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2X4 TOP PLATE <br />PRE-FAB TRAM <br />IR' CLCk BOARD <br />112• DRYWALL <br />SECURE ST. 8TUD8 .24' <br />PLATE TO SLAB OL. <br />W/ 10d MASONRY <br />NAIL • 32' O.C. <br />MAX 1 Ir <br />SLAB <br />PIN. FLR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />¢ES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />(a:)TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE. 3/4'•1'-0' <br />erau oo eaw. <br />ua <br />� F nc rnve row e+r ua <br />.ti WOWeua <br />,/21GAS LINE THRU BLACK <br />oaLv. e7etL �� �� <br />qq, vale7leAL 71eAOc BY 07mm <br />FAVOIE <br />ro,� <br />o To a <br />TRAAX <br />TRACK BRACIQ7a <br />F - CT <br />AIWVROYAL RlA <br />��GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-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.I1. <br />FIBERGLASS SHINGLES AS PER FBCR W5.1.1. 0 EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS SHINGLES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />AS PER FBCR 805.1.1. <br />SHEET SNI. SECURED PER SECURED PER <br />WITH UNDERLAYMENT <br />AS PER FBCR W .U. ROOF SHEATHING FASTENER SCHEDULE FASTENER SCHEDULE <br />ROOF SHEATHING THICKNE88 AS PER <br />THICKNESS AS PER SHEET STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI .SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 9/S' GYPSUM BOARD FASTENER SCHEDULE MTL. GRIP EDGE MTL. DRIP EDGE <br />SCHEDULE R IR' HIGH 9 PRE-ENG WD. TRUSS 5 A <br />S2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAX — x. ELEVATIONS <br />BOARD REFERENCE ELEVATIONS O <br />PER STRUCTURAL VENTED SOFFIT ? PER ELEVATION VENTED SOFFIT <br />If <br />SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRUSS PRE-ENG TRUSS <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL BREATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EVER R ODE FSOR1S FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />0. PER ELEVATION FASTENER SCHEDULE SHEET SNI. SECURE PER <br />2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS OA. ELEVATIONS 5/6' GYPSUM BOARD OR 1/2'ON SHEET SNI. <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER CTUREB 2x P.T. SECURED <br />SPECIFICATIONS STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS • 24' O.G. <br />IR' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING <br />1/2' THICK, 2 COAT PORTLAND S' CMU CEMENT PLASTER APPLIED STRIPS a 1/2' THICK, 2 COAT GYP• • WLBD. <br />CEMENT PLASTER APPLIED IR' GYP. WL. BD. DIRECTLY TO MASONRY WOOD BABE , CMU <br />DIRECTLY TO MASONRY <br />LPLASTER APPLIED CEMENT <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ ° ° _ 0'-0' FIN. FLR 0'-0' FIN. FLR ° a _ 0'� 0' PIN. FLR <br />4 m a• cMu � . <br />ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I -Iry IN a ENGINEERED PER ASCE 1-16 IN <br />4 ACCORDANCE WITH FBCR 2020 4 ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 4• ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />AND 1609.5.1. <br />N W/ WINDOW OPENING B TYP. WALL SECTION ti W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING NO OPENING <br />NOTE: NOTE: <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />%5�1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 6 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'.1'-0* UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'-F-V UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION 15 e4 WHICH USES 2020 TTH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE Iv UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. <br />A E C E I T E C T <br />GrouSoL� <br />+~~ LONGWOOD, fL 32750 �� V <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdealggoup.com <br />AA 8: 0003325 J <br />DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813S86-2628 <br />FAX: 813$86-2802 <br />>9UBDIV. 3e LAT: <br />SILVERADO <br />LOT #14 <br />BLK #10 <br />PROJECT# <br />03719.001-14101 <br />MODELa <br />3278—JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 KH E C <br />