Laserfiche WebLink
2X4 TOP PLATE <br />IfER <br />PRE-FAB TRUSS <br />I!!' CLG. BOARD <br />1/2' DRYWALL ---- T'PY <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL a 32' O.C. <br />MAX <br />0,-C. <br />FIN. FLR <br />2X4 WOOD <br />STUDS e24' <br />O.C. <br />SLAB <br />TIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />LETS SHALL 5E NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.G. <br />TYP. INT. WALL ( NON- BRG. ) <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F5CR 805.I <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICr, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />•-• 3 5/8' OR 5 <br />1/2' DRYWALL <br />3/8' TOP <br />C4IANJEL (25 <br />GA,1 <br />cowaR BEAD <br />w' THICK 2 <br />PORiLAND Cm1m1T <br />PLASTmt ARM= <br />STIMCAFF" URAL FOR <br />REPPO1URAL F f <br />1/2' DRYWALL <br />COMMIT TO <br />�� <br />3 B/B• OR 5 3/8' METAL STUDS <br />ATTACHEDD TO Flu <br />24' OG. 20 GA METAL TO BE <br />CEO MR <br />INSTALLED IN WALLS <br />SEALANT �L �• <br />RECEIVING UPPER/ LOWER <br />3 8,B' ORS <br />crux AND eeAL <br />SEALANT <br />CABINETS AND TUB/SHOWER 25 <br />3/B' BOTTOM <br />ieoo <br />GA METAL TO BE INSTALLED <br />CHNS' <br />oeATWR STRIP <br />IN ALL OTHER WALLS. STUDS <br />SECURED <br />L <br />LTas <br />MOULD n ALL <br />TO BE SPACED IW O.C. AT 2NO <br />T� C <br />► a.en�laeeu ua <br />AAA (MY <br />ANLPJ <br />FLOOR WALLS ADJACENT TO <br />FLO <br />OR W/ 3/4' FLOOR <br />av <br />�'V' eTem. <br />STAIR WELL8 AND 15ATWROC'1 <br />PAP t TO <br />y' erP• W. <br />FAsrireD TOVWALLS <br />W/ TILE FINISHWOOD <br />FLOOR <br />rp'0D ann <br />uom JAM MR <br />W/ 1/4' WOOD <br />PRCDUCr oALV.eteeL— <br />VAL RB1 TRACK <br />APPROVAL <br />BY �Doae <br />OD <br />WOBASEBOARD <br />SCREW <br />BVMM�• <br />FAmm p. ro roE <br />TRACK DRACKETe m <br />W/ rlto=r <br />�1141.00R <br />APPROVAL RFA <br />1-STORY TYP. <br />INT. WALL <br />2 GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />erx..N'•P-tl <br />D1 SCALE: 1 <br />1A METAL STUDS <br />(NON-BRG.) <br />D 1 SCALE. 9/4' • I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER PBCR 905.1.1. <br />AS PER PBCR 908.1.1. a EA. END ROOF SHEATHING <br />FIBERGLASS SHINGLES ROOF SHEATHING THICKNESS AS PER <br />WITH UNDERLAYMENT THIGlWESS AS PER 2x SLOCIGING EiE1UlEEN TRUSSES <br />AS PER FBGR 905.I.I. SHEET SNL SECURED PER PER STRUCTURAL DETAILSzz— SHEET D <br />ROOF SHEATHING FASTENER SCHEDULE SECURED PER <br />FASTENER SCHEDULE <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER STIFFBACK AT ALL UF'RKaHTB <br />5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />OR 1/2' HIGH 9' 9' <br />STRENGTH CLG. 2x FASCIA PER MAX—PRE-ENG WD• TRUSS AX 2x FASCIA PER <br />�A� —REFERENCE ELEVATIONS O• ELEVATIONS <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />4SEE ENERGY CODE FORMS FOR WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES PRE- ENG TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />PER ELEVATION MTL. DRIP EDGE FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />TYP ON SHEET ON] PER ELEVATION FASTENER SCHEDULE <br />TYP. 2x FASCIA PER <br />O.H. ELEVATIONS S/8' GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT WEEP SCREED <br />SPECIFICATIONS <br />MANUFACTURESAAI STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />-•-RT�REu� I WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING N. <br />STRIPS • 24' O.C. <br />I/2' THICK 2 COAT PORTLAND <br />e' CMU E+ Ell CEMENT PLASTER APPLIED <br />1/2' GYP. ILL. BD. � _ _H DIRECTLY TO MASONRY <br />WOOD BASE <br />0'-0' FIN. FLR— <br />a <br />n W/ WINDOW OPENING <br />ti <br />,k W-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH F5CR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />B TWALL SECTION NOTE: <br />METHOD TO 5E USED FOR THE <br />5 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />p� SCALE: 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE <br />WITH FECR S05.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Ix2 P.T. FURRING <br />STRIPS a 24. O.G. <br />1/2' THICK, 2 COAT <br />1/2' GYP. WL. BD. <br />PORTLAND CEMENT <br />WOOD DARE <br />,CMU <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />W-0' FIN. FLR <br />° <br />G <br />— 0'-0' FIN. FLR <br />B' CMU <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FEICR 2020 <br />a <br />1TH EDITION, SECTION R301.13 <br />AND I(POSS.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />�1-STORY GABLE BLOCK WALL -STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4',I.-0' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR S05.I11 OF THE F5CR <br />2020 1TH 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. OR <br />1 N. RONALD REAGAN 81 <br />LONGWOOD, FL32760 <br />PH: 407-774-W78 <br />FAX: 407-7744078 <br />www.abdesigngroup.eom <br />AA #: 0003325 <br />� <br />� <br />r <br />SEE <br />SLTEDIV. Be LOT <br />ABBOTT PARK <br />LOT #20 <br />BLK #11 <br />PROJECT# <br />04181.000-20111 <br />MODEL: <br />4EAB <br />"1672- ARIA° <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />