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g_ 2X4 TOP PLATE <br />FRE-PAS TIM" <br />In' CLG. BOARD <br />10' DRYWALL �� TV)r <br />SECURE MIT. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />FUN. FLR <br />2X4 WOOD <br />STUDS, 024' <br />or_ <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />a)TYP. INT. WALL (NON-BRG.) <br />D1 SCALE, 3/4'.P-0 <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.LL <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SWEET SNL SECURED <br />PER FASTENER <br />SCWEiDULE <br />PRE-ENG TRUm <br />MTL. DRIP EDGE J <br />2x FASCIA PER I -R <br />TYP. <br />ELEVATIO N <br />ON. <br />u3 j1�.7:JYi <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR <br />3 5/6' OR 5 <br />V2' DRYWALL <br />"I TOP <br />C 4ANJEL (25 <br />GA.) <br />10' DRYW LL.L <br />3 5/8' OR S, 3JV METAL STUDS <br />24' O.C. 20 GA METAL TO BE <br />NSTALLED INWALL6 T <br />RECEIVING UPPER) LOWER <br />3 S/S' OR 5 <br />CABINETS AND TUD/SHOUER 25 <br />3/Y BOTTOM <br />" METAL TO BE NS,TALLED <br />C4ANNEL(25 <br />N ALL OT1 ER WALLS. STUDS, <br />GA) SECURED <br />fv— <br />TO BE SPACED 16' = AT 2ND <br />TO GONG <br />FLOOR WALL8 ADJACENT TO <br />FLOOR WV 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W! TILE FIN18H <br />0/6' GYPSUM Bo <br />I/2 OR ' HIGH <br />STRENGTH CLG. <br />BOARD <br />o0 FLooR <br />W/ V4' WOOD <br />SCREW <br />—FHIM4 FLOOR <br />1-STORY TYP. INT. WALL <br />1A METAL STUDS NON-BRG. <br />D1 6CALE, 3/4'.P-o' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />M�,kftlt ELEVATION <br />R-4.1INSULATION <br />�WINDOW ATTACHMENT <br />PER MANUFACTURE SP R <br />8F 'EGS+ICATION <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRMG —� <br />STRIPS • 24' O.C. <br />8' cm� <br />.', 1/2' GYP. WL. BD ------------ I <br />WOOD BASE — <br />a <br />y, v. <br />u 41 <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR WD.LI. <br />ROOF 6HEATHNG <br />THICKNESS AS PER <br />SHEET 8NL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION8 <br />VENTED SOFFIT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 05 <br />(2) COURSE <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT 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 />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'■P-0' <br />J 0'-0' FIX PLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6; IN <br />ACCORDANCE WITH FBCR 2020 <br />NTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, W4'•I'-& UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 'ITH 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 />Y <br />►_4!� 44 4 �!4!4:1.T•T.T•T.T•!.T•T.T.T.•��:�•4. <br />�- <br />I -II <br />/TfrNGAS LINE THRU BLOCK �GARAGE DOOR JAMBS <br />""' " "' p1 SCALE: 1 1/2'•1'-0' <br />PIBERGLASS SHINGLES <br />FIBERGLASS SHNGLE6 2X4 SPF 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE UY (2) 12d NAILS AS, PER FBCR W5,1.1, <br />AS PER PBCR 906.1.1. • EA. END ROOF SHEATHING <br />T44IC0E66 AS PER <br />ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES SWEET SNI. <br />TWO04M AS PER PER 6TRUCTURAL DETAILS SECURED PER <br />SHEET SNI. SECURED PER FASTENER 6GWEDIILE <br />FASTENER 6CHEDULE <br />—6TIFFBACK AT ALL UPR41476 <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-ENG UD. TRUSS Ax. 2x FASCIA PER <br />ELEVATIONS o. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL 8-MATWNG CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />THICIWE88 A8 PER WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR <br />SWEET 6NL SECURE PER THIGK1JE86 AS, PER <br />FASTENER SCHEDULE INSULATION R-VALUE6 SWEET 6NLSECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-ENG. GABLE TRUES S/8' GYPSUM BOARD OR 1/2' ON SHEET BNI. <br />WEEP BCREED RE <br />HIGH STRENGTH CLG. BOARD PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x P.T. SECURED PER <br />R-4.I INSULATION STRUCTURAL DETAILS <br />A ' 8{ENT <br />H ACTURE"6" O CATITION <br />1/1' THICK, 2 COAT—// <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' PM. FLR . <br />6' CMU <br />4. tl <br />< a <br />4. <br />STRUCTURAL <br />Lx2 P.T. PURRING — <br />STRIPS • 24, OO. <br />1/2' GYP. WL. BD. <br />WOOD BABE— <br />( <br />k V-0- FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301,13 <br />AND 16095.1. <br />n W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.1'-0• UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FESCR <br />2020 TTH EDITION 16 e4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 04865 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />At <br />b <br />c <br />BtMDIV. , LO 0 <br />ABBOTT PARK <br />LOT #16 <br />BLK #13 <br />PHASE #4B <br />PAOJWTp <br />4181. 4B-1613 <br />MODBIt <br />3EEB <br />"2260-ELSTON" <br />GAVAGZ E:WDTG: <br />LEFT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />%160 MPH EXP. C <br />lAc <br />D TM 10/26/21 <br />IICALM: 1/4"=1'-0" <br />9HzZT <br />D1 <br />