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PER p�R 2X4 TOP PLATE A E C N I T E C T E <br />FLAN Y <br />ODR>ZR GLAD <br />PRE -FAD TRUSS <br />VY iWGIG 7 COAT <br />1/2' CLG. DOARD/I- mRTa.LD ; . °iR CTURAL role <br />DeECTLY TO 'Eerper.@•!M <br />FNIp!/eY AT P.T. LLO beS' n <br />NOTE: STUDS IN 5' DIA. SLEEVE, ceLLLASMRFu <br />PARTITIONS SUPPORTING DO NOT CUT ,� RLn Grou LLC. <br />1/1' DRYWALL WALL HUNG PLUMBING REBAR �'� a aANT" <br />FIXTURES AND WALL P1pE KER 1441 N. RONALD REAGAN I LVD. <br />CABINETS SHALL BE NOT MaLo A" LONGWOOD, FL 32T50 <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT p�Fw�eLLnLrowauLea DOOR HAROUND�J AX:407ii44--4o 8 <br />SOLID GROUT THE BOND °dL�' BRA <br />SECURE BT SPACED NOT MORE W/ 1I- BEAM TRacx AA #: 003325 com <br />2X4 WOOD w• o7P. urw eD. FmW*46 TO <br />www.abdosigngroup.com <br />TO SLAB STLOO °24• THAN I6' O.C. OR, NOT C2) COURSE - KEBABS I�oOLAee PLR � ° <br />W/ 10d MASONRY OG LESS THAN 2x6, WHERE -- APPIWvAL PLO. VERTr� TRACK °`'°�°D °O°1e <br />NAIL • 32' oC SPACED NOT MORE BY P� TO RDa, 6TO � A.B. DESIGN GROUP <br />MAXDRAFnNG BY: <br />THAN 24' O.G. W/FRDDUCT DRAFTING INC. <br />. SLAB AP�oVAL Rw. 5439 BEAUMONT CENTER BLVD. <br />0'-0' SUITE 1004 <br />FIN. FLR GARAGE DOOR JAMBS PH: 813886-2628 <br />TAMPA, FLORIDA 33634 <br />PIPE THROUGH BOND BEAM 23B GAS LINE THRU BLOCK FAX: 813-886-2802 <br />TYP. INT. WALL NON-BRG. `A SCALE:3/4'•I'-0• euU—r.tr SCALE: 11/2'-1'-0• <br />SCALE: 3/4'•1'-0' <br />FIBERGLASS SHINGLES <br />FIBEF43LAM SHINGLES 2X4 SPF 24' O.G. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 905.1.1. <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. • EA END ROOF SHEATHING <br />WITH UNDERLAYMENT ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. <br />WITH UNDERLAYMENT ROOF SHEATHING SHEET SNI. SECURED PER SECURED PER <br />AS PER FBCR 905.1.1. EATHING FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />ROOF SHEATHING THICKNESS AS PER <br />SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />BN11111113 <br />SHEET —1. SECURED 5/8, GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER ZOR 1/2' WIGW <br />1. �—PRE-ENG WD. TRUSS A1. 2x FASCIA PER <br />SCHEDULE <br />STRENGTH GLG. 2x FASCIA PER MAX x. �IJ! <br />BOARD ELEVATIONS O. ELEVATIONS <br />REFERENCE <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRUSS SEE ENERGY CODE FORME FIR PRE-ENG TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />REFERENCE STRUCTURAL SHEET SNL SECURE PER THICKNESS AS PER <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATIONEENERGY FOR <br />PER ELEVATION FASTENER SCHEDULESHEET SNI. SECURE PER <br />2x FASCIA PER TYp 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS O.H. ELEVATIONS 5/6• GYPSUM BOARD OR 1B/2' ON SHEET SNI. <br />VENTED SOFFIT R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. OARD PRE-ENG. GABLE TRU85 <br />VENTED SOFFIT VEEP SCREED <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 />ERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.C. <br />I/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. PURRING <br />S• cm <br />CEMENT PLASTER APPLIED <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/1' THICK, 2 COAT <br />1/2' Y . WL.'BD. <br />, CMU <br />CEMENT PLASTER APPLIED <br />1/2' GYP. ILL. BD. <br />P <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />\\\\ <br />DIRECTLY TO MASONRY <br />0'-0• FIN. FLR <br />— ° <br />— 0'-C' FIN. FLR <br />0'-0' FIN. PLR ,L <br />° <br />_ 0'-C' FIN. FLR <br />• <br />• • <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ENGINEERED PER ASCE 1-16 IN <br />a <br />ACCORDANCE WITH FBCR 2020 <br />, <br />ACCORDANCE WITH FBCR 2020 <br />lTH EDITION, SECTION R301.13 <br />1TH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />AND 1609.5.1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />-A <br />B <br />NO OPENING <br />NO OPENING <br />NOTE_ <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />BLTHDIV. Se LOT: <br />SILVERADO <br />LOT #1 <br />BLK #10 <br />PROJECT# <br />03719.001-01101 <br />MODEL.• <br />2368-DESTIN <br />GARAGE STrING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP,B <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'•I'-0• UNDERLAYMENT IN ACCORDANCE SCALE: 3/4'•1'.0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 lTH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />A <br />AR 937 <br />DATE: 08/17/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />