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(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />2x6 / 2x8 WALL <br />BEYOND SEE PLAN <br />FOR HEADER (2) 2x HEADER TO SIT <br />CONNECTION i FLUSH TO THE OUTSIDE <br />SEE PLAN FOR SIZE <br />2x DEAD WOOD @ MID <br />POINT w/ (3) 12d <br />TONEAILS SPACED <br />V EVENLY <br />HEADER FLUSH TO OUTSIDE OPTION <br />"OUBLE 2x TOP <br />PLATE <br />kv2x 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 <br />�TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED --\ II II <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 />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />SEE TYPICAL WALL SECTION <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 />(3) 10d TOENAILS T&B <br />AS REQ'D <br />-2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3)10d NAIL <br />BLOCKING (TYP.) <br />k—ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION - <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <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 />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />- 1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT rZ� <br />SCALE: N.T.S. S4 <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW B <br />S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) /t5 FOR CONCRETE PLACEMENT <br />■■ <br />• 9d'HOOK <br />OPENINGS <br />PLAN)••' <br />O' <br />, . • • . <br />17 <br />■■ <br />_1!i! <br />ail <br />'I <br />iill— <br />■■III <br />III■■ <br />�lill <br />IIII� <br />■■!II <br />lid■■ <br />Milli <br />IIII� <br />■■III <br />lil■■ <br />�IIII <br />IlII� <br />■■M <br />II!■■ <br />Milli <br />lill� <br />NOTES: <br />1O 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 />Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />O3 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 />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />LU <br />T > <br />O <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 NOT SHOWN <br />MOUNTING BASE SHOWN <br />FOR CLARITY SEE DETAIL <br />INPOSITION <br />GARAGE ENTRY FORM DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />/-8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERAL NOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />GARAGEFLOOR <br />.,•— <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />.: ., <br />SCALE: N.T.S. <br />:.: <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <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 />P <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />INTERIOR <br />WALL <br />EXTERIOR <br />WALL <br />1ST COURSE 2ND COURSE ' 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />COURSE BELOW. EVERY THIRD (3RD) COURSE 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. S4 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING --rt <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 />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />e. WALL <br />4 A . <br />e <br />c DOORSTOP <br />a e a e MOLDING <br />2 x 6 P.T. GARAGE <br />DOOR <br />J-BOLT <br />TRACK <br />BRACKET <br />DOOR TRACK ' <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <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 />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />1 (1)LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />—4'-9- <br />9' -16' <br />(3) <br />(4) <br />(2) <br />1 (4) <br />(2) LSTA30 <br />SFF �N�O C <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />6 <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"x10" OR <br />It, GREATER HEADER <br />SIMPSON SP4 w/ ()—(2) <br />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 />S4 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEADER <br />• EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />O/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 />D� <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />INTERIOR WALL HEADER DETAIL Q <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM <br />C. 926 APPLY 3 LAYERS W/ <br />TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER <br />1/8" THICK OVER WATER <br />RESISTIVE BARRIER <br />SIMPSON SP2 w/ (12)10d \ �I <br />NAILS AT EACH STUD \� <br />1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" 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)10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENTLIN KO BLOCK AT EA. STUD MAIN SPAN <br />MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (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 10d @ 3" O.C. (14 <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />. ' 48., SPLICE STAGGERED <br />V <br />/-10d @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO'f6P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />W <br />U <br />a <br />2x TOP PLATE U) <br />V2-16d <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />`' <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL j <br />SCALE: N.T.S. 14 <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />> (5645# SPF) <br />i (6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />:'OXIED A.T.R. <br />I & NUT <br />'OXIED A.T.R. <br />I&NUT <br />DXIED A.T.R. <br />I&NUT <br />ROOF TRUSS ABOVE <br />f- 2X BLOCKING <br />r /8"x10" "J" BOLT <br />@ 24" O.C. MAX. INTO 10d NAILS @ 6" (2)16d TOE NAILS <br />MIN. (2) PER TRANSOM STAGGERED EA. BLOCKING <br />BOTTOM PLATE TRANSOM FRAMING FRAMING <br />SECTION 2X P.T. SEE SECTION AA/Si <br />PLATE AND BB/S1 FOR io 2X8 WALL ABOVE <br />ADDITIONAL DETAILS SIMPSON ENTRY <br />SP1 ' K.O. BLOCK W/(1) <br />SIMPSON SP4 SIMPSON SIMPSON _J-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED <br />LINTEL 5/8"X10" J-BOLTS <br />2X F.T. PLATE @ 2'-0" O.C. <br />e MASONRY WALL <br />2X8 P.T. BOTTOM P TE <br />A <br />5/8"00" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) <br />SP4 SP2 SIMPSON C <br />SP4 <br />10d NAILS @ 4" A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />NAILED INTO <br />TRANSOM PLYWOOD FASTENED TO TRUSSES <br />FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING <br />SEE SECTION AA/S1 AND & 8" O/C FIELD S4 <br />BB/S1 FOR ADDITIONAL B <br />DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" <br />SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />Spi SIMPSON SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />RECESS SIMPSON SP4 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />LINTEL SP4 MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />a ALTERNATE: <br />"e 5/8" DIA. ATR EPDXIED <br />2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM <br />PLATE @ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY R <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) `S4 <br />CT 0 � 202Z <br />Virtual Review Assist. 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