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NAIL WALL SHEATHING WITH 8 <br />NAILS 0 3" O.C. ALONG TOP & <br />BOTTOM EDGES AND HORIZONTAL <br />JOINTS. 6" O.C. ALONG VERTICAL <br />JOINTS & EDGES. AND 12" ALONG <br />INTERMEDIATE STUDS. <br />EXISTING CONIC. LINTEL <br />2x8 P.T. TOP PLATE FASTENED <br />TO CONCRETE LINTEL <br />W/3/8PDIAx4!'LONG STEEL <br />BOLT EXPOSED INTO LINTEL <br />AT 32' O.C. MAX. <br />5/8" F.R. WALL BOARD TYPE <br />'X" EACH SIDE ON 2X8 WOOD <br />FRAMING ® 16 O.C. <br />EXISTING 8" CMU- <br />EXISTING CONC. <br />TOP <br />--1/2' GYP. WALL BOARD <br />_,—R-21 BATT INSULATION <br />,,--2x8 P.T. BOTTOM PLATE FASTENED TO CONCRETE <br />LINTEL W/3/8" DIAx4" LONG STEEL BOLT EXPOSED <br />INTO LINTEL AT 32' O.C. MAX. <br />-EXISTING PRECAST SILL <br />INFILL OPENING DETAIL <br />N.T.S. <br />-�_l2-2X— TOP PLATE <br />N <br />SIMPSON "SP2" <br />AT EA. STUD <br />;-ATTACH EXT. SHEATHING <br />TO STUDS/PLATES PER <br />BILK. <br />STRUCTURAL NOTES <br />KING STUD & JACK <br />AT EXT. FRAME WALL TO BLOCK WALL, STUD (TYPICAL) <br />PROVIDE 2x P.T. W/ 1 /2" EXP. BOLT <br />24" O.C. VERT. (2 3/4" EMBED.) <br />W/ 2" SQ. WASHERS PROVIDE 2 3/4" <br />EDGE DISTANCE FOR BOLTS <br />SIMPSON "SP1" <br />AT EA. STUD <br />OF <br />LAB <br />NOTE: DETAIL APPLICABLE TP ALL EXTERIOR <br />8" <br />FRAME WALLS ONLY UNLESS OTHERWISE <br />FRAME <br />WALL <br />TO NOTED ON FLOOR PLAN <br />BLOCK <br />WALL <br />CONNECTION <br />N.T.S. <br />1 LAYER F.R. GYP. BOARD ATTACHEDi1 LAYER F.R. GYP. BOARD ATTACHED <br />TO UNDERSIDE OF ROOF DECK MIN.ITO UNDERSIDE OF ROOF DECK MIN. <br />4 FEET EA. SIDE OF WALL!4 FEET EA. SIDE OF WALL <br />--EXISTING ROOF SYSTEM <br />IN.4— i IN.4' <br />i <br />MIN. 4 FEET ' F.R. I I -PLYWOOD DECKING <br />GYP BOARD EA SIDE II I I II <br />„ I , F.R. GYP. <br />BOARD <br />20 W/SIMPSON STRONG LUS24' <br />NOTE: EXTENT UL SYSTEM INTO SOFFIT OR EQ. 0 EA. STUD (TYP. <br />AREA, INSTALL �' F.R. GYP. 48" EA. SIDE <br />OF WALL AT SOFFIT R-38 INSUL.ATTO <br />BOTTOM 2X4 W/SIMPSON STRON /8" GYP. BOARD CLG <br />LUS24 OR EQ. 0 EA. STUD (TYP.) <br />DOUBLE 2X6 CONT. TOP PLATE <br />W/SIMPSON SP2 OR EQ. <br />5/8" F.R. WALL BOARD TYPE-",, <br />"X" EACH SIDE ON 2X6 WOODj_--R-19 BATT INSULATION <br />FRAMING ® 16 O.C. <br />2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE <br />LINTEL W/3/8" DIAx4" LONG STEEL BOLT EXPOSED XISTING CONC. SLAB <br />INTO LINTEL AT 32' O.C. MAX. <br />IIII-J <br />LOAD BEARING INTERIOR WALL <br />A (1-HOUR FIRE -RATED) <br />S-1 N.T.S. <br />2X_TOP CRIPPLES 4,16" O.0 <br />WWWN_I x-zN, <br />TOP <br />EXTERIOREXTERIOR <br />0w FRAMWa Ilalr►- FRA11wS <br />• N • DETAIL CONNECTIONDETAIL <br />1 LAYER F.R. GYP. BOARD ATTACHEDi1 LAYER F.R. GYP. BOARD ATTACHED <br />TO UNDERSIDE OF ROOF DECK MIN.ITO UNDERSIDE OF ROOF DECK MIN. <br />4 FEET EA. SIDE OF WALL, 4 FEET EA. SIDE OF WALL <br />XISTING ROOF SYSTEM <br />IN.4 i INA <br />i <br />' , <br />MIN. 4 FEET J" F.R. „ , � , � LYWOOD DECKING <br />GYP BOARD EA. SIDE II I I II <br />I I I F.R. GYP. I I NOTE: EXTENT UL SYSTEM INTO SOFFIT <br />2X4 W/SIMPSON STRONG LUS2411 I I BOARD II AREA, INSTALL �' F.R. GYP. 48" EA. SIDE <br />OR EQ. 0 EA. STUD (TYP.) OF WALL AT SOFFIT <br />I <br />R-38 INSUL.ATIO /8" GYP. BOARD CLG <br />BOTTOM 2X4 W/SIMPSON STRON <br />LUS24 OR EQ, 0 EA. STUD (TYP.) /mI <br />2x8 P.T. TOP PLATE FASTENED TO EXISTING <br />BOND BEAM W/3/8" DIAx4" LONG STEEL <br />BOLT EXPOSED INTO LINTEL AT 4' O.C. MAX. <br />STING 8" CMU <br />5/8" F.R. WALL BOARD <br />TYPE "X" EACH SIDE /-EXISTING CONC. SLAB <br />d <br />LOAD BEARING INTERIOR WALL <br />B (1-HOUR FIRE -RATED) <br />S-1 N.T.S. <br />WAIIug120111l1 <br />EXISTING PRECAST LINTEL — <br />2x8 P.T. TOP PLATE FASTENED TO CONCRETE <br />LINTEL W/3/8" DIAx4" LONG STEEL BOLT <br />EXPOSED INTO LINTEL AT 4' O.C. MAX. <br />3 COATS OF STUCCO FINISH-E <br />WITH TOTAL J" THK APPLIED OVER <br />CORROSION —RESISTANT METAL LATH <br />ONE LAYER OF NO #15 ASPHALT FELT---' <br />OVER WATER RESISTIVE BARRIER <br />APPLIED OVER J" PLYWOOD SHEATHING <br />WATER RESISTIVE BARRIER OVER — <br />CORROSION RESISTANT FLASHING <br />CONT. CORROSION RESISTANT WEEP <br />SCREED AT BASE OF STUCCO FINISH <br />R-38 INSULATION <br />1/2" GYP. CEILING BD. <br />INTERIOR PARTITIONS: WOOD STUD <br />(LOAD —BEARING) <br />FIRE RATING: 1—HOUR <br />STC: N/A <br />UL DESIGN NO: U305 <br />SYSTEM THICKNESS:VARIES <br />UL U305 <br />WALL TYPE __ _ 1-HOUR CONFIGURATION 920553 _ <br />LOAD -BEARING - WOODSTUDS INTERIOR PARTITION STC=33 TEST: RAL-TL11-172 <br />16 in 16 t <br />w I406 mm] - 1406 mm]06_ I4mm] .. . <br />Q� <br />SIMPSON SP1 ANCHOR TO TIE <br />STUDS TO TOP PLATE ` <br />2X4 TOP PLATE <br />—1/2' DRYWALL (TYP.) <br />—2X8 STUDS ® 16" O.C. <br />W/R-21 BATT INSULATION 2"x4" WOOD STUDS @ 16" ON CENTER 1/2' <br />DRYWALL BOTH SIDES. FINISH AS PER OWNER <br />PROVIDE DURA ROCK GYP. AT ALL WET <br />" DIA.X4" LONG STEEL BOLT LOCATIONS & 216" P.T. AT PLUMBING <br />-EXPOSED CONC. SLAB AT WALL FILL WITH R-19 BATT INSULATION <br />48" O.C. MAXIMUM <br />SIMPSON SP1 ANCHOR TO TIE <br />STUDS TO 2x8 BOTTOM PLAT <br />—2X4P.T. FLOOR FRAMING <br />EXISTING CONCRETE SLAB <br />GRADE <br />I'd <br />DEXTERIOR WALL SECTION <br />S-1 %N.T.S. <br />—38 INSULATION <br />/2" GYP. BOARD <br />/2' DRYWALL (TYP.) <br />STUDS 0 16' O.C. <br />ASSEMBLY OPTIONS: UL U305 <br />GYPSUM BOARD: 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY. <br />RESILIENT CHANNEL: 25 GA. FURRING CHANNELS INSTALLED HORIZONTALLY <br />SPACED 24 IN. O.C. <br />WOOD STUDS: 2X_IN. WOOD STUDS SPACED MAX. 16 IN. O.C. <br />INSULATION: MIN. 5-1/2 IN. THICK FIBERGLASS FRICTION FIT IN STUD <br />SPACES. <br />GYPSUM BOARD: 5/8 IN. THICK GYPSUM BOARD APPLIED VERTICALLY. <br />1 <br />2X4 P.T. PLATE W/8d CUT NAILS USE 8d GUN NAILS 2" x .1 13" 0 MIN. SPACED <br />FINISH FLOOR 6" 0/C. PLACE NAILS 3/8" MIN. FROM EDGES & <br />2" MIN FROM CORNERS. PROVIDES 200 plf OF <br />SHEAR STRENGTH. <br />INT. NON —LOAD BEARING WALL 1 /2" OSB SHEAR SPECIFICATIONS <br />N.T.S. SCALE: NTS <br />THESE CONSTRUCTION DOCUMENTS HAVE BEEN <br />PREPARED UNDER THE DIRECT SUPERVISION OF <br />PIERRE M. VALLES, P.E. (FL #66356), PIERRE M. <br />VALLES, HEREBY CERTIF`1�S T�"Q177F;IESE <br />DOCUMENTS COMRLY 1NI,TH ALLAP LICABALE <br />SECTIONS OF THE FLOJ IDA-,­ ' CL°DVNp CODE 2020, <br />7TH EDITION. <br />PLANS SHALL -REFERENCE COMPLIANCE WITH THE <br />2020, 7TH EDLTIOWFLORIDA BUILDING Cb., <br />RESIDENTIAL=SECTION R301, D,ES1r,,N CRLT RIA & <br />ASCE 7-16. <br />x- <br />DATE <br />z <br />0 <br />z <br />w <br />�m <br />Do <br />O <br />wW <br />J = <br />Q <br />U z <br />� O <br />WU) <br />>z <br />00 <br />w I- <br />U 0 <br />Z z <br />W O <br />O U <br />W � <br />W Z <br />0- Q <br />0-0 <br />> O <br />Q � <br />=z <br />J W <br />J <br />Q <br />_ 0 <br />U J <br />� J <br />ra <br />Z 0 <br />W <br />O <br />LL <br />U m <br />O m <br />❑ ro <br />U) O <br />wa <br />_ co <br />F w <br />z0� <br />Ow <br />Um <br />zo <br />oz <br />U)Q <br />z> <br />ww <br />�Lu <br />o> <br />z J <br />W J <br />H Q <br />co <br />0 <br />O <br />U <br />z <br />I- <br />z <br />0 <br />U <br />} <br />z <br />Q <br />z <br />0 <br />w <br />a <br />0 <br />U <br />K <br />0 <br />O <br />Lu <br />U` b <br />z z <br />Q <br />= J <br />U :D <br />O z <br />W z <br />00 <br />� U <br />0 z <br />00 <br />CC U) <br />aw <br />ujo <br />wo <br />m J <br />Ow <br />,- w <br />0 O <br />O <br />Z <br />W Z <br />C Z <br />Z O <br />W <br />Z <br />z <br />U z <br />O <br />O _ <br />O � <br />_- <br />co � <br />wC� <br />=w <br />�a <br />co z <br />W� <br />U , <br />0, <br />01 <br />w <br />co a <br />w <br />z= <br />� 0 <br />=z <br />�Z <br />of <br />}M <br />m <br />cfo <br />w <br />U) a <br />00� <br />c�E <br />a_� <br />0� =) <br />wO <br />0 <br />o�0 <br />Q� <br />�Q <br />�o <br />o <br />o> <br />�Q <br />zo <br />OW <br />2iz <br />0O <br />oco <br />�U) <br />�Q <br />ww <br />=m <br />F O <br />cnI— <br />> <br />�w> <br />w= <br />ww <br />�Q <br />J d' <br />�O <br />coz <br />w <br />cif <br />W > <br />w <br />U O <br />z� <br />J Q <br />c� <br />z 0' <br />0 W <br />O z <br />zQ <br />2 g <br />c� <br />wo <br />0 <br />O <br />J O <br />ww <br />1II'CN <br />iii ou•,■ <br />��ill❑� <br />• • <br />■o■ui <br />0 <br />• <br />■■■■ <br />• <br />1 <br />I. <br />• <br />LL <br />co <br />75 <br />G <br />L.L <br />< <br />ry <br />Q <br />06O-j <br />x <br />W <br />W <br />QW <br />0 <br />Q. <br />� <br />N <br />Lo <br />co <br />u- <br />L.L.. <br />W <br />N <br />O <br />ILL <br />0 <br />LW/ <br />1■i_ <br />r <br />J <br />W <br />T— <br />`' s <br />(10 <br />L / <br />M�� <br />F® <br />co <br />U) <br />O <br />W <br />WNz <br />0 <br />Z31 <br />Ilia <br />v / <br />> <br />—0 <br />T- <br />■ <br />M <br />� <br />(.0 <br />C7 <br />W <br />It <br />I..L <br />�mLL <br />L.L W <br />M <br />W <br />�� <br />Cl <br />E <br />W <br />� <br />� <br />DRAWN <br />ELCO <br />CHECKED <br />DATE <br />OCTOBER 5, 2021 <br />SCALE <br />NOTED <br />JOB NO. <br />SHEET <br />S-1 <br />OF 13 <br />LOT# <br />