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(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION <br />TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD <br />PLAN 12 TRUSSES @ 24" O/C <br />TYPICAL C.M.U. WALL (Np) SEE ELEV. UPLIFT CONNECTOR (SEE <br />1/2" MINIMUM CEMENT FINISH ... SCHEDULE) <br />(2) 2x HEADER TO SIT DOUBLE 2"x4" S.P.F. TOP PLATE <br />3/4" FURRING STRIPS <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 518" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. <br />926 APPLY 3 LAYERS W/ TOTAL <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />FOR CLEAN -OUT 8" O.C. OR 4d THICKNESS 7/8" OVER METAL <br />- <br />2x DEAD WOOD @ MID @ ❑ LATH. FIRST 2 LAYERS 3/8 THICK <br />POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE EACH. 3RD LAYER 1/8" THICK. <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT <br />DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ CRICKET AS REQUIRED <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAIAIL SON SP2 w/ (12)10d <br />FACE OF BLOCK WALL IS 2 1/4" NAT EACH STUD TRUSS BOTTOM CHORD OR 2x4 <br />CL4DOOR OPENING DOOR OPENING DOOR OPENING —Ct 1/2" EXTERIOR GRADE SHEATHING @OCKING EACH END/ 2-16d TOE NAILS <br />� TO DRAIN FASTENED TO TRUSSES WITH 8d <br />2x BLOCKING @ EACH END W/ 10d @ 5J_ ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C <br />4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v <br />TO BLOCKING WALL O/C FIELD ? a <br />(2) 2x HEADER WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE <br />� (n <br />PER PLAN SCALE: N.T.S. CJ'4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. <br />V <br />(2) 2X4 PT STUDS UNDER HIP 2-16d NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />2x BOTTOM PLATE W/ (1) 10d @ 8" 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS __ _ CHORD OR BLOCKING <br />VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" <br />SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR <br />2 X 6 (MIN.) FRAME MANUFACTURER. IN KO BLOCK AT EA. STUD <br />MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. <br />WALL HEADER DETAILMASONRY LAYOUT rD ROOF TRUSS STAGGERED FROM BOT. <br />1 TYPICAL SECTION THRU WINDOWKB MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR PLATE TO CONCRETE <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) REINF. INFO. <br />SCALE: N.T.S. S4 S4 SCALE: N.T.S. S4 ° <br />AND FILLED W/ GROUT a ° <br />12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONIC. FILLED CELL <br />(Typ) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK TYPICAL INTERIOR NON — <br />TRUSSES @ 24" O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j <br />UPLIFT CONNECTOR " ABOVE GARAGE <br />KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4', 41-3/4 , 71 ,AND 96-3/8 <br />(SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. SCALE: N.T.S. <br />DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 S4 <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 <br />4 <br />a <br />° <br />d <br />d d C a <br />8 STD. 90°HOOK g <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 />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" <br />NOT TRANSFER LOAD. <br />_ <br />° WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />a a a <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° a DOOR STOP <br />PSPN516Z w/ (12)16d NAILS <br />71" <br />a ° a MOLDING <br />TOP 2 ROWS 10d @ 3 O.C. (14 <br />° o ° HTT4 w/ (18)10d NAILS (3610# SPF) <br />— <br />58" <br />2 x 6 P.T. GARAGE <br />• SPLICE NAILS TOTAL) EA. SIDE OF <br />° o • HTT5 w/ (26)10d NAILS (4670#SPF) <br />o ° o DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) <br />—x <br />DOOR <br />SPLICE STAGGERED <br />• 2j� <br />• N, <br />° 00 • HDU2-SDS2.5 w/ (6)1/4" x 21/2"SDS (2215#SPF) <br />° ° <br />• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) <br />J-BOLT <br />7 <br />_ . HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) <br />41 <br />TRACK <br />J <br />• HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) <br />34" <br />BRACKET <br />G O 10d @ 8" O/C <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) <br />`�NcF <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />yp <br />EMBEDMENT w/ WASHER & NUT <br />ATTACH ALL <br />9 . FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />10" <br />DOOR TRACK <br />EXTERIOR STUDS <br />W/ 4)16d TOENAILS <br />A.T.R. MIN. 8" EMBEDMENT w/ WASHER & <br />— <br />— <br />6 3/4" <br />W/MOUNTING ANGLE <br />TO OP PLATE <br />NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />3 1/2" <br />— <br />NOTES: NOTE: <br />1/2" EXTERIOR GRADE SHEATHING NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT <br />3 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />FASTENED TO TRUSSES WITH 8d COMMON O AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT w/ WASHER & NUT <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />EDGES & 8" O/C FIELD = _ = PORT <br />iF a 4 = @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM HTT / HDU TENSION TIE N <br />00 iF SIMPSON SP1 w/ (10) 10d <br />0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 CD <br />�7 <br />NAILS AT EACH STUD BLOCKING (TYP.) PROPERLY. <br />N 2x P.T. PLATE ROOF TRUSS F= 2240 LBS <br />r` ❑3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT SIMPSON SIMPSON _ __ _ __ SIMPSON C <br />r1) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. <br />MOISTURE BARRIER <br />00 <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG <br />STD. 90A HOOK IN K.O. BLOCK �� SCALE: N.T.S. �+�I <br />KNEE WALL ABOVE MASONRY WALL DETAIL / �- \ J'-F <br />SCALE: N.T.S. �4 <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 />1 (2) <br />(1) LSTA30 <br />9' -16' <br />(3) <br />1 (4) <br />(2) <br />1 (4) <br />(2) LSTA30 <br />ITSP4 SP2 <br />2X STUDS @ 24" O.C. <br />/8"x10' 'J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2I PER <br />BOTTOM PLATE <br />2XPT <br />= <br />0o <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />PLATE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />o <br />112"X91/2" PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />MATERIAL <br />WITHOUT UPLIFT <br />r"iSCRAP <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />a <br />r <br />REQUIRED CONNECTION <br />r o <br />ST�Z <br />N <br />FFA�O� <br />2-ROWS 12d NAILS STAGGERED <br />N <br />@ 12" O/C EACH FACE OR <br />FORM CREATES CONCRETE RECESS TO <br />3-ROWS 12d NAILS STAGGERED <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />@ 12" 0/C FOR 2"x10" OR <br />FOR WATER SHED. <br />2x CRIPPLES @ GREATER HEADER <br />a <br />16" 0 C W/ 2 11,11 <br />anvlravty are <br />gP2 <br />�livlrwry <br />SIMPSON <br />SP1 <br />SIMPSON- <br />SP4 <br />10 <br />ST <br />so <br />M <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/S1 FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />° a ° <br />2X8 P.T. BOTTOM P ATE <br />Jt'4 <br />ROOF TRUSS <br />ABOVE <br />2X TOP PLATE <br />2X BLOCKING <br />OVERLAPPING <br />(2) 16d TOE NAILS <br />d NAILS @ 6" <br />EA. BLOCKING <br />AGGERED <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W/(1) <br />BOLTS @ 24" O.C. <br />#5 CONT. & <br />AX <br />FILLED <br />5/8"X10" J-BOLTS <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />C <br />MASONRY WALL <br />3 <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />• • ( ) <br />TOENAILS T/B <br />"J" <br />B <br />v <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />5/8"x10" BOLT @ 24" O.C. MAX. <br />< <br />SIMPSON SP4 w/ (6) <br />SIMPSON SIMPSON C <br />(MIN. (2) PER BOTTOM PLATE) <br />C <br />o <br />�, <br />( THIS IS A RECOMENDATION FOR CONSTRUCTION of THIS FORM. ANY <br />10d x 1 1/2 AT EA <br />(2) 2x HEADER SEE PLAN <br />SP4 SP2 <br />SIMPSON <br />a <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />SP4 <br />E <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />�+ <br />S4 <br />(1) 2x SILL PLATE W/ (2) <br />10d NAILS @ 4" <br />2 <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />10d NAILS @ 6" O.C. <br />STAGGERED <br />E <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER <br />• EXTERIOR HEADERS: <br />= <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />10d NAILS 8" <br />@ <br />O/C TYP. <br />ONLY <br />(1) 2x SILL PLATE W/ (2) <br />o <br />0 <br />TRANSOM FRAMING <br />BEYOND. <br />IN PLACE CONCRETE <br />12d TOENAILS <br />NAILED INTO <br />y <br />GARAGE FLOOR SLAB <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TROWEL FINISH SEE <br />f <br />CRIPPLE STUD <br />FRAMING <br />LT_LS30 <br />E2 <br />GENERAL NOTES <br />TYPICAL (U.N.O.) <br />w/ (6) 10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />SLOPE FORWARD <br />GARAGE DOOR ROLLER <br />GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />& 8" O/C FIELD <br />S4 <br />o <br />FOR DRAINAGE <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />B <br />.•,. GARAGE FLOOR <br />2x STUDS TYP. <br />DETAILS <br />TRAVEL DIRECTION OF <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />i <br />N <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />O <br />O <br />OR <br />; <br />SIMPSON HTT4 TYP. <br />SP1 <br />SIMPSON <br />SP8 FOR 2x8 WALL ) <br />SHEATHING <br />Op�c <br />N�NG <br />U.N.O. SEE N/S4 <br />RECESS <br />SIMPSON <br />SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />- <br />** HOLD DOWN <br />SIMPSON SP1 w/ (10) 10d NAILS <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />CONNECTIONS <br />LINTEL <br />SP4 <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />a <br />a <br />NOT REQUIRED @ <br />PLATE) <br />N <br />SEE PLAN FOR FOOTING <br />e d d <br />P.T. BOT. PLATE <br />BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />°° a <br />° a <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />POURED CONCRETE BASE FOR <br />BOTTOM OF MOUNTING BASE <br />�t <br />DIMENSIONS <br />TO BE 2" ABOVE FINISHED <br />2X8 P.T. BOTTOM <br />MIN 6" INTO BOND BEAM <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. PLATE <br />GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER @ 24 O.C. <br />P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ FRAMING DETAILS ABOVE ENTRY R <br />SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION 5/8"x10" "J" BOLTS 24" O.C. MAX. <br />S4 <br />W SCALE: N.T.S. @ SCALE: N.T.S. <br />SCALE: N.T.S. <br />(MIN. (2) PER BOTTOM PLATE) S4 <br />r: <br />M <br />_ O <br />43 <br />= <br />w <br />C6 ,� <br />.0 <br />w <br />r— <br />o <br />2 Cl) <br />C)o <br />0 <br />m <br />w <br />'= S <br />m m <br />Lu-0co <br />S a�? <br />�j <br />O N <br />O <br />LL 00 <br />I C)L <br />o <br />00 <br />i) a. <br />Qm <br />o <br />M Q o <br />B D. <br />vc <br />N �O <br />N <br />O CC3 O ./�1 N <br />Z C, coz <br />. <br />ii r j �i o _ uj u" <br />LU Q g- a <br />_ <br />rnLL ' a <br />W V >. �I <br />�& <br />Z 0 Q a O <br />V� d <br />Z k'�L' <br />W�yNI'.FD a NG:CbAQ T� <br />T d r <br />��P �v <br />a\• <br />F E Sti0 <br />rf �I/'/ElIEEt�t�l <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 />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 ( Tampa, FL 33607 <br />www.LennarTampaxom <br />Z <br />¢iY� <br />W <br />�Eoo <br />�0Wz <br />a � <br />L <br />N <br />^ <br />t�i <br />z0 <br />ru <br />a <br />J W <br />U <br />O� <br />Cn <br />0, O <br />a <br />0, <br />Q <br />cU <br />ax <br />W <br />U0� <br />N <br />0 <br />z¢za <br />Z <br />d- <br />aqL-L, <br />oR <br />O g 2 <br />Z <br />W <br />r..I <br />LP) <br />LLJ <br />�� <br />¢ <br />ULJ <br />8, <br />Q <br />Z <br />WWz <br />Z <br />Z <br />W <br />ap0 <br />CIO <br />CO <br />W <br />2 <br />J z <br />W <br />r <br />ri <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO' 4n0 <br />SHEET NO. <br />S4 <br />I <br />� - -r, ,--�- �— � i � ;i � ,, r .� ��w. ��.��d i�,� ,a � ��,� �,a �l•���, r,:, u. ,l hf I i � I I <br />