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2X4 TOP PLATE <br />PRE-FAS TRUSS <br />V2' a G. BOARD <br />V2' DRYWALL —,— TVY' <br />SECURE St. STUDS .24' <br />PLATE TO SL.46 OG <br />UV I0d MASONRY <br />NAIL . 32' Cr- <br />MAX <br />FIN. PLR <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.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' OZ. <br />TYP. INT. WALL NON-BRG. <br />D� SCALE: 3/4'.P-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHING <br />THICIQ.ESS AS PER <br />SHEET SNLSECURED <br />PER FASTENER <br />SCHEDULE 00 <br />PRE-ENG TRUSS <br />MIL. DRIP EDGE <br />2x FASCIA PER I -0 <br />TMP' <br />ELEVATIONS ON. <br />VENTED SOFFIT <br />I f <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/S' GYPSUM 5< <br />OR 1/2' NIGH <br />STRENGTH CA -a <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 45 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'.I'-0' <br />ENERGY CODE FORME <br />ATION R-VALUES <br />'RENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />R!EFERENGE <br />STRUCTURAL <br />bc2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. 130 - <br />U100D BASE — <br />0'-0- FIN. FLRJI, <br />a <br />n W/ WINDOW OPENING <br />a <br />FIBERGLASS SHBJGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.11 <br />ROOF SHEATHING <br />T14ICI04EGS AS PER <br />SWEET SM. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUES <br />MTL. DRIP EOGE <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. RR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE l-IB IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />TYP. WALL SECTION <br />j' NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(K)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE <br />1 WITH FBCR 905.1.1.1 OF THE FSCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />..,. i.,4......1....1...X-MAI <br />`0resaA0 DOOR <br />AFPRwAL 11 M K:AL TR�x'. P DT OTIlRA <br />eY MAP. <br />FMTENW TO moon <br />TRA= aML7Q7! <br />av F1eoc= <br />APPRWVAL Wa <br />2B GAS LINE THRU BLOCK aeAuu I 3 GARAGE DOOR JAMBS <br />-.,— D1 SCALE: I1/2'•I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYI'ENT <br />WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER F5CR 905.1.E <br />AS PER FBCR 905J1 • EA END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING CETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SWEET SNL <br />SHEET SNL SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX—PIQE-ENG WD. TMSS AX 2x FASCIA PER <br />ELEVATIONS O ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICIGIESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORME FOR THICIO�ESS AS PER <br />FASTENER SC44EDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />ON SWEET SNI PER ELEVATION FASTENER SGNFAULE <br />PRE-ENGABLE TRUSS 5/S' GYP&1M BOARD OR 1/2' ON SHEET SNL <br />G. <br />HIGH STRENGTH CA.& BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACWFENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RENGE <br />STRUCTURAL <br />x2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2' THICK 2 COAT 1`12' GYP. WL. 5D. <br />PORTLANO CEMENT a, cm <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR 0'-0' FIN. FLR <br />8' cm <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE I-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />a ITH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n 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'.P-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.I.LI OF THE FBCR <br />2020 -ITI4 EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04069 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A N C N I T E C T S <br />6 <br />Groin <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngmup.eom <br />L AA 9: 0003325 J <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: 813ZW2628 <br />FAX 813406-2902 <br />8173DIV. Uk LOT: <br />SILVERADO <br />LOT# 1 <br />BLK# 16 <br />PROJECTAI <br />03719.000-01161 <br />MODEL.• <br />2795-CAMDEN <br />GARAGE 61TWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />all <br />rPxu.a 03/24/21 <br />DATE. <br />SCALE: 1/4"=l'-O" <br />SKEET <br />D1 <br />