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NEW FREEZER <br />CONDENSER RC <br />REMOTE CAPSU <br />ROOF EQUIPMENT PLAN <br />V WALK IN COOLER <br />JDENSER ROOF TOP UNIT <br />40TE CAPSULE PAK <br />n" ANSUL HOOD EXHAUST <br />'PROX. LOCATION OF NEW <br />HOOD FRESH —AIR <br />OPENING FOR <br />,X. LOCATION OF NEW <br />SCOPE OF WORK: <br />ROOFING & EQUIPMENT CONTRACTOR VARIFY <br />LOCATION OF PROPOSED NEW & EXISINTG <br />EQUIPMENT AND PLACEMENT, PRIOR BID & <br />TO START OF WORK. ALL WORK IS SUBJECT <br />TO EXISTING FIELD CONDITIONS THAT MAY <br />ALTER THE DESIGN OF THIS PROJECT. <br />� VENT/PIPE FLASHING DETAIL <br />NTS <br />TALL PIPE OR CLOSED <br />PIPE LINE <br />1" BOND BREAKER TAPE <br />3" MIN. BUTYL SEALANT <br />TAPE BONDED <br />SECURELY TO BOTH <br />SURFACES <br />4 LB. LEAD FLASHING <br />2 STRIPPING PLIES SET IN <br />ASPHALT <br />ROOFING MATERIAL <br />OVER RIGID INSUL W/ <br />COVER BOARD <br />2x SOLID BLOCKING <br />STACKED W/ DRILLED <br />HOLE FOR PIPE <br />PENETRATION <br />SEALANT @ <br />PENETRATION <br />2 VENT /PIPE FLASHING DETAIL <br />NTS <br />i� 1/2" MIN. �♦ <br />/ UNIT , <br />r 1" MIN. <br />I I <br />I <br />i FLASHING j <br />RECEIVER <br />t � <br />WOOD NAILER -NOMINAL 2" X 4" <br />3-1/2" MINIMUM <br />METAL FRAME <br />SEALING MATERIAL <br />J <br />CONTINUOUS <br />z <br />FLASHING RECEIVER <br />0� <br />z z <br />o2 <br />COUNTERFLASHING <br />NOTE: CURBS FOR RTU'S AND <br />FANS FURNISHED AND <br />° ° <br />INSTALLED BY MECHANICAL <br />00 <br />CONTRACTOR <br />° ° <br />---BASE FLASHING <br />o m <br />/ FASTENERS AT <br />8"O.C. <br />INSULATION <br />FIBER CANT STRIP <br />-SET IN BITUMEN <br />SIMPSON CS20 @ 18" O.C. <br />W/ 4 — #8 SCREWS INTO <br />CURB AND 2 — HILTI X—DNI <br />19PB P.D.F. INTO ANGLE <br />3 TYPICAL ROOF CURB FLASHING DETAIL <br />NTS <br />NOTES: <br />1. VERIFY ROOF CONDITIONS PRIOR TO WORK. <br />2. ALL PENETRATIONS SHALL BE COORDINATED <br />WITH ROOF MFR. SPEC. & WARRANTY REQUIREMENTS. <br />3. ALL NEW ROOF LOADED EQUIPMENT SHALL BE VERIFIED <br />BY A STRUCTURAL ENGINEER FOR LOADING REQUIREMENTS. <br />4. ALL EXHAUST AND SUPPLY ROOF VENTS SHALL BE <br />LOCATED TO MEET ALL CLEARANCE REQUIREMENTS BY CODE <br />AND MANUFACTURER REQUIREMENTS PRIOR TO INSTALLATION. <br />EQUIPMENT <br />RE: MECH. <br />ONE PIECE 18 GA. GALV, <br />SHEET MTL. CAP ON 3/4" PLYWD. <br />& TREATED 2x8'S @ 12" ON CENTER SLOPE CAP <br />TO DRAIN <br />PREFORMED <br />CANT STRIP L <br />2X BLOCKING <br />SCREWS WITH - z <br />NEOPRENE <br />@ASHERS 12'"OC <br />PATCH & MATCH \ VERIFY SIZE <br />EXIST. ROOF WITH MECH. CONTRACT <br />LI05T:1 I.T001II <br />4 MECH. EQUIPMENT PLATFORM <br />N TS <br />REFRIGERANT PIPING, ROUTE TO <br />AHU, SIZE PER MFR'S REQUIREMENTS <br />3/8" ANCHOR BOLT UNIT TO <br />(MIN 4 POINTS) <br />ROOFTOP UNIT ANCHORING OPTION <br />SIMPSON CS48 TYPICAL OF FOUR <br />CONDENSING UNIT <br />(1) <br />PRE —MANUFACTURED CURB <br />TO BEAR ON DECK (BY OTHERS). <br />ROOFING SYSTEM <br />EVENLOPE INSULATION <br />4__ <br />ROOF MTL DECK'G <br />NEW STRUCTURAL <br />MTL ANGLE STRUT <br />SUPPORTS AS PER <br />SCHEDULE DETAIL #6/A5 <br />SIMPSON CS20 @ 18" O.C. <br />W/ 4 — #8 SCREWS INTO <br />CURB AND 2 — HILTI X—DNI <br />19P8 P.D.F. INTO ANGLE <br />5 ROOF TOP PACKAGED ANCHOR DETAIL <br />NTS <br />HVAC FRAME <br />(SEE NOTE #1) 3/16" <br />TIP. 3 16' SEE PLAN FOR LOCATION <br />I w <br />z — 1 01 <br />B G (CTR TO C R) <br />HVAC FRAME REFER TO NOTE #2 <br />FOR ADDITIONAL BRACING <br />EXISTING BAR JOIST <br />JOIST ELEVATION SECTION X-X <br />HVAC FRAME SCHEDULE <br />UNIT <br />WT. <br />"L" <br />OR "W" <br />REMARKS <br />4'— 0 <br />5'— 0 <br />6 —0 <br />7 —0 <br />1500 # <br />L3X3X1 <br />4 <br />L3X3X1 <br />4 <br />L4X4X1 <br />4 <br />L5:5X1 <br />4 <br />2!1500 # <br />L3X3X1 <br />4 <br />L3X3X1 <br />4 <br />L4X4X1 <br />4 <br />L5:5X1 <br />4 <br />_>2000 # <br />L3X3X5 <br />16 <br />L3X3X1 <br />4 <br />L4X4X5 <br />16 <br />L5:5X5 <br />16 <br />—>2500 # <br />L4X4X1 <br />4 <br />L4X4X1 <br />4 <br />L4X4X5 <br />16 <br />L5:5X5 <br />16 <br />—>3000 # <br />L4X4X5 <br />16 <br />L4X4X3 <br />8 <br />L4X4X3 <br />8 <br />L5:5X3 <br />8 <br />>3000 #ISEE <br />NOTE 4 <br />SEE NOTE 4 <br />SEE NOTE 4 <br />SEE NOTE 4 <br />L = LENGTH OF RTU <br />L W = WIDTH OF RTU <br />X LIN OF RTU <br />--- --- -- <br />41 <br />SEE NH AC �'� _3 <br />a I I I ¢ TYP. <br />m m I m 3/16" <br />EXISTING BAR JOIST <br />7FRAME <br />PLAN SECTION Y-Y <br />NOTES: <br />1. STEEL FRAME TO BE PROVIDED AROUND THE WHOLE PERIMETER OF THE ROOF —TOP UNIT (RTC). <br />FOR ASSEMBLY OF FRAME REFER TO FABRICATION DETAIL SHOWN. <br />2. PROVIDE L 2X2X1/4 EA. SIDE OF NEAREST PANEL PT. WHERE HVAC UNIT FRAME BRG. POINTS. <br />ARE LOCATED. WELD TO TOP AND BOTTOM CHORDS TYPICAL. THISANGLE IS NOT REQUIRED IF UNIT IS LOCATED <br />DIRECTLY OVER A JOIST PANEL POINT. <br />3. COORDINATE WITH MECHANICAL DRAWINGS FOR ACTUAL UNIT WEIGHTS AND OPENING SIZES. <br />4. SPECIAL ENGINEERING REQUIRED FOR UNITS WEIGHING MORE THAN 3000 POUNDS OR FOR FRAMING SPANNING <br />MORE THAN 8'-0" <br />5. PROVIDE TIE —DOWN OF RTU'S TO STEEL AS PER MFR REQUIREMENTS. <br />6 R.T.U. FRAME SCHEDULE <br />NOTES: <br />(1) EXTEND PAD A MIN OF 4" BEYOND UNIT ALL AROUND <br />(2) EQUIPMENT INSTALLATION TO MEET WIND PRESSURES <br />DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. <br />(3) ALL ROOFING SYSTEM MEMBERS BY ROOFING CONTRACTOR. <br /># 10 - Z" STAINLES" <br />STEEL SCREW <br />PRESSURE - <br />TREATED WOOD SUPF <br />PRESSURE - <br />CONCRETE BRICK <br />SILICONE ADHESIVE <br />NTS <br />J" GALVANIZED <br />METAL STRAP <br />3/4"0 CPVC PIPE <br />1/8" PER FOOT SLOPE <br /># 10 — J" STAINLESS <br />STEEL SCREW <br />ROOF <br />7 CONDENSATED SUPPORT DETAIL <br />NTS <br />SAMUEL <br />OLMEDO <br />ARCHITECT <br />FL. REG. AR0015027 <br />TEL, 407.967.3109 <br />soarcht @ yahoo.com <br />P.O. BOX 784825 <br />WINTER GARDEN, FL. 34778 <br />CONSULTANT <br />CONSULTANT <br />REVISIONS: <br />NO . DATE DESCRIPTION <br />INSTRUMENTS OF SERVICE OWNERSHIP <br />ALL REPORTS, PLANS, SPECIFICATIONS, <br />COMPUTER FILES, FIELD DATA, NOTES <br />INSTRUMENTS PREPARED BY THE <br />AND OTHER DOCUMENTS AND RELATED <br />INSTRUMENTS PREPARED BY THE <br />ARCHITECT OR CONSULTANTS AS <br />INTRUMENTS OF SERVICE SHALL REMAIN <br />THE PROPERTY OF THE ARCHITECT OR <br />CONSULTANT. THE ARCHITECT AND OR <br />THE CONSULTANT SHALL RETAIN ALL <br />COMMON LAW, STATUTORY AND OTHER <br />RESERVED RIGHTS, INCLUDING THE <br />COPYRIGHT THERETO. <br />MR. RANDY HAGAR <br />8c <br />MR. JOSHUA LINCOLN <br />h4lo <br />�w <br />Suss <br />ZEPHYR COMMONS <br />SHOPPING CENTER <br />7890 HWY 301 <br />ZEPHYRHILLS FLORIDA <br />ROOF EQUIPMENT PLAN <br />& DETAILS <br />5 <br />ET NUMBER <br />i/I 4f ;'f I p <br />L OLMEDO <br />AR0015027 <br />