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(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 <br />FLUSH TO THE OUTSIDE <br />//—SEE <br />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />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 />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EVENLY <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <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 INTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL <br />FACE OF BLOCK WALL IS 21/4" <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 HEADERliar, WALL CLEAN -OUT q <br />PER PLAN SCALE: N.T.S. S4 <br />VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COARSE 2ND COARSE I3RD COARSE <br />O.C. TO EACH HEADER FACE F MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />2 x 6 (MIN.) FRAME MANUFACTURER. <br />WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD <br />SCALE: N.T.S. S4 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 -OUT <br />(SEE SCHEDULE) NOTCH LINTEL WHERE REQUIRED <br />DOUBLE 2x4 SPF#2 <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J <br />. -- <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 />••+ �Ii STUD W/(3)10dNAILS <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 />G <br />v <br />SIMPSON SP1 w/ (10)10d <br />M NAILS AT EACH STUD <br />2x P.T. PLATE <br />t 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 />::::/) <br />AND FILLED SOLID W/GROUT <br />3 1 #5 VERT. IN CONC. FILLED CELL W/ <br />m STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />BLOCKING (TYP.) <br />�--ROOFTRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />2 <br />J <br />00 <br />a <br />00 <br />Fo <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />-� <br />GARAGE FLOOR SLAB <br />�d <br />TROWEL FINISH SEE <br />Ir <br />GENERAL NOTES <br />SLOPE FORWARD-, <br />1 FOR DRAINAGE <br />a <br />W <br />EC; ZSEE PLAN FOR FOOTING <br />N DIMENSIONS <br />0 <br />W <br />■terSTD,.... <br />8. <br />OPENINGSICI■■ <br />GREATER . • • <br />PLAN)IjIJ�IIOPENING <br />O■fll <br />NOTES: <br />1(J 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 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />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 />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 />w <br />'- <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 />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 />/--8x8xl6 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />.1I GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />a <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />4 a a BOTTOM OF MOUNTING B <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 />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 --�j <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />W/MOUNTING ANGLE <br />rOP <br />a <br />'ARAGE <br />►OOR <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 />V-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 />1 (2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER a 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 />** 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. S4 <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />12 <br />(TYP.) SEE ELEV. <br />%1qi;;Q-, <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 />SIMtS)ON <br />SP2 w/ (12)10d <br />NAIL <br />AT EACH STUD <br />TRUSS BOTTOM CHORD OR 2x4 <br />BLOCKING W/ 2-16d TOE NAILS <br />1/2" EXTERIOR GRADE SHEATHING <br />@ EACH END <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING ( ) <br />Lu <br />v <br />O/C FIELD <br />v ? a <br />2x TOP PLATE <br />cn <br />V2-16d <br />2X4 PT STUDS @ 16" O.C. <br />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)10dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />STUD 24" <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />O.C. <br />O.. AX. <br />. <br />PROVIDE P.A.F. NAILS OR <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <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 />UPLIFT CONNECTOR <br />SEE INFO, <br />PLATE TO CONCRETE <br />8"X8"X16" K.O. BLOCK W/ 1111 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL--- <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />MTM- <br />-v— <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 ,/f 2 ROWS 10d @ 3" O.C. (14 <br />SPLICE -7 /-" / NAILS TOTAL) EA. SIDE OF <br />M-,►4� <br /><8. SPLICE <br />PICE STAGGERED <br />10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ 4�16d 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 <br />SIMPSON C <br />SIMPSON SP4 SP2 <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 w/ (26)10d NAILS (4670# SPF) <br />° ° • DTT2Z wl (8)114" 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 />p • 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 />A • 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 />ROOF TRUSS ABOVE <br />F 2X BLOCKING <br />/8"x10" "J" BOLT <br />`NAILED <br />@ 24" O.C. MAX. <br />INTO <br />10d NAILS @ 6" <br />(2) 16d TOE NAILS <br />MIN. (2) PER <br />TRANSOM <br />STAGGERED <br />EA. BLOCKING <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />FRAMING <br />SECTION <br />2X P.T. <br />SEE SECTION AA/S1 <br />PLATE <br />AND BB/S1 FOR <br />in <br />2X8 WALL ABOVE <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />SP1 <br />• <br />K.O. BLOCK W/(1) <br />SIMPSON SP4 <br />SIMPSON SIMPSON <br />J-BOLTS @ 24" O.C. <br />#5 CONT. & <br />RECESS <br />SP4 SP4 <br />MAX <br />FILLED <br />LINTEL <br />5/8"X10" J-BOLTS <br />2X P.T. PLATE <br />- @ 2'-0" O.C. <br />A <br />° <br />Q <br />2X8 P.T. BOTTOM P TE <br />MASONRY WALL <br />C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />B <br />SIMPSON <br />SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />SP4 <br />SP2 <br />SIMPSON <br />FF SP4 <br />10d NAILS @ 4" <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />A <br />STAGGERED <br />TRANSOM FRAMING <br />o o <br />BEYOND. <br />n N <br />NAILED INTO <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />SEE SECTION AA/S1 AND <br />& 8" O/C FIELD <br />S4 <br />BB/S1 FOR ADDITIONAL <br />B <br />DETAILS <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />o <br />PLYWOOD <br />Spi SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />RECESS <br />SIMPSON SP4 <br />• SIMPSON SP2 wl (12)10d NAILS <br />• SIMPSON SP1 wl (10)10d NAILS <br />MASONRY <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />LINTEL <br />SP4 <br />MAX. (MIN. (2) PER BOTTOM <br />PLATE) <br />a <br />4 <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />° <br />2X8 P,T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />PLATE <br />@ 24" O.C. <br />UU <br />FRAMING DETAILS ABOVE ENTRY K�R <br />5/8"xl0" "J" BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />S4 <br />(MIN. (2) PER BOTTOM PLATE) <br />C9 <br />z� <br />z z <br />Q <br />a <br />z <br />c/') c9 <br />aj <br />4—J w <br />W <br />0• <br />U <br />W <br />' ® <br />m M <br />N <br />W M <br />N <br />� <br />UU.SO <br />-he_ <br />l ` <br />��o <br />B D. <br />n n c <br />N �O <br />Z��7,Jj CV 4! <br />_zCC Ii z <br />u- O <br />�t <br />Us tfFt►�o <br />Z <br />IULI C" k. <br />v vZE C0 �• <br />LO <br />���'lArgROFESS%CO <br />To the best of the Engineer's knowledge, information and bellef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residentlal 6th 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 />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />a <br />0 <br />J <br />oa. <br />t2 <br />_ <br />Q® <br />22 <br />a. <br />F— <br />Z <br />�� <br />O <br />N <br />LU <br />LU <br />U) <br />J <br />W <br />$tea <br />a <br />F-- <br />o � <br />15ov <br />LU <br />0 <br />LU <br />Q <br />Z <br />J <br />Lo <br />�L <br />Lij <br />Qa <br />(� <br />z <br />t <br />W <br />Ins <br />O <br />00 <br />z <br />: <br />UJI <br />W <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION N0. 4mO <br />SHEET NO. <br />S4 <br />