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PER vr���1_ 2X4 TOP PLATE _ --- <br />PLAR Y <br />PRE -FAD TRUSS <br />V!' CLG. BOARD <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS •24' <br />O.C. <br />BLAB <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 T <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 />5/8, GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 5/8, OR 5 <br />I/2' DRYWALL <br />3/8' TOP <br />CHANNEL (25 <br />GAJ <br />1/2' DRYWALL <br />3 5/8' OR 5 3/8' METAL STUDS <br />24' OGG . 20 A METAL TO DE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5re. OR 5 <br />CA15INETS AND TUD/BWOWER 25 <br />3/8. BOTTOM <br />GA METAL TO DE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA.) SECURED <br />TO 15E SPACED 16' O.G. AT 2ND <br />TO C0NC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND 15ATHRDCM <br />Peep 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <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' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />W/ WINDOW OPENING <br />ti <br />W/ 1/4' WOOD <br />SCREW <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />(q)METAL STUDS (NON—BRG.) <br />D 1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <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 />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 16011.5.1. <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 />QV <br />SCALE: 3/4'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE It OR ASTM D4865 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />OLN <br />PK MIM 1 GAO LN <br />av <br />aT. W_ W. <br />roe BAY <br />2B GAS IdNE THRU BLACK <br />.'-•. w•.r-r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9D5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL 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 COATJ <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />B' CMU <br />S' <br />GALV. e1cLL -• �15'r0" AD DOOR <br />ReR reRTlu� TRAcx I nN Dr antRe <br />8r m". <br />PASTIMM TO POOH <br />TRAM NAACaro <br />w PRODUCT <br />APPROVAL ICO. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRKsHTB <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS Ax. 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/8' GYPSUM BOARD OR 1/2ON SWEET SNI. <br />HIGIH 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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRMG <br />STRIPS • 24' OIC. <br />1/2' GYP. WL. BD. 8, CNAI <br />�— WOOD BASE <br />J, 0'-0' FIN. FLR <br />a <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 <br />AND 1605B.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />n D NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(5"�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4-0-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR 505.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4865 TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />b <br />C <br />6 <br />munDIV. de LOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #7 <br />PROJECT* <br />04181.000-29071 <br />MODELc <br />4EBB <br />"1828—CALI" <br />GARAGE BY/YNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 PH E . C <br />