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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />1,12' CLG. BOARD --- Z' <br />- r <br />V2' DRYWALL —t T)Pr <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL P 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />or_. <br />SLAB <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.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL (NON-BRG.) <br />D1 SCALE: 3/4'.1'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PSCR W511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS J/gyp <br />MTL. DRIP EDGE <br />2. FASCIA PER /I� I -0 <br />TYP. <br />ELEVATIONS / I <br />ON. <br />VENTED SOFFIT <br />I/Y THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FIN. FLRIL <br />LJIA. 7LCC VC, <br />D NOT CUT <br />EIOND SEAM <br />SOLID GROUI <br />W/ (9- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE 5OND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />PER ELEVATION <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 0 24' O.G. <br />8' CMu <br />I/2' GYP. WL. BD._ <br />WOOD BASE — <br />• a° <br />a a. <br />•a <br />4'. <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <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 />.k 0'-C' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 'I-16 IN <br />ACCORDANCE WITH F5CR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 1603.5.1. <br />TYP. WALL SECTION B <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE' 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />m'[ roR PAs LWi <br />. w. <br />L <br />2B GAS LINE THRU BLACK <br />FIBERGLASS 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- L— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />IV <br />8' cMU <br />- <br />III <br />�D <br />SAL.V. sTooL <br />TRACK SRACOM" <br />PASTRMW TO <br />WOOD JAPE PM <br />mom% T <br />CIALY, STIB L IOVW"AD DOOR <br />APP"OVAL FM <br />Y TRACK DY OTMm <br />PASTWAD TO !KI <br />TRA= NRACK06 Roar <br />w p"po c7 <br />APPROVAL PWQ <br />%"� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />i 2X4 SPF 24' OL. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH <br />� 7-7---�- PER STRUCTURAL DETAILS <br />L .® Lim ` /1 PRE-ENG WD. TRUSS — <br />2x RAT RUN SECURED PER STRUCTURAL <br />J � <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. SOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEAT14MG <br />THICKNESS AS PER <br />SWEET 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 SWEET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. FLR <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a a NTH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />r5�1-STORY GABLE BLOCK WALL METHOD TON USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE F5CR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D456S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <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: 813886.2628 <br />FAX: 813-SM2802 <br />9UHDrv. ae L07il <br />SILVERADO <br />LOT #4 <br />BLK #16 <br />PROJECT# <br />03719,001-04161 <br />34ODEL <br />2795-CAMDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />15 PH <br />