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a <br />N <br />Ln <br />S <br />C" <br />0 <br />I <br />Tj <br />Q <br />i� <br />N <br />LO <br />0 <br />rn <br />S <br />Q <br />J <br />0 <br />I <br />N <br />In <br />Ln <br />(N <br />0 <br />0 <br />ILI <br />N <br />i <br />O <br />d <br />0 <br />0 <br />C <br />J <br />N <br />a� <br />tZ <br />0 <br />0 <br />U <br />i <br />0 <br />a <br />U <br />li <br />z <br />0 <br />t <br />0 <br />0 <br />J <br />LZ <br />rn <br />a <br />0 <br />0- <br />co <br />8 <br />Q <br />m <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 />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" 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 NAIL <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 />" <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 />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. 90^ HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL <br />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 />GENERAL NOTES <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 />�---= TO DRAIN <br />EXTERIOR <br />WALL CLEAN -OUT WALL <br />A <br />SCALE: N.T.S. S4 <br />7 5/8" 8" 7 5/81, 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 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D <br />SL� SCALE: N.T.S. S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />J <br />71- <br />_ <br />I ,L <br />—J -- <br />gSTD. 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 />C A <br />I <br />` [ <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 411 FORM CONCRETE INSET TO <br />1/2"X9 1l2" PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL BLOCK WALL ABOVE, <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />J <br />J <br />Q <br />j <br />IP,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 />GARAGE FLOOR _ <br />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 <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 />SFF VON� <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 <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 />t <br />AGE <br />R <br />vvvn lnnvn <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 />V - 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"xl0" OR <br />GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />BOX HEADER 12d TOENAILS <br />• 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 1 112" EACH <br />SIDE <br />2x STUDS TYP. <br />00 SIMPSON HTT4 TYP. <br />O,o 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 (`�Q <br />SCALE: N.T.S. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <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 />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />BLOCKING W/ 2-16d TOE NAILS <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 />v ? aQ <br />" <br />2x TOP PLATE <br />� � <br />V <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) 10dxl 1/2"AL <br />A <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. MAX. <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 />MOISTURE BARRIER <br />ROOF TRUSS <br />SEE A/S3 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <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. 90' HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 1 <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 />• N <br />G 10d @ 8" O/C <br />A. <br />ATTACH ALL f <br />EXTERIOR STUDS <br />W/ 4))16d TOENAILS <br />TO UP PLATE <br />NOTE: BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL 6M <br />SCALE: N.T.S. S4 <br />F= 2240 LBS J <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />SIMPSON <br />SP4 -, <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />RECESS <br />LINTEL <br />SIMPSON <br />SP1 SIMPSON <br />RECESS SIMPSONSP4 <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 TOP PLATE <br />OVERLAPPING <br />�-10d NAILS @ 6" <br />STAGGERED <br />(D <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 />i (5645# SPF) <br />i (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 />i 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) C <br />SIMPSON <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 />@ 2'4" O.C. <br />10d NAILS @ 4 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />0 o BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES 01 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 5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <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 rR� <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />cam- i <br />co <br />c-1 <br />ti- <br />O <br />> <br />�- <br />= No <br />� T <br />¢ w -1 <br />N <br />d u c <br />: <br />v <br />is °j <br />yi ti= G <br />Wfb y- <br />� u <br />c.• ' <br />i v `'✓✓� <br />r, <br />.100 <br />' 3\0 <br />,tiff. <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />3 F <br />a <br />�E <br />s 8 <br />o <br />N 0, <br />1 m <br />M y # LL <br />" Q <br />}k: <br />aj <br />i LL it- a13 <br />A,��M1 = <br />.,n <br />w <br />a 2rn <br />0 C o <br />m c 10 <br />i <br />MN <br />0 �c <br />W <br />IL <br />f°�rnrn m W <br />co J <br />C, <br />M Z a F <br />y) Z <br />NZ <br />O U 0 <br />W <br />❑ ❑ <br />CD <br />CD <br />z � <br />z <br />J <br />a <br />z <br />1�111 <br />�T <br />LL <br />N <br />LL, <br />C, <br />OLU <br />N <br />C N <br />d <br />- <br />{� <br />U w <br />w m <br />— g <br />.v Yr• <br />.2 <br />S`` t <br />.: <br />y�y <br />tJ p N <br />Q N <br />• <br />sm <br />(.0 <br />J <br />ftO <br />M <br />N-o <br />L <br />s <br />E <br />=, <br />>� <br /><� <br />14 <br />i <br />E � <br />Uz <br />d <br />os <br />co <br />F n <br />Eo <br />UO <br />p , <br />z <br />O E <br />O <br />N <br />d`z <br />Z <br />� <br />wm <br />a <br />iu <br />Na <br />OCiD <br />2 C) <br />J <br />`o <br />LO <br />LO <br />Q <br />L, <br />�--- <br />0) <br />:3 C <br />C) <br />Y <br />T <br />V <br />U) 0 <br />co <br />V <br />m <br />00 <br />L i <br />T— <br />4-0f <br />J <br />0) <br />LO <br />00 <br />CV <br />Q <br />rn N <br />Lo rn <br />T <br />6M <br />CV <br />o <br />v; 00 <br />Z <br />Z <br />E <br />a <br />M <br />a <br />E <br />c0 <br />-8 w <br />a rj <br />c <br />JOB <br />NO: <br />22-09414 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />