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W <br />A <br />0 <br />C) <br />N <br />0 <br />cn- <br />00 <br />0 <br />J <br />a <br />00 <br />0 <br />Q <br />v <br />cnn <br />0 <br />.o <br />N <br />N <br />a <br />E <br />E <br />O <br />S <br />J <br />t� <br />O <br />U <br />vo <br />15 <br />v <br />N <br />.o <br />i <br />V <br />ay. <br />z <br />N <br />l <br />i <br />01 <br />J <br />t- <br />N <br />ti <br />a <br />0 <br />N <br />0 <br />Q <br />m <br />0 <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 HEADER31� SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - <br />CONNECTION S R 0 C P 3" DIA <br />DOUBLE 2x TOP <br />PLATE —� <br />C EW FF A ( .) -_\ <br />2x DEAD WOOD @ MID FOR CLEAN -OUT <br />POINT w/ (3)12d MIN. EXTENSION FROM <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 />7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE ❑ <br />7 518" 8" <br />EVENLY TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ <br />WALL IS 1 1/2" MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ <br />FACE OF BLOCK WALL IS 2 1/4" - L <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />(2) 2x HEADER <br />0 // PER PLAN <br />VARIER 2x BOTTOM PLATE W/ (1)10d @ 8" <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 SEE TYPICAL WALL SECTION <br />(np) SEE ELEV. 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 />I, 2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />++ STUD W/ (3) 10d NAILS <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 />= = _ <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />BLOCKING (TYP.) <br />2x P.T. PLATE <br />ROOF TRUSS <br />VE <br />x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />::/MOISTURE <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />BARRIER <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 <br />� <br />�t- \ <br />/ <br />TO DRAIN DOOR OPENING DOOR OPENING <br />EXTERIOR ❑ ❑ ❑ <br />WALL CLEAN -OUT A WALL❑ ❑ <br />SCALE: N.T.S. S4 ❑ ❑ ❑ <br />1ST COURSE 2ND COURSE 3RD COURSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS 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 g MASONRY LAYOUT D <br />S4 SCALE: N.T.S. 34 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT <br />d <br />a a d <br />I <br />8 STD.90°HOOK 8" <br />LINTEL BEAM W1(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 />1❑ 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 />( 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 />SCALE: N.T.S. <br />S4 <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />J <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 />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />�8x8x16 <br />71 <br />GENERALNOTES <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />FOR DRAINAGE <br />III��� <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a <br />a as <br />a a a <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR, <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />It` <br />FT�� <br />Fp °oGv <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 --q <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 />FOP <br />a <br />iARAGE <br />IOOR <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 />(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 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) <br />2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />. EXTERIOR HEADERS: <br />ONLY <br />(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 />' <br />2x STUDS TYP. <br />00 <br />�R <br />SIMPSON HTT4 TYP. <br />O° <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 rQ <br />SCALE: N.T.S. S4 <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A I <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 />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 <br />USS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />EBLOCKINGW/ 2-16d TOE NAILS <br />EACH END <br />FASTENED TO TRUSSES WITH 8d <br />REQUIRED <br />COMMON WIRE NAILS @ 4" 0/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />O/C FIELD <br />2x TOP PLATE <br />r <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 />NAILS AT EA. TRUSS VERTICAL WEB <br />STUD 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />L <br />O.C.MAX. <br />O.. <br />ROVIDE 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 />rp <br />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE FOR <br />STAGGERED FROM BOT. <br />:��l <br />UPLIFT CONNECTOR <br />REINF. NFO. <br />F. I <br />PLATE TO CONCRETE <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. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />�V /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 />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <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 />48„ SPLICE STAGGERED <br />ATTACH ALL ` v <br />EXTERIOR STUDS <br />W/ 1A�16d TOENAILS <br />TO TF 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 M <br />SCALE: N.T.S. �+4 <br />F= 2240 LBS •7 <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 />N� <br />ATE <br />AND KISS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />LINTELS <br />, <br />SP4 <br />SP4 <br />SIMPSON SIMPSON <br />SP4 —t SP2 -I <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />RECESS S 4PSON SP4 <br />LINTEL <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <br />�_OVERLAPPING <br />2X TOP 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 />(5645# SPF) <br />i (6970# SPF) <br />G (9335# SPF) <br />N. 8" <br />'OXIED A.T.R. <br />I & NUT <br />OXIED A.T.R. <br />I&NUT <br />DXIED A.T.R. <br />I & NUT <br />ROOF TRUSS ABOVE <br />/_ 2X BLOCKING <br />I i C <br />2X8 P.T. BOTTOM P ATE p <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />LIF 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/(1) <br />#5 CONT. & <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />�►�i���iP►G�i�i�l�l�l <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED R <br />STAGGE ED <br />TRANSOM FRAMING <br />° ° BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES C E SHEATHING <br />& 8" O/C FIELD <br />K�S4) L <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) I 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. (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 <br />SCALE: N.T.S. <br />`cam <br />cw o <br />c•l� <br />o <br />coo <br />d <br />ea <br />ul a <br />�. U <br />,o <br />i <br />� �R�ialdi6lEl <br />�,,y��O WN <br />P. SE ''•. N <br />co <br />s : <br />iR` <br />P' O F1 Q_CX <br />E S S <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 />IN <br />h o E <br />p M U <br />N p <br />N a7 <br />c N c <br />p 00 a) 9 <br />oLoQ <br />ti <br />CD <br />� M <br />Q C J LL W <br />LL <br />LLa <br />J <br />z v 0 <br />w9 <br />�� nrn m <br />Z N Z ¢ J <br />ELW <br />ZN OU U <br />❑co <br />z N <br />o <br />z � N <br />z a <br />❑ <br />Q <br />c� <br />U) N <br />N z <br />0 <br />� <br />U <br />O w o <br />Ln Y <br />we <br />U � <br />Lu <br />F _ E <br />pp <br />L U <br />V �... <br />N <br />z <br />rL+ <br />Q Y <br />o <br />C.0 <br />w <br />M <br />z <br />< <br />U_ <br />Q E <br />o <br />E <br />o� <br />o <br /><� <br />Z® <br />(U <br />UO <br />F- C <br />�< <br />OQ <br />o <br />iz <br />az <br />�o <br />wz <br />W2 <br />v� <br />- <br />_� <br />.,o <br />m0 <br />01 <br />—' <br />aw <br />2z <br />2 <br />o§ <br />z <br />go <br />�O. <br />�- § <br />a mw <br />w¢ <br />>_ <br />o <br />M <br />ct <br />z ¢ <br />a <br />OJ <br />0 <br />rn <br />m <br />CU <br />c� <br />00 <br />CO <br />C) <br />r <br />1 <br />Cr <br />T <br />C�/, <br />v J m <br />CN <br />a <br />LO <br />N <br />O <br />.Q <br />N <br />Lf) <br />r <br />ui <br />m <br />w N <br />00N <br />o <br />z <br />z <br />E <br />E <br />Il <br />w <br />U _j Q a <br />JOB <br />NO: 22-08307 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />