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2X4 TOP PLATE <br />PER FLRL A. <br />AN <br />PRE -FAD TRUSS <br />I/2' CLG. BOARD <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />IR' DRYWALL <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOl <br />LESS THAN 2x4, WHERE <br />2x4 WOOD <br />SPACED NOT MORE <br />SECURE DT. <br />PLATE ro SLAB <br />STUDS •24' <br />THAN I6' O G. OR, NOT <br />W/ I0d MASONRY <br />OG <br />LESS THAN 2x6, WHERE <br />NAIL • 32' O,C. <br />SPACED NOT MORE <br />MAX <br />THAN 24' O.C. <br />SLAB <br />FIN. F-R. <br />_ 1 TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4•.1'-0' <br />V OIA SLEEVE, <br />DO NOT CUT <br />REBAR <br />PE <br />BOND BEAM NOT GUT <br />SOLID GROUT TNe BOIL <br />UV (I). 7 _ BEAD <br />(2)GORBS LRSE ARB <br />2 PIPE THROUGH BOND BEAM <br />\JQV SCALE V4-.r-W <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />AS PER FBCR 905.LI. <br />WITH UNDERLAYMENT <br />ROOF SHEATHINGS <br />AS PER FBCR 9057.E <br />THICKNESS AS PER <br />ROOF ONEATHING <br />SHEET SN1. <br />THICIGIESS AS PER <br />SECURED PER <br />SHEET M. SECURED <br />5/8' GYPSUM BOARD <br />FASTENER SCHEDULE <br />PER FASTENER <br />OR 1/2' WIGW <br />SCHEDULE <br />STRENGTH CLCk <br />BOARD <br />REFERENCE <br />T <br />STRUCTURAL <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS FO <br />PRE-'� <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE <br />r-m <br />PER ELEVATION <br />2x FASCIA PER <br />TYP <br />2x FASCIA PER <br />ELEVATIONS <br />Oy.I <br />ELEVATIONS <br />VENTED SOFFIT <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />- <br />//—WINDOW ATTACHMENT <br />PER MANUFACTURES <br />SPECIFICATIONS <br />OPECIFlCATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OL. <br />1/2' THICK 2 COAT PORTLAND <br />I/1' THICK, 2 COAT F'ORTLAND <br />8' CM U <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CEMENT PLASTER APPLIED <br />1/2' GYP. W-. BD, <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />0'-0' FIN. FLR� <br />— <br />—0'-0' FIN. FLR <br />tl <br />- ` ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />4 <br />1TH EDITION, SECTION R301.13 <br />AND 16055.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />V <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(�a11—STORY HIP <br />BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-m' <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.I.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE iV UNDERLAYMENT. <br />,nne�s ua <br />2 GAS LINE THRU BLACK <br />D l arx6 vr.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 909J.L <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 514EET SNI <br />PRE-EW- 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'-O' FIN. FLR,L <br />rY�'7_Ir <br />1. <br />ATTAC�W TO <br />AD P49t <br />• <br />► <br />♦ <br />♦♦< <br />♦%�� I <br />�!�I�TiTiTiTi!�!�!�Ti!iTi!�♦iARDLIM <br />(BYeTm <br />IMPLAC Km <br />r To <br />�. <br />JAM IMP <br />by PULP. <br />GLIDE <br />TRACK SRACKIM <br />APPROVAL RPY-k <br />�� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-0' <br />FIBERGLASS SHINGLES <br />2X4 OFF 24' OjC. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12ci NAILS AS PER FBCIR 905.1.1. <br />• EA END ROOF SHEATHING <br />THICKNESS AS PER <br />2x BLOCKING BETWEEN TRUSSES SHEET SNI. <br />PER STRUCTURAL DETAILS SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD, TRUOO ,9a�c 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RIN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR WALL SHEATHING <br />INSULATION R-VALUES THICKNESS AS PER <br />PER ELEVATION SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />Sir GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />144" STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <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 />bt2 P.T. FURRING <br />STRIPS 24' OL. <br />In' GYP. WL. BD. • Cm <br />WOOD BASE <br />J 0'-0' FIN. FLR <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 16095.1. <br />ti W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4',r-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS •4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-5078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />d <br />� <br />-q <br />m <br />�o <br />rl <br />O <br />F <br />C <br />C <br />StmDrv. de LOT <br />ABBOTT PARK <br />LOT #29 <br />BLK #9 <br />PROJECT* <br />04181.000-29092 <br />MODEL' <br />3EEB <br />"2260—ELSTON" <br />GARAGE BIFMO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />R 113 <br />s <br />mm.04/06/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />