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2X4 TOP PLATE <br />PRE -FAD TRW"IQ' GLG. HOARD <br />1/2' DRYWALL --�— lit' <br />SECURE SIT. — <br />PLATE TO SLAB <br />W/ and MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN, PLR <br />*24' <br />SLAB <br />*IUWt) 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 W O.C. OR, NOT <br />LESS THAN 2W WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON-BRG. <br />DV SCALE, 3/4'.i'-dV <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS. U. <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 />P-0' <br />TYP. <br />O.H. <br />Sm. GYPSUM Kit <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />r—/ SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND 8' Cm <br />CEMENT PLASTER APPLIED 1/2' GYP. ILL. BD. <br />— <br />DIRECTLY TO MASONRY WOOD BASE <br />0'-0' FIN. FLRj — <br />1 e <br />a <br />v. <br />.a <br />° 4 <br />n W/ WINDOW OPENING <br />ti <br />S' DIA SLRRVE, <br />DO NOT CUT <br />PE <br />DOPD DRAM NOT CUT <br />SOLID ddlOUT no DOtO <br />& (1} % OEM <br />a)om~ REBARS <br />A PIPE THROUGH BOND BEAM <br />SC.ALl. 3/4'0-41• <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR WS.1.1. <br />ROOF SHEATHING <br />THICKNE66 AS PER <br />SWEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />o'-o' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING km --- <br />PER SECTION FBCR W5.1.1 - FOR <br />5 1-STORY HIP BLOCK WALL 4R122,, A (2)) LAYER UNDERLAYMENT <br />1 SCALE. 3/4'.ISCALE. -o� SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER lU <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE 11, ASTM D 486S TYPE <br />IV, OR ASTM D 6151 <br />2 COAT <br />Pam <br />GTIMICTLN"I. <br />DMWTL.T TO <br />poolocomm <br />ATTACWW TOFU <br />am <br />'�1= <br />0 �• i ii <br />�O.i,��■p00MOLLOM <br />- <br />ALL <br />�t <br />_ <br />PMT� TO <br />PA6706D TO mom <br />- <br />m • <br />© �'� 1��' <br />JAMBS <br />�� <br />i <br />FIBERGLASS 814MGLES 2X4 SPF 24' Or— . MAX <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS <br />AS PER PBCR 9s 51.1. • EA. END <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET SNLSECURED PER <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRK4HTB <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' <br />2x FASCIA PER MAX PRE-ENG WD. TRU88 <br />ELEVATIONS O• <br />VENTED SOFFIT PER ELEVATION <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET ON. SECURE PER SEE ENERGY CODE FORM FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />PRE-ENG. GABLE TRUSS S/S' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />WEEP SCREED <br />2x P.T. SECURED <br />STRUCTURAL DETIAIILS —r <br />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR <br />6 cm a <br />. C <br />W/ WINDOW OPENING <br />H <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPE • 24' O.C. <br />1/2, GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLAS6 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PISCR '3o6U.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />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-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />o'-o' FIN. PLR <br />n TYP. WALL SECTION <br />a NO OPENING <br />�1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.I'-V' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7144078 <br />www.abdosigngroup.com <br />L AA N: 0003325 J <br />E <br />�us <br />e <br />suaDIV. ae LOT: <br />ABBOTT PARK <br />LOT #38 <br />BLK #12 <br />PROJECT* <br />04181.000-38121 <br />1[ODELe <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />15 <br />DA M 02/05/21 <br />8CAL.E: 1/4"=1'-0" <br />a*== <br />D1 <br />