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L0 <br />D3 <br />C14 <br />LO <br />r- <br />LO <br />C14 <br />LO <br />LO <br />0- <br />CN <br />L0 <br />a3 <br />V) <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 />2xll2xl WALL IEYOND--\ 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 />TONEAILS SPACED EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP EVENLY 11 <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 ----i VVMLL 10 1 I1Z PAMAIMUIVI 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) 1 Od @ 8" <br />VARIE5 O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME - <br />WALL HEADER DETAIL <br />SCALE: N.T S. � �4 <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) 1 Od <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />F--------STUDW/(3)10d NAIL <br />+ ! _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) 1 Od <br />IL <br />NAILS AT EACH STUD <br />BLOCKING (TYP.) <br />2x P.T. PLATE <br />OOFTRUSS <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />MOISTURE BARRIER <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 <br />DETAIL rF <br />SCALE: N.T.S. ���4 <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 />Z SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />'TENSION FROM EXTERIOR <br />WALL <br />,CE OF BLOCK WALL IS 2 1/4" <br />=j ot <br />TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT rA WALL <br />SCALE: N.T.S. � �4 <br />7 5/8" 8" 7 5/8" 8" 7 5/81, 8" <br />1 ST COURSE 2ND COURSE I 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW (B MASONRYLAYOUT <br />��S4...) SCALE: N.T.S. �4 <br />KNOCK -OUT---\ NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 \ FOR CONCRETE PLACEMENT 7 <br />81' STD. 9d'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 />U <br />01 <br />NOTES: <br />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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />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 />112"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL--\ _j <br />711 <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <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 />1111al <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\ GARAGE DOOR TRACK <br />SCALE: N.T.S, <br />'POURED CONCRETE BASE FOR IBOTTOM OF MOI. INTING R <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 />I M <br />2x CRIPPLES @ <br />16" 0. C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS@ 8" <br />O/C TYP. <br />DOUBLE 2x — <br />CRIPPLE STUD <br />TYPICAL (U.N.0 <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING ­� <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 TRANSFFR LOAD. <br />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />-WWII I I ­�., <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'- 4' <br />(1) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' " 9' <br />(2) <br />1 (3) <br />(2) <br />(2) <br />(1)LSTA30 <br />9' 16' <br />1 (3) <br />1 (4) <br />�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 />&R6'E_QUIRED 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"xl 0" OR <br />GREATER HEADER <br />\—(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER e EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />o OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE wl SIMPSON <br />LS30 w/ (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'----2x STUDS TYP. <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 />WALL HEADER DETAIL KO_Q_� <br />SCALE: N.T.S. � �4 <br />3E <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />5/8"X1 0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION <br />SIMPSON SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <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 BARRIE�� <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />EBLOCKING <br />0 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 />BLOCKIN <br />O/C FIELD <br />!,t 2� <br />a- <br />2x TOP PLATE <br />Cn <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 />CHORD OR BLOCKING <br />SIMPSON HETA20 wl (8) 1 Odxl 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" EMBEDMENT <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"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />I <br />I <br />1 #5 VERT. IN CONC, FILLED CELL---— H I <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 1 Od @ 3" O.C. (14 <br />�.,SPLICE NAILS TOTAL) EA. SIDE OF <br />4 SPI <br />4&,, SPLICE STAGGERED <br />j1__1 Od @ 8" O/C <br />ATTACH ALL -j Q11_1 <br />EXTERIOR STUDS <br />W/ Y4816d TOENAILS <br />TO P PLATE <br />NOTE: <br />PLATE LENGTHS MUST i3c BOTTOM SPLIC <br />1.1, OVERSTUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />F= 2240 LBS <br />SIMPSON <br />SIMPSON SP4 SP2 <br />x <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/"'_j <br />SIMPSON SP4 <br />�_2X TOP PLATE <br />OVERLAPPING <br />SCALE: N.T.S. I\ �, <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />' (4565# SPF) <br />'(5645# SPF) <br />) (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />t & NUT <br />IOXIEDA.T.R. <br />t & NUT <br />OXIED A.T.R. <br />t & NUT <br />ROOFTRUSSABOVE <br />F 2X BLOCKING <br />\-NAILED <br />INTO <br />(2) 16d TOE NAILS <br />TRANSOM <br />10d NAILS @ 6" <br />EA. BLOCKING <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />2X P.T. <br />SEE SECTION J/SS <br />PLATE <br />AND K/SS FOR <br />2X8 WALL ABOVE <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />Spi <br />K.O. BLOCK W/(1) <br />BOLTS @ 24" O.C. <br />#5 CONT. & <br />SIMPSON <br />SIMPSON- <br />AX <br />FILLED <br />-RECESS <br />SP4 <br />SP4 <br />LINTEL <br />5/8"X10" J-BOLTS <br />K. <br />2X P.T. PLATE <br />@ 2-4- O.C. <br />_j <br />MASONRY WALL <br />2X8 P.T. BOTT!OMM PrTEn <br />5/8":0do" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PL <br />C <br />SP4 <br />SP <br />SIMPSON <br />SP4 <br />1 Od NAILS@ 4" <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />A <br /><zTAr,.ru=Pr-n <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />TRANSOM FRAMING <br />0 BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />SHEATHING <br />O/C BOUNDARIES 6" OIC EDGES ..0 KE <br />& 8" O/C FIELD � �4 L <br />a SIMPSON SP4w/(6) 10dx 1 12" <br />(USE SP6 FOR 2x6 WALL, USE '—PLYWOOD <br />SP8 FOR 2x8 WALL) I SHEATHING <br />SIMPSON SP2 wl (12) 10d NAILS MASONRY-- I <br />SIMPSON SP1 w1(10) 10d NAILS WALL BELOW o- 5/8"X1 0" J-BOLTS @ 24" O.C. <br />- __ --I MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM .. 1 <br />PLATE <br />5/8"xl 0" "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 />REV. 06.24.22 SCALE: N.T.S. k CA <br />u:Ej C= <br />t -Co� <br />, <br />C2. v.:, <br />cc C.21 C-4 <br />LA- 0- <br />M C� — <br />Ij cc <br />cr-, <br />In C3. <br />llhl <br />R 0 vj/ <br />vv <br />� <br />r) <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 <br />7th Edition. Engineers signature and seal <br />Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />W <br />E <br />C4 <br />I'D § <br />0 OWD <br />Lo <br />;6 <br />0 Z J2 <br />N 0 <br />C� 7� <br />U <br />L� C. <br />-0 — 2 <br />z c, <br />- 8 g <br />0 <br />0 <br />2 <br />W <br />W 8 CP <br />. <br />00 04 < <br />C0 <br />LL <br />0 d L) 00 <br />z U) <br />W C3 0 <br />0 <br />LL <br />C) <br />0 <br />V) <br />Ln <br />C) <br />U <br />A I <br />d <br />r- <br />< <br />r- <br />C=)- <br />co <br />z <br />z <br />E <br />�E <br />CU <br />(r <br />E <br />0 <br />z <br />M <br />= t <br />4. <br />�z <br />�z <br />U> <br />Q <br />n <br />W <br />C> <br />10 <br />C"> <br />01� <br />0 <br />2 C:) <br />CC <br />LO <br />L0 <br />(a <br />F— <br />co a Co <br />CU <br />U) <br />CN <br />M <br />L0 <br />0 72 <br />M <br />U-) <br />co ce) <br />o <br />C:) <br />M <br />r__ <br />C-4 <br />;z a <br />LO <br />LO <br />04 <br />CN <br />< <br />d) <br />E <br />41 ce) <br />Lf) <br />6 <br />M <br />z <br />a <br />E <br />E <br />M <br />0 0 <br />JOB <br />NO: 23-06142 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />