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2X4 TOP PLATE <br />R R <br />PRE -PAS TRUSS <br />W. CLG. BOARD <br />1/2- DRYWALL —t T` r <br />SECURE By — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' O,C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />OL, <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />P.ES AND WALL <br />dETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' D.C. OR, NOT <br />THAN 2x6, WHEN <br />ED NOT MORE <br />24' OZ. <br />1 TYP. INT. WALL ( NON—BRG. ) <br />D1 SCALE. 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNIDERLAYMENT <br />AS PER POOR W511 <br />ROOF SWEATHING <br />THICJOE66 AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE -ENO TRUSS TTCYAP' <br />MTL. DRIP EDGE2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />1/2- THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0•-0' FIN. FLRl <br />�— 3 5/6 <br />' OR S <br />V2' DRYWALL 3/6, TOP <br />CHANNEL C25 <br />GA.) <br />t,2' DRYWALL <br />3 5/S' OR 5 3/6' FETAL STUDS <br />24' O.G. 20 GA METAL TO BE <br />Af— <br />INSTALLED M WALLS <br />IVING UPPER/ LOWER <br />9 5/S' OR 5 <br />CABINETS AND TUB/SHOWER 25 <br />3/S' BOTTOM <br />CA METAL TO BE INSTALLED <br />C44A <br />CHANNEL fM <br />N ALL OTHER WALLA. STUDS <br />SECURED <br />TO BE SPACED 16' O.G. AT "CsA <br />C;O <br />TO TO GONG <br />FLOOR WALLS ADJACENT TO <br />FLOORW/ 3/4' <br />STAIR WELLS AND BATHROOM <br />4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />UY I/4' WOOD <br />WOOD BASEBOARD— <br />SCREW <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D 1 SCALE. 3/4'.I'-0' <br />/V GYPSUM BOA <br />OR V2' HIGH <br />STRENGTH GLG. <br />BOARD <br />SEE ENERGY CODE FORME <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />�WINDOW ATTAC 11 ENT <br />AS PER MANUFACTURESSP <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />b12 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />W WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBGR W5.1.1. <br />ROOF 81EATWM <br />TWICUIESS AS PER <br />SHEET 8NL <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 45 <br />(2) COURSE <br />1/2' THICK 2 COAT PORTLAND <br />C?MENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />21 SCALE: 3/4'-1'-0' <br />0� <br />° • ROOF SHEATHING THICKNESS IS <br />a' ENGINEERED PER ASCE 1-16 IN <br />•' ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />�TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(2)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />■.i.aw e.s u. <br />tQ <br />au�v. sr--• OVWWUP DOM <br />4TIR7VAL In& NRfIC.4. 7RK'K r.x — . <br />a GAS LINE MRU BLACK I GARAGE DOOR JAMBS <br />aCd" �' D1 SCALE: 1 1/2'=I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHAJGLES 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE UY 0) 12d NAILS AS PER POOR SM.U. <br />AS PER PBCR 905.1.1. 6 EA END ROOF SWEATHING <br />ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER <br />THICKNESS AS PER PER STRUCTURAL DETAILS SWEET SNI. <br />SWEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MA1. x PRE-�+ WD• TRUSS Ax. 2x FASCIA PER <br />ELEVATIONS o• ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHNG COW. 2x RAT RUN SECURED PER <br />THIC413NE88 AS PER STRUCTURAL DETAILS WALL SWEAT14NG <br />SWEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SWEET SNL SECURE PER <br />ON SHEET SNI P'ER ELEVATION FASTENER SCHEDULE <br />PRE -ENO. GAE51-E TRUSS 5/8, GYPSUI'1 BOARD OR 1/2' ON SWEET SINE <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU88 <br />WEEP SCREED <br />2x P.T. SECURED PER WIMP 6CREED <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4JINSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT AS PER <br />MANMUFACTURES SPECIFICATIONS <br />PENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 6 24' O.C. <br />IQ' THICK, 2 COAT V2' GYP. WL. BD. <br />PORTLAND CEMENT S' Cm <br />PLASTER APPLIED U)DOD BABE <br />DIRECTLY TO MASONRY ..'.' <br />0'-0' FN. FLR,L <br />V CMU� 0'-0' FIN. FLR <br />a. <br />a. ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />° a „ ACCORDANCE WITH FBCR 2020 <br />4 1TH EDITION, SECTION R301.13 <br />AND 1609=✓.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />ri11—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/s .r-m UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR S05.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdestgngroup.com <br />AA #: 0003325 <br />h <br />rd <br />tA <br />4 <br />ti <br />mmmoN <br />ABBOTT PARK <br />LOT #7 <br />BLK #13 <br />PllOjzcT# <br />0418 .000-07 3 <br />MODEM, <br />3EEB <br />"2260—ELSTON" <br />OAVA*Z BVMCGk <br />LEFT <br />PAGE - <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />N <br />DAT& 09/21/21 <br />SCA*.m. 1/4"=1'-0" <br />Isliow <br />D1 <br />