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Vj <br />(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 />�! 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 />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAILri <br />SCALE: N.T.S. S4 <br />12 <br />\GYP) SEE ELEV. <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />++ +' <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />TRUSS BELOW "I 1_*1 W <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10) 10d 6 "_ <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. 90^ HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <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 />PROOF 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 />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. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT q <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 />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <br />4 <br />d O', <br />c d o <br />• O. . d O d <br />g STD.9eHOOK g" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6'4' WIDE (i I.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />E <br />— <br />NOTES: <br />10 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 />O 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 />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 />101110 <br />C8x8x16 C.M.U. <br />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 />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ \GARAGE DOOR TRACK <br />SCALE: N.T.S. a. 4 <br />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 />7 5/8" 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 />❑ Fol ❑ <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" DOORJAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT rD <br />SCALE: N.T.S. S4 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING —C <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 />a DOOR STOP <br />d d 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) 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 />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 />SFF�OgN� <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 />1 <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 />BOX HEADER <br />• EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY <br />(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 />SIMPSON HTT4 TYP. <br />Op OR <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 />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 />718" 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 <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (T ) <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" EMBEDMENT <br />• <br />LMAIN <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />_ _ <br />_ <br />ROOFTRUSS <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 <br />WALL DETAIL <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />N i <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 />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />QQ d. <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 />\: �B,�N ICE STAGGERED <br />G • 1Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL PJI <br />SCALE: N.T.S. <br />P.T. <br />ATE <br />SIMPSON <br />SP4 —� <br />S4 <br />F= 2240 LBS <br />SIMPSON C <br />SIMPSON SP4 <br />SP2 <br />SIMPSON <br />FF <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 <br />SIMPSON <br />` SP4 <br />SIMPSON <br />SP4 <br />J <br />M. <br />LINTEL <br />/ <br />d <br />Q <br />d 2X8 P.T. BOTTOM P ATE <br />SIMPSON <br />SP2 <br />..r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />EBLOCKING <br />USS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />EACH END <br />w <br />U <br />vz a <br />2x TOP PLATE <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />P.A.F. NAILS OR <br />2x P.T. PLATE <br />I <br />FPROVIDE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT- <br />SEE A/S3 FOR <br />_�REINF. <br />TO CONCRETE <br />INFO. <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL j <br />SCALE: N.T.S. S4 <br />SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />kGGERED <br />3OLTS @ 24" O.C. <br />2X P.T. PLATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX.B) <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />-UP COLUMN, SOLID MEMBER OR 2"x BUILT <br />SPF) <br />(3075# SPF) <br />(4565# SPF) <br />> (5645# SPF) <br />(6970# SPF) <br />1S (9335# SPF) <br />N. 8" <br />:1OXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I & NUT <br />UXIED A,T.R. <br />i&NUT <br />C <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />O <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 />@ Z-0" O.C. <br />MASONRY WALL <br />10d NAILS C 4 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />15199 <br />® BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES Q E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />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--5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM <br />a <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />5/8"x10" "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 R <br />SCALE: N.T.S. S4 <br />Plan: <br />for com, <br />x <br />- FLO-1 <br />co <br />N <br />_ <br />M <br />LO <br />O <br />N' ® <br />° • <br />O <br />LO <br />a . <br />AXZOO ° <br />a° <br />Q <br />r <br />w <br />J <br />o <br />w <br />0 <br />z <br />Q <br />N a) <br />^` > O N 0 <br />W L •= �0 q U <br />' N <br />�i00 <br />>10) <br />N M <br />to V M <br />E t o <br />2 Oo S o <br />} <br />T11 •� p o Q <br />-N <br />�^I`` <br />70 L cO E � <br />V a �n <br />W <br />(7 W <br />❑ui uj w0Uj � <br />I-Q W �¢�zW z <br />�O=g J¢03:W 0L�0 <br />U <br />Q 1¢- �- <br />¢ R-�WW�OU OD <br />�H <br />z <br />0 0 O <br />C❑1���OZO�OOmZH¢U <br />�ULU a>zYLU OZzU_0W0�a <br />U� Z <br />QoW°�I-gwpgU❑Q <br />O� ❑ ❑ ❑Q<U <br />L_¢ o <br />�¢� <br />O <br />O <br />z CV <br />0 �_ <br />ti <br />O <br />Q M <br />Q M Lo <br />CL <br />2(/) LL_I` <br />z <br />< W < U� <br />I— tY M <br />00 <br />ZVIa- <br />WZ� <br />W <br />O <br />O <br />d- <br />NAIP <br />12 <br />2023 <br />Virtual Review As <br />sist, <br />Irxc. <br />Review c0rnpletej <br />I <br />I <br />�iiance with the 20 <br />andaPp <br />0 F <br />C 7t <br />ove <br />` E' <br />ion <br />y Debra Anne Mat <br />r PX <br />300 <br />I <br />I <br />I <br />I <br />C <br />NCD <br />000 <br />C)O <br />N <br />0 <br />N <br />N <br />N <br />N <br />CD <br />ti <br />_O <br />N <br />N <br />O <br />C)� <br />CD�: <br />O <br />T <br />� <br />r <br />C)I <br />1 <br />1 <br />I <br />1 <br />I <br />z <br />0 <br />N <br />w <br />a <br />g <br />I <br />I <br />I <br />UD <br />}~ <br />zz <br />CDzU <br />W <br />O <br />000 <br />U U Fn <br />O <br />0 <br />Or> <br />Q <br />Z <br />0-rr0- <br />r <br />WWQ <br />LU�w <br />[V <br />Z-nO <br />w <br />Q�7) <br />■ <br />Q <br />O <br />2� <br />z=0 <br />0 <br />�ZU_ <br />z <br />0-z <br />J <br />oV <br />O0- <br />z <br />z <br />z <br />w <br />W <br />J <br />OO <br />N <br />LAST PLOT DATE <br />z O <br />STRUCTURAL <br />--I <br />DETAILS <br />