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■. <br />p_�{ 2X4 TOP PLATE <br />PLAN Y <br />PRE-FAB TRUSS <br />V2' CLG. BOARD <br />1/2' DRYWALL ­­­ <br />SECURE BT.—� 2X4 WOOD <br />PLATE TO SLAB \ STUDS 024' <br />W/ 10d MASONRY \ O.G. <br />NAIL 32' O.C. <br />MAX <br />SLAB <br />FIN. FLR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />'LETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />(I)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.i'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSSTTOYI <br />MTL. DRIP EDGE 2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR l <br />5/8, GYPSUM BI <br />OR 1/2• HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION — <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' OG. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />n <br />W VIA SLEEVE, <br />DO NOT CUT <br />REDAR <br />PE <br />BOND BENT O NOT CUT <br />SOLID cdq= THE BOND <br />WI/ (U- 'S BEAM <br />(V C40UME - RMAI S <br />A PIPE THROUGH BOND BEAM <br />D1 SCALE, 3/4'.r-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER 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 />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND )60S.5.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.I'-0 UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM P226 <br />TYPE it OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />M MR SAS LW! <br />feL2. <br />2B GAS LINE THRU BLOCK <br />D1 GCALb w'.r.Ar <br />FIBEI8GLA98 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. 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 SNI. 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 />1/2' THICK, 2 COAT—// <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU <br />9' <br />VW THICK 2 COAT - <br />PORn.AND cm -ow <br />PLASTER APPLIED <br />DIRECTLT TO <br />MASONRY <br />APPROVAL RM VeRTKAL RACK <br />COINER DEAD <br />e' cm WE <br />STRUCTURAL FOR <br />L! P.T. LW <br />ATTACHED TO PILL <br />CSLL AS PER <br />APPROVAL EEO, <br />SEALANT. <br />BACKER ROD <br />WEATHER STRIP <br />MOLLLDNO ALL <br />ARCLND (BY <br />DOCK MANlV <br />OVERHEAD DOOR <br />(7� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />—2X4 SPF 24' 04% MAX. — <br />SECURE W/ (2) 12cl NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />^PER STRUCTURAL DETAILS-- <br />8TIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />NSULATION R-VALUES <br />i,PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-41 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24. O.G. <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905JJ. <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 />SHEET ON]. 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 />CMU <br />a ° <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />A ACCORDANCE WITH FBCR 2020 <br />A 4 'ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />6 1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE' 3/4'-I'-®' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 7TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04e*S TYPE ill <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.a bdesigngroup.com <br />AA N: 0003326 <br />lie, <br />gs� <br />N <br />W <br />L <br />0 <br />S <br />EVHDI\I. Ae LflT: <br />ABBOTT PARK <br />LOT #19 <br />BLK #12 <br />PHASE #4C <br />04181.04C-19121 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GAP_*ME 8WMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 02/08/22 <br />SCALE: 1/4"=1'- 0" <br />sltz= <br />D1 <br />