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pEg_PLF_ 2X4 TOP PLATE <br />PLAN <br />PRE -FAD TRUSS <br />IR' GLG. DOARD <br />IR' DRYWALL <br />SECURE DT. - <br />PLATE TO SLAD <br />W/ 10d MASONRY <br />NAIL • 32. OIC. <br />MAX <br />PIN. FLR <br />2X4 WOOD <br />STUDS •24. <br />oz. <br />NOTE: STUDS 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 />1 TYP. INT. WALL (NON-BRG.) <br />D 1 SCALE: 3/4' •1'-0' <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ C U- "5 <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'-1'-0' <br />STFLICTURAL <br />RZINFORCeMENr <br />♦�i �� pi•b.�JJ�`�J•4••�i��� ipiloclICT <br />ATtA04W TO PILL <br />APPROVAL R5Q <br />u= <br />►� i O0MACIOR <br />■,■�rIC"W. <br />ALL <br />=I <br />►'it��Zi�i�!!�!I�!�!�T�T�T�T�?•?�TiTl�,F•?DiAPICU�V <br />(BY <br />TRAM DRACK" <br />To <br />,IIf1l"Tow <br />PROIXICT ST00 <br />OVERHEAD DOOR <br />"OTO&D TO <br />Room <br />TRACK DRACKE <br />ffw� <br />AM-ROVAL. R§a <br />2B GAS LINE THRU BLOCK/ 3 GARAGE DOOR JAMBS <br />°C'1Qi�'. D1 SCALE:I <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />AS PER FBCR 905.1.1. • EA END ROOF SHEATHING <br />FIBERGLASS SHINGLES ROOF SHEATHING <br />THICKNE58 A5 PER <br />WITH PER <br />FBCR <br />2x BLOCKING BETWEEN TRUSSES SHEET 8NI. <br />A9 PER FEiCR 905.1.1. PER STRUCTURAL DETAILS SECURED PER <br />FIBERGLASS SHINGLES THICIQJE AS PER <br />WITH UNDERLAYM . T SHEET SNI. SECURED PER <br />AS PER FBCR 905.1.1. ROOF SHEATHING FASTENER SCHEDULE <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />THICKNESS AS PER SHEET D STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE SR EN HIGH 5' - 9' 2x FASCIA PER <br />STRENGTH GLG. 2x FASCIA PER Max I Ax. <br />BOARD REFERENCE ELEVATIONS o. ELEVATIONS <br />T STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />SEE ENERGY CODE 10116 FOR WALL SHEATHING 77 STRUCTURAL DETAILS <br />PRE-ENG TRU99 PRE-ENG TRU89 <br />INSULATION R-VALUES THICKNESS AS PER WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE IEEE ENERGY <br />WOE <br />FOR <br />SWEET SNI. SECURE PER THICKNESS AS PER <br />PER ELEVATION FASTENER SCHEDULE SHEET SNI, SECURE PER <br />2x FASCIA PER n-p 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS TRUSS ON SHEET SNI. <br />o,H. � �4 ELEVATIONS 5/8' GYPSUM BOARD OR I/2' <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT PRE-ENG WEEPLBGI�ED <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRI88 <br />WINDOW ATTACHMENT WEEP SCREED <br />�AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE WINDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS • 24' O.C. Ix2 P.T. FURRING <br />1/2' THICK, 2 COAT PORTLAND <br />STRIPS I/i' THICK, 2 GOAT PORTLAND Or- <br />8' CMU CEMENT PLASTER APPLIED I!!' THICK, 2 COATGYP•WL.'BD. <br />CEMENT PLASTER APPLIED I/1' GYP. WL. BD, PORTLAND CEMENT <br />DIRECTLY TO MASONRY , CMU <br />DIRECTLY TO MASONRY PLASTER APPLIED WOOD BASE <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ • ° _ �, 0'-0' FIN, FLR 0'-0' FIN. FLR_ L • _ 0'-0' FIN, FLR <br />8, CMu <br />v ROOF SHEATHING THICKNESS IS ROOF " SH ATHING THICKNESS IS <br />R E <br />;' ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 , ACCORDANCE WITH FBCR 2020 <br />a 1TH EDITION, SECTION R301.13 a 1TH EDITION, SECTION R301.13 <br />AND 16095.1. AND 16013B.1. <br />W/ WINDOW OPENING u- <br />TYP WALL SECTION W/ WINDOW OPENINGTYP. WALL <br />NO OPENING /1 NO OPENING SECTION <br />NOTE: NOTE: <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />(�4)1-STORY HIP BLOCK WALL INSTALLATION OF ROOFr5__'�1-STORY GABLE BLOCK WALLLE: SCALE, 3/4'•i'-0' INSTALLATION OF ROOF <br />1 SCALE: 3/4*-1'-0' UNDERLAYMENT IN ACCORDANCE UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR p� <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A N C N I T N C T N <br />GrouP� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4076 <br />W W WAbdesigngroup.mm <br />AA #: 0003325 <br />DRAFTING BY: <br />A.S. DESIGN GR]B.LV-D. <br />DRAFTING IN <br />[5439 BEAUMONT CENTESUITE 1004 <br />TAMPA, FLORIDA 33PH: 813686262FAX: 813-886-280 <br />aysaiv. eo ml" <br />SILVERADO <br />LOT #7 <br />BLK #16 <br />PROJECT# <br />03719.001-07161 <br />1[CDEL' <br />2795— D <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH <br />ft-17 <br />DATE 06/09/21 <br />SCALE: 1/4"=1'—O" <br />OHEET <br />D1 <br />