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158'-0" <br />WALK PADS LOCATED AROUND <br />HVAC UNITS, ROOF HATCH & <br />SATELLITES (TYP.) <br />�000 <br />S&D <br />SATELLITE DISH - ❑ <br />SEE DET. 2/AS-1.1 <br />0 <br />oaa 10'-0" MIN. F <br />❑ <br />RTU '6 ❑ <br />oa❑ <br />EMS \ / PROVIDE CRICKETS AT <br />7SEE <br />ENSOR ❑ UPSLOPE SIDE OF ALL CURBS <br />DETAIL POWER & DATA / <br />6/E-5 FEEDS BELOW H <br />\ <br />MOUNT ON I I ❑ <br />EXT. OF COORDINATE <br />BLDG LOCATION W/SAT. <br />DISHES \ / SLOPE <br />S&D �-� <br />PIPE v <br />EXISTING BUILDING <br />PARAPET SEE EXTERIOR <br />ELEVATIONS <br />"GOOSENECK" <br />THE ROOF SYSTEM IS EXISTING AS PART OF THE SHELL. <br />ALL MODIFICATIONS TO THE ROOF SHALL BE PERFORMED SO <br />AS NOT TO VIOLATE THE EXISTING ROOF WARRANTY. <br />7 FLEXIBLE PENETRATION <br />AS-1.1 SCALE: NTS <br />THE ROOF SYSTEM IS EXISTING AS PART OF <br />THE SHELL. ALL MODIFICATIONS TO THE <br />ROOF SHALL BE PERFORMED SO AS NOT TO <br />VIOLATE THE EXISTING ROOF WARRANTY. <br />COVER <br />GASKET (ALL AROUND) <br />0 <br />SPRING LATCH WITH <br />INSIDE -OUTSIDE HANDLES <br />AND PADLOCK HASP <br />COVER LINER -- <br />RED VINYL GRIP <br />LADDER SAFETY POST <br />SEE DET. 10/AS1.1 <br />AUTOMATIC HOLD OPEN ARM <br />AND COVER RELEASE <br />CURB WITH INTEGRAL <br />CAPFLASHING AND CLIP <br />00 <br />COMBINATION LOCK STRIKE AND <br />PADLOCK HASP. PROVIDE BEST CORE <br />LOCK. <br />no r <br />LIFTING MECHANISM <br />HOUSING <br />ROOF HATCH SHALL <br />BE PRIMED & TWO <br />COATS OF GLOSS <br />PAINT E� <br />1 " FIBERGLASS <br />INSULATION <br />THROUGHOUT COVER <br />HINGE <br />1 " RIGID FIBERBOARD <br />INSULATION AROUND <br />OUTSIDE OF CURB <br />9� EXISTING ROOF HATCH DETAIL <br />REGION OF NO <br />OBSTRUCTIONS <br />-� R=6'-0' <br />BALLAST <br />(TYPICAL) <br />/ <br />R=3'-0"/6'-O" <br />I ( <br />VARIES <br />NOTE: <br />/ FOR INFORMATION ONLY <br />SPECIFICATIONS <br />1.0 M SATELLITE <br />1 <br />2 <br />HEIGHT FROM FLAT SURFACE TO <br />TOP OF ANTENNA (MAX.) <br />3-0 FT. <br />6.0 FT. <br />ANTENNA REFLECTOR WIDTH <br />23.5" x 53" <br />MOUNTING BASE SIZE <br />5'-6" x 5'-6" FT. <br />INSTALLED WEIGHT <br />245 LBS. <br />I <br />MAX. SURVIVAL WIND SPEED <br />(BASED ON USE OF MAX. BALLAST) <br />130 M.P.H. <br />DETAIL <br />NOTES <br />1. THE ANTENNA IS TO BE LOCATED IN AN AREA OF THE ROOF <br />THAT HAS NO OBSTRUCTIONS WITHIN A RADIUS OF 3 OR 6 FEET <br />FROM THE MAST <br />2. BALLAST WEIGHT REQUIRED AND MOUNT BASE DIMENSIONS <br />DEPEND UPON EXPOSURE, ABOVE GROUND HEIGHT, ELEVATION <br />ANGLE, WIND ZONE AND OTHER SITE CONDITIONS. LANDLORD'S <br />ARCHITECT OR ENGINEER SHALL REVIEW BALLAST REQUIREMENTS <br />BASED UPON LOCAL REQUIREMENTS AND IF SUBMITTED BY <br />SATELLITE DISH SUPPLIER <br />3. SATELLITE SHALL BE SUPPLIED & INSTALLED BY STAPLES. <br />SHOWN FOR ROOF LOAD & DESIGN COORDINATION <br />4. INSTALL ROOFING SLIP SHEET BELOW ENTIRE SATELLITE PAD <br />r2- SATELLITE DISH DETAIL <br />AS-1.1 FOR INFORMATION ONLY <br />ROOF SPECIFICATIONS: <br />1. <br />0.060 IN. THICK (60 MIL) SCRIM REINFORCED WHITE <br />THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE FIELD SHEETS TO <br />MEET FM 1-90 MINIMUM, OR AS REQUIRED BY CODE, <br />MECHANICALLY - FASTENED ROOFING SYSTEM BY CARLISLE OR <br />APPROVED EQUIVALENT BY GAF <br />00 <br />A <br />1. <br />ALL SCUPPERS AND DOWNSPOUTS ARE PROVIDED AS PART OF <br />SHELL <br />2. <br />ALL PRIMARY & OVERFLOW SCUPPERS ARE 8"x16"MIN <br />3. <br />ALL DOWNSPOUTS ARE 8"x8" MIN <br />4. <br />ALL DOWNSPOUTS ARE TIED DIRECTLY INTO THE SITE STORM <br />DRAINAGE SYSTEM UNDERGROUND. <br />5. <br />ALL ELEMENTS OF THE ROOF DRAINAGE SYSTEM HAVE BEEN SIZED <br />IN EXCESS OF THE MINIMUM REQUIREMENTS OF THE FBC <br />PLUMBING CODE, CHAPTER 11 (BASED ON 5" PER HR RAINFALL) <br />BLDG'C'SHELL PACKAGE <br />"INOT USED <br />AS-1.1 RE: BLDG'C' SHELL PACKAGE <br />NOTE: <br />POST TO BE CENTERED <br />AT OPENING. <br />N <br />d- <br />00 BALANCING SPRING <br />SIDE <br />L' VIEW <br />I ENLARGED VIEW WI-TH <br />SAFETY POST UP AND <br />LOCKED <br />BILCO LADDER UP <br />SAFETY POST <br />LADDER RUNG <br />FROM TOP OF RUNG <br />N <br />ADJUSTABLE <br />STAINLESS STEEL MOUNTING FITS <br />MOUNTING BOLTS LADDERS WITH RUNG <br />3/8-16 x 2" SPACING UP TO <br />ABOUT 14" CENTER <br />TO CENTER <br />ADJUSTABLE <br />MOUNTING CHANNEL <br />RELEASE ROD <br />FRONT VIEW <br />(1�0EXISTING LADDER SAF <br />PULL-UP LOOP <br />VINYL LIFT HANDLE <br />INSTRUCTIONS <br />SQ. TUBING <br />LOCK -UP BRACKET <br />1 1 /2" SQ. TUBING <br />3" MAX <br />SIDE VIEW <br />'ETY POST <br />NOTE: LOCATE PER MFG. CENTER ON <br />HATCH OPENING <br />--- -__-__::-------------------------- ---------------------------------------------------------- <br />0. SEVERAL OF THE FOLLOWING NOTES ARE IN REFERENCE TO <br />PORTIONS OF THE WORK THAT ARE NOT COVERED IN THIS SET <br />OF DRAWINGS. THEY ARE SHOWN FOR GENERAL REFERENCE <br />ONLY. <br />1. LANDLORD GENERAL CONTRACTOR SHALL VERIFY LOCATION OF ALL <br />SITE UTILITIES, LANDSCAPING, AND PARKING. NOTIFY STAPLES <br />REPRESENTATIVE OF ANY DISCREPANCIES. <br />LANDLORD GENERAL CONTRACTOR TO VERIFY FINAL SIGNAGE <br />2. PACKAGE WITH SIGNAGE MANUFACTURER. SIGNAGE UNDER <br />SEPARATE PERMIT AND CONTRACT. cl <br />ALL SIGNAGE SHOWN FOR INFO. ONLY, ALL SIGNAGE, BANNERS <br />3. AND BANNER LIGHTING UNDER SEPARATE PERMIT. <br />LANDLORD GENERAL CONTRACTOR SHALL REFERENCE AND CONFORM <br />TO SITE SPECIFIC LEASE EXHIBIT DOCUMENTS FOR FINAL <br />4. LOCATION OF BUILDING SIGNS, PYLON DESIGN AND LOCATIONS. <br />POWER IS REQUIRED TO ALL EXTERIOR SIGN LOCATIONS. NOTIFY <br />STAPLES IF NOT POSSIBLE. <br />5. ARCHITECTURAL SITE DETAILS SHOWN AS REFERENCE ONLY. <br />6, FOR COMPLETE SITE REQUIREMENTS LANDLORD SHALL REFERENCE <br />SPECIFICATIONS AND LEASE EXHIBITS <br />7. LANDLORD SHALL VERIFY LOCATION OF ALL SITE UTILITIES, <br />LANDSCAPING, AND PARKING REQUIREMENTS <br />8. STAPLES MINIMUM PARKING IS 5 CARS PER 1,000 S.F. <br />9. AN ADEQUATE AUTOMATIC IRRIGATION SYSTEM SHALL BE PROVIDED <br />TO SUPPORT ALL LANDSCAPING DESIGNED ON ACTUAL SITE - <br />CONNECTED TO LANDLORD'S COMMON AREA SOURCE AND METER <br />10. SITE ELECTRICAL DRAWINGS SHALL INCLUDE DETAILS FOR ALL <br />LIGHT POLE LOCATIONS & LIGHT POLE BASE DETAILS <br />11. SEE E001 & E002 OF THE SHELL DRAWINGS FOR COMPLETE <br />LIGHTING SPECIFICATION OF SITE LIGHTING. <br />12. MINIMUM SITE CLEARANCES SHALL BE: <br />WALKWAYS 5'-0" IN WIDTH <br />DRIVE AISLES ..................... 24'-0" MIN. <br />PARKING ROWS ................... 60'-0" CL TO CL <br />PARKING STD. STALL .......... 91-01, X 18'-0" MIN. <br />PARKING COMPACT STALL 8'-0" X 16'-0"MIN. <br />13. FINAL REQUIREMENTS TO BE COORDINATED PER LOCAL CODES. <br />14. LANDLORD SHALL BE LIMITED TO A MAXIMUM OF 20% COMPACT <br />SPACES OF THE REQUIRED SPACES <br />15. ALL PARKING SPACES SHALL BE PAINTED PER LOCAL CODE <br />REQUIREMENTS. <br />16. ROOF DRAINAGE SHALL BE DISCHARGED TO APPROVED SITE <br />DRAINAGE SYSTEM <br />17. SIDEWALK SHALL BE 4" NON -REINFORCED CONCRETE WITH <br />BROOM FINISH. PROVIDE CONTROL JOINTS Q 5'-0" O.C. BOTH <br />DIRECTIONS AND EXPANSION JOINTS @ 20'-0" O.C. UNLESS <br />OTHERWISE SHOWN. MAX. 1:50 CROSS SLOPE PERMITTED. <br />18. ALL TRUCK CIRCULATION ROUTES THROUGHOUT THE STAPLES SITE <br />SHALL BE DESIGNED TO ACCOMMODATE A WB-67 VEHICLE <br />19. GAS PIPING IS NOT BEING USED ON THIS PROJECT. <br />I <br />f'• <br />m <br />E <br />2 <br />0 <br />E <br />w <br />HVAC ROOF MOUNTED <br />UNITS SEE <br />MECHANICAL SHEETS22 <br />o <br />I NEOPRENE GASKET <br />COUNTER FLASHING <br />I <br />MEMBRANE <br />FLASHING <br />NOTE: Li ROOFTOP PAVER AROUND <br />TOP OF CURB TO BE EACH ROOFTOP <br />LEVEL ALL FOUR SIDES. UNIT-TYP. LEAVE 3" E <br />SPACE BETWEEN UNITS <br />TO ALLOW FOR <br />DRAINAGE SEE STAPLES m <br />CURB ASSEMBLY 3 3 -0 ROOFING <br />BY HVAC SPECIFICA„IONS <br />MANUFACTURER <br />RIGID INSULATIO <br />AS REQUIRED <br />..... -... _.. ---- - -------- <br />EXISTING ROOFING <br />MEMBRANCE AS SPECIFIED <br />AND RIGID INSULATION s <br />EXISTING METAL DECK <br />NOTE: STL. ANGLE, CURB <br />TYPICAL FOR ALL HVAC SUPPORT WELD TO TOP <br />ROOF MOUNTED UNITS CHORD OF ROOF JOIST <br />a <br />0 <br />1� HVAC CURB DETAIL <br />p <br />V <br />M p <br />w� <br />To <br />I� <br />w <br />� a <br />`v <br />s <br />"4 st <br />� a I <br />U <br />0 <br />Cl <br />C� <br />c 00 <br />rr(��� <br />V J M <br />.L U cM C <br />�a <br />E2 aa> <br />•LNEa) <br />w <br />J <br />co U) ' <br />U <br />cn <br />(D <br />cu <br />U) <br />s <br />0 <br />E <br />E <br />O <br />ca co <br />fn <br />- 0 <br />w <br />a <br />- <br />- :EL,) <br />Lu <br />ccia n- v) <br />i�Y- <br />cn <br />Wco <br />oo "' <br />Q e' <br />Lu <br />w <br />cn <br />S <br />d� <br />�2 <br />d <br />r. <br />cn <br />J <br />cn <br />Lu <br />uj <br />z <br />® <br />1 <br />F <br />zz <br />uj <br />z <br />z <br />L <br />w <br />rl <br />O <br />co <br />04 <br />O <br />c� <br />W <br />N <br />C) <br />z <br />� <br />c� <br />o <br />0 <br />z <br />N <br />L u <br />�17 <br />j <br />CJ <br />() <br />p <br />LLJ <br />o <br />CL <br />0 <br />AS-1 .1 <br />AS-1.1 SCALE: NTS <br />SCALE: NTS <br />FOR REFERENCE ONLY <br />RE: BLDG 'C' SHELL PACKAGE <br />5-1.1 SCALE: NTS <br />FOR REFERENCE ONLY <br />RE: BLDG 'C' SHELL PACKAGE <br />S-1.1) SCALE: 1 1/2" = 1'-0" <br />