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ppEERR pp��RR 2X4 TOP PLATE <br />PLC <br />7 '� "Y PRE -PAS TRUSS <br />II CLG. BOARD <br />_ I/2' DRYWALL <br />SECURE BY — <br />PLATE TO SLAB <br />W/ 10d <br />NAIL 32' O.C.MASONRY <br />MAX <br />FIIIL FLR <br />2X4 WOOD <br />STUDS e24' <br />o_ <br />SLAB <br />ryV I C: 01 UVv 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 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(I)TYP. INT. WALL ( NON— BRG. ) <br />SCALE: 3/4'-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 905A. <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 />I1-0. <br />TYP. <br />O.H. <br />5/8' GYPSUM Ef <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM <br />SOLID GROUT <br />W/ (1)- '5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />SCALE: 3/4' - I'-O' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />---R-4.1INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />I: SPECIFICATIONS <br />r <br />I /REFERENCE <br />, / STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />0'-0' FIN. FLR1 — <br />m <br />n W/ WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <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 />ELEVATION$ <br />VENTED SOFFIT <br />IR' 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 />*lTH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n 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'.I'-C' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />:v[ RiR ens L!e <br />001041111t DEAD <br />FOR <br />II&TIFNICTIAVAL <br />CELL AS PER <br />rw4r.) <br />PRDOYfR eALV. aTEEL *—aAMEAD DOOR <br />APPROVAL REI VlRTICAL TRACK 1' eY OT ERe <br />eY l MA. SLIDE <br />/AOTOND TO SLIDE <br />TRAM ORADKl10 <br />OM <br />W/ PRODUDT <br />APPROVAL Ira <br />28 GAS LINE THRU BLOCK r3'� GARAGE DOOR JAMBS <br />_ .— SCALE: 1 1/2'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR 805.1.1. <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 />1/2' THICK, 2 COAT-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLP-0 <br />8' CMU <br />—2X4 SPF 24' O.G. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />cx PRE-ENG WD. TRUSS <br />CONT. 2x RAT RLIN SECURED PER-/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <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. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBI 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 />Ril <br />0'-0' FIN. FILM <br />L-4 <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />" NO OPENING <br />NOTE: <br />r5�1—STORY GABLE BLOCK WALL METHOD BE USED FOR THE <br />INSTALLATION OF ROOF <br />SCALE: 3/4'.I'-V' 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 D4669 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A R 6 N I T 16 T i <br />6 <br />Gr upo- . <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .abdsaigngroupxom <br />AA S: 0003325 <br />10 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134886.2628 <br />IIIN FAX: 813-8862802 <br />9UBDIV. & Lo <br />SILVERADO <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />03719.00 -15102 <br />MODEL: <br />236 — <br />OARAOE 191/111/ <br />PAGE: <br />DETAILS <br />150 JLPH Ey. B <br />YlilJNW '] 09 21 <br />DATE <br />EICAL.E: 1/4"=l'-0° <br />SHEET <br />D1 <br />