Loading...
HomeMy WebLinkAbout13120156ALTERNATE MATERIALS AND METHODS / MODIFICATION FORM COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE > CUPERTINO. CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildinoCcdcunertino.orc CUPERTINO ❑ REQUEST FOR MODIFICATION OF CODE (CBC 104,10, CFC 104.8) ®, REQUEST FOR ALTERNATE MATERIAL, DESIGN OR METHOD OF CONSTRUCTION (CBC 104.11, CFC 104.9) '❑ REQUEST FOR HARDSHIP EXEMPTION OR EQUIVALENT FACILITATION (HEALTH AND SAFETY CODE 19957) SITE ADDRESS qZ 5T�ffgA(5 V/J APN ATE 'ATT-12-1-1 - 2-- 7 ............ Type:............ Address................ PC ......v............................... (..✓.I a:.�.l.. ..................... ................................ —........ .............................................................. Permit ff: .�...... Stories:...... ..................... Ensali............................................................. Phone......,........................,........... PLN N; ..,........................ Dept./DIv.1sY.Y•..1...`.%�!Y .. Occupancy Floor Area:' .....'.Y"1, Applicant ................................................ .................Title............................................... ��ID7 thf Job Status: a.�.'f:.('Jt:�. Y. . Occ. Load: ................rr�'',n��� Address.......................................................................................................................... Pett' n p.t?�,d., f ��,/�" N S( na • .....................'. ......... Positlo ......,.%'..'......... .. ........ Date............... 1 Use Bldg: I.v.L Email..................................................................... Phone.............,,.......................,....... .................,......Date:......................... of .......... 2 I REQUEST: For code modifications, please slate the applicable code requirement and the extent of relief desired. For alternate requests, slate the type of system -Jr-0 WA1,40 V L� rL� i r? Me'. - - - 3 JUSTIFICATIONIFINDINGSOFEQUIVALENCY: For code modifications, applicant shall demonstrate that special, individual reasons exist that make compliance with the strict [eller of the ordinance impractical and that equivalency is provided. For alternate requests, applicant shell demonstrate suitability, strength• effectiveness, fire resistance durability, safely and sonitallon that is equivalent to the code for a slmllar use. I Code Section(s): pe C,l1� I W�� S"�/`i W 7 Attach additional sheets if necessary. � y No, of Items: ,........t ................... Fee Due: $................................ Date Paid: .......................... Receipt No.: .............................. Processed by: ............................ Pett' n p.t?�,d., f ��,/�" N S( na • .....................'. ......... Positlo ......,.%'..'......... .. ........ Date............... ReViawe.. 6 :....... ..... .................,......Date:......................... The Request is: AGRANTED ❑ DENIEDComments: V '� —LD CONDITIONS OF APPROVAL: No, of Items: ,........t ................... Fee Due: $................................ Date Paid: .......................... Receipt No.: .............................. Processed by: ............................ Bulldin Olficlat... .. .. ...... ... .. .... ..:................... Pdnt.......�t'/...�da��....�...7. n,,� pf!f'r ................. Dale:. 1.....� ... �.�._..I...... I/ FireMarshal:..................................................................................... Print:................................................................................. Dale:.................................. VCYAK I MGN I AG 1IUN: Anel' aererminsumn, COPlee to: I l apPllcanr, q Perrruusa A!lforoi 2015.doe revised 07101115 ALTERNATE MATERIALS AND METHODS / MODIFICATION FORM r"+ COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION rtz t 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building Q Cpperllno.or4 CUPERTIN0 ❑ REQUEST FOR MODIFICATION OF CODE (CBC 104.10, CFC 104.8) (� REQUEST FOR ALTERNATE MATERIAL, DESIGN OR METHOD OF CONSTRUCTION (CBC 104.11, CFC 104,9) ❑ REQUEST FOR HARDSHIP EXEMPTION OR EQUIVALENT FACILITATION (HEALTH AND SAFETY CODE 19957) SITE ADDRESS " APN DATE I"/ Ower(,l}Iv...*Z, PC.........................�. 7.......... Permit #: L•�...%(.,.ti.�......... Type :.......................... ......... �•�. ��• Slorles:......l.l.V.�I:!JY'J. ,........� Ernail............................................................. Phone...... _. .................................. PLN#:......J.�..I..n...............n...f.�.... Occupancy; �.!...�..Y........ Revlewe DepLlDlv...K.U�A.t!�v".AeP,y.L.- Floor Area:'I'3 .P5?..rtf::. Applicant................................................................. Title ........................... .................. . Job Status f Oce. Load:........................... Address................................ .................... ,................................................... ,...... ......... FireMarshal: ..... ........... ... . . . ... . . . Use of Bldg....�l..w..... Email..................................................................... Phone .............................................. Q 1 REQUEST: For code modifications, please state the applicable code requirement and the extent of relief desired. For alternate requests, state the type of system proposed and design methods, Submit plans if necessary to Illustrate request. Additional sheets or data may be attached. 2 3 JUSTIFICATION/FINDINGS OF EQUIVALENCY; For code motllfications, appilcant shall demonstrate that spcclah Individual reasons exist that make compliance with the strict letter of the ordinance Impractl cal and that f equivalency Is provided. For alternate requests, applicant shall demonstrate suitability, strength, effectiveness, fire resistance, durabillt , salety and sanitation that is oc ulvalent to Ne code for a similar use. I Code Section(s): j y.� ^ �.7/ vu ft�'frl 1 �j�'J, O (J l y f/ s Attach additional sheets if necessary. Petition n DaSI nsture: ....yPos"yC Revlewe ........,.Date:„I �.t..n.�..A(.. �............ The Request is: GRANTED ❑ DENIED I Dept. Comments: CONDITIONS OF APPROVAL: ) No. of Items:........! .................... Fee Due: $ .............................. . Date Paid: ......................... ...... Receipt No.: .............................. Processed by: ........ _................. _ BuildingOrciaL.... Prinl:.."T 5ATV;/MT............ ._........ Date:jrffi..... FireMarshal: ..... ........... ... . . . ... . . . .......................................... Print: ........... ................................. ..................................... Date:.................................. UtFAK I Mery I AG 1 IUN: Aner eetefminanon, Copies to: "I) appucant, zi permit ine Al forut_2015.doc remised 07/01115 T� A R CHI TEC TS ORANGE January 11, 2017 Albert Salvador Building Official City of Cupertino, Building Division 10300 Torre Avenue Cupertino, CA 95014 RE: Waiver to Flat Roof Ventilation Permit # 13120156 Marriott Residence Inn, Main Street Cupertino, CA Dear Mr. Salvador, This is regarding City Field Inspector's request to provide Roof framing ventilation for the void spaces between the wood framed joists. Based on the CBC Code Section 1203.2 Ventilation, exception # 3, we request City to consider an alternate to the ventilation request based on the atmospheric or climatic conditions of this area. This Project is based on California Climate Zone 4, which is not a severe weather of extreme summer or winter conditions. The Climate zone 4 does not require ventilation in Flat roof conditions. In lieu of ventilation of the flat roof, we propose providing insulation per T-24 Energy code shown on the approved set of plans and a vapor retarder. Based on the above, this letter request waiver of CBC Code Section 1203.2 Ventilation, exception # 3. Thank you for your consideration. Provided this is approved, please indicate by signature below: Respectfully submitted, -r J Henry Wong Principal Architects Orange Albert Salvador Building Official City of Cupertino, Building Division Date: January 12, 2017 144 North Orange Street • Orange CA 92866 • Tel 714 639 9860 • Fax 714 639 5286 � N I r; 77 fD i fD CD N i o i w A530 &2) 3 4 5 6 7 8 9 10 11 12 ENLARGED ROOF PLAN - SOUTH SCALE: 1/8" = 1'-0" IM E SCUPPER DETAIL - ELEVATOR ROOF SCALE: 3 -1-0 ht Limit 240.00' 0 0 I ELEVATOR SOUTH ELEVATION @ ROOF LEVEL SCALE:(3 /I Al2 A11 GENERAL NOTES 1. ROOF ASSEMBLY/ROOF COVERING CLASSIFICATION FOR TYPE IIIA CONSTRUCTION IS MIN.TYPE'B' PER CBC TABLE 1501.1. 2. ALL ROOFING TO BE INSTALLED PER ROOFING MANUFACTURER'S SPECIFICATIONS (U.N.O.). 3. CARRY MEMBRANE ROOFING UP ROOF -SIDE OF PARAPETS. 4. FLOW LINES ALONG CRICKETS SHALL SLOPE A MIN. OF 1/4" PER FOOT. 5. NO ROOF PENETRATIONS (e.g. VENTS) TO OCCUR WITHIN 1'-6" OF VALLEYS, HIPS OR RIDGES. 6. WHERE REQUIRED BY SIZE OF DUCTS OR OTHER PENETRATIONS, ROOF JOISTS SHALL BE SPREAD APART TO ALLOW SUFFICIENT SPACE FOR PASSAGE THRU THE ROOF CEILING ASSEMBLY. PROVIDE 2x WOOD LADDER FRAMING AT 24" O.C. PERPENDICULAR TO ROOF JOISTS. LIMIT MAX. SPREAD OF JOISTS TO 30" O.C. BLOCKING SHOULD BE FULL HEIGHT OF JOISTS TO ALLOW DRYWALL AT CEILING TO BE INSTALLED FLUSH ACROSS WIDENED JOIST BAY. SEE MECHANICAL DRAWINGS FOR DUCT SIZES. 7. COORDINATE MECHANICAL, PLUMBING & ELECTRICAL ITEMS (e.g. VENT & CONDUIT LOCATIONS TO MINIMIZE THE NUMBER OF PENETRATIONS, PITCH PANS & THE LIKE, BY RUNNING NEIGHBORING ITEMS TOGETHER WHERE POSSIBLE. 8. ROOF TOP EQUIPMENT SHALL BE ISOLATED FROM THE ROOF / CEILING. 9. ASSEMBLY, UTILIZING A 6" MIN. HIGH PLATFORM INSTALLED PLUMB & LEVEL, ROOF PENETRATIONS FOR H.V.A.C. EQUIPMENT SERVICES (e.g. ELECTRICAL & PLUMBING) SHALL BE MADE WITHIN THE CONFINES OF THE EQUIPMENT PLATFORM. THE PLATFORM SHALL BE 6" LARGER THAN THE EQUIPMENT ON EACH SIDE. VERIFY EQUIPMENT SIZES WITH MECHANICAL DRAWINGS. 10. ALL EXPOSED METAL ITEMS & SURFACES NOT PROVIDED WITH A FACTORY FINISH SHALL BE PRIMED & PAINTED TO PROTECT AGAINST THE ELEMENTS. 11. PROVIDE ACCESS PANEL (SIZE AS REQUIRED BY FIRE SPRINKLER CONTRACTOR) IN ELEVATOR PENTHOUSE AT LOCATIONS THAT GIVE ACCESS TO SPRINKLERS & SMOKE DETECTORS SERVING THE ELEVATOR SHAFTS. 12. ALL STORM WATER PIPING (e.g. ROOF DRAINS & OVERFLOWS, FLOOR & TRENCH DRAINS SHALL BE FILTERED THRU LINEAR WETLANDS AND / OR LANDSCAPE PLANTERS PER THE CITY OF CUPERTINO'S SUSMP REQUIREMENTS. SEE PLUMBING & CIVIL DRAWINGS FOR ADDITIONAL INFO. 1'—()° CONDUCTOR HEAD T.O. CONDUCTOR HEAD FACE OF WALL 1/8x1 STRAP MTL BRKT 4"x4" MTL D.S. CONCEAL SFAM TO WALI g DOWNSPOUT CONDUCTOR & DOWNSPOUT - ELEVATOR RF SCALE: 1 1/2" = 11'-O"L4 ELEVATOR ROOF SCALE: 3/8 = 1 -0" ROOF PLAN NOTES 1. FOR ROOF & OVERFLOW DRAIN, SEE PLUMBING PLANS. 2. PROVIDE DRAIN LEADERS TO LOWER ROOF - TYPICAL FOR ALL TOWER ELEVATOR PENTHOUSE & STAIR CASE ROOFS. 2) Main Street Cupertino Aggregator,LLC CONSULTANT B2 ISSUES/REVISIONS \ CONT. FLASHING OVER 7 03\11\16 BULLETIN # 7 PARAPET BEYOND A 06\12\14 CITY RESUBMITTAL 04\17\14 CITY RESUBMITTAL 12\19\13 CITY SUBMITTAL NO. DATE DESCRIPTION © 2014 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. ROOFING MEMBRANE PARAPET BEYOND RING SHANK ROOFING PARAPET DESIGNED BY: Designer CHECKED BY: Checker APPROVED BY: Approver � WD BLOCKING NAILS @ 4" O.C. \ T.O. ROOF TURN ROOFING VERT. T.O. ROOF PA PARAPET SLOPED --- OVER 5/8" DENSGLASS ROOFING PARAPET 17 _ 0'-0" _ _ _ _ DENS DECK COVER A228 ROOFING BOARD ADHERED TO CAULKING & 4' - 0" L2'- 6" RIGID INSULATION BACKER ROD - SLOPED —� TAPERED INSUL. 18 GA, 1 112 MTL DECK 4"x4" SCUPPER 00 _ 48"x24" _ _ • SLOPED -- LOUVER 240'-0" T.O. TOWER CONT. 48"x24" SEALANT"� "' T.O. CONDUCTOR LOUVER �_— "J" MOLD HEAD -77=11 —} — — — — 2x BLOCKING JL41; CO DUCT R& 0 4, 0.. t B.O. MTL DECK BTWN STUDS ----------------------- - _ GENERAL DOWNSPOUT ■ ISOLATE AOLLECOPPER & 238'- 0" ALUMINUM MATERIALS FROM 3 ��;� IFF (2) 518" GYP. BD (2) 518" GYP. BD FEROUS METALS BY � , APPLICATION OF DESERT STUCCO SIMPSON SDS 114"x2" SIMPSON SDS 1/4"x2" _ CRETE BOND COAT MATERIAL. A210 SCREW @ EVERY OTHER SCREW @ EVERY OTHER N ■ USE STAINLESS STEEL METAL LATH _ LOW FLUTE (12" O.C. MAX) LOW FLUTE (12" O.C. MAX) FASTENERS AT COOPER �7,p-, - 1 TYVEK WEATHER ,��. SIMPSON SDS 114"x6" SIMPSON SDS 1/4"x6" • .�'- PANS &FLASHINGS. TSim YP. BARRIER 11 - SCREW @ EA. STUD, TYP. SCREW @ EA. STUD, TYP. ■ REFER TO STRUCTURAL DWGS O i A706 518" DENSGLASS � FOR FRAMING &PLYWOOD 1 1 SIM 3x6 WD LEDGEER 3x6 WD LEDGEER SHEATHING INFORMATION 0 A706 SIM � (2) 518" GYP. BD (2) 518" GYP. BD CONDUCTOR 4 TYP. B.O. HOIST BEAM INSULATION INSULATION ` ' B.O. HOIST BEAM A706 238'-6"JI � DOWNSPOUT 238'-F 2x6 WD STUDS @ 16" O.C. 2x6 WD STUDS @ 16" O.C. STUCCO METAL LATH ' TYVEK WEATHER BARRIER 518" DENSGLASS A530 &2) 3 4 5 6 7 8 9 10 11 12 ENLARGED ROOF PLAN - SOUTH SCALE: 1/8" = 1'-0" IM E SCUPPER DETAIL - ELEVATOR ROOF SCALE: 3 -1-0 ht Limit 240.00' 0 0 I ELEVATOR SOUTH ELEVATION @ ROOF LEVEL SCALE:(3 /I Al2 A11 GENERAL NOTES 1. ROOF ASSEMBLY/ROOF COVERING CLASSIFICATION FOR TYPE IIIA CONSTRUCTION IS MIN.TYPE'B' PER CBC TABLE 1501.1. 2. ALL ROOFING TO BE INSTALLED PER ROOFING MANUFACTURER'S SPECIFICATIONS (U.N.O.). 3. CARRY MEMBRANE ROOFING UP ROOF -SIDE OF PARAPETS. 4. FLOW LINES ALONG CRICKETS SHALL SLOPE A MIN. OF 1/4" PER FOOT. 5. NO ROOF PENETRATIONS (e.g. VENTS) TO OCCUR WITHIN 1'-6" OF VALLEYS, HIPS OR RIDGES. 6. WHERE REQUIRED BY SIZE OF DUCTS OR OTHER PENETRATIONS, ROOF JOISTS SHALL BE SPREAD APART TO ALLOW SUFFICIENT SPACE FOR PASSAGE THRU THE ROOF CEILING ASSEMBLY. PROVIDE 2x WOOD LADDER FRAMING AT 24" O.C. PERPENDICULAR TO ROOF JOISTS. LIMIT MAX. SPREAD OF JOISTS TO 30" O.C. BLOCKING SHOULD BE FULL HEIGHT OF JOISTS TO ALLOW DRYWALL AT CEILING TO BE INSTALLED FLUSH ACROSS WIDENED JOIST BAY. SEE MECHANICAL DRAWINGS FOR DUCT SIZES. 7. COORDINATE MECHANICAL, PLUMBING & ELECTRICAL ITEMS (e.g. VENT & CONDUIT LOCATIONS TO MINIMIZE THE NUMBER OF PENETRATIONS, PITCH PANS & THE LIKE, BY RUNNING NEIGHBORING ITEMS TOGETHER WHERE POSSIBLE. 8. ROOF TOP EQUIPMENT SHALL BE ISOLATED FROM THE ROOF / CEILING. 9. ASSEMBLY, UTILIZING A 6" MIN. HIGH PLATFORM INSTALLED PLUMB & LEVEL, ROOF PENETRATIONS FOR H.V.A.C. EQUIPMENT SERVICES (e.g. ELECTRICAL & PLUMBING) SHALL BE MADE WITHIN THE CONFINES OF THE EQUIPMENT PLATFORM. THE PLATFORM SHALL BE 6" LARGER THAN THE EQUIPMENT ON EACH SIDE. VERIFY EQUIPMENT SIZES WITH MECHANICAL DRAWINGS. 10. ALL EXPOSED METAL ITEMS & SURFACES NOT PROVIDED WITH A FACTORY FINISH SHALL BE PRIMED & PAINTED TO PROTECT AGAINST THE ELEMENTS. 11. PROVIDE ACCESS PANEL (SIZE AS REQUIRED BY FIRE SPRINKLER CONTRACTOR) IN ELEVATOR PENTHOUSE AT LOCATIONS THAT GIVE ACCESS TO SPRINKLERS & SMOKE DETECTORS SERVING THE ELEVATOR SHAFTS. 12. ALL STORM WATER PIPING (e.g. ROOF DRAINS & OVERFLOWS, FLOOR & TRENCH DRAINS SHALL BE FILTERED THRU LINEAR WETLANDS AND / OR LANDSCAPE PLANTERS PER THE CITY OF CUPERTINO'S SUSMP REQUIREMENTS. SEE PLUMBING & CIVIL DRAWINGS FOR ADDITIONAL INFO. 1'—()° CONDUCTOR HEAD T.O. CONDUCTOR HEAD FACE OF WALL 1/8x1 STRAP MTL BRKT 4"x4" MTL D.S. CONCEAL SFAM TO WALI g DOWNSPOUT CONDUCTOR & DOWNSPOUT - ELEVATOR RF SCALE: 1 1/2" = 11'-O"L4 ELEVATOR ROOF SCALE: 3/8 = 1 -0" ROOF PLAN NOTES 1. FOR ROOF & OVERFLOW DRAIN, SEE PLUMBING PLANS. 2. PROVIDE DRAIN LEADERS TO LOWER ROOF - TYPICAL FOR ALL TOWER ELEVATOR PENTHOUSE & STAIR CASE ROOFS. 2) Main Street Cupertino Aggregator,LLC CONSULTANT ARC 4, GONG V � o = C-10250 �. Exp: 12/31/15 9TF of CA0F�� ISSUES/REVISIONS 10 05\13\16 BULLETIN # 10 7 03\11\16 BULLETIN # 7 3 01\08\16 BULLETIN # 3 07\23\14 FIRE DEPT.RESUBMITTA 06\12\14 CITY RESUBMITTAL 04\17\14 CITY RESUBMITTAL 12\19\13 CITY SUBMITTAL NO. DATE DESCRIPTION © 2014 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. MARRIOTT RESIDENCE INN 19429 STEVENS CREEK BLVD. CUPERTINO, CA DRAWN BY: Author DESIGNED BY: Designer CHECKED BY: Checker APPROVED BY: Approver PROJECT NUMBER: 2014-013-00 SCALE: As indicated ISSUE DATE: 11/05/13 ENLARGED ROOF PLAN - SOUTH A21 0 s 0- 1 1 O N 77 (.0 j O r j O 1 N O ' M fD 1 1 LJ_I 1 F— C1 C2 C3 C4) r METAL ROOF ABOVE 3 GLAZED TOWER, SEE ELEVATIONS ( ------------------------- -A544 ------ I 30'-7" , I T - I , t 236' " X Fitn - 11 5/8 0 �N it � I j 5' -111/2" ,o„ M 234'- 0" TYP. SIM 1 O A706 is 1 Q 0 SIM TYP. 4 A706 2 A541 C5 C6C7 I I I 15 M A503 I I A212 1 T P. I A706 7 --------------- 4 238'- 0" A541 I , I , i O° , co t ' � a i t , 6'-0" i C8 C9 I I 238'- 0" I I I ------------1 w_ °Z7 °Uj o — o O � I __7ZZ RIDGE E 0 SIM 6 A706 i 71 I I o I I , �` IL w 0 0 � 11212�� I 0 � 1/4" / 1'- 238' - 0" — — — 238'- 0" LDKE LU 0 3/8" / V-0" 3/8" / V-0" 3/8" / V-0" 3/8" ------------- Uj 0 1 0 A541 2228 238'- 0" 5 A541 SIM 4 TYP. A706 0491:3Qfli A504 5 jAf-ifflji 1 TYP A706 3 A210 238'-0 7 5 A501 0 318" 11'-0„ 1/4" / V-0" 4 TYP. A706 GENERAL NOTES 1. ROOF ASSEMBLY/ROOF COVERING CLASSIFICATION FOR TYPE IIIA CONSTRUCTION IS MIN.TYPE'B' PER CBC TABLE 1501.1. C10 C11 C12 2. ALL ROOFING TO BE INSTALLED PER ROOFING MANUFACTURER'S SPECIFICATIONS (U.N.O.). 3. CARRY MEMBRANE ROOFING UP ROOF -SIDE OF PARAPETS. 4. FLOW LINES ALONG CRICKETS SHALL SLOPE A MIN. OF 1/4" PER FOOT. 5. NO ROOF PENETRATIONS (e.g. VENTS) TO OCCUR WITHIN 1'-6" OF VALLEYS, HIPS OR RIDGES. 6. WHERE REQUIRED BY SIZE OF DUCTS OR OTHER PENETRATIONS, ROOF JOISTS A505 SHALL BE SPREAD APART TO ALLOW SUFFICIENT SPACE FOR PASSAGE THRU THE 16'-6" 10'-83/8" ROOF CEILING ASSEMBLY. PROVIDE 2x WOOD LADDER FRAMING AT 24" O.C. PERPENDICULAR TO ROOF JOISTS. LIMIT MAX. SPREAD OF JOISTS TO 30" O.C. 2 BLOCKING SHOULD BE FULL HEIGHT OF JOISTS TO ALLOW DRYWALL AT CEILING TO BE INSTALLED FLUSH ACROSS WIDENED JOIST BAY. SEE MECHANICAL DRAWINGS 4 TYP 17 FOR DUCT SIZES. YA706 A701 238 0 O° METAL ROOF, SEE 7. COORDINATE MECHANICAL, PLUMBING & ELECTRICAL ITEMS (e.g. VENT & CONDUIT ELEVATIONS LOCATIONS TO MINIMIZE THE NUMBER OF PENETRATIONS, PITCH PANS & THE LIKE, ' BY RUNNING NEIGHBORING ITEMS TOGETHER WHERE POSSIBLE. 91-0.1 8. ROOF TOP EQUIPMENT SHALL BE ISOLATED FROM THE ROOF / CEILING. zo % � � 9. ASSEMBLY, UTILIZING A 6" MIN. HIGH PLATFORM INSTALLED PLUMB &LEVELROOF PENETRATIONS FOR H.V.A.C. EQUIPMENT SERVICES (e.g. ELECTRICAL & PLU, MBING) 4 TYP SHALL BE MADE WITHIN THE CONFINES OF THE EQUIPMENT PLATFORM. THE PLATFORM SHALL BE 6" LARGER THAN THE EQUIPMENT ON EACH SIDE. VERIFY A706 EQUIPMENT SIZES WITH MECHANICAL DRAWINGS. 00 10. ALL EXPOSED METAL ITEMS &SURFACES NOT PROVIDED WITH A FACTORY FINISH o SHALL BE PRIMED &PAINTED TO PROTECT AGAINST THE ELEMENTS. 239'-0" T.O. TOWER N 11. PROVIDE ACCESS PANEL (SIZE AS REQUIRED BY FIRE SPRINKLER CONTRACTOR) IN ELEVATOR PENTHOUSE AT LOCATIONS THAT GIVE ACCESS TO SPRINKLERS & SMOKE DETECTORS SERVING THE ELEVATOR SHAFTS. 1 SIM. A701 12. ALL STORM WATER PIPING (e.g. ROOF DRAINS & OVERFLOWS, FLOOR & TRENCH DRAINS SHALL BE FILTERED THRU LINEAR WETLANDS AND / OR LANDSCAPE PLANTERS PER THE CITY OF CUPERTINO'S SUSMP REQUIREMENTS. SEE PLUMBING & CIVIL DRAWINGS FOR ADDITIONAL INFO. RIDGE SIM 4 TYP. A706 5 A503 f. I o 1/4"11'-0" 238'- 0" I 31a� 118„ 11'-0„ � J 238'- 0" SIM 1 TYP. A7 66 ALE: ENLARGED ROOF PLAN - NORTH SCALE: - 1'-0" ROOF PLAN NOTES 1. FOR ROOF & OVERFLOW DRAIN, SEE PLUMBING PLANS. 2. THROUGH WALL SCUPPER, DRAIN LEADER TO LOWER ROOF TYPICAL FOR ALL TOWER ELEVATOR PENTHOUSE & STAIR CASE ROOFS. C T S F - -- - 7'14 H3 -906 Main Street Cupertino Aggregator,LLC CONSULTANT GONG V ��y /20 F = C-10250 Exp: 12/31/15 qTF �F CAL\F�� ISSUES/REVISIONS 10 05\13\16 BULLETIN # 10 7 03\11\16 BULLETIN # 7 3 01\08\16 BULLETIN # 3 07\23\14 FIRE DEPT.RESUBMITTA 06\12\14 CITY RESUBMITTAL 04\17\14 CITY RESUBMITTAL 12\19\13 CITY SUBMITTAL NO. DATE DESCRIPTION © 2014 Architects Orange These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. MARRIOTT RESIDENCE INN 19429 STEVENS CREEK BLVD. CUPERTINO, CA DRAWN BY: Author DESIGNED BY: Designer CHECKED BY: Checker APPROVED BY: Approver PROJECT NUMBER: 2014-013-00 SCALE: 1/8" = F-0" ISSUE DATE: 12/14/13 ENLARGED ROOF PLAN - NORTH 7/8" STUCCO ON METAL LATH ON TYVEK WEATHER BARRIER ON 5/8" DENS GLASS SHEATHING ON WD. STUD FRAMING, REFER TO STRUCT. DWGS LED WALL WASHER, TYP. AT ALL PARAPET TYVEK WEATHER ------- BARRIER ON PLASTER WEEP METAL FLASHING ON TYVEK WEATHER BARRIER ON TREATED -TAPERED WD BLKG. CONT 2x TOP PLATES CONT 2x4 LEDGER 2x BLOCKING (MIN. 2" DEEPER THAN WALL STUDS) INSULATION PER ENERGY CODE CLASS I OR II VAPOR RETARDER WOOD FRAMED WALL, SEE PLAN DRIP CREED CONT.SEALANT & BACKER ROD -- ----------------- 20 SIM ROOF JOISTS @ UNITS PER STRUCTURAL i TYPICAL PARAPET @ UNITS SCA., �E� l'-0 11