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W <br />0 <br />i <br />zt <br />N <br />r� <br />9 <br />0 <br />3 <br />Q <br />N <br />E <br />0 <br />A <br />0 <br />N <br />LO <br />a <br />N <br />SEE TYPICAL WALL SECTION <br />(2) 2x6 OR (2) 2x8 <br />PRE-ENGINEERED WOOD <br />TOP PLATE SEE VENT OR 2ND FLOOR 12 TRUSSES @ 24" O/C <br />PLAN <br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP-) SEE ELEV. SCH DU E)NECTOR (SEE <br />(2) 2x HEADER TO SIT 3/4" FURRING STRIPS <br />DOUBLE 2"x4" S.P.F. TOP PLAT <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />ASTM <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION „ 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" C. 9 STUCCO FINISH PER / <br />1/2 GYPSUM BOARD C. 926 APPLY 3 LAYERS W/ <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS TOTAL THICKNESS 7/8" OVER <br />2x DEAD WOOD @MID FOR CLEAN -OUT @ 8" O.C. OR 4d ❑ METAL LATH. FIRST 2 LAYERS <br />POINT w/ (3) 12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER <br />TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER <br />DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK ❑ ❑ RESISTIVE BARRIE <br />PLATE WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d <br />HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 <br />FACE OF BLOCK WALL IS 21/4" <br />— DOOR OPENING DOOR OPENING - DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED @EACH END <br />2x BLOCKING @ EACH END W/ 10d @ J� ❑ ❑ ❑ COMMON WIRE NAILS @ 4" O/C LU <br />4" O.C. FROM EACH HEADER FACE EXTERIOR J ( ) <br />BOUNDARIES 6" O/C EDGES & 8" BLOCKING _ z <br />O BLOCKINGco <br />TWALL O/C FIELD <br />WALL CLEAN -OUT A ❑ ❑ ❑ 2x TOP PLATE <br />(2) 2x HEADER 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR <br />PER PLAN SCALE: N.T.S. S4, ❑ ❑ (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM <br />CARRIER/GIRDER TRUSS CHORD OR BLOCKING <br />2x BOTTOM PLATE W/ (1)10d @ 8° 1 ST COURSE 2ND COURSE 3RD COURSE _ _ _ <br />VARIES SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O.C. 70 EACH HEADER FACE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE . <br />REFER TO WINDOW PRODUCT APPROVAL NAILS AT EATRUSS VERTICAL WEB 2x STUD @ 24" <br />SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/MIN. 4"EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR <br />WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. MANUFACTURER. IN KO BLOCK AT EA. STUD L MAIN SPAN <br />FEQUAL @ 12" O.C. <br />2 x 6 (MIN.) FRAME ROOF TRUSS 2x P.T. PLATE STAGGERED FROM BOT. <br />WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER SEE A/S3 FOR PLATE TO CONCRETE <br />UPLIFT CONNECTOR REINF. INFO. <br />SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />SCALE: N.T.S. S4 S4 AND FILLED W/ GROUT <br />12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL <br />SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON- <br />(TYp) <br />TRUSSES @24"O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E BEARING WOOD FRAME WALL j <br />UPLIFT CONNECTOR 5/8„ DIA. x 8„ J-BOLTS AT 6-3/4", 41-3/4„ , 71„ , AND 96-3/8„ ABOVEGARAGE <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. ScLE: N.T.S. <br />(SEE SCHEDULE) BLOCK W/ (1) #5 Z SCALE: N.T.S.�,S4_")4 <br />FOR CONCRETE PLACEMENT 96 3/8" CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />DOUBLE 20 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 <br />FAM <br />irSTD. <br />WHOOK <br />THAN V-0"WIDE (U.N.O. ON <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />�■I�IICONT.OPENINGSGREATER <br />I�I■ <br />�III <br />ICI <br />. <br />lPPIIl�■ <br />-- TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />88" <br />NOT TRANSFER LOAD. <br />WALL <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />P.L.1.8E Fb=2400 PSI (AS PER PLANS) <br />71" <br />DOOR STOP <br />MOLDING <br />2 x 6 P.T. GARAGE <br />DOOR <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />. SPLICE NAILS TOTAL) EA. SIDE OF <br />,#THAN <br />4R. SPLICE STAGGERED <br />• • MAN <br />° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />° a ° • HTT5 w/ (26)10d NAILS (4670# SPF) <br />°o ° • DTT2Z w/ (8) 1/4" x 1 1/2"SDS (2145# SPF) <br />°o ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (3075# SPF) <br />• HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (4565# SPF) <br />58' <br />_ <br />_ <br />41" <br />J-BOLT <br />TRACK <br />BRACKET <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />!/ <br />G . ' 10d @ 8" O/C <br />OAST <br />gNe, <br />ATTACH ALL <br />EXTERIOR STUDS <br />W/ (4)16d TOENAILS <br />TO 76P PLATE <br />_ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (5645# SPF) <br />— • HDU8-SDS2.5 w/ (20)1/4" x 21/2"SDS (6970#SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (9335# SPF) <br />• 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />„ „ <br />34„ <br />10" <br />6 3/4" <br />____ <br />=-_ <br />-- <br />— <br />31/2" <br />— <br />I <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" 0/C BOUNDARIES 6" 0/C <br />EDGES & 8" O/C FIELD <br />' <br />_ _ _ <br />NOTES; <br />1Q 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 />- NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />NOTE. BOTTOM SPLIC <br />PLATE LENGTHS MUST BE OVER STUD <br />AT LEAST 4'-0" LONG. TYPICAL <br />TOP PLATE SPLICE DETAIL M <br />• FOR HDU11 USE 1 DIA. x 12 EPDXIED A.T.R. <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />IDI <br />HTT / HDU TENSION TIE rN <br />_ _ <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />20 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />SCALE: N.T.S. <br />S4 <br />SCALE: N.T.S. S4 <br />`7 <br />F= 2240 LBS <br />SCALE: NTS S4 <br />BLOCKING (TYP.) <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />ROOF TRUSS <br />O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />SIMPSON SIMPSON SIMPSON C <br />SIMPSON SP4 <br />W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. <br />AND FILLED SOLID W/GROUT MOISTURE BARRIER <br />TYPICAL FILLED LINTEL ASSEMBLY rG <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90" HOOK IN K.O. BLOCK SCALE: N.T.S. ��4 <br />KNEE WALL ABOVE MASONRY WALL DETAIL F <br />SCALE: N.T.S. SL� <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 />SIMPSON <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />V-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 />SP4 SP2 <br />SIMPSON SP4 <br />gP2 <br />FF <br />ROOF TRUSS ABOVE <br />2X TOP PLATE 2X BLOCKING <br />OVERLAPPING <br />2X STUDS @ 24" O.C. <br />NAILED <br />/8"x10" "J" BOLT <br />INTO <br />(2)16d TOE NAILS <br />51 24" O.C. MAX. <br />TRANSOM <br />10d NAILS @ 6" EA. BLOCKING <br />MIN. (2) PER <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />FRAMING <br />STAGGERED <br />X P.T. <br />SEE SECTION AA/S1 <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 />AND BB/S1 FOR <br />2X8 WALL ABOVE <br />CREATE A SOLID BASE FOR <br />OVER TOP PLATE •• HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />" <br />1/2 X91/2 PLYWOOD BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />Sp1 <br />• <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />K.O. BLOCK W/(1) <br />SEE FLOOR PLAN NOTES FOR <br />SIMPSON SP4 <br />SIMPSON SIMPSON <br />-BOLTS @ 24" O.C. <br />M AX <br />#5 CONT. & <br />- <br />T <br />REQUIRED CONNECTION <br />RI CESS <br />SP4 SP4 <br />5/8IX10"DJ-BOLTS <br />r- ; <br />STD/� <br />�FA�Nw <br />@ 2'-0" O.C. <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />CONCRETE RECESS TO <br />@ 12" 0/C EACH FACE OR <br />MASONRY WALL <br />FORM CREATES <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />@R02WO C2FOR 2 x Od NAILS T AGGOR ERED <br />A <br />2X8 P.T. BOTTOM P TE <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />GREATER HEADER <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />"J" BOLT @ 24" O.C. MAX. <br />B <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />C <br />(MIN. (22 ) PER BOTTOM PLATE) <br />(MIN, <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />SIMPSON <br />SP4 <br />SIMPSON <br />SIMPSON <br />SP2 <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />'I <br />SP4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />OF THIS DRAWING.) <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />S4 <br />4" <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />10d NAILS @ <br />10d NAILS @ 6" O.C. <br />MOUNTING BASE NOT SHOWN <br />MOUNTING BASE SHOWN <br />FOR 2x8 WALL) <br />12d TOENAILS <br />STAGGERED <br />A <br />STAGGERED <br />FOR CLARITY SEE DETAIL <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />BOX HEADER • EXTERIOR HEADERS: <br />TRANSOM FRAMING <br />K/S4 <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />0 C TAPS @ 8" <br />ONLY (1) 2x SILL PLATE W/ (2) <br />❑ <br />C C <br />BEYOND. <br />12d TOENAILS <br />NAILED INTO <br />IN PLACE CONCRETE <br />• OPENING LARGER THAN 4 FT: <br />TRANSOM <br />PLYWOOD FASTENED TO TRUSSES <br />GARAGE FLOOR SLAB <br />C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />PLATELL SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS 4" <br />PLYWOOD <br />TROWEL FINISH SEE <br />�8x8x16 <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />LS30 w/I 6 d x 1 1/2 EA <br />() <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />& 8" O/C FIELD <br />o <br />E SHEATHING <br />GENERAL NOTES ���� <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />S4 <br />SLOPE FORWARD �� <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL1.(D <br />FOR DRAINAGE <br />GARAGE FLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 w/ (6) 10d x 1 12"iz <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />GARAGE DOOR <br />00 SIMPSON HTT4 TYP. <br />OR <br />SPi SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />Op U.N.O. SEE N/S4 <br />FN�NG' "HOLD DOWN <br />RECESS <br />SIMPSON SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS <br />• SIMPSON SP1 w/ (10) 10d NAILS <br />MASONRY <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />MOUNTING BASE DETAIL <br />CONNECTIONS <br />LINTEL <br />SP4 <br />MAX. (MIN. (2) PER BOTTOM <br />SCALE: N.T.S. <br />4 <br />4 ` <br />NOT REQUIRED @ <br />PLATE) <br />ALTERNATE <br />SEE PLAN FOR FOOTING <br />n • a <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B <br />BEARING WALLS NOTED <br />P.T. BOT. PLATE <br />- <br />2X8 P.T. BOTTOM <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />PLATE <br />@ 24" O.C. <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />P <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL Q <br />FRAMING DETAILS ABOVE ENTRY R <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. SLI <br />P BOLTS @ 24" O.C. MAX. <br />SCALE: N.T.S. <br />S4 <br />(MIN. (2) PER BOTTOM PLATE) <br />(MIN. 2 <br />SCALE: N.T.S. <br />V3 P <br />caw <br />r; <br />cy = <br />o <br />,•, <br />Y.. i LiJ <br />C A !> N <br />e6 0 <br />N y <br />d r = <br />Adder <br />�Cr._ y <br />n <br />a <br />E <br />0 <br />V <br />_ <br />r' <br />LJ <br />`v <br />To the beat of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentiai 7th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Lod 2 <br />N <br />dIi M V <br />~ LL <br />LL <br />LL LL <br />J <br />a <br />a- <br />o <br />� <br />Whco <br />0 <br />o'°' <br />Z N <br />LL <br />m <br />d <br />3 N OU <br />0 <br />Z <br />W <br />❑❑ <br />z <br />z <br />z <br />U) z -0 <br />C2 <br />-J CD5 <br />_ <br />LU <br />V � <br />0 <br />O c <br />V) 0> <br />RFD W <br />= m <br />U <br />c <br />m <br />� <br />C-4 <br />C <br />Cn <br />w <br />J <br />E <br />�a <br />s <br />aW <br />E <br />8� <br />a° <br />0s <br />Z <br />%U <br />O6 <br />0 <br />Z <br />a? <br />�a o <br />zN <br />fu <br />C <br />� <br />OY <br />y0 <br />o <br />ars <br />>Z <br />N <br />8 <br />OW <br />W <br />�No <br />c <br />�O <br />I5 <br />�C) <br />J <br />'M <br />O <br />0 <br />ICU I <br />� <br />� r <br />T <br />v! m <br />LO <br />d' <br />N <br />O <br />O <br />.Q <br />C V <br />� <br />N <br />Q N <br />� <br />T <br />ci <br />E <br />C`V <br />7 rl*- y LO <br />o <br />Z <br />c <br />E T <br />ai <br />c <br />a <br />U Q O <br />JOB <br />NO: 22-06453 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />