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v <br />Cr <br />V) <br />0 <br />a <br />N <br />1 <br />0 <br />N <br />J <br />LO <br />O <br />I <br />CN <br />000 <br />LO <br />N <br />v <br />LO <br />0 <br />N <br />I <br />0 <br />N <br />J <br />rz <br />0 <br />1 <br />00 <br />LO <br />0 <br />I <br />M <br />i <br />o- <br />311 <br />-8 <br />v+ <br />c <br />c <br />a <br />N <br />N <br />/ <br />E <br />H <br />a, <br />E <br />0 <br />x <br />L <br />0 <br />c <br />i <br />Lz <br />0 <br />U <br />v <br />U <br />U <br />0 <br />i <br />U <br />a <br />z <br />I <br />/ <br />/ <br />0 <br />0 <br />U <br />J <br />v <br />tz <br />CV <br />0 <br />N <br />S <br />0 <br />a <br />M <br />0 <br />N <br />0 <br />a <br />m <br />a� <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION_ <br />CONNECTION SCREW OFF CAP (3" DIA.)—� <br />2x DEAD WOOD @ MID FOR CLEAN -OUT <br />POINT w/ (3) 12d MIN. EXTENSION FROM <br />DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK <br />EVENLY <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 />PLATE WALL IS 1 1/2 MAXIMUM INTERIOR <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 />SEE TYPICAL WALL SECTION <br />(TYp) SEE ELEV. <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" 0/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 <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT ERY OTHER <br />STUD W/() Od NAI S <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 h 1.1.= _ _ <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD BLOCKING (TYP.) <br />2x P.T. PLATE OOF TRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER <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 rF <br />SCALE: N.T.S. S4 <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 PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />TENSION FROM EXTERIOR WALL <br />.CE OF BLOCK WALL IS 2 1/4" <br />Ct <br />TO DRAIN <br />EXTERIOR <br />A <br />WALL CLEAN -OUT A WALL <br />SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />1ST COURSE 2ND COURSE 3RD COURSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 1 V DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D <br />S4 SCALE: N.T.S. SL� <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK WI (1) #5 FOR CONCRETE PLACEMENT 1 <br />�iwr#iw� <br />�i�i�i�ir•�i�i�� <br />�rli�r• <br />• • <br />� •- • •, <br />IIII� <br />'III <br />�IIIIIIII� <br />NOTES: <br />1D 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 />t�3 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 />G <br />S4 <br />WIDTH OF OPENING VARIES 4„ <br />FORM CONCRETE INSET TO <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />—2x6 MOUNTING BASE <br />L <br />r W <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 />�8x8xl6 C.M.U. GARAGE DOOR------_ <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR - <br />;__N <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ \GARAGE DOOR TRACK <br />SCALE: N.T.S. a 4 <br />a <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 />96 3/8" <br />88" <br />71" <br />58" <br />41" <br />34" <br />10" <br />6 3/4" <br />31/2"- <br />sFF �0y, <br />N <br />2x CRIPPLES @ -� <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" -� <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -Ct <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOUNTING ANGLE <br />FOP <br />a <br />iARAGE <br />IOOR <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK tl 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 />JACKS <br />STUDS <br />JACKS <br />ISTUDS <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 />1 (2) <br />(3) <br />1 (2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />4 <br />(2) <br />1 (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"x10" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />54 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER • EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />' 2x STUDS TYP. <br />p0 SIMPSON HTT4 TYP. <br />Op OR 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 rQ <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(NP•) 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 <br />NAILS AT EACH STUD �y <br />TRUSS BOTTOM CHORD OR 2x4 <br />CRICKET AS <br />' BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />v <br />O/C FIELD <br />g CL <br />2x TOP PLATE <br />2X4 PT STUDS @ 16" O.C. <br />2-16d NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />= _ = <br />CHORD OR BLOCKING <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />2x STUD @ 24" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />O.C. MAX. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENTL <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />ROOF TRUSS <br />STAGGERED FROM BOT. <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF, INFO. <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 E <br />SCALE: N.T.S. S4 <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 -7 /11� NAILS TOTAL) EA. SIDE OF <br />48., SPLICE STAGGERED <br />M'A' <br />�10d @ 8" 0/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO 70P 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. �+A <br />F= 2240 LBS J�F <br />SIMPSON Q <br />SIMPSON SP4 3P2 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON SIMPSON <br />SP4 SP2 <br />I Kill e <br />'NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />SIMPSON <br />SP1 SIMPSON <br />RECESS S �PSON SP4 <br />LINTEL <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />�-10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />SCALE: N.T.S. S4 <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 />S (9335# SPF) <br />N. 8" <br />'OXIED A.T.R. <br />I&NUT <br />OXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I&NUT <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />I I <br />2X8 P.T. BOTTOM P TE G' <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />-(2)16d TOE NAILS <br />EA. BLOCKING <br />'2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/0 ) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ Z-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />0 o TRANSOM FRAMING <br />R - 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 />� 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 SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <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 R <br />REV. 06.24.22 SCALE: N.T.S. S4 <br />eh <br />CV <br />O <br />N <br />00 <br />0 <br />a - <br />0 <br />n - L <br />li9 ,yy CS �3 <br />a. ro <br />E n <br />a <br />0 <br />N <br />N <br />LO <br />`,,{{1{liliffl/j/ O <br />�%',` "� ........ <br />%- (D ' GEN g • �'>. <br />� •.•No\ CO. <br />PE7 <br />-O ' a <br />0 S-f.Al'E OF <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />N <br />6 COI to- <br />N <br />(0 <br />a � MO <br />v <br />LL <br />a gu_LLLu <br />a <br />12 <br />[I <br />Z �0 a <br />098 <br />i :L.0 <br />W 7 M r- <br />� <br />r°n . m <br />cZ - <br />J <br />3 <br />Z N OU ou <br />W pp <br />CD M <br />Z N co <br />z � <br />z� <br />Q� <br />2 N <br />z <br />C1 <br />(1) 5 <br />4-r <br />OUj <br />�N <br />0 Lv <br />�— E <br />i 8 <br />z <br />c rR <br />00 <br />0 <br />Ni4l <br />2 <br />z< <br />M <br />1� <br />� � <br />z <br />q <br />uJ E <br />zo <br />o� <br />oLL <br />ro <br />a <br />10 <br />►— 1TJ <br />u 0 <br />°< <br />E <br />3 <br />ado <br />ms <br />co c <br />C <br />< <br />o <br />'0 <br />zm <br />j <br />Q <br />Z <br />8 3 <br />4 <br />g <br />O <br />s <br />W <br />8'� <br />m <br />Sao <br />NL <br />s <br />NZ <br />w <br />a <br />6 5 <br />O <br />O <br />C`� <br />R <br />n <br />st <br />zli <br />v 2 <br />.0 C) <br />U <br />rn <br />m <br />N <br />� <br />� <br />N <br />I-_ <br />LO <br />N <br />In <br />N L <br />N <br />T <br />C <br />c <br />E <br />O <br />60 <br />2 Cal <br />m U <br />T <br />N <br />a) <br />N <br />�- <br />0 LO <br />�s'y <br />+� <br />� M M <br />L L-) <br />.fl O <br />O <br />co <br />QLO 0 CV <br />O <br />Lo <br />r <br />E <br />Q ch N <br />z <br />m <br />E T <br />c <br />m <br />a <br />N <br />0 _j <br />JOB <br />NO: 23-00582-00577 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />