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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER FBCR 9®5.1.1. <br />AS PER FBCR W5.1.1, <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICIWESS AS PER <br />THICKNE86 AS PER <br />SHEET ON]. SECURED <br />SHEET ON]. SECURED <br />PER PASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD. T <br />ER <br />PRE-ENG WD. TRUSS <br />24' O.G. MAX <br />LE <br />24' O.C. MAX <br />METAL DRIP EDGE— <br />METAL DRIP EDGE <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />D <br />I -® <br />O. <br />5/8' GYPSUM BOARD <br />2x FASCIA PER—/ <br />ELEVATIONS <br />IT <br />TYR <br />OR /2 ' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />REFERENCE <br />Ix2 FIRE -STOP <br />SOFFIT <br />STRUCTURAL <br />-4.I INSUL. <br />REFERENCE <br />I ( <br />STRUCTURAL <br />I I <br />w <br />J <br />( I <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />FERENCE <br />STRUCTURAL <br />3/4' T 4 G SUBFLOOR <br />1/2' THICK, 2 COAT <br />E A <br />GLUED AND NAILED <br />1/2' THICK, 2 COATS <br />PORTLAND CEMENT <br />AS PER NAILING <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 />MASONRY <br />R <br />IX2 FIRE -STOP <br />LEVATION <br />IX2 PIRE-STOP---' <br />SEE STRUCTURAL <br />SEE STRUCTURAL-- <br />R <br />LEVATION <br />5/8' GYPSUM BOARD <br />OR I/2' HIGH STRENGTH CLG. <br />BOARD <br />-- <br />IfIEeR <br />-L VAION <br />IX2 FIRE -STOP <br />IX2 FIRE-STOP—� <br />R-4.IINSUL. <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE STRUCTURAL <br />1/2' THICK, 2 COAT <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. FURRING PORTLAND CEMENT <br />DIRECTLY TO <br />PLASTER APPLIED <br />STRIPS • 24' O.G. DIRECTLY TO <br />MASONRY <br />8'CMU MASONRY <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP <br />. <br />6 <br />BATT INSULATION <br />REFER TO ENEIRsY <br />CALCS FOR VALUES <br />5/8' GYF'8UM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />R-4.1 INSUL <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />R <br />LEVATION <br />R <br />17LEVATION <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />R-4.1 INSUL. <br />Ix2 P.T. PURRING <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />41 <br />n W/ WINDOW OPENING�nLWITHOUT WINDOW OPENING <br />2-STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE, 3/4'-1'-& <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA 0: 0003325 <br />a <br />la <br />U <br />+� <br />6 <br />m <br />m <br />b <br />0 <br />p <br />Q <br />� <br />p <br />w <br />SUBDIV & IAT: <br />ABBOTT PARK <br />LOT#3 BLK#12 <br />PHASE 4C <br />PROJECT* <br />04181.04C-03121 <br />MODEL <br />E401 <br />"2828— ENSLEY" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DATE: 10/26/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D <br />