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r— - - - - - - - - - - - - - - - - - - - - - - <br />1 (2) 2X6 OR (2) 2X8 <br />I TOP PLATE SEE <br />To <br />1 PU <br />PLAN <br />1/2" MINIMUM CEMENT FINISH <br />(2) 2x HEADER TO SIT <br />2XI 2XI WALL BEYOND—\ FLUSH TO THE OUTSIDE <br />STANDARD 3"DIA. TEE <br />SEE PLAN FOR HEADER //-SEE 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 />14 <br />MIN. EXTENSION FROM <br />TONEAILS SPACED <br />DOUBLE 2x TOP EVENLY <br />EXTERIOR FACE OF BLOCK <br />I PLATE <br />I <br />WALL IS 11/2" MAXIMUM <br />EXTENSION FR M EXTERIOR <br />LO <br />91 <br />- <br />�0 <br />T3 <br />M <br />CO <br />co <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 />I HEADER FLUSH TO OUTSIDE OPTION WALL <br />I FACE OF BLOCK WALL IS 2 1/4" <br />CL_ <br />I TO DRAIN <br />L- - - - - - - - - - - - - - - - - - - - - - - J I - <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4' <br />4"O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />T <br />WA <br />---(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W/ (1) 1 Od @ 8" <br />I / <br />VARIES O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 1--., �4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYPI <br />SEE ELEV. <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) 1 Od <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />_-�:,�POINT <br />EVERY OTHER <br />+ <br />+ <br />';� <br />I <br />STUD W/ (3) 1 Od NAI S <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2) 16d TO <br />--- <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) 1 Od <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8"x10" "J"BOLT@24"O/CAMAX= <br />W/8"EMBEDMENT <br />r'nkiT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />S 90A <br />TD. HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />41 MOUNTING BASE NOT SHOWN <br />13 FOR CLARITY SEE DETAIL <br />E <br />0 <br />KIS4 <br />SEAT FOR BLOCK IS POURED, <br />a <br />C <br />F3 <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />001 <br />L <br />BLOCKING (TYP.) <br />\----ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />EXTERIOR <br />WALL <br />WALL CLEAN -OUT rA <br />SCALE: N.T.S. �4 <br />1ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY COARSEBELOW. EVERY THIRD (3RD) COARSE THE 1 1"DOOR JAMB WALLIS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW MASONRYLAYOUT <br />SCALE: N.T.S. <br />"4..') 1,,,. �4 <br />7 5/8" 8" 7 5/8" 8" 7 5/8" 8" <br />KNOCK -OUT <br />W/ (1 NOTCH LINTEL WHERE REQUIRED <br />BLOCK FOR CONCRETE PLACEMENT <br />4 <br />4 <br />_8" STD. 91THOOK J <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN V-10"WIDE (U.N.O. ON <br />PLAN) <br />--- <br />OPENING <br />FILLED CELL W1 (1) #5 VERTICAL—,-*" <br />SEE FDN. PLAN FOR LOCATION <br />NOTES: <br />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 />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"X9 1/2" PLYWOOD BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />k <br />I _j <br />LU <br />> <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 />8x8xl6 C.M.U. <br />GARAGE DOOR ... TRACK MOUNTING BRACKET <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />CONNECTION ASSEMBLY <br />GARAGE FLOOR <br />TRAVEL DIRECTION 0 <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />1 <br />POURED CONCRETE BASE FOR 'BOTTOM OF M LIN <br />BLOCK WALL. RECESSED SPACE TO BE 2"ABOVE FINISHED <br />GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />FOR GARAGE DOOR AND WATER <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />96 3/8" <br />8811 <br />71" <br />58" <br />41" <br />34" <br />10" <br />63/4" <br />3 1/2" - <br />)Mt�� �IVO <br />4 <br />2x CRIPPLES @ <br />16' O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />1 Od x 11/2" AT EA <br />STUD (USE SP6 FOR <br />2X6 WALL, USE SP8 <br />FOR 2X8 WALL) <br />1 Od NAILS@ 8" <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 96-3/8" 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 />2 x 6 P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />ARAGE <br />1OOR <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. <br />1\ �4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"WALL <br />2"x6"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'-91 <br />I (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 />-ROWS 12d NAILS STAGGERED <br />2 <br />@ 12' O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2'xl 0' OR <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />�4 <br />\_L(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER <br />a EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />a OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE W/ SIMPSON <br />LS30 w/ (6) 1 Od x 11/2" EACH <br />SIDE <br />�io <br />o" '--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />N T RE UIR D <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />12 <br />(TYP.) <br />SEE ELEV. <br />SINItS )ON 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 C <br />O/C FIELD <br />2X4 PT STUDS @ 16"O.C. <br />rBLOCKING <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 W/ (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24' O.C. MAX) W/ MIN. 4' EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />MOISTURE BARRIER <br />ROOFTRUSS <br />UPLIFT CONNECTOR <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />'0 <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL---"- H I <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ME-2— <br />v__ <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />PIPE OR DUCT W/ PENETRATION THRU TOP PLATE wif MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12) 16d NAILS <br />TOP <br />2 ROWS 1 Od @ 3" O.C. (14 <br />LSPLICE �Ai[S TOTAL) EA. SIDE OF <br />'V CESTAGGERED <br />,9.* <br />SPLI <br />@ 8" O/C <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ Y816d TOENAILS <br />TO P PLATE <br />NOTE: <br />BOTTON I SPLIC <br />PLATE LENGTHS MUST BE <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />v <br />TOP PLATE SPLICE DETAIL <br />SCALE: N.T.S. <br />� �4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON <br />SP4 SP2 SIMPSON SP4 SP2 <br />P <br />2X STUDS @ 24" O.C. <br />-5/8"XIO""J" BOLT <br />@ 24' O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE 2X P T <br />SECTION <br />PLATE <br />SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />4< <br />4 <br />LINTEL <br />INTO <br />TRANSOM <br />TRANSOM FRAMING <br />FRAMING <br />SEE SECTION AA/S1 <br />1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />LS <br />SIMPSON <br />Spi <br />SIMPSON <br />SIMPSON <br />SP4 <br />SP4 <br />//7INREICESS <br />TEL <br />4T <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />SIMPSON SP4 <br />SP4 <br />�FTRUSS BOTTOM CHORD OR 2X4 <br />BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />iu <br />0- <br />2x TOP PLATEJ ;2� <br />V2-16d NAILS @ 24' O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @124" <br />v <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />T ___� <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. <br />� �4 <br />2'x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />a:. a HTT4 w/ (18) 10d NAILS (3610# SPF) <br />a HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />a 0 a DTT2Z w/ (8) 1/4"x 11/2" SDS (1835# SPF) <br />a HDU2-SDS2.5 w/ (6) 1/4"x 2 1/2"SDS (2215# SPF) <br />a <br />a HDU4-SDS2,5 w/ (10) 1/4" x 2 1/2"SDS (3285# SPF) <br />a HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (4065# SPF) <br />a HDU8-SDS2.5 w/ (20) 1/4"x 2 1/2" SDS (5665# SPF) <br />9 HDU1 1-SDS2.5 w/ (30) 1/4"x 2 1/2" SDS (6865# SPF) <br />9 5/8" DIA. x 12"EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT W/ WASHER & NUT <br />0 a FOR DTT2Z USE 1/2"DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT W/ WASHER& <br />NUT <br />a FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT W/ WASHER & NUT <br />9 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 <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 />2X8 P.T. BOTTOM PrTE <br />T_ <br />\-5/8"x10""J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON C <br />SP4 <br />" <br />ROOFTRUSSABOVE <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"XIO"J-BOLTS <br />'-0' O.C. <br />@2 <br />-MASONRY WALL <br />10d NAILS@ 4 <br />10d NAILS @ 6" O.C. <br />STAGGERED rA R <br />TRANSOM FRAMING <br />BEYOND. <br />- - - - - - - - - - - - - <br />-PLYWOOD FASTENED TO TRUSSES L <br />r <br />WITH 8d COMMON WIRE NAILS @ 4 PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES .0 SHEATHING <br />& 8" O/C FIELD <br />L o <br />a SIMPSON SP4 w/ (6) 10d x 1 12" �zo <br />o <br />(USE SP6 FOR 2X6 WALL, USE - —PLYWOOD <br />SP8 FOR 2X8 WALL) SHEATHING <br />SIMPSON SP2 w/ (12) 1 Od NAILS MASCNRY­- o <br />a SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW o-: 5/8"X1 0" J-BOLTS @ 24" O.C. <br />o MAX. (MIN. (2) PER BOTTOM <br />4 1 ft— I <br />2X8 P.T. BOTTOM <br />PLATE <br />5/8"X10' 'J' BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />ALTE NATE' <br />5/8"DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24' O.C. <br />FRAMING DETAILS ABOVE ENTRY rR ")I <br />SCALE: N.T.S. <br />0 V <br />z: <br />10 <br />< <br />__j <br />U) <br />V) 0 <br />C_/1 <br />LU <br />U <br />LU <br />0 <br />k'n <br />.0 <br />LU <br />C12 <br />0 CCN, <br />:� <br />. <br />L. <br />a;< Ci <br />Al I <br />WID-1 <br />N-C-B-D- <br />,,=,-7,,c I <br />IF <br />��*l <br />lr� <br />/I <br />I-LMS11111 <br />a; <br />UH <br />z z <br />U-_ I,, <br />4 a -W. <br />IN i <br />0 0 <br />U) % <br />Z <br />U. u):; r= <br />In ak'alaw <br />,W�IWXDMI�Q 0 <br />y S E <br />z: <br />< 0 <br />Rz <br />0 f4 <br />SSJO� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained wMin 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 />Engineeessignature and seal* <br />L E N NAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />uj <br />z <br />1i <br />fw- <br />C� <br />b z s <br />wz <br />1j <br />12ff <br />z <br />z <br />:D <br />'a <br />N%..00 <br />Lq <br />0 <br />1�0 <br />";r <br />U <br />rn <br />u) <br />_j <br />.120 <br />IE r- <br />-01. <br />186 <br />58 0 <br />LLJ <br />0 <br />Z9 <br />L a�j <br />z <br />C"4 <br />z <br />UJI <br />_j <br />C'4 <br />In <br />I T-4 <br />ILU <br />2: <br />< <br />< <br />z <br />0- ti <br />rn <br />ON <br />co <br />00 <br />z <br />z <br />LU <br />Uj <br />0 <br />r_1 <br />SCALE AS NOTED <br />DATE 4/13/2018 <br />TECH: JIVILIROSKI <br />SHEET NO. <br />S4 <br />z: <br />= <br />