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I 1 11 ' 11 1 11 1 11 -1 1 __ I <br />Building Data <br />Wind Velocity: <br />145 mph (Ultimate) <br />Internal Pressure Coefficient: <br />+/- 0.18 <br />Basic Wind Spd. (3 sec.) <br />113 mph (ASD) <br />(Enclosed Building Per ASCE 7-10) <br />Width of Edge Strip: <br />4.0 <br />Risk Category: <br />11 <br />Height & Exp. Factor: <br />1.35 <br />Roof Angle,A (degrees) 0: <br />0.0° < 0 < 7.0° <br />Roof Dead Load Resisting: <br />15 psf (Ultimate) <br />,Exposure Category: <br />C <br />10 psf ASD <br />Wind Design Loads - Roof, Walls, Windows, Doors, Components & Cladding <br />ROOF <br />WALLS, DOORS, WINDOWS <br />ZONE <br />AREA (ffz) <br />DESIGN PRESSURE (psf) <br />ZONE <br />AREA (ffz) <br />DESIGN PRESSURE (psf) <br />Pos. <br />Neg. <br />Net Uplift (ULT.) <br />Net Uplift (ASD) <br />Pos. <br />Neg. <br />1 <br />10 ft[2] <br />20.8 psf <br />-51.2 psf <br />-36.2 psf <br />-20.7 psf <br />4 <br />10 ft[2] <br />51.2 psf <br />-55.4 psf <br />1 <br />20 ft[2] <br />19.4 psf <br />-49.8 psf <br />-34.8 psf <br />-19.9 psf <br />4 <br />20 ft[2] <br />48.9 psf <br />-53.2 psf <br />1 <br />50 ft[2] <br />17.8 psf <br />-48.1 psf <br />-33.1 psf <br />-18.9 psf <br />4 <br />50 ft[2] <br />45.8 psf <br />-50.2 psf <br />1 <br />100 ft[2] <br />16.5 psf <br />-46.8 psf <br />-31.8 psf <br />-18.1 psf <br />4 <br />100 ft[2] <br />43.5 psf <br />-47.8 psf <br />2 <br />10 ft[2] <br />20.8 psf <br />-85.8 psf <br />-70.8 psf <br />-41.5 psf <br />4 <br />500 ft[2] <br />38.1 psf <br />-42.5 psf <br />2 <br />20 ftf2l <br />19.4 psf <br />-76.7 psf <br />-61.7 psf <br />-36.0 psf <br />5 <br />10 ft[2] <br />51.2 psf <br />-68.4 psf <br />2 <br />50 ft 21 <br />17.8 psf <br />-64.5 psf <br />-49.5 psf <br />-28.7 psf <br />5 <br />20 ft[2] <br />48.9 psf <br />-63.8 psf <br />2 <br />100 ft[2] <br />16.5 psf <br />-55.4 psf <br />-40.4 psf <br />-23.3 psf <br />5 <br />50 ft[2] <br />45.8 psf <br />-57.7 psf <br />3 <br />10 ft[2] <br />20.8 psf <br />-129.1 psf <br />1 -114.1 psf <br />1 -67.4 psf <br />5 <br />100 ft[2] <br />43.5 psf <br />-53.2 psf <br />3 <br />20 ft[2] <br />19A psf <br />-107.0 psf <br />-92.0 psf <br />-54.2 psf <br />5 <br />500 ft[2] <br />38.1 psf <br />-42.5 psf <br />3 <br />50 ft[2] <br />17.8 psf <br />-77.6 psf <br />-62.6 psf <br />-36.6 psf <br />3 <br />100 ft[2] <br />16.5 psf <br />-55.4 psf <br />-40.4 psf <br />-23.3 psf <br />Notes: <br />1) For effective areas between those given above the load may be interpolated, otherwise use the load associated <br />with the lower effective area. <br />2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. <br />3) See pressure zone diagrams above for corresponding zones. <br />4) Roof coverings, finishes, etc.. Shall be designed for the full negative design pressure. <br />5) Roof framing members shall be designed to resist the net uplift design pressure. <br />6) Net Uplift (ULT) = 0.9 DL + 1.0 WL <br />Net Upllift (ASD) = 0.6 DL + 0.6 WL <br />OCOMPONENTS A?O CLADDING WIND 1�ESIC�N LOADS <br />SCALE: N/A <br />'-0" A.F.F. <br />5P OF EXISTING <br />ARAPET <br />OW <br />8 <br />� <br />O <br />(0 <br />t I <br />---- <br />----J <br />I <br />(L <br />15 <br />16 <br />I I I I <br />13 <br />5 <br />I I I I <br />I I I I <br />lam- -J <br />O <br />J <br />N <br />I <br />I <br />I <br />Li <br />F <br />-1 12 <br />14 14 <br />I <br />-17 <br />I L ---- %- <br />I <br />I f -r��l <br />5 <br />I I I I <br />LJ <br />OROOr- PLAN <br />SCALE: 3/16" - I'-0" <br />+/- 10'-0" AFF. <br />TOP OF EXISTING <br />WALL <br />�- • • TTIA <br />SINGLE PLY ROOFING MIN. SLOPE 1/4" PER FOOT <br />INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF <br />KEYED NOTES <br />OEXISTING SINGLE PLY ROOFING <br />OEXISTING ROOF DRAIN <br />OEXISTING OVERFLOW SCUPPERS, EXTEND THRU NEW FACADE <br />OEXISTING ROOF TOP MECHANICAL UNIT ON EXISTING CURB <br />OEXISTING: PARAPET WALL SYSTEM WITH METAL COPING: <br />OEXISTING ROOF ACCESS LADDER <br />OSINGLE PLY ROOF SYSTEM - SEE WALL SECTIONS <br />OOUTLINE OF WALL BELOW - SEE FLOOR PLAN <br />OPRE -FINISHED BRAKE METAL CANOPY / RIBBON AND CONN <br />BY ARBY'S VENDOR- SEE WALL SECTIONS <br />10 PRE -FINISH METAL CANOPY <br />II METAL SUPPORT ROD <br />12 EXISTING ELECTRICAL SERVICE <br />13 EXISTING COOLER / FREEZER <br />1D EXISTING HVAC EQUIPMENT SEE MECHANICAL DRAWINGS <br />15 TWO PIECE ALUMINUM FLASH <br />16 REMOVE EXISTING FLASHING AND INSTALL NEW TWO PIECE <br />ALUMINUM FLASHING WITH E.IF.S WALL FINISH AND NEW CAP <br />FLASHING. <br />li HVAC UNIT - SEE MECHANICAL DRAWINGS <br />GENERAL NOTES <br />I. ALL EDGE FLASHING TO BE ALUMINUM U.N.O. <br />2. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. <br />3. PROVIDE FLASHING AS REQUIRED TO ENSURE WATER TIGHT <br />CONDITION. <br />4. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND NOTIFY <br />ARCHITECT WITH ANY DISCREPANCIES UPON DISCOVERY BEFORE <br />COMMENCING WITH ANY WORK. <br />REVISIONS <br />BY <br />J i <br />x V <br />M <br />• i <br />c 3 <br />ti <br />v <br />o <br />a' <br />�I <br />- - <br />W <br />r <br />CW <br />O <br />i <br />O <br />W <br />O <br />Q <br />� <br />O <br />L <br />? O <br />N <br />(/ /^ m ILL. <br />O_ <br />.i' <br />p N <br />m <br />o = <br />X <br />Q CO <br />LEI <br />c <br />� a <br />� <br />� <br />v <br />IV <br />i <br />O <br />.L. <br />N <br />C <br />Date: <br />06. 09. 15 <br />Scale: AS NOTED <br />Project Mgr: RNS <br />Drawn: DC <br />15-50 <br />eet <br />IJob: <br />A3 <br />H:\Projects\Projects 2015\ 15050 -Arby's Gall Blvd\04-CD\01-CD.A\04-Architectwal\A03-ROOF.dwg. 6/10/2015 12:08:24 PM, dcosta, _.AutoCAD PDF (High Quality Print).pc3 <br />