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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUSS <br />Vl' CLG. BOARD <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or - <br />MAX <br />®,_®. <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />Oc. <br />SLAB <br />: * I uvo Iry <br />PARTITIONS SUPPORTNG <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />ABINET$ SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />(a1TYP. INT. WALL ( NON- BRG. ) <br />D� SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905)1 <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (U- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />RE -BARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.1'-0' <br />5/8' GYPSUM BOA <br />OR In HK.H <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />OA <br />R-4.1 INSULATION —� <br />OW ATTAC 4-ENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.G. <br />8' CMU <br />1/2' GYP. ILL. BD.----- <br />WOOD BASE <br />0'-0FIN. FLR.L _ a <br />�IOO�� � <br />e q <br />n W/ WINDOW OPENING <br />V. <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <br />ROCF SHEATHING. <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG. TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />}0'-0' FIN. MR. <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR 90DA - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4'.r-0' SYSTEM 15 REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (1) <br />LAYER UNDERLAYMENT 15 <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 486% TYPE <br />IV. OR ASTM D 6151 <br />AV as& <br />2B GAS LINE THRU BIACK <br />s..... w•.r� <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S0511. <br />ROOF GHF-AT14MG <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE) <br />J/ 9' <br />2x FASCIA PER MA; <br />ELEVATIONS oi- <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON 844EET SNI <br />PRE-EWX GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER—// <br />STRUCTURAL DETAILS - <br />♦ ♦ 4�4�� I A!4tOi00T��40000�i�4�t;: / <br />im ,,j —OyeeeAo ooae <br />By rurr. r BY orw m <br />FAaTOOD TO ploaa <br />TRAM OPLACK e � <br />w Posoc= <br />Arnwui R!a <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />-2X4 SPA 24' O.C. MAX.—,, <br />SECURE W/ (2) Tld NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURRAL DETAILS <br />PRE-ENG LLD. TRUSS <br />�CONT. 2x RAT RUN SECURED PERJ/ <br />9TRJCIURAL DETAILS ...J/// <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 112' <br />HI34I STRENGTH CLG. BOARD <br />1/2' THICK 2 COAT—v' <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />IOI <br />8'CMU <br />a W/ WINDOW OPENING <br />N <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES 81RECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />dx2 P.T. FURRING <br />STRIPS • 24' OZ. <br />IR' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHING. <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNL <br />PRE-E3J GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />— k 0'-0' FM. FLR <br />n TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdesigngroup.corn <br />L AA •: 0003326 J <br />bR <br />F <br />q <br />2 <br />H <br />X <br />00 <br />x <br />9UERDri/. de L,OT: <br />ABBOTT PARK <br />LOT #32 <br />BLK # 9 <br />P1iOJECTIp <br />04181.000-32091 <br />MODEWt <br />1408" <br />"DAKOTA" <br />GARAGID 8TfWG: <br />LEFT <br />PAGIM <br />DETAILS <br />160 APH EXP. C <br />FEB <br />AA <br />NO <br />D 01/28/21 <br />23CALE: 1/4"=l'-O" <br />a*== <br />D1 <br />