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2X4 TOP PLATE <br />PLAN <br />OARD 7 Z PRE-FAS TRUSS <br />1/2, CLG. B <br />112' DRYWALL -Z 1 • 1 <br />SECURE ST. - <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />SLAB <br />*ARTITIONS SUPPORTING <br />UALL HUNG PLUMBING <br />:IXTURES AND WALL <br />:ABINETS SHALL BE NOT <br />.ESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />rHAN 16' O.C. OR, NOT <br />-ESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />rHAN 24' O.C. <br />2)TYP. INT. WALL (NON-BRG.) <br />SCALE: 3/4'-P-0' <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 TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER-m. <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-m' FIN. FLR <br />4. <br />5/8' GYPSUM B< <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (D- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />%PIPE THROUGH BOND BEAM <br />SCALE: 3/4' -1' -0' <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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />VY GYP. WL. BD. - <br />WOOD BASE — <br />(i�W/ WINDOW OPENING <br />J, <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 />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 />Ni_ 0'-0' FIN. FLR <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 16095.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'•I'-o• UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />. cru <br />aALV. !T!!L <br />w• aTr. u�. eD. <br />TRACK drsa¢Te <br />►MTtallD TO <br />WuoD OAR! <br />WOOD JAI'! P/R <br />PbROV <br />OALY. &TIAL 6AD DOOR <br />APPROVAL ca <br />TRACK I• <br />T MY OTT <br />x oTHeRa <br />6Y MAP. <br />my MAP. I DE <br />'TRACK DORACIOTO �IR0019 <br />Qv PRODUCT <br />AP PWC AL RCa <br />2B GAS LINE THRU BLACK I 3 GARAGE DOOR JAMBS <br />SCALE: 1 1/2'- 1'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />AS PER FBCR 905.1.1. • EA END ROOF SHEATHING <br />ROOF SHEATHING THICKNESS AS PER <br />THICKNESS AS PER 2x BLOCKING BETWEEN TRUSSES SHEET SNI. <br />SHEET SNI. SECURED PER PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX �PRE-ENG WD• TRUSS Ax. 2x FASCIA PER <br />ELEVATIONS O. ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT Ir <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICKNESS AS PER WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION SHEET SNI. SECURE PER <br />ON SHEET 8ELEVATION PER ELEVATIOIO N FASTENER SCHEDULE - <br />PRE-ENG. GABLE TRUSS 5/8, GYPSUM BOARD OR 1/2' ON SHEET SNI, <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />fERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT 1/2' GYP. WL. BD. <br />PORTLAND CEMENT e' cm <br />PLASTER APPLIED WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ 0'-0' FIN. FLR <br />8• Cl <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />'ITH EDITION, SECTION R301.13 <br />AND 160SB.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />n ., NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />\� SCALE: 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS "4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A I C N I T E C T I <br />6 <br />Grousoi n <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdmigngroup.mm <br />AA#: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81"86-2628 <br />Illo FAX: 813-886-2802 <br />mm <br />9ul3mv. 8e L°OT <br />SILVERADO <br />LOT #21 <br />BLK. #16 <br />PROJECT <br />03719.00 -21161 <br />II[ODEL- <br />GARAGE FINING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH E B <br />