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12 <br />(TYP) SEE ELEV. <br />SIMPSON SP2 w/ (12)1 Od <br />NAILS AT EACH STUD <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <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 <br />FLUSH TO THE OUTSIDE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />SEE PLAN FOR SIZE <br />THREADED 3" DIA. EXTENSION - <br />CONNECTION <br />SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />POINT w/ (3) 12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <br />WALL IS 1 1/2" MAXIMUM <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 INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 21/4" <br />TO DRAIN <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE EXTERIOR <br />TO BLOCKING WALL <br />(2) 2x HEADER WALL CLEAN -OUT A <br />PER PLAN SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/8" 8" 7 5/81, 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />12 <br />(TYP.) SEE ELEV. <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 BARRIER <br />❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d \ �I <br />NAILS AT EACH STUD \� <br />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 />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 />2x BOTTOM PLATE W/ (1) 10d @ 8" <br />1ST COURSE 2ND COURSE 3RD COURSE <br />VARIES O.C. TO EACH HEADER FACE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL <br />COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE <br />NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT <br />2 x 6 (MIN.) FRAME <br />MANUFACTURER. <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />WALL HEADER DETAIL <br />TYPICAL SECTION THRU WINDOW rB <br />MASONRY LAYOUT D <br />MOISTURE BARRIERROOFTRUSS <br />UPLIFT CONNECTOR <br />SCALE: N.T.S. S4 <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR KNOCK OUT <br />(SEE SCHEDULE) BLOCK WI (1) #5 NOTCH LINTEL WHERE REQUIRED <br />DOUBLE 2 4 SPF #2 FOR CONCRETE PLACEMENT <br />x . <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)1 Od TOENAILS T&B <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ STUD W/ (3) Od NAI S <br />1/2" EXTERIOR GRADE SHEATHING ---" 7 r- <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 STUDL� � <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 />3 <br />8' STD. 90 HOOK 8" <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 />lO <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />--- <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />O <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) <br />\\---ROOF <br />PROPERLY. <br />TRUSS <br />O3 <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />® <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 />MOISTURE BARRIER <br />TYPICAL <br />FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4.. 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 />J <br />J <br />a <br />w <br />0 <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 />�8x8x16 C.M.U. GARAGE DOOR <br />GARAGE DOOR ROLLER _ <br />CONNECTION ASSEMBLY <br />j GARAGE FLOOR 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 />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <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 />SF A/NpOw <br />�qN <br />2x CRIPPLES @ <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1Od 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 />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 —A <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 />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />DOOR STOP PSPN516Z w/ (12) 16d NAILS <br />MOLDING TOP 2 ROWS 1Od @ 3" O.C. (14 <br />2 x 6 P.T. /GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />z DOOR �8-.SPLICE STAGGERED <br />.• <br />J-BOLT <br />TRACK <br />BRACKET <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 rK <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 />1 (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 />1 (2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (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) 1Od x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 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. SL� <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />—Y /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2. <br />P <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />1 Od @ 8" O/C <br />ATTACH ALL J <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 J <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />( P.T. <br />SEE SECTION J/SS <br />ATE <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSON <br />RECESS <br />� SP4 <br />SP4 <br />/ <br />SIMPSON <br />SP4 —I <br />SIMPSON <br />SP2 <br />..r <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />RECESS S 4PSON SP4 <br />LINTEL <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />W <br />U <br />vz a <br />U) <br />2x TOP PLATE <br />V2 <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 />FPROVIDE <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 <br />j <br />SCALE: N.T.S. <br />S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />*.0. <br />° o ° <br />°o ° <br />• HTT4 w/ (18) 1Od NAILS (3610# SPF) <br />• HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />• DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# <br />SPF) <br />°o ° <br />• HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS <br />(3075# SPF) <br />° ° <br />• HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS <br />(4565# SPF) <br />• HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS <br />(5645# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS <br />(6970# SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS <br />(9335# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. <br />8" <br />9 <br />EMBEDMENT w/ WASHER & NUT <br />• FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER <br />& NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED <br />A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER <br />& NUT <br />• FOR HDU11 USE 1" DIA. x 12" EPDXIED <br />A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER <br />HTT / HDU TENSION TIE N <br />& NUT <br />SCALE: NTS <br />c <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />--10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />ROOF TRUSS ABOVE <br />/— 2X BLOCKING <br />I I <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN (2) PER BOTTOM PLATE) <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W1(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />SIMPSON C <br />SP4 <br />10d NAILS @ 4" A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />VN o o 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 />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 wl (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 />UU <br />t5/8"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 />REV. 06.24.22 <br />SCALE: N.T.S. <br />e+s <br />o <br />n- > <br />o_ <br />G <br />u =- O <br />1-1 N <br />y ~ K <br />A� <br />rn .a N L <br />N O � <br />N <br />u a <br />T <br />9 ? c= T <br />N d lJ <br />_ E <br />f0 O <br />0-U <br />C7 <br />M <br />0 <br />N <br />N <br />N <br />C"0 <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 />Engineers signature and seal. <br />W o f 9 N <br />a S M 8 ,� <br />C"jN_p Co <br />6 EP <br />v Y <br />0 Co <br />H rn C' a a <br />LLz <br />Cq LL <br />o <br />Z <br />r m g O <br />0 <br />C' n- N, 'D m J m <br />N�T���0W <br />MZ < N <br />LLW <br />rt <br />z O U ❑❑❑ <br />Z <br />W <br />z � M <br />`I <br />—J — <br />E3 <br />N <br />M <br />V o <br />Ln4-1 <br />vC2 <br />LL <br />`n <br />111 � <br />O <br />� L s <br />L= N <br />I / <br />v , , M <br />C6 <br />c-) 6 <br />LLI <br />k — EE <br />m <br />� L H <br />is <br />U �d <br />�0 <br />Y <br />N Ol <br />C <br />0 <br />Cl, <br />w <br />d <br />L <br />=o <br />E_ <br />U U <br />o <br />C5 m <br />X U <br />a4 <br />a <br />7d <br />a <br />m <br />mCi <br />rir CJ <br />}Q W <br />�I <br />� <br />o I <br />r - <br />m <br />Qs <br />0 <br />0 <br />oT <br />N <br />>� <br />2 <br />ai <br />rn <br />CU <br />m <br />CD <br />,t— <br />00 <br />O <br />M <br />� T— <br />00 <br />T <br />LO <br />r <br />C <br />r <br />o <br />0 <br />00 <br />m <br />00 <br />r <br />�-- <br />4 <br />H <br />� N <br />� <br />, <br />-0 <br />U-) <br />0 <br />Q 0 <br />LO <br />'d' <br />1 N <br />E <br />T—z <br />co <br />' <br />r <br />2 <br />a <br />c) _j a p <br />JOB <br />NO : 23-12150-12153 <br />SCALE : AS NOTED <br />SHEET NO. <br />%134 <br />