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FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG WD.T <br />ER <br />FIBEIRGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WWI <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG WD.T <br />ER <br />24' O.C. MAX. <br />LEVATION <br />24 O.C. MAX. <br />LE <br />METAL DRIP EDGE <br />METAL DRIP EDGE <br />BATT INSULATION <br />BATT INSULATION <br />2x FASCIA PER <br />REFER TO ENEI6aY <br />REFER TO ENERGY <br />ELEVATIONS <br />GALCS FOR VALUES <br />2x FASCIA PER <br />CALCS FOR VALUES <br />VENTED IOH' <br />S/8' GYPSUM BOARD <br />ELEVATIONS O.R. . <br />8/8' GYPSUM BOARD <br />SOFFIT TYP. <br />OR 1/2' HIGH STRENGTH <br />TYP. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />CLG. BOARD <br />REFERENCE <br />Ix2 FIRE -STOP <br />SOFFIT <br />Ix2 FIRE -STOP <br />STRUCTURAL <br />-4.1 INSUL. <br />REFERENCE <br />-4.I INSUL. <br />Z�Z <br />STRUCTURAL <br />W <br />J <br />Z <br />W <br />o <br />r <br />IyE <br />LL <br />W <br />WINDOW ATTACHMENT <br />w <br />AS PER <br />MANUFACTURES <br />d <br />SPECIFICATIONS <br />ERENCE <br />STRUCTURAL <br />3/4' T l G SUBFLOOR <br />� <br />3/4' T ! G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />1/2' THICK, 2 COAT ------------ <br />OAT <br />0: iz <br />GLUED AND NAILED <br />AS NAILING <br />1/2'THICK, 2 COAT <br />`o <br />SCHEDULE <br />PORTLAND CEMENT <br />> <br />PER <br />SCHEDULE <br />PORTLAND CEMENT <br />E <br />PLASTER APPLIED <br />ul <br />PLASTER APPLIED 77 <br />LL <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />w <br />MASONRY <br />7pVLEVATION <br />MASONRY <br />w m <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP <br />LEVATION <br />SEE STRUCTURAL <br />SEE STRUCTURAL <br />R <br />ER <br />LEVA110N <br />LEVATION <br />5/8' GYPSUM BOARD <br />77 <br />5/6' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />OR 1/2' HIGH STRENGTH <br />BOARD <br />CLG. BOARD <br />OLEER <br />- - <br />LEVATION <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP <br />(PAGE 83.I5 - DETAILS 314) <br />(PAGE 83JS - DETAILS 344) <br />R-4.1 INSUL. <br />R-4.1 INSUL. <br />1/1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />8' CMU <br />1/2' GYP. WL. 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 />IX2 P.T. FURRING <br />STRIPS • 24' OIG. <br />B' cm <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />v v <br />E <br />A W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2-STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE, 3/4'.I'-V' <br />A R C N IT E C T E <br />i_rDe$rgn <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigigroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD, <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134UW2628 <br />FAX: 813-886.2802 <br />aemnl� <br />OUBDIV. & LOT: <br />SILVERADO <br />LOT #19 <br />BLK #16 <br />PROJECT#F <br />03719.001-19161 <br />MODEL. <br />3278-JORDYN II <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. C <br />DpjNT <br />ATE: 07/09/21 <br />OCALE: AS NOTED <br />OHEET <br />D2 <br />