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FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 105.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG WD. TRUS°S-- <br />24' O.C. MAX. <br />METAL DRIP EDGE--' <br />2x FASCIA PER—/ <br />ELEVATIONS <br />VENTED <br />SOFFIT / <br />REFERENCE <br />STRUCTURAL <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />1>0 FIRE -STOP <br />SEE STRUCTURAL <br />IX2 FIRE -STOP <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />O.N. <br />TYP. <br />FIBERGLASS SHINGLES <br />WITH UNOERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />' <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG WD. TF4USS— <br />LE�ER <br />ON <br />24O.C. MAX <br />METAL DRIP EDGE <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />/ <br />2x FASCIA PER-- <br />5/8' GYPSUM BOARD <br />ELEVATIONS <br />OR 1/2' HIGH STRENGTH <br />/ <br />CLG. BOARD <br />VENTED) <br />Ix2 FIRE -STOP <br />SOFFIT / <br />-R-4.1 INSUL. <br />REFERENCE J <br />STRUCTURAL <br />w <br />K <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />3/4' T • G 8U5FLOOR <br />E F <br />GLUED AND NAILED <br />AS PER NAILING <br />1/2' THICK, 2 COAT <br />Q <br />> <br />SCHEDULE <br />PORTLAND CEMENT <br />w <br />PLASTER APPLIED <br />w <br />DIRECTLY TO <br />v <br />� <br />R <br />MASONRY <br />LEVATION <br />IX2 FIRE -STOP <br />SEE STRUCTURAL <br />R <br />LEVA ION <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />�fELEVATION <br />IX2 FIRE -STOP <br />R-4.1 INSUL. <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />iREFERENCE STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />V cm <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />_0. <br />OA. <br />6 <br />Q <br />w <br />w <br />9 <br />W <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 />iR-4.1 INSUL <br />3/4' T t G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />ER <br />-TEC—EVA—TION <br />R <br />L VATION <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 />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />L� Gw <br />C" <br />W/ WINDOW OPENING n WITHOUT WINDOW OPENING <br />2-STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE, 3/4*-1'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.00m <br />AA #: 0003325 <br />W <br />r� <br />lu <br />lu <br />0 <br />.� <br />y <br />� <br />S <br />is <br />DUHDIV. de LOT <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT* <br />04181.000-37071 <br />MODEL: <br />E401 <br />"2828-ENSLEY" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />El 2 <br />PRINT 09 21 21 <br />DATE: / / <br />scALE: 1/4"=1'-0" <br />SHEET <br />D2 <br />