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IF <br />e.�o-�ar�o�. 1.- 2X4 TOP PLATE <br />e <br />PRE-FAD TIMU88 <br />iR' CI.G. BOARD <br />I/2' DRYWALL ,_ e O 1 <br />jr- <br />MAX SIT I ' % O <br />W/ me Tl1De ' <br />PLATSECURE- TO GLAD ,.I'(/ <br />MASONRY <br />NAIL • 3Y OG. <br />BLAB <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 />FIN, <br />TYP. INT. WALL NON-BRG. <br />SCALE: 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND--I-"' <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR�_ <br />p/S' GYPSUM Bl <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)- e5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />,PIPE THROUGH BOND BEAM <br />SCALE: 3/4' -1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFIC.4TI" <br />STRUCTURAL <br />Ix2 P.T. FURRNG— <br />STRIPS • 24. O.C. <br />6' CMU <br />1/2' GYP. UN_. 50 - <br />WOOD BASE — <br />d e <br />91. <br />4 <br />n W/ WINDOW OPENING <br />H <br />vaomm <br />STPI CTUR& role <br />2.0 P.T. to <br />ATrACWW TOP" <br />CULL Al MM <br />AM-POVAL MdL <br />GRAL.wr . <br />6Aaale woo <br />2B GAS LINE THRU BLOCK I �� GARAGE DOOR JAMBS <br />y SCALE: 1 1/2' • 1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS BHMGLEB <br />AS PER FDCR Wb.U. <br />WITH U CeRLAYMENT <br />ROOF SHEATHING; <br />AS PER FBCR 908JU. <br />R FOCIRIS <br />THICKNESS AS PER <br />�E <br />SHEET SNL SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />—REFERENCE <br />ELEVATIONS <br />STRUCTURAL <br />VENTED SOFFIT <br />PRIE-Ews TIRJw <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />M. DRIP EDGE <br />FASTENER SCHEDULE <br />2x FASCIA PER <br />ON SHEET ON] <br />ELEVATIONS <br />PRE-ENG GABLE TRUSS <br />VENTED SOFFIT <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />IF2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY 1/2' THICK, 2 COAT. <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />10 0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />" NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />(:jZ-STORY HIP BLOCK WALL 4::122,, A (2)) LAYER UNDERLAYMENT <br />SCALE: 3/a'•r-m SYSTEM 15 REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (1) <br />LAYER UNDERLAYMENT 15 <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE II, ASTM D 486% TYPE <br />IV, OR ASTM D 615-1 <br />2X4 SPF 24' Or— MAX­­,_WIBTN UNDERLAHYMENTES <br />SECURE W/ (2)12d NAILS AS PER FBCIR 905J.1. <br />• EA. END ROOF SHEATHING <br />2x BLOCKING. BETWEEN TRUSSES THICKNESS AS PER <br />PER STRUCTURAL DETAILS SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />IAX PRE-ENG WD. TRUSS 9X 2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />MSULATION R-VALUES SHEET SNI. SECURE PER <br />PER ELEVATION FASTENER SCHEDULE <br />5/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />HIGH STRENGTH CLG. 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 />(FENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. ILL. So — <br />a, CMU <br />�— WOOD BASE <br />R FLR.� _ 0'-0' FIN. FLR <br />a <br />8' CMU c <br />O <br />W/ WINDOW OPENING TYP. WALL SECTION <br />" NO OPENING. <br />5Q1-STORY GABLE BLOCK WALL <br />SCALE, 3/4*-1'-0' <br />A N C N I T N C T 8 <br />6 <br />Grou0 <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdoWOlgroup.eom <br />AA 8: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.886.2628 <br />FAX: 613.888.2802 <br />01111111117 <br />D 02/03/21 <br />SICALM 1/4"=l'—O" <br />8*11 r <br />D1 <br />