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2X4 TOP PLATE <br />A It N I T N C T i <br />Plgggg�� <br />PLAN 'y <br />PRE-FAB TRUSS <br />COwaR BUO <br />w• Twac: coAT r av ers <br />Vt• .L& BOARD <br />•�,=MO fmcTum Pm <br />NOTE: STUDS IN <br />Dwomy TO <br />nAlotNtr <br />MIN <br />"" °°'°I' <br />■VlOWC7[r!, <br />PARTITIONS SUPPORTING <br />5' DIA. SLEEVE, <br />DO NOT GUT <br />�+ <br />n <br />Grou Ina <br />112' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />CAMA•o� <br />7cml. <br />ONAL"''�' <br />FIXTURES AND WALL <br />PIPE <br />UTATW OTM <br />°A <br />BLVD. <br />1441LONGWOOD, FL 32750 <br />CABINETS SHALL BE NOT <br />PWWX' <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />r a.y.roxeru. <br />f° <br />FAX:0��7�78 <br />SPACED NOT MORE <br />SOLID GROUT <br />HE BOND <br />I <br />O°'v'°1t° <br />www.ebdeslgigroup.wm <br />SECURE BT. <br />2x4 WOOD <br />STUDS •24' <br />THAN 16' O.C. OR NOT <br />W/ (1)- 5 <br />_ <br />EAM <br />w•m.s •o. <br />•xo •.r <br />rim <br />W= J" Pd! <br />AA°:0009928 <br />PLATE TO BLAB <br />O'C• <br />LESS THAN 2x6, WHERE <br />l2) COURSE <br />EBARS <br />rnocu= '°`v.°'� oaoR <br />APPRovAI Rxz v°RrICAL mAcx <br />W/ N9d MASONRY <br />-- <br />a <br />SAS <br />DRAFTING BY: <br />NAIL • 32' OG <br />MAX <br />SPACED NOT MORE <br />THAN 24' O.C. <br />� 10 <br />neat DWA=M ROOM <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />BLAB <br />'ATeov Rto. <br />8439 BEAUMONT CENTER BLVD. <br />0'-O' <br />BUTTE 1004 <br />PIN. PLR <br />2— PIPE THROUGH BOND <br />BEAM <br />B GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />TAMPA, FLORIDA 93834 <br />PH:$13886.2628 <br />FAx:e19aee2802 <br />IllSCALE: <br />3/4'■I'-V' <br />'0"" '''°k <br />D1 I SCALE: 11/2'.1'-0' <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.I'-0• <br />FIBERGLABS SFIWSLEB 2X4 SPF 24' O.C. MAX <br />OVER W FELT PAPER OR SECURE W/ (2)12d NAILS <br />SYNTHETIC PRODUCT, • EA END <br />FIBERGLASS SHINGLES INSTALLED PER SECTION 2x EILOCKING BETUEEN TRUSSES FIBEII�aLASS SHINGLES <br />FIBERGLASS SHINGLES OVER 90 FELT PAPER RWS.I.I ON ' CAE, PER STRUCTURAL DETAIL <br />OVER W FELT PAPER S <br />OR SYNTHETIC OVER OW FELT PAPER OR <br />OR SYNTHETIC PRODUCT, INSTALLED SHEATHING OR �' CDX SYNTHETIC PRODUCT, <br />PRODUCT, INSTALLED PER SECTION RW511 PLYWOODFASTENER EURE PIER INSTALLED PER SECTION <br />PER SECTION KSM.1.1 ON 1, ;Dx SHEATHINGSTIFFBACK AT ALL UPRIGHTS SHEATHING OR k COX <br />OR }• cDx PLYUlOOD <br />1111111111 <br />ON J' 0.8.6. SHEATHING S/8' GYPSUM BOA SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR }' CDX PLYWOOD OR V2' HIGH I.-0' I.-0• FASTENER SCHEDULE <br />SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. <br />PRE -ENS WD.TRU88 <br />FASTENER SCHEDULE BOARD MTL. DRIP EDGE O.H. ON. MTL. DRIP EDGE <br />REFERENCE 2x FASCIA PER <br />PER ELEVAT STRUCTURAL 2x FASCIA PER PER ELEVATION <br />ELEVATIONS ELEVATIONS e <br />SEE ENERGY CODE PORMS Ft7 CONT. 2x RAT RUN SECURED PER <br />PRE' TOMSEE <br />R-VALUES PRE-' TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE MTL. DRIP EDGE REFERENCE STRUCTURAL M%. DRIP EDGE INSULATION R-VALUES, FOR <br />PER ELEVATION PRE'ENG• GABLE TRUSS PRE-ENG, GABLE TRUSS <br />I .0• WEEP SCREED JPER ELEVATION ILEEP SCREED <br />2x FASCIA PER T.rp 2x FASCIA PER <br />ELEVATIONS O,I.I. : y ELEVATIONS 2x P.T. SECURED 5/8. GYPSUM BOARD OR 1/2' 2x P.T. SECAIRED <br />R-4.1 INSULATION STRUCTURAL DETAILS STRUC UTURAL ETAS S <br />VENTED SOFFIT VENTED 80Ff1THIGH STRENGTH GLG. BOARD <br />WINDOW ATTACHMENT <br />�AS PER MArNFACTUREB <br />SPECIFICATIONS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />STRREFUCTURAL WINDOWMANUFACTURES SPECIFICATIONS PLASTER <br />APPLIED <br />PCEMENT <br />Dllu <br />DIRECTLY TO MA60NRY <br />ERENCE <br />Ix2 P.T. PURRING <br />STRUCTURAL <br />STRIPE • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />8' CrAJ <br />CEMENT PLASTER APPLIED <br />1/2' THICK 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />1/2' THICK, 2 COAT <br />1/2, YP. WL. BD. <br />CM J <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />CEMENT <br />DAPPLIED <br />WOOD BABE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />P�LABTE <br />DIRECTLY TO MASONRY <br />0'-®' FIN, FLR _ <br />_ <br />_ 0'•C' FIN. FLR <br />0'-0' FIN. PLRrI <br />_ 0'-0' FIN. FLR <br />• <br />.. <br />a <br />a <br />a <br />n W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />n W/ WINDOW OPENING <br />TYP. WALL SECTION <br />" <br />® <br />NO OPENING NOTE: <br />NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4.12 A <br />BtMDZV & LOT. <br />SILVERADO <br />LOT #1 <br />BLK 14 <br />PROJECT# <br />03719.000-01141 <br />A[ODEL: <br />2795—CAMDEN <br />GARAGE 81FMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM r5-'�l—STORY GABLE BLOCK WALL C T <br />SCALE: s/a .r-® IS REQUIRED. FOR ROOF SLOPES D SCALE, 3/4'.I'-0• ST <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />NO <br />DATE: 06/11/20 <br />SCALE: 1/4"=1'—O" <br />IliIEET <br />D1 <br />