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'r, - TWWW—i <br />Cn <br />-W <br />_q <br />ck� <br />W <br />C_ <br />:2 <br />�2 <br />L6 <br />C! <br />LO <br />P0 <br />E <br />�2 <br />00 <br />0 <br />E <br />0 <br />0 <br />LZ <br />r."') <br />8 <br />LO <br />A <br />15 <br />-ns <br />=1 <br />9 <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 / 2x1 WALL BEYOND 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 />FOR CLEAN -OUT <br />'---2x DEAD WOOD @ MID <br />POINT w/ (3) 12d MIN. EXTENSION FROM <br />TONEAILS SPACED <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK <br />EVENLY <br />" <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 WALL IS 1 1/2 <br />MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR <br />WALL <br />FACE OF BLOCK WALL IS 2 1/4" <br />TO DR IN CL_ <br />2x BLOCKING @ EACH END W/ 10d @ <br />ERIOR <br />4" O.C. FROM EACH HEADER FACE EXT <br />TO BLOCKING WALL <br />M EXTE j <br />N FR <br />S <br />0 LOC LL I <br />F LBK WA <br />W4 <br />---(2) 2x HEADER WALL CLEAN -OUT ("A <br />PER PLAN SCALE: N.T.S. <br />I I I <br />2x BOTTOM PLATE W/ (1) 1 Old @ 8" 1STCOURSE 2ND COURSE 3RD COURSE <br />VARIES '0 EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />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 />WALL HEADER DETAIL ow <br />2 x 6 (MIN.) FRAME TYPICAL SECTION THRU WIND MASONRYLAYOUT LL <br />SCALE: N.T.S. SCALE: N.T.S. <br />�4 S4 S4 <br />12 SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />(TYP) SEE ELEV. TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR KNOCK -OUT <br />(SEE SCHEDULE) BLOCK W/ (I NOTCH LINTEL WHERE REQUIRED <br />FOR <br />CON <br />CRETE PLACEMENT <br />DOUBLE 2 <br />4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />T <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 />NAILS AT EACH STUD AS REQ'D <br />SIMPSON SP2 W/ (12) 1 Od (3) 1 Od TOENAILS T&B <br />2x BLOCKING @ MID <br />++ + STUD W/ (3) 1 Od NA <br />+ POINTEVERYOTHER <br />ILS 'r <br />7 5/8,, 8" 7 5/8" 8" 7 5/8" 8" <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 Old <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/8"EMBEDMENT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT.. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />90A <br />STD. 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 />BLOCKING (TYP.) <br />\---ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />DIMENSIONS <br />SEE PLAN FOR FOOTING <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />.00 <br />I <br />H <br />1 <br />IN <br />IN <br />lil <br />IN <br />Ul <br />IN <br />I <br />NOTES: <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION <br />PORT <br />(DRILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />(DSEE 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 />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />112"X9 1/2" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />0 <br />j 'I— , <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 />GARAGE DOOR <br />8x8x16 C.M.U. <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. 4 4 <br />9 <br />POURED CONCRETE BASE FOR 'BOTTOM OF MOUNTING R_ <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE <br />GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />1 96 3/8" <br />SOLID AREAS ARE <br />STEELAND GROUT <br />FULL 8x8x16 BLOCK <br />DOOR OPENING -CL <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 />71" <br />—0 <br />777 2 x 6 P.' <br />58" <br />J-BOLT <br />TRACK <br />34" <br />4111 BRACKET <br />101, <br />31/2" <br />2x CRIPPLES @ --I <br />16' O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 11/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />1 Od NAILS@ 8" <br />OIC TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.0 <br />FOP <br />iARAGE <br />1OOR <br />---. � I 1 ­11 <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEET <br />S <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK <br />SCALE: N.T.S. <br />�, �4 <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"xl 0" OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIO <br />R HEADER: <br />\_(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER 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) 1 Od x 1 1/2" EACH <br />SIDE <br />�10 <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 <br />SCALE: N.T.S. <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />�Z(T:TYP SEE ELEV. UPLIFT CONNECTOR (SEE <br />y P 7.) 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) 1 Od <br />NAILS AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />1/2" EXTERIOR GRADE SHEATHING <br />CRICKET AS <br />EBLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />REQUIRED <br />COMMON W <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />Lu <br />O/C FIELD <br />I <br />2x TOP PLAT E-/ <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 />S I M PSON H ETA20 w/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. MAX. <br />ROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />2x P.T. PL.ATE <br />rp <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 />T <br />8"X8"Xl 6" 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 />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 Old @ 3" O.C. (14 <br />SPLICE-7 NAILS TOTAL) EA. SIDE OF <br />SPLICE STAGGERED <br />1 Od @ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y4816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTOM SPLIC <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />�4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON <br />SP2 SIMPSON SP4 <br />SP4 SP2 <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/Sl AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />SIMPSON <br />SP4 <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION J/SS <br />AND KISS FOR <br />ADDITIONAL DETAILS <br />SIMPSON <br />Spi <br />SIMPSON <br />SIMPSC <br />RECESS <br />SP4 <br />SP4 <br />LINTEL <br />SIMPSON <br />SP2 <br />4 <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL//000—j <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />3 (4565# SPF) <br />33 (5645# SPF) <br />3 (6970# SPF) <br />)S (9335# SPF) <br />IN. 8" <br />PDXIED A.T.R. <br />I & NUT <br />'OXIEDA.T.R. <br />1 & NUT <br />OXIED A.T.R. <br />I & NUT <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 />2X8 P.T. BO <br />B <br />5/8"X10" '7 BOLT @ 24" 0-r-- MAX- <br />C <br />(MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <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 />-MASONRY WALL <br />1 Od NAILS @ 4 <br />STAGGERED 1 Old NAILS @ 6" O.C. <br />A <br />S <br />GG <br />RED <br />__AA TRANSOM FRAMING <br />0 0 <br />N BEYOND. <br />- - - - - - <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES SHEATHING <br />& 8" O/C FIELD .0 1 <br />S4 <br />L <br />a SIMPSON SP4 w/ (6) 1 Od x 112" <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 w/ (10) 1 Od NAILS WALL BELOW o_:_5/8"X10"J-BOLTS@24"O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />U <br />ALTERNATE: <br />2X8 I,. I. Esu I I OM 5/8" DIA. ATR EPDXIED <br />MIN. 6"INTO BOND BEAM <br />PLATE <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SP4 <br />SIMPSON <br />SP4 <br />C%j <br />= C= <br />ti, cm <br />00000, Cm :.< <br />Ll- 0- <br />C a C14 I . _v_ <br />Cc <br />'m <br />!n <br />q. <br />, , <br />Lill <br />. - f-,, r,�� 1, - <br />INN <br />C-4 <br />\0 4K, <br />b <br />FL <br />SS1011 .,\N <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 />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />E <br />-4 -. <br />5 C', CC, 0 8 <br />0 ogo <br />04 CD <br />a0 dcn v <br />4 MC r� L�: <br />13 UJ <br />'t <br />I <br />g- <br />R :f- 9 0 <br />m C14 <br />:3 <br />W 0 <br />W co m Lu <br />00 Cj . <br />z Iz_ <br />IL <br />< N 0 <br />d 0 <br />z rn <br />W 130 <br />0 <br />C, <br />Ln -S <br />C2 <br />+_j <br />LU <br />Q) <br />0 <br />Ln <br />E <br />8. <br />I <br />CD <br />U9 '0 <br />cli m <br />CI"3 <br />cl'� <br />z <br />z <br />< <br />1A_ <br />ce E <br />-0 <br />i� <br />E <br />— <br />* <br />E <br />0 <br />z <br />.0 <br />z <br />z <br />co C <br />Z <br />z <br />0� <br />6 <br />�z <br />< LU <br />.- <br />= 3: <br />8 <br />"t <br />z to <br />, z <br />0 <br />U <br />W <br />Cn <br />z <br />r <br />ca <br /><0 <br />f2k <br />to�: <br />.0 C) <br />LO <br />0 <br />It <br />T <br />m <br />CO <br />7— <br />< <br />Cr cc <br />U) <br />4-0 <br />L0 <br />z: <br />Cn <br />C*4 <br />r, 0 <br />L0 <br />00 04 <br />cl) LO <br />E <br />E CY) CV) <br />LO <br />0 <br />z <br />z <br />r_ <br />E to <br />E 2 <br />'a <br />a. <br />-�-; .0 <br />0 0 <br />0 <br />_j <br />JOB <br />NO 23-06110 <br />SCALE AS NOTED <br />SHEET NO. <br />S4 <br />