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2X4 TOP PLATE <br />PRE -FAD TRU88 <br />1/2' 0-C.BOARD <br />IQ' DRYWALL T')Y <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 1®d MASONRY <br />NAIL <br />MAX <br />FM FLR <br />2X4 WOOD <br />STUDS 024. <br />or_ <br />yIC: OIUL.4V IN <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 I&' O.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(a)TYP. INT. WALL (NON- BRG. ) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENS 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 />1'-0• <br />TYP. <br />O.H. <br />5/8' GYPSUM BC <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />PIA. SLEEVE, <br />D NOT CUT <br />BOND BEAM <br />SOLID GROU1 <br />W/ (1)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />21 SCALE:3/4'=I'-0' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />.RENCE STRUCTURAL <br />ELEVATION <br />'--R-4.1 INSULATION <br />WINDOW ATTAC4'1ENT <br />AS __"'_SPECIFICATIONS <br />MANUFACTURES <br />I—/ SPECIFICATIONS <br />i r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.G. <br />8' CMu <br />U2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR. � <br />. u <br />n W/ WINDOW OPENING <br />rl <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 FEICR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />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 />D1 SCALE: 3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0466S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />axle Gnu ue <br />m. <br />2B GAS LINE THRU BLOCK _ <br />Dt �cau, •.r.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.11 <br />ROOF SHEATHING <br />THICKNE88 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 />P'RE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT-y' <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMU <br />I <br />.1UO■f <br />- <br />RE <br />WOOD JAM PER <br />roock T GALV. STEEL OVEREAD DOOR <br />APPIgVJY. REfi DYf7Y% Tex r MN BY OTUM <br />FAOTE!!D TO BLtm <br />TIUV:x altACKWM ROOT" <br />Um PRo=T <br />APPROVAL P M <br />K_3"� GARAGE DOOR JAMBS <br />D1 SCALE: <br />_2X4 SPF 24' OJC. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS — <br />I Y Ff—STIFFBACK AT ALL UPRIGH <br />�f��iL PER STRUCTURAL DETAILS <br />Ax PRE-ENG WD.TRUSS — <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/6' GYP819'1 BOARD OR 1/2' <br />NIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC 41ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. ISO - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160c5.1. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />r5'�1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'-I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TW EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngToup.com <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813686-2628 <br />FAX: 813-886-2802 <br />f <br />EEE� <br />SLTHDIV. Sc LOT: <br />SILVERADO <br />LOT# 11 <br />BLK# 16 <br />PROJECT* <br />719. 0- 116 <br />1fODEL' <br />2795-CAMDEN" <br />GARAGE 93TrMG: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH ExPA B <br />DP � 05/13/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />