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�(np) SEE ELEV. <br />(2) 2x6 OR (2) 2x8 <br />I <br />TOP PLATE SEE <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />2x6 2x8 WALL BEYOND <br />(2) 2x HEADER TO SIT <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 />ICONNECTION <br />SCREW OFF CAP (3" DIA.) <br />2x DEAD WOOD @ MID <br />FOR CLEAN -OUT <br />t4_1_E <br />POINT w/ (3)12d <br />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEEVENLY EVENL Y LS SPACED <br />EXTERIOR FACE OF BLOCK <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 MAXIMUM INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />IFACE OF BLOCK WALL IS 21/4" <br />CL <br />TO DRAIN <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE EXTERIOR <br />TO BLOCKING WALL <br />(2) 2x HEADER WALL CLEAN -OUT rA <br />PER PLAN SCALE: N.T.S. S4 _ <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL $ 8 16 BLOCK <br />12 <br />(YP•) 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 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 />Ux x SIM SON SP2 w/ (12)10d <br />❑ NAILS AT EACH STUD <br />-DOOR OPENING DOOR OPENING —q 1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKIN;(TYP/l <br />❑ O/C FIELD <br />❑ 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS - -- <br />2x BOTTOM PLATE W/ (1)1Old @ 8" <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />VARIES O.C. TO EACH HEADER FACE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />8 SIMPSON HETA20 w! 10dx1 1/2" <br />( ) <br />REFER TO WINDOW PRODUCT APPROVAL <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />NAILS AT EA. TRUSS VERTICAL WEB71 <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT —1-112 <br />2 x 6 (MIN.) FRAME <br />MANUFACTURER. <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />WALL HEADER DETAIL <br />TYPICAL SECTION THRU WINDOW / B \ <br />MASONRY LAYOUT D <br />MOISTURE BARRIER <br />ROOF TRUSS <br />UPLIFT CONNECTOR <br />SCALE: N.T.S. Sq <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />KNOCK -OUT <br />(SEE SCHEDULE) BLOCK W/(l)#5 NOTCH LINTEL WHERE REQUIRED <br />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 wl (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 />Cn' 1/2" EXTERIOR GRADE SHEATHING —� <br />3r', 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 />CD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24' O/C MAX ---� <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. —� <br />�'' AND FILLED SOLID W/GROUT <br />5' 1 #5 VERT. IN CONC. FILLED CELL W/ —f <br />! STD. 90^ HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />G Q. <br />d d 4 <br />d d <br />g STD. 90 HOOK g° <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 />1❑ <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />- - - <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) <br />PROPERLY. <br />OOF TRUSS <br />0 <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />Q <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 />MOISTURE BARRIER <br />TYPICAL <br />FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />�i <br />of <br />0 <br />�I <br />QI' <br />00 <br />C) <br />a <br />MOUNTING BASE NOT SHOWN <br />tv', <br />in <br />FOR CLARITY SEE DETAIL <br />E j <br />K/S4 <br />_', <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />on <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE \ <br />II GENERAL NOTES \ <br />SLOPE FORWARD <br />Ev <br />FOR DRAINAGE <br />--SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <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 <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />J <br />o <br />SF p�yo© <br />W <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />2x CRIPPLES @ -� <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2)12d <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />1Qd x 1 1/2" AT EA <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />MOUNTING BASE SHOWN <br />FOR 2x8 WALL ) <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />@ 8 --� <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C YP. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />..,, GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />d <br />SCALE: N.T.S. <br />d e a a BOTTOM OF MOUNTING 13 <br />POURED CONCRETE BASE FOR <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 />SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (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 />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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. 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 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />° 4 a THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />° d DOOR STOP PSPN516Z w/ (12)16d NAILS <br />MOLDING <br />TOP 2 ROWS 10d @ 3" Q.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />DOOR <&* SPLICE STAGGERED <br />J-BOLTTRACK <br />BRACKET 10d @ 8 0/C <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 />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 />1 (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)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS YP. <br />O� SIMPSON HTT4 YP. <br />Op OR s 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. SLI <br />_ SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />A r <br />— V /8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION 2 <br />P <br />SIMPSON SP4 <br />0 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />dO d. <br />ATTACH ALL J <br />EXTERIOR STUDS <br />Wf 14 16d TOENAILS <br />TO T6P PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL rM <br />SCALE: N.T.S. <br />F= 2240 LBS �7 <br />SIMPSON Q <br />SIMPSON SP4 SP2 <br />(P.T <br />ATE <br />a <br />INTO <br />- <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />f 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 />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />'BLOCKING <br />@ EACH END <br />w <br />U <br />2x TOP PLATE <br />V2-16d <br />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 NOW <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.$E Fb=2400 PSI (AS PER PLANS) <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° o • HTT5 w/ (26)10d NAILS (4670# SPF) <br />o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />° o ° • 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 />o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T,R. MIN, 8" EMBEDMENT wl 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 />SIMPSON <br />SP1 <br />SIMPSONLSPTSO� <br />SIMPSON- <br />MAX <br />@ 24" O.C. <br />SP4 MAX <br />/// 2X P.T. PLATE <br />IL <br />a 4 2X8 P.T. BOTTOM P TE <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />2X8 P.T. BOTTOM <br />PLATE <br />UU <br />ROOF TRUSS ABOVE <br />I- 2X BLOCKING <br />L� <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 />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 <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 J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW <br />MAX. (MIN. (2) PER BOTTOM <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 rR <br />SCALE: N.T.S. S4 <br />(9 <br />La <br />� o <br />O <br />z <br />z <br />Q <br />U) <br />t./) t.D <br />LLJ <br />(Z p <br />.O w <br />C21— <br />C6 j <br />m a <br />L.0 <br />wigF— E <br />N M <br />QS M <br />mom <br />_ <br />O O N <br />-aLL CO <br />� <br />-0 <br />rn <br />-C r- <br />LO V <br />C"Qo <br />Al® <br />v ".D.� <br />N �O <br />ti ppy � h N <br />♦/► O M O) � 00 <br />WOWN �' z <br />F. o M m C .a <br />U)z <br />; LJi-g 5 W w <br />Iin Lu <br />- a a <br />LY <br />S o <br />Zpa <br />4 'ffi 0m <br />Z lei Q <br />$ <br />oww <br />W..W <br />• <br />ell <br />'. <br />f <br />*dtl11111t[Iclu'�t% <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. Engineers signature and seat is only <br />for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />2 <br />tn <br />wn <br />Z 4 <br />�F <br />< <br />to <br />Zoo <br />z �0" <br />Lo <br />U" <br />-1 <br />a � <br />BMo <br />11) <br />^ <br />Z Z <br />}o <br />LL <br />2:Z <br />a <br />z <br />�W <br />UU <br />_ <br />1� <br />U) <br />J <br />o <br />It <br />. <br />0 <br />Q <br />o6 <br />LLJ <br />U 0< <br />k10z�Za <br />Lu W <br />Ck <br />Z <br />d- <br /><ag g <br />I- Ld <br />E�o <br />z <br />•--f <br />a <br />--I <br />W <br />Q <br />S <br />G <br />Q <br />Z <br />< UJ <br />N fa- Z V <br />a <br />Paz <br />�zo <br />m <br />00 <br />z <br />_ <br />� <br />t-i <br />CL <br />to <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />S4 <br />