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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 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 />MIN. EXTENSION FROM <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" <br />SOLID AREAS ARE ❑ <br />7 5/8" 8" <br />DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ <br />PLATE EVENLY WALL IS 1 1/2" MAXIMUM <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ <br />FACE OF BLOCK WALL IS 2 1/4" <br />TO DRAIN DOOR OPENING DOOR OPENING <br />_j I I <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />BLOCKING <br />(2) 2x HEADER <br />WTO <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. S4 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYp) 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)10d <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <br />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 />„ 1/2" EXTERIOR GRADE SHEATHING —� K <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)10d <br />2 NAILS AT EACH STUD <br />0 <br />N 2x P.T. PLATE <br />r` <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />'n W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />0I AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />m STD. 90" HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />MOUNTING BASE NOT SHOWN <br />co <br />FOR CLARITY SEE DETAIL <br />o <br />K/S4 <br />= <br />SEAT FOR BLOCK IS POURED <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />EZ <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />BLOCKING (TYP.) <br />--ROOF TRUSS <br />PLIFT CONNECTOR (SEE SCHEDULE) <br />OISTURE BARRIER <br />SCALE: N.T.S. <br />L-SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />SCALE: N.T.S. <br />EXTERIOR � ❑ <br />WALL CLEAN -OUT rA <br />WALL ❑ ❑ ❑ <br />SCALE: N.T.S. S4 ❑Fol <br />❑ <br />1ST COARSE 2ND COARSE 3RD COARSE <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE <br />MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D <br />S4 SCALE: N.T.S. S4 <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />11 <br />a <br />a <br />a <br />4 <br />a a <br />4 <br />a <br />a <br />8-1 STD. 90°HOOK 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 />Ir <br />NOTES: <br />1❑ 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 />WIDTH OF OPENING VARIES 4 <br />FORM CONCRETE INSET TO <br />1/2"X91/2"PLYWOOD CREATE A SOLID BASE FOR <br />SCRAP MATERIAL—BLOCK WALL ABOVE. <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />J <br />J <br />X <br />w <br />T <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 />�8x8x16 C.M.U. GARAGE DOOR------_ <br />GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />:.;.' GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />\GARAGE DOOR TRACK <br />SCALE: N.T.S. a4 <br />'114 a a �__ a a <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 />2x C <br />16"1 <br />TOE <br />SIM <br />10d <br />STL <br />2x6 <br />FOF <br />10d <br />O/C <br />DOl <br />CRI <br />TYF <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 />2x6P. <br />J-BOLT <br />TRACK <br />BRACKET <br />FOP <br />3 <br />iARAGE <br />IOOR <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 />(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"x10" 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 TYP. <br />00 SIMPSON HTT4 TYP. <br />Op OR U.N.O. SEE N/S4 <br />FN��G ** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. SL� <br />SIMPSON SIMPSON <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />4 <br />dQ d. <br />12 <br />(TYP.) <br />SEE ELEV. <br />SIMFSON SP2 w/ (12)10d v1/ <br />NAIL AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" 0/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 (1 <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />= __ <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />IL <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />ROOF TRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />S <br />SIMPSON SP4 <br />2X TOP PLATE <br />OVERLAPPING <br />TRUSS BOTTOM CHORD OR 2x4 <br />W/ 2-16d TOE NAILS <br />r(BLOCKING <br />EACH END <br />w <br />U <br />�* z a <br />2x TOP PLATE v <br />2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />`' <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 />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 2 ROWS 10d @ 3" O.C. (14 <br />• SPLICE NAILS TOTAL) EA. SIDE OF <br />. ' 4&,,SPLICE STAGGERED <br />10d @ 8" O/C <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ 4)16d TOENAILS <br />TO OP 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. S4 <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />a <br />SIMPSON SIMPSON <br />SP4 SP2 <br />.t <br />-NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Sp1 SIMPSON <br />SIMPSON SP4 <br />SP4 <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />-2X P.T. PLATE <br />E BEARING WOOD FRAME WALL ,J <br />4 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 />° a ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° e • HTT5 wl (26)10d NAILS (4670# SPF) <br />o ° • DTT2Z w/ (8)1/4" x 1 112"SDS (1835# SPF) <br />° o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215# SPF) <br />° ° • HDU4-SDS2,5 wl (10)1/4" x 2112"SDS (3285# SPF) <br />_ • HDU5-SDS2.5 wl (14)1/4 x 21/2 SD5 (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 2112"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 7l8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT wl 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 />ROOF TRUSS ABOVE <br />2X BLOCKING <br />a I I <br />2X8 P.T. BOTTOM P TE C <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) C <br />SIMPSON <br />SP4 <br />a a <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />• 2X8 WALL ABOVE <br />ENTRY <br />`K.O. BLOCK W/(1) <br />FILLED <br />5/8"X10" J-BOLTS <br />@ 2'-0" O.C. <br />MASONRY WALL <br />10d NAILS @ 4 A 10d NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 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 5/8"X10" J-BOLTS @ 24" O.C. <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM <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. <br />i <br />U v <br />z M <br />0 <br />— o <br />zN <br />z� <br />Q <br />J <br />(n z <br />C1 <br />Ln (D <br />(1) cn <br />4--J w <br />Q <br />•O w <br />V <br />tri <br />0 <br />>_ <br />U <br />mN <br />w E <br />�- <br />— 8 <br />aD <n <br />� M <br />c`n <br />_ <br />E2v <br />o 00 <br />U 5� <br />�o <br />co <br />(0Qo <br />atr <br />L,g:s <br />�r <br />B D• <br />N �D <br />m <br />W`—� <br />Z M N m z w z <br />— F- J 2? C <br />U)R <br />t LL o W <br />W a 9' <br />a a��' <br />W V <br />O C)M <br />Z <br />€� <br />`° <br />W Q Name � a <br />O v U O <br />www.�i$f ❑ ❑ <br />% W <br />� . C. <br />>� •w\ J E •• e� <br />_:� <br />f ' F 4. " <br />ft�t`t(tldd3tftili�'� 10 <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. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engine s signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�Z <br />0 <br />U <br />z¢ <br />a� <br />fF <br />zaa <br />W Q O 0 <br />0- <br />oo�'x <br />��oo <br />Zwz <br />O J J <br />oo^ <br />w�o <br />U Co b� @ <br />m <br />�- <br />Z o <br />I..L <br />�Q <br />a <br />�.� <br />.9 <br />U <br />= <br />U) <br />F_ Q <br />r <br />L Ffi yat <br />L <br />.... 3i <br />,uA, <br />I <br />' 1 , <br />iW <br />o <br />d QZQ <br />N <br />�-'-I <br />0 <br />Za <br />W <br />z <br />N <br />¢¢f� <br />8 0=, <br />Z <br />�--I <br />o <br />< a <br />W <br />J <br />LIt7 <br />r-i <br />LU <br />_ <br />a � <br />LJ ! <br />QWo <br />rl <br />00 <br />Q <br />Z <br />W < 0 <br />i <br />�ZJ <br />ZQ <br />yL <br />cgi o , <br />m <br />O <br />00 <br />CO <br />a <br />LV <br />J rn <br />a w <br />^ <br />o <br />SCALE : AS NOTED <br />DATE : 4/12/2018 <br />TECH: MJAMES <br />VERSION NO. 1 <br />0 <br />SHEET NO. <br />S4 <br />I i i a. il.b.':alil . 6IJ J'.Ild i l? 1 .11111 1 <br />