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IF <br />alp <br />2X4 TOP PLATE <br />98, TORS <br />V2' DRYWALL 3/S' TOP <br />CHANNEL (25 <br />7PR'=LEAS TRJBS GA.) IQ' CJ.Ca. ®04RD <br />1441 N. RONALD REAGAN BLVD. <br />C4 04M pa,4p LONGWOOD, FL 32750 <br />1R' DRYWALL y. TmKK 3 COAT w cm m PH: 407-774-6078 <br />3 9/8. ORS 3�' METAL STUDS pT�My, AM FAX: 407-774-4078 <br />NOTE:STUDSIN 24' OG. 20 GA METAL TO BE �r * ReRroRcaort www.abdesWkgroup.cwn <br />PARTITIONS SUPPORTING INSTALLED IN WALLS <br />V2' DRYWALL RECEIVING UPPER/ LCBER M4 r Tr� TO NU AA #: 0003325 <br />WALL HUNG PLUMBING CAWNETO AND TUB/SHOWER 25 3 5/S• OR 5 5' DIA. SLEEVE, caR. A6 PER <br />FIXTURES AND WALL GA METAL TO BE INSTALLED 3ra' BOTTOM <br />C44A*EL (25 CABINETS SHALL BE NOT MALL OTHER WALLS. STUDSD DO NOT GUT c GRALANTq <br />LESS THAN 2x4, WHERE TO BE SPACED 16' ALL <br />Or— AT 2ND TO GONG REBAR u <br />ACKM RM <br />FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' PIPE 2X4 WnIrr <br />OOD SPACED NOT MORE STAIR WELLS AND 15ATNROOM PAP 4 TO DNOPLATE TO SLAB aTUDs r14' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH WDOD BOND BEAM O NOT GUT Mr•rcasira.a+�sLM ooa►cOR JIU/ Wd MASONRY LESS THAN 2x6, WHERE W/ U4' WOOD SOLID GROUT THE BOND ay QI�� mNAIL • 32' 0C, SPACED NOT MORE WOOD BASEBO SCREW! W/ (1)- 45 BEAM �� �� am�» <br />MAX _ ur em IL mTHAN24' OC. (2) COURSE REBARS NOW JAM �eaALV. aTEdgy�DOM <br />��--ma T7R'b( T C Tmm <br />SLOE <br />FAWNHOP O Room <br />TRICK GRACKIM <br />FINISH FLOOR WT <br />FIL FLR APPROVAL REAL <br />1—STORY TYP. INT. WALL <br />)TYP. INT. WALL (NON—BRG.) 1A METAL STUDS (NON—BR� 2A PIPE THROUGH BOND BEAM B GAS LINE THRU BLACK s GARAGE DOOR JAMBS <br />D1 SCALE, 3/4•.I'-dV D1 SCALE, 3/4.I' C D1 SCALE: 3/4'■I'-O' ec°ti 4° D1 SCALE: 1 1/2'.i'-0' <br />h <br />w <br />g <br />n <br />o <br />O <br />t <br />q <br />4 <br />� <br />GRINi <br />L.j <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX. <br />WITH UNDERLAYMENT <br />WITH LINDERLAYMENT <br />SECURE W/ (2) 12d NAILS <br />AS PER FBCR 908.11 <br />to <br />AS PER FBCR 905.1). <br />• EA. END <br />ROOF SHEATHING <br />LU <br />FIBERGLASS SNINCAES <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER <br />2ERLAYMENT <br />f1E1ER3LA58 SHINGLES <br />AS PER FBCR 905J 1' <br />9NI <br />PER STRl1CTURAI_ DETAIL <br />SHEET SNP <br />SECURED PER <br />0 <br />WITH UNDERLAYMENT <br />ERL <br />ROOF SHEATHING <br />SHEET SECURED PER <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />_ <br />AS PER 905)1 <br />THICKNESS AS PER <br />ROOF SHEATHING <br />SHEET SNP <br />THICKNESS AS PER <br />SECURED PER <br />STIFFDACK AT ALL UPRK+HTB <br />SHEET SNL SECURED <br />5/S' GYPSUM BO <br />FASTENER 8CHEDULE <br />MTL. DRIP EDGE <br />PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />PER FASTENER <br />OR 1/2' WIG" <br />9• • <br />9• <br />SCHEDULE <br />STRENGTH CLG. <br />2x FASCIA PER MAX <br />PRE-ENG U.C. TRUSSAx. <br />2x FASCIA PER <br />BOARD <br />ELEVATIONS O. <br />ELEVATIONS <br />REFERENCE <br />STRUCTURAL <br />ELEVATION <br />VENTED SOFFIT <br />8E <br />VENTED SOFFITPER <br />0ON7 2x RAT RUN SECURED PER <br />E ENERGY CODE FORMS // <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-EN'SS WALL SHEATHING THICKNESS AS PER bTRUCTURAL DETAILS / ULALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION CODE FORMS FOR SHEET SNP SECURE PER THICIQNE88 A8 PER <br />PER ELEVATION FASTENER SCHEDULE 814EET SNI. SECURE PER <br />2x FASCIA PER TYR 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER 6GHEDULE <br />ELEVATIONS p}{. ELEVATIONS 9/8' GYPSUM BOARD OR 1/2' <br />ON SHEET SNI. <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS �SPECCIIFICATIONgACTUREB S STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4)0,ISULATICN STRUCTURAL DETAILS <br />REFERENCE WNDOW ATTACHMENT AS PER <br />STRUCTURAL MANUFACTURES SPECIFICATIONS _ <br />PERENCE <br />b12 P.T. FURRING STRUCTURAL <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING <br />1/2' THICK, T GOAT PORTL b' CHU CEMENT PLASTER APPLIED STRIPS s 24. O.G. <br />CEMENT PLASTER APPLIED I/2' GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, T GOAT IBASE BD • CMU <br />AND CEMENT <br />DIRECTLY TO MASONRY WOOD BABE � TE APPLIED jlppp <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRj — _ 0'-0' FIN. FLR 01-01 FK PLRPLR o . _ _ — 0'-0' FIK FLR <br />ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS <br />a><J13DIV tt LOT. <br />ABBOTT PARK <br />RAT #1 BLK. #14 <br />PHASE:4C <br />PROJECT# <br />04181.04C-0114 <br />WODEL <br />3EEB <br />"2260—ELSTON" <br />GARAGE S111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. <br />RR <br />a <br />a <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />9TH EDITION, SECTION R301.13 <br />AND 16095.1. <br />.a <br />A <br />ENGINEERED PER ASGE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />'ITH EDITION, SECTION R301.13 <br />AND I6095.1. <br />n W/ WINDOW OPENING <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />W/ WINDOW OPENING <br />TYP B . WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />7 <br />f <br />(2)1—STORY HIP <br />D1 SCALE: 3/4'.1'-& <br />BLOCK WALL <br />INSTALLATION OF ROOF <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />5 1—STORY <br />D1 <br />GABLE BLOCK WALL <br />OQA E, 3/4•.I'-0• <br />INSTALLATION OF ROOF <br />UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH EDITION IS 44 WHICH USES <br />2020 NTH EDITION IS 04 WHICH USES <br />DATM 10/28/21 <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE H OR ASTM D4869 TYPE III <br />6 <br />(2) TWO LAYERS OF ASTM D22PRINT <br />TYPE II OR ASTM 04869 TYPE III <br />SCALE 1/4"=1'-0" <br />OR TYPE Iv UNDERLAYMENT. <br />OR TYPE IV UNDERLAYMENT. <br />19212wr <br />D1 <br />