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v, <br />3 <br />J <br />m <br />LO <br />tu- <br />V) <br />0 <br />0 <br />M <br />0 <br />J <br />N <br />0 <br />I <br />m <br />Ln <br />L0 <br />Cr <br />0 <br />0 <br />K) <br />0 <br />0 <br />M <br />O <br />I <br />cV <br />19 <br />v <br />Cr <br />0 <br />C, <br />3 <br />a <br />CV <br />[V <br />N <br />i <br />v <br />a <br />E <br />N <br />E <br />0 <br />0 <br />v <br />J <br />N <br />a� <br />L� <br />0 <br />V <br />0 <br />c <br />U <br />N <br />U <br />N <br />I <br />Y <br />i <br />0 <br />0 <br />0 <br />f <br />N <br />N <br />M <br />0 <br />0 <br />0 <br />CV <br />cV <br />N <br />M <br />N <br />0 <br />m <br />-o <br />G <br />SEE TYPICAL WALL SECTION <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD <br />PLAN 12 TRUSSES @ 24" 0/C <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />(2) 2x HEADER TO SIT 3!4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE <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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8"7/8" STUCCO FINISH PER ASTM <br />CONNECTION 1/2"GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER <br />2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d <br />DRYWALL NAILS ❑ METAL LATH. FIRST 2 LAYERS <br />POINT w/ (3)12d SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH, 3RD LAYER <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER <br />DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK <br />PLATE7 WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ FULL 8x8x16 BLOCK RESISTIVE BARRIER <br />EXTENSION FROM EXTERIOR SIMPSON SP2 w/ (12)10d <br />HEADER FLUSH TO OUTSIDE OPTION WALL -\ ❑ ❑ ❑ NAILS AT EACH STUD <br />FACE OF BLOCK WALL IS 2 1/4" <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />77 TO BLOCKING <br />(2) 2x HEADER <br />P <br />PER PLAN <br />2x BOTTOM PLATE W/ (1)10d @ 8" <br />VARIES <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 />SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <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 />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 EVERY OTHER <br />STUD W/ (3) Od NA 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 <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 />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 />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 />SCALE: N.T.S. <br />CL DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" 0!C <br />EXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( } <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD <br />SCALE: N.T.S. Sq, ❑ ❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COURSE 2NiD 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 />REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD LMAIN SPAN <br />ROOF TRUSS <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR <br />SCALE: N.T.S. 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />��4�AND FILLED W! GROUT <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 <br />° � a <br />a <br />° <br />811 STD.90°HOOK g <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 />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 />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 <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />W <br />i <br />O <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) <br />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 <br />DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />�8x8x16 C.M.U. <br />GARAGE DOOR <br />TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />.: GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />7_1 <br />SCALE: N.T.S. <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 />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 />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />5/8"DIA. x $" 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 kTHAN <br />PE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />` DOOR STOP PN516Z w/ (12)16d NAILS <br />/z, <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />DOOR <B-SPLICE STAGGERED <br />Lz <br />J-BOLT <br />TRACK <br />BRACKET <br />VVVI\ 11 \llVi <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 />1 (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 />LS <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 />1 (2) 2x HEADER SEE PLAN <br />S4 • INTERIOR HEADER: <br />(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 />00 SIMPSON HTT4 TYP. <br />Op �R U.N.O. SEE N/S4 <br />�N�NG ** 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. SLI. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />11k/N <br />J <br />G ��^ 10d @ 8" O/C <br />ATTACH ALL J v <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TOP 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 />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BBIS1 FOR <br />ADDITIONAL DETAILS <br />/RECESS <br />/ LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />`SIMPSON SP4 <br />SP4 <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSC <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />w <br />U <br />�Za <br />2x TOP PLATE <br />V2-16d 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 />FEQUAL @ 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 <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />2X8 P.T. BOTTOM P ATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <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 />> (4565# SPF) <br />3 (5645# SPF) <br />3 (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t&NUT <br />'OXIED A.T.R. <br />t&NUT <br />DXIED A.T.R. <br />t&NUT <br />ROOF TRUSS ABOVE <br />/— 2X BLOCKING <br />�(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />• <br />K.O. BLOCK W/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ Z-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 C E SHEATHING <br />& 8" O/C FIELD 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 <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <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 />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 />O M <br />U 64 <br />ma, <br />� <br />® f�s <br />Z U N�'� <br />r <br />f3 , <br />(A <br />0 <br />c <br />r U (' <br />u13 Y <br />T <br />N <br />N <br />0 <br />N <br />M <br />CV <br />CV <br />O <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CD <br />0 Co00 <br />F E <br />M B <br />a Cc �� <br />a 6N 0 a Y <br />J LL LL °. u <br />0 <br />m � � <br />.c <br />% C� o <br />c rn Q <br />W <br />(n <br />9 <br />y d a <br />i N M Z W N O <br />C) v (1)W <br />z o <br />❑❑❑ <br />z N M <br />0 <br />o <br />z o <br />Q <br />r <br />M <br />N z �, <br />Q J c_U o <br />w � <br />U <br />O <br />w o <br />Ln <br />N = <br />co <br />U <br />>— E <br />—0 <br />U o <br />j Cn <br />0 <br />sm <br />o <br />� <br />w <br />M <br />M <br />In ¢ <br />o <br />z <br />a <br />LL_ <br />o <br />0 <br />>N <br />z< <br />vi o <br />E U <br />� <br />az <br />Z© <br />oar <br />X O <br />�¢ <br />0 O <br />U <br />o, <br />O <br />N It <br />Wz <br />o <br />wz <br />r <br />� >_ <br />Vi C <br />oY <br />O <br />z¢ <br />m <br />Q w <br />-) <br />U <br />02 <br />11 <br />tt� <br />a�z <br />J OU <br />a Z <br />N W <br />2F <br /><P <br />o <br />�LL <br />J z <br />w¢ <br />z3 <br />7 r <br />�o <br />O <br />�i <br />zl¢ <br />a 0 <br />3 <br />C <br />c 0 <br />>� <br />J <br />LO <br />m <br />E <br />Q <br />0 <br />~ <br />CN <br />� <br />CID0 <br />:3MO <br />MO <br />r <br />W o <br />(0 <br />¢I <br />a _j N <br />0 <br />a) <br />N <br />N <br />O <br />M <br />0) <br />L.n <br />Lo <br />T_ <br />N <br />�-- <br />ai <br />E_ <br />CV <br />z <br />(6 <br />z <br />dl <br />E C) <br />a <br />a? <br />U Q ca <br />0 <br />� <br />JOB <br />NO: 22-02394 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />