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PIES F�� 2X4 TOP PLATE <br />PZ Y <br />PRE-FAB TRUSS <br />in. CLG. BOARD <br />1/2' DRYWALL <br />SECURE SIT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />0'-0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />OL. <br />SLAB <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 I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(i)TYP. INT. WALL (NON -BRIG.) <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON). 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 <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />A1D raL <br />102' TWM 2 GOAT - <br />POWLAND C@8R <br />M-46MM APPLIED <br />DUMMY TO <br />MAtONW <br />GOwsR MEAD <br />S' cI U SEE <br />STMKTIRAL FOR <br />2:& P.T. WD <br />ATTAGFSD TO FILL <br />CELL AS PER <br />FwccUGT <br />APPiaoV.0 Ma <br />Bacx IR IN= <br />WEATHER STIMP <br />MXLDNG ALL <br />BOND BEAM O NOT CUT 141t F c eLs.E row e.A L!M cc <br />6ALv. MTEEL Dc <br />SOLID GROUT THE BOND 6�+P sa F�ieec Te n mm�M <br />W/ (1)- 5 BEAM <br />WO <br />(2) COURSE REBARS "O0D°� p�GTJA"BP0mt GALv.eTEEL oy <br />APNSDvdL REO. vERT10AL iRAOK F H►L BY <br />BT ""!EDE <br />FAST!D TO aDOM <br />tR.aCK BRACICM» <br />uv PISODUCT <br />APPRDVAL IgZa <br />2- PIPE THROUGH BOND BEAM 2B GAS LINE THRU BLACK r3 � GARAGE DOOR JAMBS <br />D1 SCALE:3/4'=1'-C' �D1 SCALE: 11/2':I'-0' <br />5/8' GYPSUM BOA <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />VAT' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />I'-m• PER ELEVATION <br />TYP. <br />O.H. <br />R-4.1 INSULATION ------ <br />WINDOW ATTACHMENT <br />SPECIFICATIONS <br />PER MANUFACTURES <br />SPEGIFIGATICNS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS M 24' O.C. <br />8' CMU — <br />V2' GYP. WL. BD.— <br />WOOD BASE I <br />0•-0' FIN. FLp- j a <br />"��VDDDD <br />LIE <br />a <br />n -W WINDOW OPENING <br />ti <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.I.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />4 1-STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE: 3/4•.I'-m• SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER. (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />D226 TYPE II, ASTM D 406S TYPE <br />IV, OR ASTMI D 6151 <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. <br />WITH UNDERLAYMENT SECURE W/ (2) @d NAILS <br />AS PER FBCR 905.1.E • EA END <br />ROOF SHEATHING 2. BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER PER STRUCTURAL DETAILS <br />SHEET ON]. SECURED PER <br />FASTENER SCHEDULE <br />STIFFBAGK AT ALL UPRKsHTB <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS <br />9' <br />2x FASCIA PER MAX ! PRE-ENG WD. TRU85 <br />ELEVATIONS 0. <br />F'ER ELEVATION <br />VENTED SOFFIT Ir <br />RUN RED PER <br />WALL SHEATHMCs CONT. 2x RAT N SECURED <br />THICKNESS AS PER STRUCTURAL DETAILS <br />SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR <br />FASTENER SCHEDULE INSULATION R-VALUES <br />ON SHEET SNI PER ELEVATION <br />PRE-ENG. GABLE TRUSS 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLC, BOARD <br />WEEP SCREED <br />2x P.T. SECURED STRUCTURAL DETAIL —r\T— <br />1/1' THICK 2 COAT--t— PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a EMU a <br />,a <br />n W/ WINDOW OPENING <br />r. <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS M 24. or- <br />1/2* GYP. WL. END. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <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 SNL 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 />n TYP. WALL SECTION <br />NO OPENING <br />(Ml-STORY GABLE BLOCK WALL <br />D 1 SCALE, 3/4'.1'-C' <br />cm <br />MAR 11 <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 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: 8135864628 <br />FAX: 8134UW2802 <br />SUSDIV de LoT <br />SILVERADO <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />0 7 .00 - .151 <br />HO�L E <br />2795-D <br />GARAGE SWING: <br />LEFT <br />PAGE. - <br />DETAILS <br />15 H <br />DARTS 03/02/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />D1 <br />