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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 />i 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 />DOUBLE 2x TOP <br />PLATE <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 />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />VARIES 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 />z�TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d I� <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED --\ <br />SINGLE 2x BASE <br />---f <br />PLATE W/ (2)2) 16d 16d TO <br />TRUSS BELOW r <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" 0/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. —J <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <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 />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 />-ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <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.OR4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT rA <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 g <br />S4 <br />KNOCK OUT NOTCH LINTEL WHERE REQUIRED ] <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / <br />• • <br />. • . •- • <br />MIN <br />milli <br />I:NEI <br />!l�l <br />Milli <br />Illlm <br />Milll <br />Ill111111M <br />IIIEE <br />Milli <br />IllIm! <br />milli <br />Illl�, <br />NOTES: <br />C 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 />( SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, <br />O 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 />\\\\_InNEEM\\\\\NE <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 />GARAGE ENTRY FORM DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ \GARAGE DOOR TRACK <br />7CUALt: N.I.J. a. d <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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 />' 12 <br />(TYP.) SEE ELEV. <br />7 5!8" 8" 7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ ❑ SOLID AREAS ARE <br />❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT <br />INTERIOR FULL 8 8 16 BLOCK <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />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 BARRIE <br />❑ ❑ ❑ x x NAILS <br />SP2 w/ STUD <br />10d <br />WALL NAILS AT EACH STUD \/LV <br />DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) <br />WALL ❑ ❑ ❑ O/C FIELD <br />❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w! MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD MAIN SPAN <br />MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />SCALE: N.T.S. S4 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 />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD, <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />° a d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />°4 DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />Id, <br />MOLDING TOP <br />2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. /— SPLICE NAILS TOTAL) EA. SIDE OF <br />/ DOORGE ' 48SPLICE STAGGERED <br />J-BOLT <br />TRACK <br />BRACKET <br />vvvn i i n�r♦ <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) LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />1 (2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />FLAT <br />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 />SFFAIgN� <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 />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <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 />S4 <br />• INTERIOR HEADER: <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />10d NAILS @ 8" <br />BOX HEADER <br />ONLY <br />. EXTERIOR HEADERS: <br />0/C TYP. <br />(1) 2x SILL PLATE W/ (2) <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 <br />SIMPSON HTT4 TYP. <br />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 />INTERIOR WALL HEADER DETAIL Q <br />SCALE: N.T.S. �'S4 <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />.1 Y <br />/8"x10" "J" 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/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />d° c. <br />FBLOCKING <br />RUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />w <br />U <br />?a <br />2x TOP PLATE T <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />FEQUAL @ 12" O.C. <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />igg P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />°°°° • HTT4 w/ (18) 10d NAILS (3610# SPF) <br />• HTT5 w/ (26) 10d NAILS (4670# SPF) <br />• DTT2Z w/ (8) 1/4" x 1 1/2" SIDS (2145# SPF) <br />• HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SIDS (3075# SPF) <br />° ° • HDU4-SDS2.5 w/ (10) 1/4" x 21/2" SIDS (4565# SPF) <br />_ • HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SIDS (5645# SPF) <br />• HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SIDS (6970# SPF) <br />• HDU11-SDS2.5 w/ (30) 1/4" x 2 1/2" SIDS (9335# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL J 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. <br />EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT <br />W/ (4) 16d TOENAILS • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />TO TOP PLATE <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST LONG. TYPICAL OVER STUD MIN. 8" EMBEDMENT w/ WASHER & NUT <br />TOP PLATE SPLICE DETAIL M HTT / HDU TENSION TIE N <br />SCALE: N.T.S. S4 SCALE: NTS S4 JUL <br />F= 2240 LBS <br />SIMPSON C <br />L <br />C P.T. <br />-ATE <br />SIMPSON SP4 <br />3P2 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />*SIMPSON <br />101 <br />ST <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />is <br />M <br />° <br />° 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 />SPi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />1 NAILS @ 6" <br />4GGERED <br />3OLTS @ 24" O.C. <br />>X <br />2X P.T. PLATE <br />BOLT @ 24" O.C. MAX. OB <br />C (MIN. (2) PER BOTTOM PLATE) <br />•ROOF <br />Virtual Review As <br />TRUSS ABOVE <br />Plans Review corrspletel <br />2X BLOWI�Rnpliance with the 20 <br />f <br />by Debra Anne Kla <br />11 <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'l J-BOLTS <br />@ 2'-0" O.C. <br />C <br />MASONRY WALL <br />SIMPSON C <br />SP4 <br />10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />° ° 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" O/C FIELD <br />L-7 <br />S4 <br />is <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SPF FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />]] <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />4 <br />° 2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8'l "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 rR <br />SCALE: N.T.S. 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