Laserfiche WebLink
srso <br />FIBERGLASS SHINGLES <br />WITH UNDERLAY TENT <br />AS PER POOR 9®5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />OWET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG WD.TRU <br />4NR <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR W 11.1. <br />ROOF BFIEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG WD.TRU <br />,,PER <br />24' O.C. MAX. <br />L VATION <br />24OG. MAX. <br />----ILEV�Cr <br />T <br />METAL DRIP EDGE <br />METAL DRIP EDGE <br />BATT INSULATION <br />MATT INSULATION <br />2x FASCIA PER <br />REFER TO ENERGY <br />REFER TO ENERGY <br />ELEVATIONS <br />CALCS FOR VALUES <br />2x FASCIA PER <br />CALCS FOR VALUES <br />VENTED O.H. <br />I <br />S/8 ' GYPSUM BOARD <br />ELEVATIONS O.N. <br />5/8' GYPSUM BOARD <br />SOFFIT TYP. <br />OR 1/2' HIGH STRENGTH <br />TYp <br />OR V2' HIGH STRENGTH <br />C.Cs. BOARD <br />VENTED <br />CLG. BOARD <br />REFERENCE <br />Ix2 FIRE -STOP <br />SOFFIT <br />Ix2 FIRE -STOP. <br />STRUCTURAL <br />-4.1 MSUL. <br />REFERENCE <br />m <br />STRUCTURAL <br />-4.1 MSUL. <br />6 <br />w <br />( <br />I w <br />WINDOW ATTACHMENT <br />w <br />m <br />I <br />AS PER <br />E <br />MANUFACTURES <br />SPECIFICATIONS <br />RENGE <br />STRUCTURAL <br />3/4' T 4 G SUBPLOOR <br />GLUED AND NAILED <br />3/4' T 4 G SUBFLOOR <br />AS PER NAILING <br />1/2' THICK, 2 COAT <br />E p <br />GLUED AND NAILED <br />1/2' THICK, 2 COAT <br />$ <br />SCHEDULE <br />PORTLAND CEMENT <br />w <br />A8 PER NAILING <br />SCHEDULE <br />PORTLAND D CEMENT <br />O <br />miz <br />PLASTER APPLIED <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />w <br />MASONRY <br />m <br />IfELEVATION <br />MASONRY <br />-' <br />w m <br />IX2 FIRE -STOP <br />DO FIRE -STOP <br />IfELEVATION <br />SEE STRUCTURAL <br />SEE STRUCTURAL----- — <br />R <br />R <br />EVATION <br />EVAT ON <br />9/8' GYPSUM BOARD <br />5/8' GYPSUM BOARD <br />OR I/2' HIGH STRENGTH CLG. <br />OR 1/2' HIGH STRENGTH <br />BOARD <br />CLG. BOARD <br />'ER <br />IfELIEVATION <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP <br />R-4.1 MSUL. <br />.. <br />R-4.1 INSUL. <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE STRUCTURAL <br />In' THICK, 2 COAT 1/2' THICK, 2 COAT <br />PORTLAND CEMENT PORTLAND CEMENT <br />PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING <br />DIRECTLY TO STRIPS • 24' O.C. DIRECTLY TO STRIPS 24' O.G. <br />MASONRY 8° CMpJ MASONRY 9' G1`A1 <br />1/2, GYP. WL. BD. 1/2' GYP. WL. BD. <br />IX2 FIRE -STOP —�. WOOD BASE IX2 FIRE -STOP WOOD BABE <br />.irsApE �p <br />a <br />n <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2—STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE, 3/4'.I'-O' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 0: 0003325 <br />Q <br />Q <br />d <br />a <br />t <br />aU13DIV. 8e LOOT: <br />ABBOTT PARK <br />LOT #36 <br />BLK #12 <br />PROJECT* <br />04181.000-36121 <br />moDEIa <br />3EEB <br />"2260—ELSTON" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />oe <br />DA ': 04/06/21 <br />DCAIX: 1/4"=1'-0" <br />ET <br />D2 <br />