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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m8.1.1. <br />AS PER FBCR 90S.LI. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICKNESS AS PER <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />SHEET SNI. SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD.TRU <br />R <br />PRE-ENG LLD.TRUBS-- <br />24' O.C. MAX. <br />LEVATI <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 />1, <br />VENTED O.H. <br />I <br />S/8' GYPSUM BOARD <br />2x FASCIA PER <br />ELEVATIONS <br />SOFFIT TYP. <br />OR I/2' WIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />Ix2 FIRE -STOP <br />SOFFIT <br />REFERENCE <br />STRUCTURAL <br />11-4.I INSUL. <br />REFERENCE <br />I <br />I <br />STRUCTURAL <br />I <br />I <br />w <br />J <br />Ld <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATION <br />RENGE <br />STRUCTURAL <br />3/4' T t G SUBFLOOR <br />1/2' THICK, 2 COAT —,------, <br />OAT <br />GLUED AND NAILED <br />I/2' THICK, 2 COAT--- <br />PORTLAND CEMENT <br />a <br />w <br />AS PER NAILING <br />SCHEDULE <br />PORTLAND <br />PPLIED <br />PLASTER APPLIED <br />IlLA <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />MASONRY <br />m <br />MASONRY <br />R <br />DO FIRE -STOP <br />LEVATION <br />M FIRE -STOP —�' <br />SEE STRUCTURAL <br />SEE STRUCTURAL-- <br />R <br />LEVATION <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />_PEEVATION <br />W FIRE -STOP <br />IX2 FIRE -STOP--/ <br />R-4.1INSUL. <br />I <br />I <br />I <br />I > <br />W <br />W <br />at <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />PERENCE STRUCTURAL <br />I/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />- <br />1/2' THICK, 2 COAT <br />IX2 PIT. CEMENT <br />P.T. FURRING PLASTER APPLIED <br />STRIPS • 24' OZ. DIRECTLY TO <br />8'CMU MASONRY <br />LQ' GYP. W.. BD. <br />WOOD BASE <br />IX2 FIRE -STOP <br />DO FIRE-STOP— <br />O.W. <br />aN <br />O <br />Q <br />W <br />w <br />BATT INSULATION <br />REFER TO ENERGY <br />CALLS FOR VALUES <br />S/W GYPSLM BOARD <br />OR t/Y HIGH STRENGTH <br />CLG, BOARD <br />Ix2 FIRE -STOP <br />R-411NSUL. <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />R <br />-TELEv TION <br />R <br />L NATION <br />5/8' GYPSUM BOARD <br />OR 1/2' NIGH STRENGTH <br />CLG. BOARD <br />R-43 INSUL, <br />IX2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2' GYP. W-. BD. <br />WOOD BABE <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2—STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE, <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407.774-4078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />�w <br />O <br />a <br />BUDDIV Aa Ii07 <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />P1EoJECT# <br />041 .0 0-06131 <br />MODEL' <br />4EHB <br />"2605-HAYDEN" <br />GAP_*GE 8WDrO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />3 <br />`'0A NO <br />DATZ, 09/21/21 <br />SCALE: 1/4'=1'-0" <br />axEET <br />D2 <br />