br />GARAGE <br />2-16d NAILS @ 24" O.C. OR DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING 2 x 6 P.T. <br />2x STUD @ 24" <br />O.C. MAX, <br />PROVIDE P.A.F. NAILS OR <br />2x P T PLATE EQUAL @ 12" O.C. <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />NP•) SEE ELEV. <br />Z <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)10d I/ 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 (" <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/ (8) 10dx1 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 />ROOF TRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"X16" 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 />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 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />48, SPLICE STAGGERED <br />\� 10d @ 8" O/C <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o • HTT5 w/ (26)10d NAILS (46709 SPF) <br />o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) <br />° ° • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />_ • HDU5-SDS2.5 wl (14)1/4" x 21/2" SDS (4065# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />STAGGERED FROM BOT. _/ "V� ATTACH ALL J 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 1A )16d TOENAILS NUT <br />TO 76P PLATE <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />d ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: MIN. 8" EMBEDMENT W/ WASHER &NUT <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC <br />• FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON (,C) <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' - 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 <br />FF <br />2X STUDS @ 24" O.C. <br />If <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PL P.T. <br />PLATE <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 />SFF <br />�N�L <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"xl0" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />XI <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />e54 (1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER . EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY (1) 2x SILL PLATE W/ (2) <br />0/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 ; SIMPSON HTT4 TYP. <br />Op O,Q U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />40 d <br />Si fvlPSUINar4 <br />3P2 <br />011wrw114 <br />NAILED <br />TRANSOM FRAMING <br />INTO <br />TRANSOM <br />FRAMING <br />10 <br />ST <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />RECESS RECESS <br />SIMPSON <br />SP4 <br />SIMPSON- <br />SP4 <br />M, <br />LINTEL <br />a <br />a a d 2X8 P.T. BOTTOM P ATE <br />SIMPSON SIMPSON <br />SP4 SP2 <br />r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />- a a <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />5/8"xl0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />Jr,+ <br />2X TOP PLATE <br />OVERLAPPING <br />d NAILS @ 6" <br />AGGERED <br />30LTS @ 24" O.C. <br />2X P.T. PLATE <br />C <br />ROOF TRUSS ABOVE <br />J— 2X BLOCKING <br />0 <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />& 8" OiC FIELD <br />S4 B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY— <br />SIMPSON J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <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 rR <br />SCALE: N.T.S. <br />z o <br />z <br />Q <br />U) z <br />t/') tD <br />a) <br />4--J LIJ <br />Ca <br />0 W <br />E <br />TLn <br />o 0 <br />mCN <br />ru U <br />W <br />E <br />— $ <br />M <br />C Cn <br />L6vc9ChCM <br />O 0 <br />_ <br />s 100 <br />0 <br />=FC <br />an <br />Y <br />Q0 <br />CD <br />LO O <br />�Qo <br />Al <br />MID ® <br />N� <br />01 <br />u7 <br />ch �rs�"a � ♦ w. <br />lAS <br />J Z <br />� j✓ <br />t/. 2 C 1i' <br />f <br />a �'•p L 0 <br />To the best of the Engineer's knbwl , ' f rmati�Y,- `nd <br />belief, the structural plat§�% ecifications jQ !Red <br />'jjhtggj?."- <br />within these drawings compfy i ida <br />Building Code - Residential 6th Edition. 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