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Ia <br />0 <br />0 <br />00 <br />0 <br />C14 <br />0 <br />J <br />to <br />M <br />N <br />x <br />a <br />N <br />N <br />v <br />d <br />E <br />r° <br />E <br />C7 <br />J <br />h <br />Q1 <br />i <br />0 <br />0 <br />0 <br />N <br />U <br />0 <br />a <br />0 <br />0 <br />01 <br />a) <br />i_ <br />N <br />0 <br />A <br />a <br />N <br />O <br />L <br />LO <br />.W <br />m <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 />2x6 / 2x8 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 />DOUBLE 2x TOP <br />PLATE —� <br />VARIES <br />( )� <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 5/8" 8" <br />TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ no <br />EVENLYWALL IS 1 1/2" MAXIMUM <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIORWALRIOR❑ <br />FACE OF BLOCK WALL IS 21/4" <br />BLOCKING @ EACH END W/ 10d @ <br />O.C. FROM EACH HEADER FACE <br />BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />?x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAILrT� <br />SCALE: N.T.S. 54 <br />12 SEE TYPICAL WALL SECTION <br />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 />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 />++F <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 />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />BLOCKING (TYP.) <br />2x P.T. PLATE <br />OOF 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 />AND FILLED SOLID W/GROUT <br />MOISTURE BARRIER <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 <br />�F� <br />TO DRAIN DOOR OPENING DOOR OPENING <br />❑ ❑EXTERIOR 1 ❑ <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ <br />SCALE: N.T.S. S(� ❑ ❑ ❑ <br />1ST COARSE 2ND COARSE 3RD COARSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE 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 />S4 SCALE: N.T.S. 54 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1} #5 FOR CONCRETE PLACEMENT <br />d d p Q <br />d <br />g" STD. 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 />NOTES: <br />1O 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 />2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'4" 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"FORM <br />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 />CC <br />�— w <br />T <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 />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 -__ —6.1 1 / / F �!`_ <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a a <br />e a <br />p <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM QF 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 �OIL <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" -i <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 96-318" 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 />W/MOUNTING ANGLE <br />fOP <br />3 <br />3ARAGE <br />IOOR <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) 1 <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 />\—(2) 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 />p0 <br />O,Q <br />{ SIMPSON HTT4 TYP. <br />Op <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. 54 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />RECESS <br />LINTEL <br />12 <br />(TYP.) SEE ELEV. <br />SIM SON SP2 w/ (12)10d <br />NAIL AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <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 C. <br />926 APPLY 3 LAYERS W/ TOTAL <br />THICKNESS 7/8" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. <br />CRICKET AS REQUIRED/ <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING (1 <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />ROOF TRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <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 />SCALE: N.T.S. <br />- PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 500 OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />S•PLICE NAILS TOTAL) EA. SIDE OF <br />. s�8„ SPLICE STAGGERED <br />tiI/N <br />ATTACH ALL -j <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TO TOP 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. �+A <br />F= 2240 LBS t <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSOI' <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />w <br />Ul^ <br />2x TOP PLATE T <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />r• HTT4 w/ (18)10d NAILS (3610# SPF) <br />• HTT5 w/ (26)10d NAILS (4670# SPF) <br />DTT2Z w/ (8)1/4" x 11/2" SDS (1835# SPF) <br />HDU2-SDS2.5 w/ (6)1/4" x21/2" SDS (2215# SPF) <br />• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />_ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />• FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN, 8" EMBEDMENT w/ WASHER & NUT <br />• FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />HTT / HDU TENSION TIE rN <br />SCALE: NTS S4 <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 />ROOF TRUSS ABOVE <br />/— 2X BLOCKING <br />I° <br />d 2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />SIMPSON SIMPSON T <br />(MIN. (2) PER BOTTOM PLATE) <br />SP4 SP2 SIMPSON C <br />SP4 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />SIMPSON SP4 <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 />@ 2'4" O.C. <br />MASONRY WALL <br />✓ 10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />�—PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES C E SHEATHING <br />& 8" O/C FIELD 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 <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O G. <br />MAX. (MIN. PER BOTTOM <br />a <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />5/8"x10""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 (R� <br />SCALE: N.T.S. <br />e <br />® <br />411, •5 <br />Cb <br />10 <br />N <br />fqi <br />4 C L Gt x'%% <br />To the as of the Engineer s knowledge, info oration and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida <br />Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />3 <br />v <br />N o��pp <br />Si <br />MNn - NN LL <br />0 <br />to <br />N M -con J# <br />=0. <br />0 <br />co U- <br />6 M <br />p LL 33 at a LWU <br />Ito- � o <br />C, <br />Imo X,.O <br />a <br />2 <br />..+ 9 m m <br />Z <br />Earn < o a <br />C @N 0 4 <br />®N <br />0 7 <br />N�CMQ v I- <br />° <br />Z <br />❑00 <br />N O <br />53 <br />10 <br />¢N¢ <br />Z r Q <br />M <br />N <br />U) <br />s M <br />o <br />C1 <br />�i <br />LL <br />V <br />VS Y <br />w <br />z <br />� o <br />a <br />Q <br />to <br />R3 <br />cl <br />E <br />o <br />`� m <br />7-W I <br />w rn <br />m r-- E <br />0 8 <br />° I'° <br />69 <br />O <br />o <br />sm <br />Z <br />z <br />9 <br />zq <br />o, <br />g <br />� <br />Q o <br />E <br />.o <br />w <br />Zo <br />Z® <br />od <br />U <br />Co <br />~ <br />o E <br />S <br />oa <br />'0 <br />U O <br />nO <br />ow <br />CD,� <br />wo <br />¢ <br />az <br />�z <br />��,. 1-. <br />. � <br />cn <br />o <br />U <br />m 0 <br />z <br />N <br />F <br />oa <br />z <br />g0 <br />a <br />T <br />U <br />mo <br />oo <br />= <br />�O <br />Oz <br />V <br />W <br />a¢ <br />a <br />OU$ <br />�M <br />0 <br />= <br />L. <br />rn <br />(0 <br />.! <br />N <br />r( <br />co <br />coN <br />C) <br />0 <br />m <br />� <br />c <br />qt <br />7� <br />N <br />O <br />U) <br />�— <br />TLo <br />z <br />LO <br />T <br />2 N <br />N <br />s- <br />(D <br />O LO <br />6 <br />E <br />N <br />M <br />o <br />? <br />Z <br />@ <br />a <br />E <br />U <br />a w <br />ca <br />Q p <br />JOB <br />NO : <br />20-3576 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />