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POCKET BEAM INTO WALL WITH TRIPLE <br />STUD PACK IN WALL BELOW BEAM AND <br />PLACE SIMPSON LTTP2 AT SIDE OF THE <br />STUD PACK <br />0 <br />6X6 POST WRAP WITH <br />WARDI TRIM, SEE DETAIL <br />(3) 2XS 02 PINE WITH <br />1/2" PLYWOOD FILLERS <br />SECURE BEAM TO FACE OF EXISTING <br />WALL WITH SIMPSON WUC68 HANGER - <br />AND FILL NAIL HOLES WITH IO0XI 1/2" <br />NAILS RELOCATE EXISTING <br />CONSENSOR TO THIS <br />LOCATION <br />NEW MINI SPLIT <br />EXTERIOR UNIT <br />I&, oil <br />--------------- <br />PORCH <br />SLAB 4" BELOW <br />HOUSE FLOOR <br />24 SH <br />CLOSET <br />34' 0" <br />29' 0" <br />END WALL TO BE BALLOON FRAME <br />FROM SLAB TO 50TTOM OF ROOF <br />SHEATHING <br />SIDE WALK <br />.31 oil I' Oil 3 1 0 it I'di 31 Oil jl 211 <br />3050 SW 3050 SH 3050 SH <br />CONTINUOUS H�ADER ABOVE THESE <br />3 WINDOWS WITH SIMPSON LTTP2 AND <br />DBL STUD PACIK UNDER BEAM AND <br />ONE FULL HEIGYT STUDS AT EACH END <br />Or- BEAM <br />23' 0" <br />sptk& <br />SHELVING UNIT BUILT <br />TO MATCH MURPHY <br />DOOR <br />oil <br />U111111111111 <br />T <br />I 1-­­ij <br />A :ATE <br />REMOVE DOOR TO CRE <br />WINDOW TO REMAIN ENTRANCE TO NEW ROOM <br />AND REUSE IN ADDITION <br />< <br />EXISTING S'O" 2X4 WOOD WALL u_ <br />m <br />Q SITTING AREA <br />\-x MASTER BED <br />=j, 1 <br />- - - - - - - - - - - - - - - - - - - -- - - - - - - - <br />PROPOSED PARTIAL <br />III 1 11 <br />FLOOR PLAN 1/4 =1 0 <br />A4* OHMAIK WAkL-1-0 <br />#A" NI=W tzA I tztKIVM WAkL-L-0 AL, I <br />FIELD DIMENSIONS WERE DONE TO THE BEST OF <br />OUR ABILITY AND MUST BE FIE LD VERIFIED BY <br />CONTRACTOR BEFORE CONSTRUCTIONS BEGINS <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 2020 - EXISTING BUILDING ITH EDITION <br />A[)[)ITI(::)N <br />AREA <br />LIVING <br />266 <br />FORCH <br />5_1 <br />TOTAL <br />323 <br />(p <br />SIMPSON LTTP2 TIE DOWN AT THE <br />LOCATIONS SHOWN WITH 5/8"X&' <br />EXPANSION SOLT THROUGH PLATE <br />INTO SLAB AND FILL NAIL HOLES <br />WITH iorw 1/2" NAILS <br />34' 0 of <br />T <br />it <br />3: <br />0 <br />EXISTING PARTIAL <br />11 = 11 oil <br />FLOOR PLAN 114 <br />FIELD DIMENSIONS WERE DONE To THE BEST OF <br />OUR A51LITY AND MUST BE FIELD VERIFIED BY <br />CONTRACTOR BEFORE CONSTRUCTIONS BEGINS <br />OFF RIDGE VENT <br />EAST ELEVATION 1/4 11 11 oil <br />-- ----------------------- 3 - _7 -7 -7 -7 -7 _7 -7 -7 <br />17 <br />HATCHED AREAS EXISTING HOUSE <br />11 oil <br />NORTH ELEVATION 1/4 <br />WALL HEIGHT a 011 <br />010. <br />---- 7_1777-7 ------------------------------ <br />7777 <br />HATCHED AREAS EXISTING HOUSE <br />I, oil <br />SOUTH ELEVATION 1/4 <br />ROOF TRUSS <br />2X2 WOOD VERTICAL BLOCKING ATTACHED <br />TO FACE OF EACH TRUSS WITH (2) 120 NAILS <br />AND EXTENDS DOWN TO SOFFIT LOCATION <br />NOT REQUIRED WITW OVER HANGS 12" OR <br />LESS. <br />4" TO 8" FASCIA INSTALL BEHIND EAVE DRIP - <br />SECURE SOFFIT TO BOTTOM OF FASCIA WITH <br />1/9" STAPLE, SECURE FASCIA WITH 1 3/4" TRIM <br />NAIL 19," or- <br />2X2 CONTINUOUS BATTEN ATTACHED TO <br />VERTICAL 2X2 BLOCKING WITH I- 12D NAIL - <br />MAX 24" <br />WOOD WALL SOFFIT DETAIL <br />NOT TO SCALE <br />1/2" CDX OR 1/16" OSB ROOF SHEATHING <br />NAILED PER ROOF SHEATHING DETAIL - <br />WITH 8D NAILS, USE STEEL PLYC LIPS <br />GAF UNDERLAYMENT AND SHINGLES <br />SEE TRUSS LAYOUT <br />2X4 02 SPRUCE SUB FASCIA WITH <br />ALUMINUM FASCIA, DRIP AND <br />SOFFIT. SEE SOFFIT DETAIL <br />VINYL SINGLE <br />HUNG WINDOWS <br />2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH <br />1/2" CDX OR 111(o" OS5 WALL WALL SHEATHING <br />NAILS 3" OC ON ALL PLATES AND g," oc ON <br />VERTICAL STUDS, COVER WITH TYVEK HOUSE <br />WRAP AND INSTALL HARDI LAP SIDING PER <br />MANUFACTURE <br />SINGLE 2X4 P.T. BOTTOM PLATE SECURED <br />TO SLAB WITH I/2"X5" EXPANSION BOLTS <br />MAXIMUM 24" OC AND ADD SIMPSON LTTF2 <br />TIE DOWNS ANCHORS AT LOCATIONS SHOWN <br />ON FLOOR PLAN <br />GRADE <br />INSTALL CONTINUOUS F CHANNEL TO EACH <br />STUD IN WALL WITH (2) 1/9" STAPLES 12" or - <br />AT LOCATIONS SHOWN <br />WOOD WALL <br />—ALUMINUM SOFFIT PANEL <br />SECURE PANEL TO 2X2 BLOCKING <br />WITH -1/8" STAPLE OR 0axi" SCREWS <br />8"Oc <br />ENGINEERED ROOF <br />TRUSSES 24" or, <br />< <br />MINIMUM R-30 INSULATION <br />IN ATTIC ARSAS <br />1/2" CEILING TYPE <br />GYPSUM BOARD <br />D5L 2X4 02 SPRUCE TOP PLATE <br />DBL 2XI2 02 PINE WITH ONE <br />LAYER 1/2" PLYWOOD FILLERS <br />OVER ALL DOOR AND WINDOW <br />OPENING$ <br />R-13 INSULATION IN WALLS <br />1/2" GYPSUM BOARD <br />4" 2500 MINIMUM CONCRETE SLAB WITH <br />WIRE MESH OR F15ERMESH AND 6 MILL <br />VISQUEEN OVER CLEAN COMPACT TERMITE <br />TREATED SOIL <br />18"X12" MONO FOOTINGS WITH <br />2 EACH 05 REBAR ON CHAIRS <br />50TTOM OF FOUNDATION <br />1211 MINIMUM 12" BELOW GRADE <br />2X4 8' 0" WOOD WALL DETAIL <br />NOT TO SCALE <br />PRODUCT CATEGORY <br />APPROVED PRODUCT LIST <br />SUB CATEGORY MANUFACTURER <br />STATE OF FL, <br />APPROVAL* <br />STRUCTURAL COMPONIET <br />LTTF2 <br />SIMPSON <br />FIL 1141B6,5 <br />STRUCTURAL COMPONET <br />ABU&& <br />SIMPSON <br />FL 1084S <br />STRUCTURAL COMPONIET <br />HIOA <br />SIMPSON <br />FL 104561 <br />STRUCTURAL COMPONIFT <br />MSTA24 <br />SIMPSON <br />FL 10456,15 <br />STRUCTURAL COMPONIET <br />HUC68 <br />SIMPSON <br />FIL 10531,S <br />ROOFING <br />ASPHALT <br />GAP SINGLES ALL <br />FL 10 124,1 <br />ROOFING <br />UNDERLAYMENT <br />GAP <br />FL 10626,1 <br />SINGLE HUNG <br />WINDOWS <br />NON IMPACT <br />PLYGEM 1500 <br />FL 16103,1 <br />EXTERIOR DOORS <br />SLIDING GLASS <br />PLYGEM 4160 <br />FL 14634,4 <br />SOFFIT 4 FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 1201S,l <br />WALL SIDING <br />EXTERIOR <br />HARDI BOARD <br />FL 13IS2,1 <br />LAP SIDING <br />2 1 <br />ROOF EDGE <br />(D <br />RIDGE <br />(D <br />Q <br />GABLE END <br />PARTIAL ROOF PLAN <br />ZONE 9d RING SHANK NAILS AT 6" O,C, AT EDGES <br />Od RING SWANK NAILS AT 6" O.C. INTERMEDIATE <br />ZONES Sd RING SHANK NAILS AT 6" O.C., 4" O.C. AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTEt END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER. <br />ROOF SHEATHING NAILING <br />PLACE IX4 02 SPRUCE <br />BOTTOM CORD OF TR <br />(2)12D NAILS/, INSTALI <br />UNVENTED SOFFIT FOS <br />PORCH <br />NOT TO SCALE <br />RUSSES <br />SIMPSON HIOA, FILL NAIL <br />HOLES WITH IODX 1 1/2" NAILS <br />FLOOR PLAN FOR BEAM SIZE <br />:>EGREE CUT BEAM TO SET OF POST <br />) STRAP EACW BEAM TO FACE OF <br />!,T WITH (1) SIMPSON MSTA24 STRAP <br />NAIL HOLES WITH IODX1 1/2" NAILS <br />&X& F,T, WOOD POST <br />WRAP WITH HARD] TRIM <br />PORCH SLAB <br />- - - - - - - - - - - - - - - - - 4" GRADE <br />T <br />16"X12" MONO FOOTING WITH 0 12" <br />(2) 05 RE15AR ON CHAIRS <br />roX6 FC)ST 4 IBEAM DETAIL <br />NOT TO SCALE <br />SIMPSON ABU&6 WITH 3/4"X5" EXPANSION <br />BOLT IN SLAB AND FILL NAIL HOLES WITH <br />IODXI 1/2" NAILS <br />%x <br />L HA* <br />NS <br />=T.L.-*HAjW8ffi6k1c8* <br />BOX 11* DADE <br />I HERB Now IFYVATRAWE <br />WERE P <br />ARE IN C <br />FLORIDA 5 <br />FOR 13121 MPH 0 <br />2020 BUILDING TIA <br />2,EtO. 39654 <br />n,41L 33526 <br />V4&AND SPEC imr-ATIONS <br />Vb-iy DIRECT supERvISION PIG <br />6, SECTION IrPOS OF THE <br />EMITION AND ASCE 1-16 <br />TEGORY 11 AND THE ENTIRE <br />- I TH EDITION <br />