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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER FSCR 9m5.i.l. <br />AS PER FBCR <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICKNESS AS PER <br />THICKNESS AS PER <br />SHEET ON]. SECURED <br />SHEET SNI. SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD. TWOS <br />R <br />—— <br />PRE-ENG WD.TRUSS <br />24' OC. MAX. <br />LEVATION <br />24' Or-, MAX. <br />METAL DRIP EDGE� <br />METAL GRIP EDGE <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />VENTED <br />D <br />o.H. <br />5/8' GYPSUM BOARD <br />2x FASCIA PER—/ <br />ELEVATIONS <br />SOFFIT <br />TYP. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />/ <br />VENTED) <br />REFERENCE <br />STRUCTURAL <br />Ix2 FIRE -STOP <br />SOFFIT <br />'4.I INBUL. <br />REFERENCE <br />STRUCTURAL <br />I <br />I <br />W <br />J <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />N <br />3/4' T e G SUBFLOOR <br />1/2' THICK, 2 COAT <br />E <br />GLUED AND NAILED <br />1/2' THICK, 2 COATS <br />PORTLAND CEMENT <br />AS PER "LNG <br />SCHEDULE <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />MASONRY <br />m <br />R <br />MASONRY <br />IX2 FIRE -STOP <br />LEVATION <br />IX2 FIRE -STOP — <br />SEE STRUCTURAL <br />SEE STRUCTURAL— <br />R <br />LEVATION <br />5/&' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />LEVATION <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP—"' <br />R-4.1INSUL. <br />� <br />I <br />� <br />Q <br />W <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE STRUCTURAL <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />Ix2 P.T.PURRING PLASTER APPLIED <br />STRIPS 24' O.G. DIRECTLY TO <br />e' cm MASONRY <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP— <br />9 <br />w <br />W <br />J <br />w <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />R-4.1 NSUL <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />R <br />LEVATION <br />R <br />LEVATION <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />R-4.1 INSUL. <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />S' cm <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />a - <br />m m <br />a a <br />° 4. ^ 4 <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2-STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE: 3/4'"I'-C' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-77445078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA N: 0003325 <br />8 <br />Ww <br />5 <br />9 <br />0 <br />m <br />0 <br />X <br />C <br />� <br />BLTHDIV. de L.OT: <br />ABBOTT PARK <br />LOT #5 <br />BLK. #13 <br />PROJECT# <br />04181.000-05131 <br />3i[ODELa <br />2554- E301- <br />"DARWIN" <br />GAPLAGE DWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH A C <br />AN 17 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D2 <br />