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eye `'fie 1 2X4 TOP PLATE <br />.°+'r Y <br />PRE -FAD TRUSS <br />I!!' CLG. BOARD <br />1/2' DRYWALL <br />SEOJRE BT. — <br />PLATE TO SLAB <br />W/ WDd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FM. FLR <br />2X4 WOOD <br />STUDS 624. <br />or — <br />SLAB <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.G. <br />QTYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE, 3/4'.1'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSSJ/ <br />I� <br />MTL. DRIP EDGE J <br />2x FASCIA PER -m. <br />ELEVATIONS TYP. <br />O.H. <br />VENTED SOFFIT <br />I h <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FM. FLR._ <br />5/8' GYPSUM 5 <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/ (I)- s <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 />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />a, CMU <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER 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 />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />'1TH EDITION, SECTION R301.13 <br />AND 160TIB.1. <br />n TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR SHE <br />4 1-STORY HIP BLOCK WALL INSTALLATION of ROOF <br />D1 SCALE: 3/4'.1'-V' 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 If OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />rcmum <br />g;ft7-\ <br />STAL4CTURAL FOR <br />CELL Ab FM <br />PRODUCT <br />APPROVAL. ROM <br />8ACKMR ROD <br />AROUND (my <br />cm <br />Ts <br />-IF <br />WOOD MAN <br />U1000 JAMS PER <br />TRACK ORACKM <br />S • <br />© • R 'JAMBS <br />RGLASS SHINGL <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENTES <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />AS PER FBCR 905.U. • EA. END ROOF SHEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SHEET 15M. <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 PRE-ENG WD. TRUSS Ax 2x FASCIA PER <br />ELEVATIONS O. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR <br />SHEET 8NL SECURE PER THICKNESS A8 PER <br />FASTENER SCHEDULE INSULATION ELEVATION SHEET SNI. SECURE PER <br />ON SWEET SNI PER EELEVAOFASTENER SCHEDULE <br />PRE-ENG. GABLE TRUSS 5/&' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />2x P.T. SECURED PER WEEP SCREED <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />MANUFACTURES SPECIFIADOW ATTACHMENT ASTITIONS <br />1/2' THICK, 2 COAT-1-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-O' FIN. FLR <br />e' C N <br />STRUCTURAL <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. - <br />WOOD BASE— <br />CMU <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE '1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />a, 1TH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING t-.-\ TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />5Q1-STORY GABLE BLOCK WALL METHOD TBE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 SCALE s/a'.r-®' 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 D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />A A C N IT L C T 8 <br />G ero i In <br />I—X N. KUNALU KLAUAN tlLVU. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />Wwwbrop.com <br />5 <br />m <br />11 <br />MEN <br />h <br />rq <br />0 <br />ILI <br />I <br />I <br />SUDDIV. & LOT <br />SILVERADO <br />LOT# 3 <br />BLK 16 <br />PROJECT# <br />03719.001-03161 <br />MODEL <br />"2558-HAWTHORNE" <br />GARAGE SMIIJG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 XRH EXP. B <br />i oljA I <br />DRINT <br />A 06/10/21 <br />sCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />