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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:
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t
6/
3
0
/
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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
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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"
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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
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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
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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
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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
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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
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SCALE: 1 1/2" = 1'-0"1 CANOPY AT ROOFSCALE: 1 1/2" = 1'-0"3 PARAPET @ CURTAIN WALL SCALE: 3" = 1'-0"17
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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
