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2X4 TOP PLATE <br />F <br />PLAN <br />F'RE-FA5 TRUSS <br />71 <br />1/2' CLG. BOARD <br />IQ' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' Or — <br />MAX <br />FIN. RR <br />2X4 WOOD <br />STUDS .24- <br />O.C. <br />SLA15 <br />C: JI- IIN <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 I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(a)TYPR INT. WALL ( NON- BRG. ) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <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 />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />5/8' GYPSUM BOARD <br />FASTENER SCHEDULE <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />STRUCTURAL <br />SEE ENERGY CODE FORMS FOR <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />1' <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />L WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />��SPECIFICATIONS <br />I I r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />g' cm CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. DIRECTLY TO MASONRY <br />0— <br />0'-0' FIN. FLR <br />a <br />n W/ WINDOW OPENING <br />es <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 1609.5.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(5)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4.I'-m UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />crax oo r.L <br />LRe <br />1 {' 1•,4 w.lRN ItJ1R OAR LN <br />•Ov <br />Vl' 6T. Y W. <br />wood RAaE <br />2 GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <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 />I/2' THICK 2 COAT—L-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRr� <br />8' cm <br />9' <br />III <br />GALV. STLEL <br />TRACK ERACK!TS <br />FASTEAD 70 <br />w2co Jxtie PER <br />�TAL <br />CIALV. Slfl b DOOR <br />NBC. <br />VERTICAL TRACK I' n <br />yTTERS <br />bo <br />or MA/!. O <br />PASTE 110 TO I <br />TRACK ERACKETS� <br />W/FRCDUCT <br />APPROVAL REG <br />3_ GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.G. 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 UPRIGHTS <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 1/2' ON SHEET 8N1. <br />HIGH 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. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. ' GMU <br />i— WOOD BASE <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ACCORDANCE WITH FBCR 2020 <br />4< ITH EDITION, SECTION R301.1.3 <br />AND 1609.5.1. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(-6--'\1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH 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 />A R C N I T E C T• <br />GrouSoLn <br />zrvi n. rtunNw rtcnunn o�v <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdealgngmupxom <br />AA #: 0003325 u. <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: 81"86-2628 <br />FAX: 813486-2802 <br />anmmia <br />EIVBDIV. de I.OT: <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT* <br />03719.001-19161 <br />MODEL. <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />