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_ 2X4 TOP PLATE <br />egS F <br />PL <br />PRE -PAIS TRUSS <br />1/2, CLG. BOARD <br />In' DRYWALL <br />SECURE ST. F <br />\ 8TUD5 -24' <br />PLATETOSLW/10dMASOO.G. <br />NAIL 32' O <br />MAX <br />SLAB <br />0'-0. <br />FIN. FLR <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(:��TYP. INT. WALL ( NON- BRG. ) <br />SCALE: 3/4*-1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />s <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER TYP <br />I -0 <br />O.H. <br />ELEVATIONS <br />_ O.H. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ —EL° <br />m <br />518, GYPSUM Bk <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)- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />S,-,,�PIPE THROUGH BOND BEAM <br />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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />8' CMU <br />1/2, GYP. WL. BD. - <br />WOOD BASE — <br />n W/ WINDOW OPENING <br />—1 <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS 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' FM. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160TIB.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'.P-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBGR W5.1.1.1 OF THE FBGR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />CO"Pt MAD <br />ATTA0410 TO FILL <br />CELL A* RE <br />►i 4i�'?SEALAIlff <br />'►_A� <br />MOULOM AL <br />_ <br />AAA I i4i�i�iTiTiTi�iliTi�i!�7i�i4i <br />APOMM (BY <br />TRAM SmAcrm" <br />- <br />PA&n-hw To <br />,5I <br />'.ffm <br />T PM <br />avefteloo DOOR <br />2B GAS LINE THRU BLOCK k�' -''rI 3 GARAGE DOOR JAMBS <br />am SCALE: <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SCS.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 -ENS. 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. FLRrL <br />8CMU <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />SECURE W/ (2) 12d NAILS AS PER FBCR W5.1.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS 814EET ON]. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />Ax PRE-ENG WD. TRU88 Ax 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RJINSECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/0' GYPSUM BOARD OR 1/2' ON SHEET SNL <br />HIGH STRENGTH Q.G. BOARD PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. BD. - <br />WOOD BASE— <br />RMT <br />0'-O' FIN. FILM <br />c <br />" ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />4'° 1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />B 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'.1'-O' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. HUNAW HLAUAN t5LVU. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />Www.abdesigngroupxom <br />AA #: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886-2628 <br />FAX: 813-886-2802 <br />