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2X4 TOP PLATE <br />PER F <br />PRE -PAID TRUSS <br />In. CLG. BOARD <br />1/2' DRYWALL Tv)r <br />SECURE BT. — <br />PLATE TO SLAB <br />UV Val MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS U4' <br />o:G. <br />&LAID <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />2ES AND WALL <br />IETS SHALL BE NOT <br />THAN 2x4, WHEN <br />ED NOT MORE <br />16' O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL NON—BRG. <br />SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />UTH UNDERLAYMENT <br />AS PER FBCR 905.1.4 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TIWJBSJJ <br />MTL. DRIP EDGE J/ <br />2x FASCIA PER t -m <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />I f <br />1/1' THICK, 2 COAT PORTLA10 <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5/8' GYPSUM EK <br />OR 1/2' HKsH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM <br />SOLID GROUT <br />W/ (0- +5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />S,—,,�PIPE THROUGH BOND BEAM <br />WALE: 3/4' • 1'-0' <br />SEE ENERGY CODE FORMS <br />R-4.1 INSULATION <br />UNDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />S' cm <br />— <br />1/2* GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR,L <br />1� a <br />v. <br />.'a <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET BNI. <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 FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 16095.1. <br />B 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 />SCALE. 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION 16 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />ae d" Lm <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I1 <br />ROOF SHEATHING <br />THIC 04986 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 />THICKNE88 AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />ON 9FIEET 9NI <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />;� ♦ t•�.#4 I i!.4000Ai!i0000O�� fl <br />rOe 6ALV. #TNL— <br />�. vtlmc QL <br />"m <br />s GARAGE DOOR JAMBS <br />SCALE: 1 1/2'-1'-0' <br />.,-2X4 SPF 24' D.C. MAJC.— <br />SECURE LLV (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />.—PER STRUCTURAL DETAILS <br />—STIF46ACK AT ALL UPRKsH' <br />PER STRUCTURAL DETAILS <br />ex PRE-ENG U1D. TRUSS <br />1/2' THICK, 2 COAT—v- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FN. PLR. <br />S'CMU 4. .a.a <br />. 'a <br />CONT. 2x RAT R14 SECURED PER-J <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />.. PER ELEVATION <br />5/V GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OTC. <br />1/2' GYP. U-. 010 — <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />UTH UNDERLAYMENT <br />AS PER POOR 905JJ. <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 814EET SNI. <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />;? j <br />_ 0'-0' FIN. FLA. <br />ROOF SHEATHING THICKNESS IS <br />a .. ENGINEERED PER ASCE I-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16095.1. <br />W/ WINDOW OPENING B 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 />SCALE: 3/4'.I'.0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT, <br />7rou <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />w .ebdeelgn6YOuP.c m <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />6438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33534 <br />PH: 613-8864628 <br />FAX: S13496=2 <br />