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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 />STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER <br />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 />MIN. EXTENSION FROM <br />DOUBLE 2x TOP <br />TONEAILS SPACED <br />EXTERIOR FACE OF BLOCK <br />EVENLY <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 <br />INTERIOR <br />EXTENSION FROM EXTERIOR <br />HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 2 1/4" WALL <br />'v <br />NF� M �� E <br />L <br />'LCEN <br />E OF BLOCK WALL I <br />BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />7-1 Z� TO BLOCKING <br />OF/2x <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 <br />SCALE: N.T.S. � �4 <br />12 <br />SEE TYPICAL WALL SECTION <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 W1 <br />STUDS @ 16- O.C. W/ <br />SIMPSON SP2 W/ (12) 10d <br />(3) 1 Od TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />__�2x BLOCKING @ MID <br />POINT EVERY OTHER <br />+ <br />+ STUD W/ (3) 1 Od NAI S'. <br />I, <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 />§D_ 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 />2x P.T. PLATE <br />r- 5/8" x 10" "J" BOLT @ 24" O/C MAX <br />LO W/ 8" EMBEDMENT <br />r1_j <br />�2 8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />LO <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90' HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />BLOCKING (TYP.) <br />\--ROOF TRUSS <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />CD <br />K) <br />00 <br />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />E <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />co <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALINOTES <br />SLOPE FORWARD---- <br />Ev <br />FOR DRAINAGE <br />DIMENSIONS <br />SEE PLAN FOR FOOTING <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />Cn <br />CL_ <br />TO DRAIN <br />EXTERIO <br />WALL <br />rA R <br />WALL CLEAN -OUT <br />SCALE: N.T.S. <br />1 ST 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 />COARSEBELOW. EVERY THIRD (31RD) COARSE THE 11" DOORJAMB WALLIS TO BE <br />SHEETS FOR INSTALLATION INFORMATION BY <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT rD <br />SCALE: N. <br />T.S. <br />7 5/8" 8" 7 5181, 8" 7 5/8" 8" <br />KNOCK -OUT_ NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 \ <br />FOR CONCRETE PLACEMENT <br />8" STD. WHOOK 8` <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 />I= <br />NOTES: <br />(DFILL 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 6-101" 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 112" PLYWOOD <br />BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2X6 MOUNTING BASE <br />< <br />M <br />\OMMEMEM I <br />10MMIN, > <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 />GARAGE ENTRY FORM DETAIL <br />GARAGE DOOR-----. <br />8x8x16 C.M.U. <br />GARAGE DOOR ROLLER <br />'11� <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />7, <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />4 <br />'BOTTOM OF <br />POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED <br />MOUNTING B <br />BLOCK WALL. RECESSED SPACE G <br />ARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />410V <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 />2XIS 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 />SOLID AREAS ARE <br />STEELAND 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 />-W-1 M-0- U, j, Nii, A IN G L E <br />FOP <br />ARAGE <br />0OR <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER] <br />UCK <br />TYPICAL GARAGE DOOR B <br />SCALE: N.T.S. <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 />1f - 41 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'- 9f <br />(2) <br />I (3) <br />(2) <br />(1) LSTA30 <br />91-16 <br />(3) <br />(4) <br />(2) <br />(4) <br />- <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />jREOVER 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 />VIER <br />NOT R <br />WITH, <br />SEE F1 <br />QUI <br />@ 12" O/C EACH FACE OR <br />@ 12" O/C FOR 2"xl 0" OR <br />3-ROWS 12d NAILS STAGGERED <br />GREATER HEADER <br />(2) 2x HEADER SEE PLAN <br />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) 1 Od x 11/2" EACH <br />SIDE <br />'-'--2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />P.T. BOT. PLATE <br />WALL HEADER DETAIL <br />SCALE: N.T.S. <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" 0 <br />C. <br />A <br />12 <br />(TYP.) <br />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 718" OVER METAL <br />LATH. FIRST 2 LAYERS 3/8" THICK <br />EACH. 3RD LAYER 1/8" THICK. <br />CRICKET AS REQUI <br />RED <br />SI%S'ON <br />SP2 w/ (12) 10d <br />NAIL <br />AT EACH STUD <br />RUSS BOTTOM CHORD OR 2x4 <br />FBLOCKING 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 />—7 <br />BOUNDARIES 6" O/C EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2x TOP PLAT <br />V2-16d <br />2X4 PT STUDS @ 16" 0. C. <br />NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP <br />EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS <br />CHORD OR BLOCKING <br />SIMPSON HETA20 W/ (8) 1 0dx1 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />2x STUD @ 24" <br />(24" O.C. MAX) W/ MIN. 4" EMBEDMENT <br />O.C. MAX. <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 />ROOFTRUSS <br />I <br />SEE A/83 FOR <br />STAGGERED FROM BOT. <br />UPLIFT CONNECTOR <br />REINF. INFO. <br />PLATE TO CONCRETE <br />8"X8"XI 6" K. 0. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL--` <br />W1 STD. 90' HOOK IN K.O. BLOCK <br />tt_ <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />vvZ/8"AO" "J" BOLT <br />@ 2 4'� M A X. <br />20. PC� <br />MIN <br />BOTTOM PLATE <br />S /-Z <br />ECTION <br />P <br />:-�r <br />\--simps6N SP4 <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />SCALE: N.T.S. <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE wl MORE <br />PSPN516Z w/ (12) 16d NAILS <br />O.C. (14 <br />TOP 2 ROWS 10d@3' <br />SPLICE NAILS TOTAL) EA. SIDE OF <br />4,9,, SPLICE STAGGERED <br />Z 'I vvo <br />�ICE. NAIUL To- <br />S <br />SPLICE S7 <br />Ik/ <br />(1� �v <br />_10d @ 8" O/C <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WALL/"'j <br />SCALE: N.T.S. <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />HTT4 wl (18) 10d NAILS (3610# SPF) <br />HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />DTT2Z wl (8) 1/4" x 11/2" SDS (1835# SPF) <br />HDU2-SDS2.5 w/ (6) 114" x 2 1/2" SDS (2215# SPF) <br />HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS (3285# SPF) <br />F <br />HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />===J <br />a HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SDS (5665# SPF) <br />HDU1 1-SDS2.5 wl (30) 1/4" x 2 1/2" SDS (6865# SPF) <br />* 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT W/ WASHER & NUT <br />ATTACH ALL * FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />EXTERIOR STUDS A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />W/ (4) 16d TOENAILS NUT <br />TO YbP PLATE <br />* FOR HDU8 USE 718" DIA. x 12" EPDXIED A.T.R. <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC) MIN. 8" EMBEDMENT W/ WASHER & NUT <br />OVER STUD * FOR HDU1 1 USE 1" DIA, x 12" EPDXIEDA.T.R. <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT W/ WASHER & NUT <br />TOP PLATE SPLICE DETAIL HTT HDU TENSION TIE <br />SCALE: N.T.S. � �S4 SCALE: NTS ���4 <br />F= 2240 LBS <br />SIMPSON <br />'P.T. <br />, <br />ATE <br />SIMPSON SP4 <br />SP2 <br />SIMPSON S <br />k-1 <br />SIMPSON <br />Spi <br />SIMPSON- <br />SP4 <br />__ <br />1 0( <br />ST <br />J-1 <br />M. <br />TRANSOM FRAMING <br />SEE SECTION AA/Sl <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />4 P.T. BOTTOM TTE <br />' <br />SIMPSON SIMPSON <br />SP4 SP2 <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON - <br />Spi <br />SIMPSON <br />RECESS SIMPSON� SP4 <br />LINTEL SP4 <br />P4 <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />3OLTS @ 24" O.C. <br />�x <br />2X P.T. PLATE <br />B <br />�5�/xl 0-J- AX. <br />BOLT @ 24" O.C. M <br />C (MIN. (2) PER BOTTOM P1 ATE) <br />SIMPSON <br />SP4 <br />" <br />— <br />C <br />ROOF TRUSS ABOVE <br />F 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 />@ Z-O" O.C. <br />-MASONRY WALL <br />10d NAILS@ 4 <br />A --- 1 Od NAILS @ 6" O.C. <br />----- <br />STAGGERED STAGGERED <br />0 0 TRANSOM FRAMING <br />BEYOND. <br />-PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD <br />SHEATHING <br />O/C BOUNDARIES 6" OIC EDGES <br />10 <br />& 8" O/C FIELD <br />I <br />- <br />e SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2X6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X1 0" J-BOLTS @ 24" O.C. <br />SIMPSON SP1 W/ (10) 10d NAILS WALL BELOW 0- <br />MAX. (MIN. (2) PER BOTTOM <br />4 4 1 F_ <br />2X8 P.T. BOTTOM <br />PLATE <br />I <br />I <br />5/8"A 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />A ERNATE: <br />5/8" DIA. ATIR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />SCALE: N.T.S. <br />v <br />C) <br />;z <br />Cz <br />(D <br />C/:0 <br />Uj <br />Z <br />0 LU <br />V) <br />E <br />0 <br />in <br />LU <br />E <br />as <br />(D M" <br />C" co <br />r (am <br />ou -0 M <br />a) <br />- U_ 00 <br />t5 - 00 <br />0 ca <br />Ae <br />0 <br />0) <br />Ae fz, <br />W CL c:, <br />Lo <br />M< cil <br />QL <br />I D. <br />a D. <br />N, 1, 1,D, I <br />to U) BE; q C� <br />In <br />U) Z co <br />1% <br />LU <br />15 -E <br />OL <br />1101z <br />0 Cf-U <br />th I s <br />U) M <br />LU <br />[3 El <br />v <br />IN S ._..j?01 <br />4 <br />E S S I <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 seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N fMAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />Lu <br />z< <br />C� <br />x <br />U480 <br />E 0 <br />0 0� x <br />z 'U:� < <br />D z I- <br />z <br />pw <br />_j <br />Lu N <br />M!j Q <br />elo� <br />01- <br />L_ <br />< <br />z <br />> <br />zz <br />z <br />43: <br />Z) <br />C: <br />z <br />2: <br />2: <br />0 <br />U <br />U) <br />_j <br />W. <br />1� R OZ <br />Ln <br />< <br />r he r- <br /><85 <br />I.— <br />Uj <br />Rge <br />- <br />Ln <br />M <br />or- - <br />< oz;� <br />Lu�2<� <br />- <br />ce- <br />< <br />gLu <br />2: <br />� 9 <br />:7 <br />z <br />T_q <br />ow <br />S 2: <br />V, C,2 <br />Lij <br />L�j <br />j5 :c <br />00 <br />2: <br />< <br />< <br />z <br />�'o <br />Wz <br />-I <br />z <br />t <br />< <br />C), z <br />M <br />0 <br />L? <br />00 <br />z <br />Uj <br />V) <br />_j <br />�z <br />< Lu <br />2: <br />r-) <br />T--i <br />(n <br />SCALE AS NOTED <br />DATE 3/29/2018 <br />TECH: MIAMES <br />VERSION IN <br />0' 5ol <br />SHEET NO. <br />S4 <br />