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Np) SEE ELEV. <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 / 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />//—SEE PLAN FOR SIZE <br />CONNECTION <br />2x DEAD WOOD @MID <br />POINT w/ (3)12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE <br />W <br />x BLOCKING @ EACH END W/ 10d @ <br />"O.C. FROM EACH HEADER FACE <br />O BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. S4, <br />SEE TYPICAL WALL SECTION <br />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 i <br />1/2" EXTERIOR GRADE SHEATHING —� <br />M 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 />g 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 />AND FILLED SOLID W/GROUT <br />T3 1 #5 VERT. IN CONC. FILLED CELL W/ —j tij <br />a STD. 90A HOOK IN K.O. BLOCK <br />N KNEE WALL ABOVE MASONRY WALL DETAIL <br />M <br />a <br />C2 <br />N <br />i <br />a <br />E <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E <br />K/S4 <br />= <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE \ <br />I GENERAL NOTES <br />SLOPE FORWARD\ <br />z I FOR DRAINAGE <br />n: <br />1 <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <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" 7 5/8" 8" <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8 8 16 BLOCK <br />SEE TYPICAL WALL SECTION <br />12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(NP•) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE 2"x4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />CRICKET AS REQUIRED <br />�. �..� ..��....„ �� I ❑ I I r—, I x x I NSIMPSON SP2 w/ AILS AT EACH (12) I <br />WALL U <br />�—� TO DRAIN <br />CL DOOR OPENING DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT rA WALL ❑ ❑ O/C FIELD <br />SCALE: N.T.S. S4 ❑ ❑ <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER 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" DOOR JAMB 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 />ROOF TRUSS <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />WIN <br />BEAM W/ (1) #5 CONT. IN OPENINGS <br />PLAN) <br />OPENING <br />_ <br />. • • •- • <br />ro <br />II:I <br />-1 <br />I <br />I <br />EM1111LINTEL <br />IIINo <br />I <br />MOUIII <br />-III <br />IIII <br />ARE <br />IIII <br />■III <br />MEMilli <br />IIILA <br />�IIII <br />IIII� <br />NOTES: <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 />0 <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) <br />\L—ROOF <br />PROPERLY. <br />TRUSS <br />O3 <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />® <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 />SCALE: N.T.S. <br />o L—SEE PLAN FOR FOOTING <br />DIMENSIONS <br />N <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />N SCALE: N.T.S. <br />SCALE: N.T.S. S4 <br />S4 <br />SCALE: N.T.S. S4, <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED W/ GROUT <br />(SEE SCHEDULE) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />VERTICAL JAM <br />ALT. KNEEWALL ABOVE MASONRY <br />WALL DETAIL <br />KEN� <br />5/8"DIA. x 8" J-BOLTS AT 6-3J4", 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 />SCALE: N.T.S. <br />S4 <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />USS BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />EB'LOCKINGW/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />EACH END <br />° <br />WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />° <br />° <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />d <br />DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />° U <br />z a <br />a ° a <br />MOLDING <br />TOP " <br />2 ROWS 10d @ 3 O.C. (14 <br />° e ° <br />• <br />HTT4 w/ (18)10d NAILS (3610# SPF) <br />2x TOP PLATE <br />— a• <br />T �' <br />GARAGE <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />• <br />HTT5 w/ (26)10d NAILS (4670# SPF) <br />4 , SPLICE STAGGERED <br />8 <br />• <br />DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />M� <br />N. <br />° o ° <br />° <br />• <br />HDU2-SDS2.5 wl (6)114" x 21/2"SDS (2215# SPF) <br />EQUAL TO TRUSS BOTTOM <br />° <br />• <br />HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />CHORD OR BLOCKING <br />2 x 6 P.T. <br />% <br />NJ <br />• <br />HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />8" <br />2x STUD @ 24" <br />10d @ 8" O/C <br />p ' <br />SST .'. <br />• <br />HDU11-SDS2.5 w/ (30)1/4x 21//2SSDS ( 86 SPF) <br />O.C. MAX. <br />�Nc <br />PROVIDE P.A.F. NAILS ORE7�t <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />FSTAGGERED <br />A <br />EMBEDMENT w/ WASHER & NUT <br />FROM BOT. <br />ATTACH ALL <br />0 <br />• FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />DOOR TRACK <br />EXTERIOR STUDS <br />W/ 4 16d TOENAILS <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />REINF. INFO. <br />W/MOUNTING ANGLE <br />TO P PLATE <br />NUT <br />° <br />NOTE: <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />a <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />BOTTOM <br />SPTIC <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE <br />OVER STUD <br />a <br />• FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />TYPICAL INTERIOR NON - <br />AT LEAST 4'-0" LONG. TYPICAL <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />BEARING WOOD FRAME WALL ,1 <br />TYPICAL GARAGE DOOR BUCK K <br />TOP PLATE SPLICE DETAIL M <br />HTT / HDU <br />TENSION TIE rN <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. S4 <br />SCALE: N.T.S. r`+A <br />�7"t <br />SCALE: NTS S4 <br />F= 2240 LBS <br />SIMPSON SIMPSON <br />SIMPSON (—C <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 />1 (3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' <br />1 (3) <br />1 (4) <br />(2) <br />(4) <br />(2) LSTA30 <br />SP4 SP2 SIMPSON SP4 3P2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X TOP PLATE <br />2X STUDS @ 24" O.C. <br />OVERLAPPING 2X BLOCKING <br />NAILED <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. INTO <br />10d NAILS @ 6" (2) 16d TOE NAILS <br />MIN. (2) PER TRANSOM <br />BOTTOM PLATE TRANSOM FRAMING FRAMING <br />EA. BLOCKING <br />STAGGERED <br />WIDTH OF OPENING VARIES 4" FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION P.T. SEE SECTION AA/S1 <br />FORM CONCRETE INSET TO PLATE AND BB/S1 FOR Zo 2X8 WALL ABOVE <br />1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR OVER TOP PLATE'* HOLD DOWN CONNECTIONS ADDITIONAL DETAILS SIMPSON ENTRY <br />BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED <br />SCRAP MATERIAL— <br />ATERIAL WITHOUT UPLIFT SP1 • <br />K.O. BLOCK W/(1) <br />10 SEE FLOOR PLAN NOTES FOR SIMPSON SP4 SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & <br />r T REQUIRED CONNECTION RECESS SP4 SP4 MAX FILLED <br />p S+F A/iy�w LINTEL 5/8"X10" J-BOLTS <br />�N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. <br />FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR a MASONRY WALL <br />2x4 3-ROWS 12d NAILS STAGGERED <br />FOR WATER SHED. (NO RECEIVE GARAGE DOOR AND TO ALLOW ° <br />@ 12" 0/C FOR 2"x10" OR ^ 2X8 P.T. BOTTOM P TE <br />2x CRIPPLES @ GREATER HEADER „ <br />KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2)12d B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. �+ <br />SIMPSON SP4 w/ (6) SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C <br />(2) 2x HEADER SEE PLAN SIMPSON <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 1/2" AT EA 1 SP4 SP2 SP4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END STUD (USE SP6 FOR • INTERIOR HEADER: <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) 10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />IN POSITION BASE SHOWN ) 12d TOENAILS <br />FOR 2x8 WALL STAGGERED A STAGGERED <br />GARAGE ENTRY FORM DETAIL BOX HEADER • EXTERIOR HEADERS: <br />10d NAILS @ 8" ONLY TRANSOM FRAMING <br />2x6 MOUNTING BASE SCALE: N.T.S. O/C TYP. (1) 2x SILL PLATE W/ (2) o N N o BEYOND. <br />12d TOENAILS NAILED INTO �' <br />GARAGE DOOR TRACK MOUNTING BRACKET D BLE 2 • OPENING LARGER THAN 4 FT: TRANSOM PLYWOOD FASTENED TO TRUSSES <br />8x8x16 C.M.U. OU x <br />CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH TRANSOM FRAMING O/C BOUNDARIES 6" 0/C EDGES o E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK SIDE SEE SECTION AA/S1 AND & 8"O/C FIELD <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR BB/S1 FOR ADDITIONAL <br />Is <br />2x STUDS TYP. DETAILS <br />TRAVEL DIRECTION OF • SIMPSON SP4 w/ (6) 10d x 1 12" <br />GARAGE DOOR SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />O� SIMPSON HTT4 TYP. SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING <br />U.N.O. SEE N/S4 SP4 • SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />MOUNTING BASE DETAIL Nile ** HOLD DOWN RECESS SIMPSON • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOWP4 o 5/8"X10" J-BOLTS @ 24" O.C. <br />- ---- -- - I� CONNECTIONS LINTMAX. (MIN. (2) PER BOTTOM <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 />NOT REQUIRED @ <br />PLATE) <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />a <br />°° a <br />° a " ' <br />° 2X8 P.T. BOTTOM <br />PLATE <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />WALL HEADER DETAIL <br />Q <br />FRAMING DETAILS ABOVE ENTRY K`R <br />SCALE: N.T.S. <br />S4 <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />SCALE: N.T.S. <br />S4 <br />0 <br />0 <br />_zo <br />z� <br />z <br />J <br />d <br />I� Z <br />N U <br />Cl <br />f _j LU <br />•U <br />ry <br />0 c <br />U <br />W ® <br />_ <br />m N <br />•p,, �, C fh <br />C�7 <br />0 N <br />¢ <br />p <br />N �O <br />N <br />� •fin N <br />Z Wiz FLU z <br />oc a co w <br />LU a <br />Lu a <br />Q�' <br />10zOLIL <br />Zy M E6; N <br />• <br />C J <br />.- U tip° •�� Q '� � <br />-7 <br />�N <br />• <br />P � <br />,,��RO E s sX <br />"xNN�� <br />�/0I111ttt4tlt`�\\� <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 />Residentlal 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />L <br />z <br />Z <br />i <br />�z o <br />g O�U <br />gz� <br />t�7 `�` w <br />j -. 6. <br />8�LL� <br />z <br />IY <br />OU <br />hu <br />= <br />J <br />U) <br />o Z <br />o <br />Ln <br />Q <br />HS <br />N <br />�.n <br />0 <br />U191 <br />LU <br />QLL <br />Z <br />J <br />ri <br />W <br />z <br />Q <br />z <br />$ g <br />N <br />*k <br />� <br />Z <br />z <br />Im00 <br />1­1O <br />,-i <br />a <br />_ <br />cn <br />Uj <br />o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: ]MUROSKI <br />VERSION NO. 5ml <br />SHEET NO. <br />S4 <br />