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_— n 11 L1.—a•m �,. ■ i � <br />3 <br />T3 <br />m <br />C9 <br />N <br />3 <br />m <br />LD <br />L0 <br />L <br />VT <br />S <br />C) <br />0 <br />LO <br />rn <br />21 <br />12 <br />N <br />3 <br />E <br />0 <br />0 <br />v <br />[L <br />8, <br />CL <br />a <br />0 <br />t� <br />0 <br />S <br />0 <br />a <br />N <br />Zz <br />r[n <br />S <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 <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER 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 />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />.1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d ❑ <br />DRYWALL NAILS E1] <br />SOLID AREAS ARE <br />7 5/8" 8" <br />DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOJ21/4" <br />STEEL AND GROUT 11 ❑ ❑ <br />PLATE EVENLY WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTEINTERIOR ❑ ❑ <br />HEADER FLUSH TO OUTSIDE OPTION <br />FACE OF BLOCK WALL IWALL <br />TO DRAIN DOOR OPENING CL <br />DOOR OPENING <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE EXTERIOR J <br />TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ <br />(2) 2x HEADER <br />PER PLAN SCALE: N.T.S. S411 Fol <br />VARIES�_2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE <br />O.C. TO EACH HEADER FACE F MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY 2 x 6 (MIN.) FRAME MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. <br />WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT D <br />SCALE: N.T.S. S4 SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />KNOCK-0UT <br />(SEE SCHEDULE) ( <br />BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED 7 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT / <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 (3)1 Od TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />[ 77 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 />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />8"X8"Xl6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />MOISTURE 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 />rF � <br />1-78.11 STD. •. •• <br />IN OPENINGS <br />GREATER • • <br />PLAN) <br />—�!! <br />-1 <br />--�� <br />mom <br />- <br />— <br />--- <br />- <br />TT — <br />IIIII'OPENING <br />-- -LIIII <br />HIM <br />PP <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 />Q 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 />G <br />S4 <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"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />O <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 />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />FOR DRAINAGE <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 />e °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 />sFF �poGv <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 />1 Od NAILS @ 8" <br />0/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 --QL <br />VERTICAL JAM <br />5/8 DIA. x 8 J-B LT A 6-3/4", 1-3/4" , 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 />✓V\Jn r nnVr\ <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. 14 <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"xl0" OR <br />GREATER HEADER <br />(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 />�p �R 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_,")i <br />SCALE: N.T.S. S4 <br />3E <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TYP)7 <br />NP) 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 BARRIE <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 />r <br />2x TOP PLATE <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)1 Odxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />LMAIN <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />SPAN <br />FUPLIFT <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 />CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE)3 <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 <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 />k.SPLICE NAILS TOTAL) EA. SIDE OF <br />08.,�PLICE STAGGERED <br />Od @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ 4b16d TOENAILS <br />TO 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. S4 <br />F= 2240 LBS �7 <br />SIMPSON SIMPSON SIMPSON C <br />SP4 SP2 SIMPSON SP4 3P2 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2X P.T. <br />PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />\-NAILED <br />INTO <br />- <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />SP1 <br />SIMPSON <br />SIMPSC <br />j' <br />SP4 <br />SP4 <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 />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />-1Od NAILS @ 6" <br />STAGGERED <br />io I <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />SCALE: N.T.S. 14 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />> (4565# SPF) <br />> (5645# SPF) <br />> (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />t&NUT <br />IOXIED A.T.R. <br />t & NUT <br />OXIED A.T.R. <br />t&NUT <br />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />I I <br />2X8 P.T. BOTTOM P TE C <br />5/8"xl0" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) C <br />SIMPSON <br />SP4 <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 />@ Z-0" D.C. <br />-MASONRY WALL <br />"/'10d NAILS @ 4 A 1Od NAILS @ 6" O.C. <br />/ STAGGERED STAGGERED <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 />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 o E SHEATHING <br />& 8" O/C FIELD <br />S4 B <br />• SIMPSON SP4 w/ (6)10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) o 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 />o 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 />N <br />N <br />0 <br />N <br />C7 0 <br />� <br />d <br />' <br />O <br />Z <br />a=o <br />� a� _o <br />C co V <br />N <br />m <br />2 lO C= <br />a axtiM <br />C0 x <br />07 <br />v•3c <br />ti <br />.� tj 0 <br />= p <br />�• oG 2 >. <br />a <br />E <br />a U <br />i <br />�Z;'cil;I€iii6f°!/f e`•��d <br />0 Vviv <br />h S� <br />e r`1. � ^� Sri '` • <br />`- C: <br />• C ' /' • <br />OR�Csslc,'4�\�� <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />a) <br />E <br />o �8 <br />N CS 0 <br />Loa <br />0 � - N <br />rn�'IJ2S <br />W QjM� xg LL <br />r-J 2 LL W <br />cp <br />JLLLL S a <br />qfOrnZL_LYOgj <br />0W� <br />�ZO7 <br />mW <br />J <br />N <br />Un <br />UZN <br />W 00 <br />0 ; 1 <br />Z N M <br />z <br />z� <br />- N <br />M <br />N z <br />-J <br />N <br />LU <br />o <br />W <br />�V <br />O rl., S <br />N C N <br />�N w <br />c <br />r— E <br />'® w <br />I <br />iJ <br />Q � m <br />(oQQ <br />M <br />JL <br />I <br />o <br />z o <br />ZW <br />g <br />> <br />E <br />�o <br />wLL <br />Z <br />�° <br />O <br />O <br />0~ <br />w¢ <br />90 <br />0z <br />Z <br />o E <br />C:) <br />z <br />a <br />d i <br />- ro <br />�ZZ� <br />w <br />ma <br />N C <br />pY <br />iLL <br />Z <br />J <br />¢W <br />aw <br />gz <br />Z <br />o1 <br />° <br />g <br />W <br />N� <br />� <br />�LL <br />4 <br />CDa3 <br />I� <br />a <br />zla <br />i;3 <br />�� <br />J <br />LO <br />Ln <br />a� <br />m <br />Lu <br />Q <br />Co <br />M <br />� r <br />N <br />J <br />cy. <br />T <br />0° <br />Lo <br />_m <br />¢I <br />}� 04 <br />0 <br />O <br />04 <br />o <br />O <br />LO <br />00 <br />CV <br />LO <br />O <br />M <br />Q CO <br />r <br />E <br />LO <br />o <br />z <br />rBo <br />z <br />E M <br />a <br />E ?? <br />U <br />JOB <br />NO: 22-06471 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />