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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />1/2'La BOARD <br />Y 1/2' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Od MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. FILM <br />2X4 WOOD <br />STUDS 024' <br />OL. <br />SLAB <br />1`(VIC: A14VK7 IN <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 V O.C. OR NOT <br />LESS THAN 2x6, WHEN <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D 1 SCALE: 3/4' •I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <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 <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />9/8' GYPSUM BOA <br />OR IA' HKiH <br />STRENGTH CLG, <br />BOARD <br />ION <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />i,_m. PER ELEVATION <br />TYP. <br />ON. <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING -� <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />0'-0' FIN, FLRj <br />a. <br />,a <br />n W/ WINDOW OPENING <br />n <br />V DIA. eL ", <br />DO NOT CUT <br />REI AR <br />In <br />CIOND BEAM NOT CUT <br />emlo GROUT rRESIA" <br />BOND <br />W/ (U- 'D AM <br />(2) COURSE - <br />2A PIPE THROUGH BOND BEAM <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FIECR 905.U. <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 />:0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TYP. WALL SECTION <br />NO OPENING NOTE <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE= 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />k PKKn Ioxens LOW <br />,cm <br />xx:o ow <br />26 GAS LINE THRU BLACK <br />D uu, In•.re _ <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 908.1.1. <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 &OMIT - <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 />I/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a' CMU <br />9' <br />_. d.&V.eT!!L- <br />REQ V PWJr. TRAM <br />PAOT&= TO <br />TRACK ONAAXVG <br />uv moou= <br />APPROVAL Raa <br />s GARAGE DOOR JAMBS <br />D1 SCALE: <br />2X4 SFF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGW' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD.TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <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 905.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 />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 />F'.79 <br />a <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />° 1TH EDITION, SECTION R301.13 <br />AND 16055.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />`{ NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />�1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE If OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 J <br />m <br />0 <br />033317. ae LoT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-07121 <br />MODELa <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SMNO: <br />LEFT <br />FADE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 12/27/21 <br />SCALJC: 1/4"=1'-0" <br />SHEET <br />D1 <br />