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2X4 TOP PLATE <br />PRE-FAB TIMM <br />14' CL.G. BOARD <br />7 <br />10' DRYIWLL.L — <br />SECURE ST. MATE TO SLAB <br />W/bW MASONRY <br />NAIL • 32' OL. <br />MAX <br />IVAV <br />FIN. RR <br />2X4 WOOD <br />STUDS *24' <br />OL. <br />.7:4V� tnt <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS 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.C. <br />(a:)TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE, 3/4'.I'-O' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SMJJ. <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <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 />I�.m. <br />TYP. <br />OH. <br />5/8- GYPSUM Bc <br />OR 1/2' WIGW <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (0- +5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />Di SCALE: 3/4'=I'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS B 24' O.C. <br />8' ChAI <br />1/2' GYP. WL BD. - <br />WOOD BASE — <br />&-0' FIN. FLRJ,, <br />ea <br />° e <br />rA%_WL WINDOW OPENING <br />n <br />FIBERGLASS SHI'G .ES <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 />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IR' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FN. FLR <br />TYP. WALL SECTION <br />SECTION <br />If NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - 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%1'-& SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 4869 TYPE <br />Iv, OR ASTM D 6151 <br />M IGROY LN <br />sa <br />GAS LINE THRU BLOCK <br />ACME. w•.r.� <br />FlISERGsLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W5.LL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />FS <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL 8-EATWM <br />THICIQ.ESS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SWEET SNI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />V2' THICK, 2 COATJ-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />C.-C. FIN. FLR <br />e• a'NJ <br />u2' ?WM 2 COAT - <br />FOIlR.J20 Cemw <br />P ASTM A'FI.IED <br />Dwalmy TO <br />MAGO W <br />SALV. SREL - <br />TRACx MIMIC n <br />MATMOD TO <br />MOOD J" MR <br />AiTleAFF" GT <br />vvK R20. <br />MT MAIL. <br />im"mm to RaoM <br />TRACK BRAI7ITsTe <br />w I'reM= <br />C0I04M MEAD <br />S' cm an <br />Mnuen2eeL row <br />2.► P.T. MD <br />ATMOM TOP" <br />CELL AB FM <br />DACOR ROD <br />WATMI! STA! <br />rmom — <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-O' <br />�-2X4 OPF 24' OL. MAX. <br />SECURE W/ (2) 12d NAILS <br />o EA END <br />2x BLOCKNG BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS-- <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD. TRUSS <br />CONT.�2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />5/S' GYPSUM BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />W/ WINDOW OPENING <br />A <br />R-4J INSULATION <br />WINDOW ATTAC 41ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS B 24' O.C. <br />112' GYP. WL. W.- <br />WOOD BASE— <br />FIBE�TLAS5 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <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 />SWEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />C:Ll <br />0'-m' FIN. RR <br />a <br />B TYP. WALL SECTION <br />NO oPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />wwwAbdesigngrouP.wm <br />AA 4: 000W25 <br />i <br />ccl <br />aysDIV de LOT. <br />ABBOTT PARK <br />LOT #31 <br />BLK 9 <br />PROJECT# <br />04181.000-31091 <br />WODEL- <br />3EAB <br />"1504— AU EX" <br />GARAGE STF MO: <br />RIGHT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />DATE. 01/19/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />