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2X4 TOP PLATE <br />���-.�,�{�-�� l 98/8'ORS <br />M'L,-�'+ 7 1/t' DRYWALL CH TOP <br />GFWN,lL f26 <br />PRE-FAB TRIM G4) <br />Y7' TMMMCMC t COAT <br />cmam <br />I/2' CLCx BOARD 1-Fo I1110 A—CalaffOO ~ Op n <br />1/2' DRYWALL DommIr t0 <br />Rp�rapce'�Mr <br />3 S/S' OR S "'METAL STUDS M AACN f 2.6 P.T. <br />ATO ply <br />STUDS IN 24' Oa. 20 GA METAL TO BE 5' DIA. SLEEVE, CELL A6 Fu <br />PARTITIONS SUPPORTING INSTALLED IN WALLS VI <br />DO NOT CUT APFIM OVAL IVO1 <br />in, DRYWALL WALL HUNG PLUMBING BETS AVID �N LOWER29 9 S/8' ORS '0 a iaoo 1441 N. RONALD REAGAN BLVD. <br />CABINETS AND BE INSTALLED <br />25 !f-AF <br />. BOTTOM 'R eeATWe•TpIP LONG WOOD, EAGAN0 <br />FIXTURES AND WALL GA METAL r0 BE INSTALLED <br />CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS .)CHASECURED fib IFS w MOULD** PH: 407-774,6078 <br />To W SPACED I6' Oc. AT 2ND BOND SEAM NOT CUT t M' C sMaK Mp e.s u.AROUND Wr <br />LESS THAN 2x4, WHERE coat MXxMRIaWF! FAK40T-T7440T8 <br />2x4 WOOD SPACED NOT MORE atA�IR�LLELL AtmB TO OOR WV 3/4' SOLID GROUT THE BOND awTRACK 011AAWIft www.abdesigngroup.com <br />eEaaRE ST. &tIJpS •24' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH p RooR � l l)- 5 - SEAM � �'D � � � AA a 000a�zs <br />PLATE to &LAB oc W/ V4' WOOD l2) COURSE REBARS Fp ODUOT �v. M a�uFaa MMOOR <br />W/ 104d MASONRY LESS THAN 2X6, WHERE <br />NAIL a 32' Oa SPACED NOT MORE <br />MAX THAN 24' O.C. <br />WOOD BASEBOARD SCREW <br />-- <br />:.. <br />` <br />MFpOnML pm YOUPDAL TRACK SY o"4100 <br />pr MAUF. <br />TRACK ROOM <br />AMTpO✓AL pm <br />o -m' <br />Fda. PLR <br />PLATER FLOOR <br />. <br />1—STORY TYP. INT. WALL <br />2A PIPE THROUGH BOND BEAM <br />ze GAS LINE MU BLOCK <br />s <br />GARAGE DOOR JAMBS <br />�� SCALE: 3/4'■1'-0' <br />!G N'•M <br />�i�TYP. INT. WALL (NON—BRG.) <br />lA METAL STUDS (NON—BRG.) <br />D1 <br />SCALE: 1 i/2'•i'-0' <br />p� SCALE, S/4'.1'-0' <br />Dl &GALE, 3/4'.I'-& <br />FIBERGLASS SHhaGLEB <br />WITH InLAS LAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYN'ENT <br />AS PER FBCR WS.LL <br />ROOF SHEATHING <br />2X4 OFF 24' OC. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS 844INGLE6 <br />WITH UNDERLAYMENT <br />AS PER FBCR SM.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />Q <br />D <br />gg <br />FIUlIBE}�aLA881� ING�S SHEETT8N1 SECURED PER SECURED PER <br />A8 PER FBCR 905.1.1. PER PER STRUCTURAL DETAILS <br />AS PER FBCR WS.U. ROOF SHEATH, P FASTENER SCHEDULE <br />ROOF SHEATHING SHEETHICKNESS AS PER FASTENER SCHEDULE <br />eq <br />THINESS AS PER SREG <br />CKLPER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNL SECURED /8' GYPSUM BO FASTENER SCHIIEDULE MTL DRIP EDGE PER STRUL CTURADETAILS hRL. DRIP EDGE <br />PER FASTENER <br />SCHEDULE 8 RTRI=TIGTH CLG. 2x FASCIA PER MAX---PRIS-ENG+ MID. ' 9 2x FASCIA PER � <br />BOARD RE I RENCE ELEVATIONS O. ELEVATIONS W <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT u <br />PRE-ENG TRUSS SEE EN't£RGY CODE FORME PRE-� TRIM WALL SHEATHING CONT. 2x RAT RUN SECURED PER � O <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING i <br />REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR <br />MTL. DRIP EDGE MTL. DRIP EDGE SNL SECURE PER INSULATION R-VALUES THICKNESS AS PER <br />PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNL SECURE PER <br />2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE <br />2x FASCIA PER TYp_ ON SHEET SNL <br />ELEVATIONS O.N. ELEVATIONS PRE-ENG GABd E TRUSS 15/8' GYP81N1 BOARD OR 1/2' <br />VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT DEEP SCARED HIGH 81RENCsTH CLG BOARp PRE-ENG GABLE TRUES <br />WINDOW ATTACHMENT WEEP SCREED <br />AS MANUFACTURES, EB 2x P.T. SMECAUIRMED STRUCTURAL DETAILS 2x P.T.SECURED PER <br />i <br />R-4.1 INSULATION <br />STRUCTURAL- DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />bQ P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' OTC. <br />I/2' THICK, 2 COAT PORTLAND <br />a b0 P.T. FURRING <br />8' CMpJ <br />CEMENT PLASTER APPLIED <br />STRIPE • 24' O.C. <br />I/2' THICK 2 GOAT PORTLAND <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. W. <br />DIRECTLY TO MASONRY <br />IR tHl CK, 2 COAT <br />PORTLAND T <br />6A�6E. BD, <br />CMpJ <br />DIRECTLY TO MASONRY <br />WOOD BAD <br />PLASTER APPLIED <br />WWO,OD <br />DIRECTLY TO MASONRY <br />®'-m' FIN. FLR� <br />— <br />O'-0' FIN. 1°LR <br />m'-m' FIN. FLR <br />—i 0'-®' FIN FILM <br />.. <br />a <br />g• CMU <br />. <br />a.. <br />• <br />ROOF SHEATHING THICKNESS IS <br />,, . <br />ROOF SHEATHING THICKNESS IS <br />-; ENGINEERED PER ASCE 1-16 1N <br />a ENGINEERED F'ER ASCE 1-16 IN <br />•.: <br />-'•' "r' ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />,a. <br />1TH EDITION, SECTION R301.13 <br />-.a <br />n' <br />1TH EDITION, SECTION R301.13 <br />AND 160".1. <br />AND 160".1. <br />W/ <br />WINDOW OPENING <br />TYP. WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />B <br />B <br />NO OPENING <br />l % <br />NO OPENING NOTE <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />SLT]9DIV. to LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK #9 <br />PROJECT <br />04181.006-21091 <br />MODEL: <br />3EFB <br />"2447—ROBIE" <br />GARAGE > WING: <br />RIGHT <br />PAGE: <br />DETAILS <br />(SHINGLE) <br />160 MPH EXP. C <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />llll SCALE, 3/4'.r-C' UNDERLAYMENT IN ACCORDANCE SCALE. 3/4'.I'-m' U 40ERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR l WITH FSCR WS.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04865 TYPE III TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />NO <br />DnngT A05/24/21 <br />ECALE:1/4- = 1'-o" <br />N9HEET <br />D1 <br />