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PEeg�`.L�e� 2X4 TOP PLATE <br />PLAN Y <br />PRE -FAD TRUSS <br />1/2' GLG. BOARD <br />1/2' DRYWALL � T-h- <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />GLAD <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ET5 SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O.C. OR NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />��YP. INT. WALL (NON—BRG.) <br />D1 SCALE: <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FISCR 905.1.1. <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 TYP. ELEVATIONS <br />oN. <br />VENTED SOFFIT <br />I <br />I I <br />1/2' THICK.2 COAT PORI LAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />¢/8' GYPSUM B( <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />3 D/8'OR5 <br />V2' DRYWALL <br />3/8' TOP <br />CHANNEL (25 <br />GA.) <br />I/2' DRYWALL <br />3 5A8' ORB 9I8' METAL B; DO <br />24' O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECE1vNG UPPER/ LOWER <br />3 5/8' OR 5 <br />CABINETS AND TUD/BHOWER 25 <br />3/8, 50TTCM <br />GA METAL TO DE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />fv <br />TO BE SPACED 16' OC, AT 2ND <br />- <br />TO Cow <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />WALLS W/ TILE FINISH <br />PAP 4 TO <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRING - <br />STRIPS • 24' O.C. <br />8' cm <br />— <br />1/2' GYP. ILL. DO. - <br />WOOD SASE — <br />O'-O'FIN. FLR� <br />a. <br />4 <br />n W/ WINDOW OPENING <br />ti <br />WOOD FLOOR <br />W/ 1/4' WOOD <br />SCREW <br />`FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS (NON—BRG.) <br />D 1 SCALE. 3/4'. P-0' <br />FIDERGLA88 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU88 <br />MTL, DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THIGG, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160TI.5.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(1)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/4'.1'-O' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 1105.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 UA41CH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE Iv UNDERLAYMENT. <br />ao WWAL <br />2WN FOR Ay Los <br />;WD. <br />QGAS LINE THRU BLACK <br />een.E. vr.rs' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.E <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON]. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET ON] <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />8' CMu <br />1. <br />N' THICK 2 COAT - <br />PORMAHD camew <br />PLMIM APPLIED <br />DWWCTLY TO <br />MAOQRWY <br />WOOD JAMB PER <br />PRODUCT <br />APPROVAL REa <br />To <br />REa <br />COR4W EEAD <br />a' cm WE! <br />Wftb= RAL FOR <br />IQeraRCErErr <br />2.1 P.T. We <br />ATTACM= TO PW.L <br />CELL M PER <br />PRODUCT <br />APPROVAL REa <br />WIALAM " <br />aaaaaeROD <br />WUTHER aTR1P <br />MA LDWO ALL <br />AROUND (DY <br />DOORm~j <br />r <br />aAFFS iAD DOOR <br />a GARAGE DOOR JAMBS <br />D1 SCALE: <br />,.-2X4 SIFF 24' O.C. MAX. - <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUE <br />—PER STRUCTURAL DETAIL <br />STIFFBACK AT ALL UPRIGW' <br />PER STRUCTURAL DETAILS <br />PRE -ENG WD. TFaM — <br />STRIU 2x RAT RUN SECURED PER // <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORTIS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/1' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. PURRING - <br />STRIPS • 24' O.G. <br />1/2' GYP. WL. SO. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNE66 AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL 84EATHNG <br />THICKNESS AS PER <br />SHEET 8N1. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI, <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />0 <br />0'-0' FIN. FLR <br />a <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />AND 160SB.1. <br />ti W/ WINDOW OPENING ,3TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />/ �1—STORY GABLE BLOCK WALL METHOD TO BE USED FOR THE <br />INSTALLATION OF ROOF <br />D1 WALE, 3/4'•I'-®' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D486S TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32780 <br />PH: 407-774.8078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />h <br />V <br />W <br />00 <br />stmDrv. de MAT: <br />ABBOTT PARK <br />LOT#4 BLK#14 <br />PHASE 4C <br />PROJECT <br />04181.0411-04141 <br />MODEM <br />4EAB <br />"1672—ARIA" <br />GARAGE 91111MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />k.160 MPH EXP. C <br />NO <br />PRINT 10/26/21 <br />DATE' <br />(SCALE: 1/4"=1'-0" <br />B*MET <br />11110. D1 <br />