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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION <br />TOP PLATE SEE VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD <br />PLAN TRUSSES @ 24" O/C <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TY <br />P) SEE ELEV. UPLIFT CONNECTOR (SEE <br />SCHEDULE) <br />(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE <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 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 718" STUCCO FINISH PER ASTM C. <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />926 APPLY 3 LAYERS W/ TOTAL <br />THICKNESS 7/8" OVER METAL <br />2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d vLATH. FIRST 2 LAYERS 3/8" THICK <br />❑ <br />POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT STEEL AND GROUT <br />DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ ❑ CRICKET AS REQUIRED <br />PLATE WALL IS 1 1/2 MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIM SON SP2 w/ (12)10d <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAIL AT EACH STUD <br />FACE OF BLOCK WALL IS 21/4" <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. SLI. <br />12 SEE TYPICAL WALL SECTION <br />(TYp) 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 />+ 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 />0 <br />N 2x P.T. PLATE <br />it I 5/8" x 10" "J" BOLT @ 24" O/C MAX <br />Z�; W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� <br />AND FILLED SOLID W/GROUT <br />T3 1 #5 VERT. IN CONC. FILLED CELL W/ <br />Q STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />CL <br />TO DRAIN DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />44 COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR ❑ ❑ BOUNDARIES 6" 0/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD <br />SCALE: N.T.S. 54 ❑FIT A ❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COARSE 2ND COARSE 3RD COARSE CARRIERlGIRDER TRUSS <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />OF TRUSS <br />TYPICAL SECTION THRU WINDOWrB MASONRY LAYOUT D MOISTURE BARRIER R OFT <br />CONNECTOR <br />54 SCALE: N.T.S. AND FILLED W/ GROUT <br />S4, 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. {SEE SCHEDULE) <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT l <br />a o <br />a <br />as <br />8" STD. 9d'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 />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 />O BLOCKING (TYP.) VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />CD <br />0 <br />0 <br />J <br />LO <br />Ln <br />I <br />Q <br />00 <br />00 <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 />SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <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 />J <br />J <br />ENEMN�'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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />MOUNTING BASE SHOWN <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />I' <br />GARAGE DOOR ROLLER I I; GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY I ' <br />:. GARAGE FLOOR <br />!,�9 <br />TRAVEL DIRECTION OF I'I <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <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 />T�� <br />Slag 4O`L <br />N <br />2x CRIPPLES @ ---I <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 />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3i4", 71", AND 96-3/8"ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL ,kTHAN <br />PE OR DUCT w! PENETRATION THRU TOP PLATE w/ MORE <br />° a a 50 0 OF TOP PLATE WIDTH INSTALL SIMPSON <br />° DOOR STOP PN516Z w/ (12)16d NAILS <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />DOOR sag SPLICE STAGGERED <br />J-BOLT <br />TRACK <br />BRACKET <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 />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9' <br />1 (2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />1 (3) <br />(4) <br />(2) <br />(4) <br />1 (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 />S4 INTERIOR HEADER: <br />(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)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />00 SIMPSON HTT4 TYP. <br />Op O,Q U.N.O. SEE N/S4 <br />FN�NG ** 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. Sq <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A <br />—Y /8"xl0" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2. <br />P <br />SIMPSON SP4 <br />O <br />�10d @ g" O/C <br />ATTACH ALL --` <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. 54 <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />( P.T. <br />ATE <br />\-NAILED <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />a <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />SIMPSON <br />Sp1 SIMPSON <br />RECESS SIMPSON SP4 <br />LINTEL SP4 <br />o ° <br />a <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />w <br />U <br />? a <br />2x TOP PLATE <br />`- M `n <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,/- j <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 />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o HTT5 wl (26)10d NAILS (4670# SPF) <br />° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° 000 • HDU2-SDS2.5 w/ (6)1/4" x 21/2" 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 />0 • 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 N <br />SCALE: NTS S4 <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />-10d NAILS @ 6" <br />STAGGERED <br />io I <br />SIMPSON <br />SP1 <br />SIMPSON SIMPSON J-BOLTS @ 24" O.C. <br />SP4 SP4 <br />MAX <br />2X P.T. PLATE <br />2X8 P.T. BOTTOM P ATE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <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 />C <br />MASONRY WALL <br />SIMPSON C <br />SP4 <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 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) 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 />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 />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 <br />SCALE: N.T.S. <br />t <br />M <br />—o <br />z <br />a <br />Q <br />U) <br />Q) <br />W <br />+-' <br />•0LAJ <br />- <br />F <br />o I_ <br />m <br />Li, <br />F- p <br />C" <br />rT M <br />U <br />/i g? <br />�i <br />N C N <br />O o 0 <br />L LL CO <br />I U <br />o <br />s m <br />in a o <br />�M <br />U-)QV <br />�Qo <br />B D• <br />N C B D C <br />'°..r <br />N �O <br />.-. N <br />•w O M � � N <br />`/ Z <br />Z W c-, 5§z w z <br />_ M = <br />U <br />W gam.° ° w <br />_ <br />W E a <br />O =2�¢ o <br />Z <br />LLMOE <br />ti • � �•� � <br />�0 , O� <br />' <br />IF U0 <br />41) <br />Or E SS,Xo �eNR <br />ell <br />°°`7/r,/II I I I I I���4��® <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 2017 Florida Building Code - <br />Residential 6th 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />06 <br />71 <br />aE <br />�h <br />w¢ W <br />Uzoo <br />mwx <br />Z z <br />a Lu <br />OO <br />LU <br />L <br />N <br />Zz <br />�Z <br />4 <br />z <br />�W <br />U7 <br />� <br />{ouoa <br />rY0' <br />I- <br />0: <br />J . <br />Q <br />H <br />�oLU <br />LU <br />" <br />� <br />Nl <br />ClZ�'a <br />wz <br />Z <br />z <br />+--1 <br />�EUo <br />& <br />W <br />W <br />�Lz <br />he" <br />00 <br />Q <br />Z <br /><aZ <br />k <br />Z <br />a o 0 <br />m <br />Z <br />Ln <br />JM <br />O <br />00 <br />_ <br />,--I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />S4 <br />