13120156ALTERNATE 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 RCHITECTS O RANGE 144 North Orange Street • Orange CA 92866 • Tel 714 639 9860 • Fax 714 639 5286 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, Henry Wong Principal Architects Orange ------------------------------------------- Albert Salvador Building Official City of Cupertino, Building Division Date: January 12, 2017 1 1 / 2 " 2" 10" 1'-0" 4" 1" 6 1 / 2 " 1" 4" 4"x4" MTL DS 1/8x1 STRAP MTL BRKT 4"x4" MTL D.S. CONCEAL SEAM TO WALL CONDUCTOR HEAD DOWNSPOUT A B FACE OF WALL T.O. CONDUCTOR HEAD A503 13 2 A540 3 A540 4 A540 2 A531 A504 13 1 A540 1 A531 A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 A12 B2 12 2 3 4 5 7 8 9 10 11 2 A530 1 A1.2 13 A226 A504 7 A5.5 A5.7 6 A6.5 A7.5 A8.8 A9.8 A212 5 A212 7 17 A228 A511 14 5' - 0" 3' - 0 " 6' - 7 5 / 8 " ROOF HATCH 1/4" / 1'-0" RI D G E 239'-2" T.O. CURTAIN WALL 240'-0" T.O. TOWER 1 /4 " / 1 '-0 " RIDGE RI D G E R I D G E 1 /4 " / 1 '-0 " RIDGE 239'-0" T.O. TOWER 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 240'-0" T.O. TOWER 238' - 0" 238' - 0" 239'-2" T.O. WALL 239'-2" T.O. CURTAIN WALL A706 1 SIM 4 A706 SIM 1 A706 SIM TYP. 1 A706 SIM TYP. 4 A706 SIM TYP. TYP. 1 A706 SIM 4 A706 SIM 1 A706 SIM 4 A706 SIM 4 A706 SIM 12 A706 SIM 1 A542 A1.1 236' - 5 1/4" 240'-0" T.O. TOWER A706 6 SIM 11 A706 SIM 1/4" / 1'-0" 1 /4 " / 1 '-0 " 1/4" / 1'-0" 1 /4 " / 1 '-0 " 1 / 4 " / 1'- 0 " 1/4" / 1'-0" 1 /4 " / 1 '-0 " 1/4" / 1'-0" 1 /4 " / 1 '-0 " 1 /4 " / 1 '-0 " 1/4" / 1'-0" RIDGE RIDGE 4' - 6" 1/4" / 1'-0" 1 / 4 " / 1 ' - 0 " 239' - 0" A210 3 1' - 0" 4' - 0" 4' - 0" 2' - 6" 48"x24" LOUVER 48"x24" LOUVER 6 A541 1 /4 " / 1 '-0 " CONDUCTOR & DOWNSPOUT 1/4" / 1'-0" 12"X12" LOUVERS 12"X12" LOUVERS Max. Height Limit 240.00' 17 A228 ROOF 234'-0" 5 7 86 2' - 0 " 2' - 0 " 4"x4" SCUPPER 3' - 2" 48"x24" LOUVER SPLASH 4"x4" MTL DOWNSPOUT EQ EQ EQ 1/2" STUCCO CONTROL JOINT 1/2" STUCCO CONTROL JOINT A210 4 "J" MOLD T.O. CONDUCTOR HEAD RING SHANK ROOFING NAILS @ 4" O.C. GENERAL NOTES: ■ ISOLATE ALL COPPER & ALUMINUM MATERIALS FROM FEROUS METALS BY APPLICATION OF DESERT CRETE BOND COAT MATERIAL. ■USE STAINLESS STEEL FASTENERS AT COOPER PANS & FLASHINGS. ■REFER TO STRUCTURAL DWGS FOR FRAMING & PLYWOOD SHEATHING INFORMATION 3/ 4 " 3" 4 7/8" 1" 4" T.O. ROOF PARAPET 240'-0" 4"x4" SCUPPER 4" 2" CONDUCTOR STUCCO DOWNSPOUT CAULKING & BACKER ROD ROOFING TAPERED INSUL. 18 GA, 1 1/2" MTL DECK SLOPED DENS DECK COVER BOARD ADHERED TO RIGID INSULATION PARAPET B.O. HOIST BEAM 238'-6" 11 1 / 2 " 6 3 / 8 " 1' - 5 7 / 8 " B.O. MTL DECK SLOPED B.O. HOIST BEAM 238'-6" T.O. ROOF PARAPET 240'-0" WD BLOCKING CONT. FLASHING OVER ROOFING MEMBRANE SLOPED (2) 5/8" GYP. BD (2) 5/8" GYP. BD 3x6 WD LEDGEER 2x6 WD STUDS @ 16" O.C. INSULATION 5/8" DENSGLASS STUCCO 5/8" DENSGLASS CONT. SEALANT TURN ROOFING VERT. OVER 5/8" DENSGLASS ROOFING TYVEK WEATHER BARRIER METAL LATH TYVEK WEATHER BARRIER METAL LATH (2) 5/8" GYP. BD (2) 5/8" GYP. BD 2x6 WD STUDS @ 16" O.C. INSULATION 2x BLOCKING BTWN STUDS SIMPSON SDS 1/4"x6" SCREW @ EA. STUD, TYP. SIMPSON SDS 1/4"x2" SCREW @ EVERY OTHER LOW FLUTE (12" O.C. MAX) SIMPSON SDS 1/4"x6" SCREW @ EA. STUD, TYP. SIMPSON SDS 1/4"x2" SCREW @ EVERY OTHER LOW FLUTE (12" O.C. MAX) 3x6 WD LEDGEER PARAPET BEYOND PARAPET BEYOND A11 A12 5 7 8 96 2% 2% 2% 4"x2" SCUPPER 3' - 0" 4" CONDUCTOR & DOWNSPOUT 8 A210 A R C H I T E C T S O R A N G E 144 North Orange Street Orange, California 92866 714 639-9860 S TATEOF CA L I F O R N I A C-10250 H E N R Y G O NG W O N G L I C E N S E D A RCHI T E C T Exp: 12/31/15 FIL E N A M E : TIM E : MARRIOTT RESIDENCE INN 19429 STEVENS CREEK BLVD. CUPERTINO, CA SCALE: PROJECT NUMBER: ISSUE DATE: CHECKED BY: APPROVED BY: DESIGNED BY: DRAWN BY: ISSUES/REVISIONS DATE DESCRIPTION NO. 12\19\13 CITY SUBMITTAL CONSULTANT Main Street Cupertino Aggregator,LLC 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. © 2014 Architects Orange 04\17\14 CITY RESUBMITTAL 06\12\14 CITY RESUBMITTAL 07\23\14 FIRE DEPT.RESUBMITTAL 01\08\16 BULLETIN # 3 3 7 03\11\16 BULLETIN # 7 10 05\13\16 BULLETIN # 10 C: \ U s e r s \ a n h n \ D o c u m e n t s \ M R I - B l d g S h e l l _ a n h n . r v t 6/ 3 0 / 2 0 1 6 6 : 1 7 : 2 6 P M As indicated ENLARGED ROOF PLAN - SOUTH Author Designer Checker Approver 11/05/13 2014-013-00 A210 SCALE: 1/8" = 1'-0" 9ENLARGED ROOF PLAN - SOUTH 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. SCALE: 3/8" = 1'-0" 3ELEVATOR SOUTH ELEVATION @ ROOF LEVEL ROOF PLAN NOTES KEY PLAN 1. FOR ROOF & OVERFLOW DRAIN, SEE PLUMBING PLANS. 2. PROVIDE DRAIN LEADERS TO LOWER ROOF - TYPICAL FOR ALL TOWER ELEVATOR PENTHOUSE & STAIR CASE ROOFS. SCALE: 3" = 1'-0" 8SCUPPER DETAIL - ELEVATOR ROOF SCALE: 1 1/2" = 1'-0" 4CONDUCTOR & DOWNSPOUT - ELEVATOR RF SCALE: 3/8" = 1'-0" 2ELEVATOR ROOF 3 3 3 3 3 3 7 10 10 A503 7 1 A530 2 A541 A504 5 A501 7 5 A503 5 B1 B2 B3 B4 B5 B7 B9 B11 B12 C2 C9 C11 C12 1 A541 3 A541 4 A541 C4 17 A228 C1 C3 C5 C6 C7 C8 C10 B10 B8 B6 A212 15 234' - 0" 234' - 0" 1/4" / 1'-0" 1 /4 " / 1 '-0 " 3 /8 " / 1 '-0 " 1 /8 " / 1 '-0 " 3 /8 " / 1 '-0 " 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1 /2 " / 1 '-0 " 1/4" / 1'-0" RIDGE RI D G E RI D G E 1/4" / 1'-0" RIDGE 238' - 0" 1 /4 " / 1 '-0 " 3 / 8 " / 1 '- 0 " RI D G E 1 / 4 " / 1 ' - 0 " RI D G E 3 /8 " / 1 '-0 " 1 /4 " / 1 '-0 " 3/8" / 1'-0" 3 /8 " / 1 '-0 " R I D G E 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 238' - 0" 239'-0" T.O. TOWER 236' - 11 5/8" 2 4 0 '-0 " T .O . T O W E R 239'-2" T.O. CURTAIN WALL 239'-2" T.O. WALL 12 A706 SIM 4 A706 SIM TYP. 4 A706 SIM TYP. 4 A706 SIM TYP. 4 A706 SIM TYP. 4 A706 SIM TYP. 4 A706 SIM TYP. 1 A706 SIM TYP. 1 A706 SIM TYP. 1 A706 SIM TYP. 1 A706 SIM TYP. 5 A541 1/4" / 1'-0" A505 2 30' - 7" 6' - 8 5 / 8 " 6' - 0" 5' - 11 1/2" 14 ' - 7 " METAL ROOF ABOVE GLAZED TOWER, SEE ELEVATIONS 16' - 6" 10' - 8 3/8" 6' - 0 5 / 8 " 11 3 / 8 " 27 ' - 1 0 3 / 8 " METAL ROOF, SEE ELEVATIONS A706 6 SIM 11 A706 SIM RI D G E RI D G E RI D G E 3 /8 " / 1 '-0 " 3 /8" / 1 '-0" 3/8" / 1'-0" 3/8" / 1'-0" 3/8" / 1'-0" 3 /8 " / 1 '-0 " 3/8" / 1'-0" 3 / 8 " / 1 ' - 0 " 1 /4 " / 1 '-0 " 3 /8 " / 1 '-0 " 1 / 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 " RI D G E 1 A701 1 A701 SIM. 1 /4 " / 1 '-0 " 1/4" / 1'-0" 1 / 4 " / 1 ' - 0 " 239' - 0" A210 3 6 A541 A R C H I T E C T S O R A N G E 144 North Orange Street Orange, California 92866 714 639-9860 S TATEOF CA L I F O R N I A C-10250 H E N R Y G O NG W O N G L I C E N S E D A RCHI T E C T Exp: 12/31/15 FI L E N A M E : TI M E : MARRIOTT RESIDENCE INN 19429 STEVENS CREEK BLVD. CUPERTINO, CA SCALE: PROJECT NUMBER: ISSUE DATE: CHECKED BY: APPROVED BY: DESIGNED BY: DRAWN BY: ISSUES/REVISIONS DATE DESCRIPTION NO. 12\19\13 CITY SUBMITTAL CONSULTANT Main Street Cupertino Aggregator,LLC 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. © 2014 Architects Orange 04\17\14 CITY RESUBMITTAL 06\12\14 CITY RESUBMITTAL 07\23\14 FIRE DEPT.RESUBMITTAL 01\08\16 BULLETIN # 3 3 7 03\11\16 BULLETIN # 7 10 05\13\16 BULLETIN # 10 C: \ U s e r s \ a n h n \ D o c u m e n t s \ M R I - B l d g S h e l l _ a n h n . r v t 6/ 3 0 / 2 0 1 6 6 : 1 7 : 2 9 P M 1/8" = 1'-0" ENLARGED ROOF PLAN - NORTH Author Designer Checker Approver 12/14/13 2014-013-00 A211 SCALE: 1/8" = 1'-0" 1ENLARGED ROOF PLAN - NORTH KEY PLAN GENERAL NOTES 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. 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. 3 Roof 234.00'Max. Height Limit 240.00'7/8" DRIP SCREEDMETAL CAP FLASHING TYVEK WEATHER BARRIER O\1/2" PLYWOOD, PAINTED O\WD FRAMING, REFER TO STRUCT.DWGS SEE PLAN FOR WALL TYPEROOF JOISTS PER STRUCT.SILL PAN W/ BACK LEG,PAINT TO MATCH ADJ.WALL SOFFITCONT 2x4 TOP PLATE GLULAM BEAM, REFER TO STRUCT. DWGSCURTAIN WALL W/ METAL PANELS, SEE EXT.ELEVATIONSGLULAM PER ROOF PLAN NOTES ON A212 1/2" SHIM7/8" STUCCO O\ METAL LATH O\ TYVEK WEATHER BARRIER O\ 5/8" DENS GLASS SHEATHING O\ WD FRAMING, REFER TO STRUCT. DWGS2x10 WOOD BLOCKING,SIMPSON H8 TYP.AT EA. JOIST 6' - 0"GLULAM RIM PER ROOF PLAN NOTES ON A212PVC MEMBRANE O\ TYVEK WEATHER BARRIER O\ 1/2" PLYWOOD O\ WD FRAMINGALUM. FLASHING METAL CLADDING O\ TYVEK WEATHER BARRIER O\ 1/2" PLYWOOD O\ WD FRAMING 5' - 0"SLOPE SEALANT &BACKER ROD STEEL PIPE POST PER ROOF PLAN NOTES ON A212 SEALANT & BACKER RODGLULAM PER ROOF PLAN NOTES ON A212 1' - 10"SIMPSON LUS JOIST HANGER GLULAM PER ROOF PLAN NOTES ON A2122' - 8"2' - 4"A70622SIM CONT 2x6 TOP PLATE3" STD GALV PIPE W/ 3/4"BOLTS AT EA END (OR 3/4" WELDED THREADED STUDS)ROOF 234'-0" BR I C K V E N E E R , SO L D I E R C O U R S E CO N C R E T E F I N I S H BA S E O F T H E P I L A S T E R 1" BR I C K V E N E E R , O \ ME T A L S T U D F R A M I N G , SE E P L A N Roof 234.00'2x BLOCKING (MIN. 2"DEEPER THAN WALL STUDS)ROOF JOISTS @ UNITS PER STRUCTURAL WOOD FRAMED WALL,SEE PLANCONT 2x TOP PLATESMETAL FLASHING ON TYVEK WEATHER BARRIER ON TREATED-TAPERED WD BLKG.LED WALL WASHER,TYP. AT ALL PARAPET CONT 2x4 LEDGER7/8" STUCCO ON METAL LATH ON TYVEK WEATHER BARRIER ON 5/8" DENS GLASS SHEATHING ON WD. STUD FRAMING, REFER TO STRUCT. DWGS DRIP CREED CONT.SEALANT &BACKER RODTYVEK WEATHER BARRIER ON PLASTER WEEPA70622SIMA70120SIM INSULATION PER ENERGY CODE CLASS I OR II VAPOR RETARDER Le v e l 4 21 4 . 8 3 ' 1 ' - 8 " 2 ' - 1 1 " EX T E R I O R W A L L , P E R PL A N RO O M PR O V I D E 1 / 2 " S T O N E S I L L O V E R HE A D O F P O N Y W A L L CU R T A I N W A L L GL A Z I N G , S E E E X T . EL E V A T I O N S CU R T A I N W A L L MU L L I O N , T Y P . , K E E P 1" F R O M F L O O R L I N E PE R M F G . 1" G A P P E R M F G . FI R E I N S U L A T I O N I N A L L W A L L CA V I T I E S , F I R E C A U L K A L L ED G E S FL O O R F I N I S H O V E R G Y P . C R E A T E OV E R W O O D E N F L O O R F R A M I N G WO O D F L O O R F R A M I N G P E R ST R U C T . 4 X W O O D BL O C K I N G P E R ST R U C T . FI R E I N S U L A T I O N I N A L L W A L L CA V I T I E S , F I R E C A U L K A L L ED G E S 3" R E C E S S P E R PL A N N I N G RE Q U I R E M E N T S 1" CU R T A I N W A L L OP A Q U E P A N E L , S E E EX T . E L E V A T I O N S LE V E L 4 21 4 ' - 1 0 " 7" Level 2 195.67' EX T E N D T H E A R E A D R A I N DO W N P I P E I N T O PI L A S T E R , C O N N E C T I T T O TH E S W , S E E P L U M B RO O M PR O V I D E 1 / 2 " S T O N E S I L L OV E R H E A D O F P O N Y W A L L CU R T A I N W A L L G L A Z I N G , SE E E X T . E L E V A T I O N S CU R T A I N W A L L M U L L I O N , TY P . , K E E P 1 " F R O M FL O O R L I N E P E R M F G . FI R E I N S U L A T I O N I N A L L W A L L CA V I T I E S , F I R E C A U L K A L L E D G E S CO N C . P T S L A B , SE E S T R U C T CO N C . S T E M W A L L P O U R W / P T SL A B F O R M O N O L I T H I C J O I N T A7 0 1 20 SI M A7 0 6 1 SI M A7 0 6 22 SI M A7 0 6 22 SI M SE A L A N T & BA C K E R R O D 2x 6 W D . F R A M E 5/ 8 " G Y P . B D . 1 0 1 / 2 " 8 " 7 5 / 8 " 5 1 / 2 " 2x 4 W D . F R A M E 5/ 8 " G Y P . B D . O N M T L ST U D F R A M E P E R ST R U C T . D W G S 11 5 / 8 " L x 3 5 / 8 " W x 5 / 8 " T B R I C K O\ 2 - C O A T C E M E N T P L A S T E R O\ M E T A L L A T H O\ T Y V E K W E A T H E R B A R R I E R O\ ( 3 ) 5 / 8 " D E N S G L A S S O\ M T L S T U D F R A M I N G P E R ST R U C T . D W G S 11 5 / 8 " L x 3 5 / 8 " W x 5 / 8 " T B R I C K O\ 2 - C O A T C E M E N T P L A S T E R O\ M E T A L L A T H O\ T Y V E K W E A T H E R B A R R I E R O\ 5 / 8 " D E N S G L A S S O\ M T L S T U D F R A M I N G P E R ST R U C T . D W G S 11 5 / 8 " L x 3 5 / 8 " W x 5 / 8 " T B R I C K O\ 2 - C O A T C E M E N T P L A S T E R O\ M E T A L L A T H O\ T Y V E K W E A T H E R B A R R I E R O\ ( 3 ) 5 / 8 " D E N S G L A S S O\ W D S T U D F R A M I N G P E R ST R U C T . D W G S IN S U L A T I O N MT L F R A M I N G P E R ST R U C T . D W G S ST O N E O\ 2 - C O A T C E M E N T P L A S T E R O\ M E T A L L A T H O\ T Y V E K W E A T H E R B A R R I E R O\ 5 / 8 " D E N S G L A S S O\ M T L S T U D F R A M I N G P E R ST R U C T . D W G S 7/ 8 " S T U C C O O / M T L L A T H O / TY V E K W E A T H E R B A B R R I E R O / 5/ 8 " D E N S G L A S S S H E A T H I N G O / MT L S T U D F R A M I N G P E R S T R U C T . DW G S DO W N L I G H T I N SO F F I T , S E E R C P SE A L A N T & BA C K E R R O D SE A L A N T & B A C K E R R O D EX T E R I O R A7 0 7 24 LI N E O F W A L L B E Y O N D LE V E L 2 19 5 ' - 8 " 2 1 CURTAIN WALL RECESSED TO ACHIVE 3" RECESS FROM EXTERIOR FINISHFOAM TRIM CORNICE, SEE EXT.ELEVATIONS EX T E R I O R WA L L , S E E PL A N IN S U L A T I O N WH E R E RE Q U I R E D W.R . G Y P S U M BO A R D W / E N A M E L PA I N T F I N I S H EX T E R I O R IN T E R I O R MA S T I C O V E R TE R M I N A T I O N B A R 4 " M I N . GR A D E PL A N T E R WA L L B A S E S E E SC H E D U L E 1 2 " M I N . BE L O W G R A D E WA T E R P R O O F I N G ME M B R A N E PL A S T E R S C R E E D - N O W E E P HO L E S W / S . S . F A S T N E R S @ 8 " O . C . SE L F - A D H E R E D F L A S H I N G 1 8 " W I D E ST R I P E I N O V E R T E R M I N A T I O N B A R & BE N T O N I T E . G E O T E X T C O M P O S I T E 24 G A . S . S . F L A S H I N G S E C U R E D W/ S . S . F A S T N E R @ 8 " O . C . EX T E R I O R C E M E N T P L A S T E R OV E R S C A T C H A N D B R O W N C O A T TY V E K W E A T H E R B A R R I E R EX P A N D E D M E T A L L A T H SE L F - A D H E R E D F L A S H I N G 3 " 3 " 3 " 5/ 8 " D E N S G L A S S S H E A T H I N G 2x BLOCKING (MIN. 2"DEEPER THAN WALL STUDS)ROOF JOISTS @ UNITS PER STRUCTURAL WOOD FRAMED WALL,SEE PLANCONT 2x TOP PLATES CONT 2x4 LEDGER7/8" STUCCO O\ METAL LATH O\TYVEK WEATHER BARRIER O\5/8" DENS GLASS SHEATHING O\WOOD STUD FRAMING @ 16" O.C.SLOPE SEALANT & BACKER ROD2x8 BLOCKINGMETAL CAP FLASHINGALUM. FLASHING EQ EQPVC MEMBRANE O\TYVEK WEATHER BARRIER O\1/2" PLYWOOD O\WD FRAMING METAL CLADDING O\TYVEK WEATHER BARRIER O\1/2" PLYWOOD O\WD FRAMINGLED WALL WASHER,TYP. AT ALL PARAPET TYVEK ON PLASTER WEEP ALUM. FLASHINGA70622SIMA70120SIM ROOF 234'-0"B12Roof234.00'SEALANT & BACKER ROOD7/8" STUCCO O\ METAL LATH O\ TYVEK WEATHER BARRIER O\ 5/8" DENS GLASS SHEATHING O\ STUD FRAMING @ 16" O.C.WOOD FRAMED WALL,SEE PLANDBL CONT 2x TOP PLATE 2x WOOD BLOCKINGGLULAM RIM PER ROOF PLAN NOTES ON A212CONT 2x4 LEDGER2x10 WOOD BLOCKING GLULAM RIM PER ROOF PLAN NOTES ON A212SLOPEMETAL CAP FLASHINGPVC MEMBRANE O\TYVEK WEATHER BARRIER O\1/2" PLYWOOD O\WD FRAMINGALUM. FLASHING METAL CLADDING O\TYVEK WEATHER BARRIER O\1/2" PLYWOOD O\WD FRAMING TYVEK WEATHER BARRIER O\1/2" PLYWOOD, PAINTED WHITE O\WD FRAMING, REFER TO STRUCT.DWGS7/8" DRIP SCREED GLULAM RIM PER ROOF PLAN NOTES ON A212 STEEL PIPE POST, PER ROOF PLAN NOTES ON A212SIMPSON LUS JOIST HANGER SIMPSON H8 TYP.AT EA. JOIST GLULAM RIM PER ROOF PLAN NOTES ON A2123' - 0"A70622SIM GLULAM RIM PER ROOF PLAN NOTES ON A212CURTAIN WALL W/METAL PANELS, SEE EXT. ELEVATIONS ROOF 234'-0"7/8" HATCH CHANNELINSULATIONWHEREREQUIREDW.R. GYPSUM BOARD W/ENAMEL PAINT FINISH EX T E R I O R INTERIOR 4 " M I N . 7/8"SEE PLANS VARIESWALLBASE SEE SCHEDULE PL A S T E R S C R E E D - N O W E E P HO L E S W / S . S . F A S T N E R S @ 8 " O . C . MA S T I C O V E R TE R M I N A T I O N B A R SE L F - A D H E R E D F L A S H I N G 1 8 " W I D E ST R I P E I N O V E R T E R M I N A T I O N B A R & BE N T O N I T E . G E O T E X T C O M P O S I T E 24 G A . S . S . F L A S H I N G S E C U R E D W/ S . S . F A S T N E R @ 8 " O . C . EX T E R I O R C E M E N T P L A S T E R O V E R SC A T C H A N D B R O W N C O A T TY V E K W E A T H E R B A R R I E R EX P A N D E D M E T A L L A T H GR A D E BE L O W G R A D E WA T E R P R O O F I N G ME M B R A N E SE L F - A D H E R E D F L A S H I N G 1 2 " M I N . 3 " 3 " 3 " 5/ 8 " D E N S G L A S S S H E A T H I N G DB L 2 x T O P PL A T E CO N T . C L E A T CONT. CLEATMETAL COPING CAP FLASHING O\ TY V E K W E A T H E R B A R R I E R O \ TR E A T E D - T A P E R E D W D B L K G . 7/ 8 " S T U C C O O \ ME T A L L A T H TY V E K W E A T H E R BA R R I E R 5/ 8 " D E N S G L A S S SH E A T H I N G (1 / 2 " P L Y W O O D WH E R E O C C U R S ) 7/8" STUCCO O\METAL LATH TYVEK WEATHER BARRIER 5/8" DENSGLASS SHEATHING EX T E R I O R ROOF DECK EXTERIOR WALL, SEE PLANINSULATIONWHEREREQUIREDW.R. GYPSUM BOARD W/ ENAMEL PAINT FINISH EXTERIOR INTERIOR MASTIC OVER TERMINATION BAR2" MIN.CONC.SIDEWALKWALL BASE SEE SCHEDULE 12" MIN.BELOW GRADE WATER PROOFING MEMBRANEPLASTER SCREED - NO WEEP HOLES W/ S.S. FASTNERS @ 8" O.C.SELF-ADHERED FLASHING 18" WIDE STRIPE IN OVER TERMINATION BAR &BENTONITE. GEOTEXT COMPOSITE24 GA. S.S. FLASHING SECURED W/ S.S. FASTNER @ 8" O.C.EXTERIOR CEMENT PLASTER OVER SCATCH AND BROWN COAT TYVEK WEATHER BARRIEREXPANDED METAL LATH SELF-ADHERED FLASHING3"3"3"5/8" DENSGLASS SHEATHING SEALANTARCH ITE CTS O RANGE 144 North Orange Street Orange, California 92866 714 639-9860 S T ATE O F C A L I F O R N I AC-10250 HENRYGONGWON GLICENSEDARCHITECT Exp: 12/31/15 F I L E N A M E : T I M E : MARRIOTT RESIDENCE INN 19429 STEVENS CREEK BLVD.CUPERTINO, CA SCALE:PROJECT NUMBER:ISSUE DATE:CHECKED BY:APPROVED BY:DESIGNED BY:DRAWN BY:ISSUES/REVISIONS DATE DESCRIPTION NO.12\19\13 CITY SUBMITTALCONSULTANTMain Street Cupertino Aggregator,LLC 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.© 2014 Architects Orange04\17\14 CITY RESUBMITTAL06\12\14 CITY RESUBMITTAL07\23\14 FIRE DEPT.RESUBMITTAL01\08\16 BULLETIN # 3 3703\11\16 BULLETIN # 71005\13\16 BULLETIN # 10 P : \ 2 0 1 4 - 0 1 3 M R I C u p e r t i n o \ 0 5 A r c h i t e c t u r a l \ P r o d u c t i o n \ M R I - B l d g S h e l l _ L o c a l - N C . r v t 1 / 1 2 / 2 0 1 7 9 : 2 9 : 5 9 A M As indicated EXTERIOR DETAILSAuthorDesignerCheckerApprover12/01/132014-013-00 A701 SCALE: 1 1/2" = 1'-0"9 ROOF @ CURTAIN WALLSCALE: 1 1/2" = 1'-0"19 EX T E R I O R W A L L W / B R I C K V E N E E R SCALE: 1 1/2" = 1'-0"11 TYPICAL PARAPET @ UNITS SC A L E : 1 " = 1 ' - 0 " 23 TY P . C U R T A I N W A L L D E T A I L A T F L O O R SCALE: 1" = 1'-0"18 WA L L D E T A I L A T P O C K E T T E R R A C E SCALE:15 EXTERIOR WALL ISOMETRIC SC A L E : 3 " = 1 ' - 0 " 21 EX T E R I O R W A L L A T P L A N T E R SCALE: 1 1/2" = 1'-0"1 CANOPY AT ROOFSCALE: 1 1/2" = 1'-0"3 PARAPET @ CURTAIN WALL SCALE: 3" = 1'-0"17 TY P . E X T . W A L L A T 1 S T F L R . S L A B SCALE: 3" = 1'-0"20 PA R A P E T D E T A I L 333 3 3 33" STD GALV PIPE W/ 3/4"BOLTS AT EA END (OR 3/4" WELDED THREADED STUDS)SCALE: 3" = 1'-0"2 EXTERIOR WALL AT SIDEWALK