06050187 CITYOFCUPERTINO ' + �!' '_
BUILDING DOISION PERMIT .;CONTRACTUR,TrC 'O N7A'fiT(1N
BU ILDING ADDRESS: 'MICHAEL LUNNEBORG ROOFING PERm TNO'06050187
20220 LYNTON CT
OWNER'S NAME: FELMrr MUEDATE
ANURAG JAIN 1328 WHITE OAKS RD 115/22/2006
NE: SANITARY NO. CONTROL NO.
(831) 278-1837
ARCHITECTIENGINEER: BUILDING PERMIT INFO
BLDGELECT O PLUMB MECH
O O
Sop LICENSED CONTRACTOR'S DECLARATION Job Description
i 1 heacby affirm Nat 1 am hemmed under provision of Chapter 9(commenting with
with Section 70M)of Division 3 of Ne Businevand Predca3iom Cade,aM my l umea 4
in full ram and R G7o 2 � TEAR OFF WOOD SHAKE , INSTALL FELT, BATTENS, AND
7e= v�`wc°w c l METAL TILE, CLASS A
3 ARCHITECTS DFA �7
f I understood my Plw shall he used u public retards � f ��
) u
G�a Licensed Pmfcuioml
5 3 OWNER-BUILDER DECLARATION
1 hereby affirm that I am eumpt from tea Contrmo's Uccom Law for the Qo
OO following moon.(Sccdon 7031.5,Buslmos and Professions Cade:Any city or county ��� •
COO
9 which acquires a permit construct,coconstruct,alter.hmmma.demoRm,at repair any structure JUN
En0
'�IS^ pnarm iu Lssu,nco.sena acquire Ne appliesnl forsmhpermilorikasignedaumrnenl Valu R)r7000
222j zF a Net he is licemcd pursuanuo the provisions of the Cmracmls Uunsc law(Chapter 9
C3� (commencing with Sudan 7000)of Division 3 often Business and Professions Cado)or
e 3 Nat he Ln exempt thus.and Ne basis fm the alleged exemption.My violation of ppN N
Sudan 7031.5 by any applicant fora Permit Nfisubjecta the aPpikan m a null pevlty of 3 6 93 5 . 0 0 OCeupaneY Type
not mom Nan five hundred dollars($500).
❑1.u roam of dm pop M.m my rmploym withwps u thek mle compmu don,
will do Nework.and thoshuctuac 1,rmtintaaded onaReacd foruk(Sec.70a4,Business Required Inspections
and Pmresdoes Cada:The CaauumYs License Law dm nowet apply m an career or q p
property rho buildsorimpnsw Wscon,ant who dmsoh weakhimselfm through his
awn employee,pronAded that each imprownsents me,mod lnmMed aranend far ale If. -
however.the building or Improvement Is mid within am esti orcomplat on.the owner-
budder will ban the burden of pmNng Nat M did net Nlk m improve for Purpose of
ink.).
❑1,u saner of the pmperty,am uclwively contracting with licensed c nu mors to
consumer Me project(Sec.7014.Business and Protrusions Cade:)The C-Unt or's U-
ccnse Law dm not apply he an mane of property who builds or Mpores theorem.and.
who contncu for such projects with a cmnumot(s)Iiunsed pursuant he Ne Conuan7ar's '
License law.
❑I am comp,under See ,B R P C ren this mason
Owner Dau
WORKERS COMPENSATION DECLARATION
I hereby affirm under penalty of perjury am of tea following declanninse
I haw and will maintain a Centifiouaf Cansemm self-lawn far Waf esCampen-
ution,u provided for by Section 3700 of the labor Cade.for W pularmarue of Ne
work for which Nis permit is issued.
❑I haw and will maintain Workmen CompeuWan Immum,as acquired by Section
370°of the Labor Cade.far Ne performance of Ne work for which this permit is issued
My Workmen Compensation lmum a carrier and Policy number aac:
Cartier.S&A,r'sf rt- Policy No.: �7k4/,13L—o y
CERTIFICATE OF EXEMPTION FROM WORKERS'
COMPENSATION INSURANCE
Cfhb sermon mad rMW completed Eine permit is fmmuc hundred detan($100) r
or kaa)
I«nity that k Ne pulermace a Ne wart far which this permit Is issued.l duo rot
employ my person In my manmran as in become subject to Ne Worker'Comp=don
Laws of California.Dam
Applicant
NOTICE TO APPLICANT'If,attar making this Carillons:of Bavarian.yon should
become subject as the Worker's Compensation provisions of Me Lahr Code.yea mw
.J 0 forthwith comply with smh provisions or Nu permit shall W deemed awked.
Z r^N.sCONSTRUCTION LENDING AGENCY
[r Ihereby alarm Nat Marc Is a cmutructimn lending agency for tiro performance of
ai
the week fm which tds permit is issued(Sot.3097.Civ.C.)
W�^n. Lender's Name
r7 z Lender's Add.
U Q 1 unify Nat I haw read thin applicntion and sum than The above information It
IL.F correct.l Mau to comply with all city and county aNimmum and some laws mlating to
0U building convection,and hereby auNarin represcourdws of this city to enter upon the
r a tw-mcn0umd p uporty for inspection pur asea.
(We)agree to sew,indemnity and keep harmless Ne City of Cupertino against
hFy v) IhbillGes.judgmenu,costs and expenses which may in any way acme agaimsaid City
U 2 In concgmme of the granting of this permit
^ APPLICANT UNDERSTANDS AND WILL COMPLY WITH ALL NON-POINT Issued by: Date
SO EREG TIO
15C-21`04 Re-roofs
igncuae of ApplicanuCa umtor Data
HAZARDOUS M LS DISCLOSURE Type of Roof
Wt0 rte applicant m Tamm bull Inure err haadk harardow mamrid
u de0md by tea Cupertino Municipal Cade.Chapter 9.12.and Ne HaIN and Safety
Code,Se xs25332(a)?❑YU All roofs shall be inspected prior to any roofing material being installed.
Yca
OWIII the applicant or forum building occupant use equipment Or devim which If a roof is installed without first obtaining an inspection,I agree to remove
IL huallou air conuminanu as dented by the Bay Ana Air Quality Management all new materials for inspection.
District?
❑ �g Pu
Ihow how mad ft Cok, tnd505.25quimrrtawmalerChapter6 iftea Withal
ithal
ntas notCUMalIYhowe,Smimu et ItI MY responsibility
umlusunde Outm build the
dm not whmntly how a tenant.Net It I$my responsihility m notify the aecupant of the
mqu nu which tnwtbc tenonsnceaf am of Occupancy. Signature of Applicant Date '
�Z��� All roof coverings to be Class"B"or better
wen anon a em Data'
CITY OF CUPERTINO
•m 1 of 1 PERMIT RECEIPT OPERATOR: amyw
COPY # 2
Sec : Twp: Rng: Sub: Blk: Lot:
APN . . . . . . . . : 36935019 . 00
DATE ISSUED. . . . . . . : 05/22/2006
RECEIPT #. . . . . . . . . : 34507
REFERENCE ID # . . . : 06050187
SITE ADDRESS . . . . . : 20220 LYNTON CT
SUBDIVISION . . . . . . .
CITY . . . . . . . . . . . . . : CUPERTINO
IMPACT AREA . . . . . . .
OWNER . . . . . . . . . . . . : ANURAG JAIN
ADDRESS . . . . . . . . . . :
CITY/STATE/ZIP . . . : ',
RECEIVED FROM . . . . : WESTERN ROOFING
CONTRACTOR . . . . . . . : MICHAEL LUNNEBORG LIC # 25896
COMPANY . . . . . . . . . . : MICHAEL LUNNEBORG ROOFING
ADDRESS . . . . . . . . . . : 1328 WHITE OAKS RD
CITY/STATE/ZIP . . . : CAMPBELL, CA 95008
TELEPHONE . . . . . . . . : (831) 278-1837
OEE ID UNIT QUANTITY AMOUNT , PD-TO-DT THIS REC NEW BAL
---------- ------------- ---------- ---------- ---------- ---------- ----------
BPERMFEE VALUATION 17, 000 . 00 245 . 16 0 . 00 245 . 16 0 . 00
BSEISMICRE VALUATION 17, 000 . 00 1 . 70 0 . 00 1 . 70 0 . 00
---------- ---------- ---------- ----------
TOTAL PERMIT : 246 . 86 0 . 00 246 . 86 0 . 00
METHOD OF PAYMENT AMOUNT NUMBER
----------------- ------------ ------------------
OTHER 246 . 86 VISA
TOTAL RECEIPT 246 . 86
• i
CITY OF CUPERTINO
!m 1 of 1 PERMIT RECEIPT OPERATOR: amyw
COPY # 3
Sec : Twp: Rng: Sub: Blk: Lot:
APN . . . . . . . . : 36935019 . 00
DATE ISSUED. . . . . . . : 05/22/2006
RECEIPT # . . . . . . . . . : 34507
REFERENCE ID # . . . : 06050187
SITE ADDRESS . . . . . : 20220 LYNTON CT
SUBDIVISION . . . . . . .
CITY . . . . . . . . . . . . . : CUPERTINO
IMPACT AREA . . . . . . .
OWNER . . . . . . . . . . . . : ANURAG JAIN
ADDRESS . . . . . . . . . . :
CITY/STATE/ZIP . . . : ,
RECEIVED FROM . . . . : WESTERN ROOFING
CONTRACTOR . . . . . . . : MICHAEL LUNNEBORG LIC # 25896
COMPANY . . . . . . . . . . : MICHAEL LUNNEBORG ROOFING
ADDRESS . . . . . . . . . . : 1328 WHITE OAKS RD
CITY/STATE/ZIP . . . : CAMPBELL, CA 95008
TELEPHONE . . . . . . . . : (831) 278-1837
SEE ID UNIT QUANTITY AMOUNT PD-TO-DT THIS REC NEW BAL
---------- ------------- ---------- ---------- ---------- ---------- ----------
BPERMFEE VALUATION 17, 000 . 00 245 . 16 0 . 00 245 . 16 0 . 00
BSEISMICRE VALUATION 17, 000 . 00 1 . 70 0 . 00 1 . 70 0 . 00
---------- ---------- ---------- ----------
TOTAL PERMIT 246 . 86 0 . 00 246 . 86 0 . 00
METHOD OF PAYMENT AMOUNT NUMBER
----------------- ------------ ------------------
OTHER 246 . 86 VISA
TOTAL RECEIPT 246 . 86
Community Development
10300 Torre Avenue
aClOF
Cupertino CA 95014
Telephone(408)777-3228
Fat(408)777-3333
OUPERTINO
Building Department
JOB ADDRESS: PERMIT #
zo Zo I 06eVS
OWNER'S NAME: IPHONE #
GENERAL CONTRACTOR: FAX #
I am not using any subcontractors: f�, Z'--e'),6
Signature Date
Please check applicable subcontractors and complete th foll information:
SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE #
Cabinets &Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring: Carpeting
• Linoleum/ Wood
Glass/ Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Ornamental Sheet Metal
Painting/ Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
r/Co tractor Signature Date
DUD 50151
+Q CITY OF CUPERTINO
REROOF
• CUPERTINO PERMIT APPLICATION FORM
APN# sI X n q , 35- D l
Building Address:: /
Owner's Name: Phone#:
k -f
Contractor: J License#:
7 F 7 Zti•—
Contact, // Cupertino Busin s cense #:
.e, �InnrlelJJ�'
Type of Roof Covering:
Existing: Proposed:
❑ Built-Up Roof ❑ Built-Up roof
❑ Asphalt Shingles ❑ Asphalt Shingles
Wood Shakes LI Wood Shakes
❑ Wood Shingles ❑ Wood Shingles
❑ Other(Specify) Other(Specify)Pt40l +-Ie
Number of existing coverings ❑ Provide I.C.B.O. Report# SZ 11r
❑ Tobe Removed ❑ Provide Mfgr. Installation Specs.
• I Have Read,Understand and Will Comply With Cu ertino's Tear Off Policy:
Job Description: G rf
lq—
Residential Commercial ❑
Fire Zone: Yes ❑ No 0 Confirmed with Planning Det. if
there are any restrictions: IJ
Cost of Project: Type of Con hon: Occupancy group:
_7
Qty. if
Applicable Fee ID Fee Description Fee Group
BPERMFEE Bldg Permit Fees BUILDING
BENERGY Energy BUILDING
BSEISMICRE Seismic Fee Res BUILDING.
BSEISMICOM Seismic Commercial BUILDING
BPLANCHK Plan Check Fee BUILDING
BUSLIC Business License BUILDING
•
Community Development Department
Building Division
City of Cupertino
10300 Torre Avenue
Telephone: (408) 777-3228
Fax: (408)777-3333
Building Department
Subject: Re-roofing policy for the City of Cupertino
1. Prior to permit issuance,you must agree to comply with 1997 UBC Standards
and manufacturers specifications on re-roofing.
2. New roof coverings shall not be applied without first obtaining all inspection
and written approval from the building inspector. A final inspection and
approval shall be obtained from the building inspector when the re-roofing
is completed.
3. All roofs shall be inspected prior to any roofing installation.
4. To receive a final sign off from the City, the following steps are
required:
1) Pre-inspection and/or tear off approval.
2) ht-progress inspection approval.
3) Final inspection approval.
a) Spark arrester installation.
5. If plywood is installed, a plywood nail inspection is required.
• 6. Any roofing which is applied without first obtaining an inspection,
will require the removal of all new material down to the sheathing,
so a proper City inspection can be performed.
7. NOTE: If you call for a plywood nail inspection and the job is not ready,
you will be charged a re-inspection fee of$176.18. The re-inspection fee must
be maid before another inspection can be scheduled.
IMPORTANT:
1. Flat roofs must have a minimum of 1/4 " per foot slope and demonstrate
that there is no ponding.
2. An I.C.B.O. report is required to be on the job site at the time on inspection.
I understand and will comply with the above stated policy on re-roofing.
Homeowner's Name: rtK)k&N
Job Site Address:
Roofing Company Name:
Applicant's Signature: Date: Z/-Oio
• Greg'Casteel
Building Official
Revised 11/2/04
ER-5218
• LEGACY REPORT Reissued January 1, 2004
ICC Evaluation Service, Inc. BuskessFoomWOMm.MWWaiurmWRoacLWbMierCaga 90601N(5e2)699,05Q
Regional Olfim-900 Montclair Road,Sufte A Birmingham,Alabama 35213 •(205)5999800
www.icc-es.org Regional Oleoe-4051 West Flossmmr Road,Country Club Hills,IOlrpis 60478-(/0e)7992305
Legacy report on the 1997 Uniform Building CodeTM
DIVISION:07—THERMAL AND MOISTURE PROTECTION 2.4 Underlayment:
Section:07310—Shingles Underlayment shall be two layers of Type 15, one layer of
METRO COATED STEEL ROOFING PANELS Type 30 organic-fiber felt or one layer of ELK Corporation's
Versashield. Type 15, Type 30 and Versashield
underlayments must be listed with an agency accredited by
METRO ROOF PRODUCTS International Accreditation Service (IAS). For use in areas
3093"A"INDUSTRY STREET subject to wind-driven snow,ice buildup,or wind-driven dust
OCEANSIDE,CALIFORNIA 92054 or sand, both of the following are required:
1.0 SUBJECT 1. Solid sheathing, with two layers of Type 15 felt or one
layer of Type 30 felt,for the field of the roof.
Metro Coated Steel Roofing Panels. 2. Solid sheathing with two layers of Type 15 felt applied
2.0 DESCRIPTION shingle-fashion,solidly cemented together with approved
cementing material between the plies,and extending from
2.1 General: the eave up the roof to a point 36 inches(914 mm)inside
The corrugated roofing panels are pressure-formed from the exterior wall line of the building.
structural-quality sheet steel complying with ASTM A 792-95, 2.5 Installation—New Roofing:
with an AZ-50 aluminum-zinc alloy coating.The base metal The panels are designed to be installed on wood or steel
thickness is No.26 gage[0.0162 inch(0.41 mm)].The steel battens placed 14'/2 inches(368 mm)on center over spaced
has a minimum yield strength of 37,000 psi(255 MPa).The or solid sheathing.The battens are attached to the supporting
• overall size of each panel is 16 inches(406 mm)wide by 52 framing members spaced at 24 inches(610 mm)on center,
inches (1320 mm) long, with an installed exposure of 14'/, maximum,with 16d common nails which must be of sufficient
inches(368 mm)by 50 inches(1270 mm).The panel consists length to penetrate at least 1 inch(25.4 mm)into the framing
of a series of stamped modules simulating a tile or wood member.When nominal 1-inch-by-4-inchcounterbattens are
shake profile, each having a vertical lap interlock and nail used,battens are attached with 8d common nails spaced 12
face created by a 7/.-inch (22 mm)downtumed front flange inches (305 mm)on center. When steel battens are used,
and a 1-inch (25.4 mm) upturned rear flange.A 2-inch (51 placed 14'/2 inches (368 mm) on center in lieu of wood
mm)side lap at both ends allows the panels to interlock with battens,battens are attached to supporting framing members
adjacent panels. Each panel weighs 6 pounds(2.7 kg).The
installed weight of the system is approximately t.4 spaced y 24 inches 38 mm)on center,maximum,with two
g ysz pp y pounds No. 10 by 11/2-inch (38 mm)screws spaced 24 inches (610
per square foot (6.8 kg/m'). The panels are coated with a mm)on center,as shown in Figure 1.Panels adjacent to the
baked-on primer on both sides. On the exposed surface, ridge are adjusted by cutting and bending vertically in the
crushed stone chips are embedded in an acrylic resin field. Valleys are framed using nominal 2-by-2-inch wood
adhersivg on the panels.The stone surface is finished with a battens or steel hat sections spaced 3 inches(76 mm)apart,
clear acrylic overglaze.Accessory gable,ridge, hip and trim fastened on both sides of the valley. Valleys are framed to
are produced in a similar manner. receive No. 28 gage [0.016 inch (0.41 mm)] corrosion-
2.2 Battens and Counterbattens: resistant metal flashing extending at least 8 inches(203 mm)
Battens are nominal 2-by-2-inch and counterbattens are from the center line each way.Valley flashing end laps are 4
nominal 1-by4-inch construction grade Douglas fir,larch or inches(102 mm),minimum.Metal valley flashing must have
better.Battens may also be steel hat-shaped sections with a one layer of Type 15 felt undedayment,36 inches(914 mm)
V/2-inch (38 mm) minimum height, fabricated from No. 28 wide,directly under the full flashing length.
gage(0.0149 inch)(0.38 mm)galvanized steel. All full-size panels are fastened in place on the roof priorto
2.3 Roof Slopes: the cutting of tiles for placement at hips,ridges orvalleys.The
pes: panels are staggered a minimum of one module, and are
The panels shall be installed on roofs with solid or spaced fastened to battens with four 6d common nails,11/,inches(38
sheathing and a minimum slope of 2'/,:12(21%slope). For mm)long,or No. 10 by V/2-inch(38 mm)screws. Fasteners
roof slopes less than 21/,:12 (21% slope), the panels are are positioned 11/, inches (38 mm) from the center of the
considered decorative and must be installed over a roof- concave and along the downturned edge of the panel.Care
covering system complying with the 1997 Uniform Building must be exercised in nailing to avoid striking the finished
CodeTM (UBC),subject to building official approval. surface of the panel.
• ICC-ES legacy reports ore not to be construedas representing aesthetiav or one other mtributer not specifically addnerved,mcnt nor are they to be construed rte
on a domeofthe sum
bject ofthe report ora reeomentkatonfor hs we.There u no narronN ian by JCC EvohnoSemire.Inc..espme or implied,as to l
nnvfinding or other matter in this report,orasto mty product nwred by the reporr.
Copyright O 2004 Page 1 of 4
Page 2 of 4 ER-5218
Trim tiles are provided with a continuous cap piece or barge Metro steel roofing panels installed in accordance with
• cover, with the exposed surface treated the same as for Section 2.6 of this report are classified as Class B roof
regular panels.Ridge and hip board must have a minimum i- assemblies in accordance with Section 1504.1 of the UBC.
inch(25.4 mm)thickness and project a minimum of 4 inches 2.8 Structural Diaphragm:
(102 mm) above the rafters on existing roof surfaces. The
tiles are fastened to the side of hip or ridge boards after Steel roofing panel systems may be used as structural roof
mitering, cutting and bending, and are then capped with diaphragms when constructed as indicated in Sections 2.5
appropriate trim to match the panel finish.Panels are cut and and 2.6 of this report, but with counterbatten nailing as
bent down into the valley pan, forming an open or closed indicated in Section 2.8.The 1-by-4 oounterbattens,aligned
valley. Openings in the roof are flashed with No. 28 gage over framing spaced at 24 inches (610 mm) on center
[0.016 inch(0.040 mm)]corrosion-resistant metal flashing as (maximum), must be fastened with minimum 16d common
required by Sections 1508 and 1509 of the UBC.Openings nails or equivalent, nailed at 10 inches(254 mm)on center.
through the tile for vents must be adequately weatherproofed Counterbattens must be fastened through to framing
as previously described,and supported by additional blocking members or completely through existing spaced sheathing,
or roof framing as necessary. with one nail per intersection with spaced sheathing.
2.6 Reroofing Application: The nails must be long enough to penetrate 1 inch (25.4
2.6.1 General: With the old roof covering completely mm) into framing or for the diamond point to penetrate
through the sheathing. Nails must be within 6 inches (152
removed, all conditions noted in Sections 2.1 through 2.5 mm)of counterbatten ends.
apply.The Metro panels may also be installed over existing To support the panels, nominal 2-by-2 battens are placed
wood shake,wood shingle,asphalt shingle orgravel-surfaced
roofing,subject to the conditions set forth here and providing across the counterbattens at 14'/2 inches(368 mm)on center.
the roof slope complies with Section 2.3.The entire existing The battens are attached with one 16d common nail at each
surface of existing wood shingle orwood shake roofs shall be framing intersection. The panels must be installed in
covered with gypsum board,mineral fiber,glass fiberorother accordance with Section 2.5 of this report.
approved materials,securely fastened in place in accordance The resulting diaphragm has an allowable shear equivalent
with Section 1516.3 Appendix Chapter 15 of the UBC. to "13,-inch-thick (12 mm) structural wood panel sheathing
Battens and counterbattens shall be installed over the cover installed in accordance with Table 23-II-H of the UBC using
board.The existing structure must be inspected as set forth fid nails over nominal 2-inch wood framing members in an
in Appendix Chapter 15 of the UBC. unblocked diaphragm. The maximum aspect ratio is 4:1.
All loose gravel and debris must be swept off existing built- Diaphragm deflections may be estimated using the equations
up roof coverings.Blisters in the plies must be cut and nailed in Section 23.222 of UBC Standard 23-2, using values for
flat. Raised perimeters, such as gravel stops, must be /3rinch-thick(12 mm)wood structural panels.
• covered by the Metro roofing system. The system may be 2.9 Wind Uplift:
installed over integral gutters,providedthere isa fascia board Metrotile roofing panels installed in accordance with this
nailed to the rafters and installed outside the gutter. report are acceptable on any portion of a roof having a
2.6.2 Class B: Ridge and hip caps must be removed and maximum height of 40 feet(12 192 mm)in areas identified as
the existing roof covering cut back flush with the fascia or Exposure B as set forth in Table 16-G of the code, with a
barge cover. Nominal 1-by-4 wood counterbattens are maximum basic wind speed of 80 miles per hour(129 km/h).
installed parallel to the framing members at 24 inches(610 2,10 Identification:
mm)on center,maximum.Counterbattens are fastened at 12
inches(305 mm)on center with nails penetrating completely A label bearing the manufacturers name (Metro Roof
through the roof sheathing or at least 1 inch(25.4 mm)into Products), address, product name, and evaluation report
the roof framing member. One layer of Type G3 mineral- number(ER-5218)is affixed to each pallet or bundle.
surfaced cap sheet, complying with ASTM D 3909 and 3.0 EVIDENCE SUBMITTED
weighing a minimum of 76 pounds per 100 square feet(34.5
kg per 9.29 m2),isfastened to the counterbattens.Nominal 2- Data in gowith the ES Acceptance Criteria for
by-2-inch battens,spaced 14'/2 inches(368 mm)on center, Metal R000ff Coverings
accordance overings (AC166)66), dated November 2001;
are nailed to the counterbattens with 16d common corrosion- reports of load tests on structural diaphragms;and a quality
resistant nails at each batten intersection. The panels are control manual.
fastened to the battens using not fewer than four 6d 4.0 FINDINGS
corrosion-resistant common nails or the equivalent, in the That the Metro coated steel roofing panels described in
same manner as described in Section 2.5. Panels overlap this report comply with the 1997 Uniform Building
each other by 1 inch (25.4 mm). New flashing shall be Code*",subject to the following conditions:
over and around all existing flashing, vents and
chimneys in accordance with this report and the code. The 4.1 They are manufactured, Identified and installed In
valley used in reroofing must be as shown in Figure 2.The accordance with this report and the manufacturer's
system may be installed over integral gutters provided there Instructions.
is a fascia board nailed to the rafters and installed outside the
gutter. 4.2 Installation is by installers approved by the
manufacturer.
2.7 Fire Classification: 4.3 The Metro roofing panels may be used as a
Metro steel roofing panels installed in accordance with structural roof diaphragm when installed in
Section 2.5 of this report are recognized as noncombustible accordance with Section 2.8.
roof coverings in accordance with Section 1504.2 of the UBC.
• Noncombustible roof coverings as defined in Section 1504.2 This report is subject to re-examination in one year.
are permitted in Section 1503 of the UBC to be applied in lieu
of a Class Afire-retardant roofing assembly,when installation
is in accordance with the manufacturers requirements and
this report.
Page 3 of 4 ER-5218
• Shake Panel
}J
T
52"
16"
Tile & Shake nailing locations,
4 per rear&4 per front
Note:
Installed Exposure
is 14- 1/2•x 50• Tile Panel
52 16"
• I [ t * /
FIGURE 7—PANEL PROFILES
•
Page 4 of 4 ER-5218
• FASCIA DETAIL HIP I RIDGE DETAILS
Meo-o Peng
2 x 2 Barren Net I snow to
NP IddW bowel
C
I?•!f) Ban Trfm\ ' doubts Bonen
s,
h 2x4
Radro
s,�� Bond pal up Whip I Fastmw
�1 ndge board and negl ~� Metropmtl
me.
Foatlo
Notes:
1TW line of news,
m VfiReaw
m ran order Is usod odesnp tons.,w
ma bsf beltm mesal 1 x 4 mntm ballens
spaced leu mm 14-I?M
Me wtlm
2.Mstla our added fame ROOR TO WALL DETAILS
Must be at me acme height
as to pattma
A PITCHED ROOF TO WALL S.ROOF TO SIDEWALL
Counts,Flashing �— Frammp
/Pmts bent up of wall Caunlw Flaatinp
/and nailed l awawod.
B'l Iua Pm FlmMng
Meuo Piano LVEJ
1_+ I '} Bdts,l
n
Rahe/ NOMI
KrNO edge Psti
ight
epehW st Pon m t aYiq.
VALLEY DETAILS CHIMNEY I SKYLIGHT DETAILS
2 x2 Beam Nods
Matro Pwdl pant F.dmdd d me doaa of Shad swats aadd*.or pmol
1-InmtAlOay onnnw/YNmhL ses sant up a enmosas
ww" cool M am somas mirimum a(1)w prod
at sides
Counfs,FMsieng
Pmts pmt
.pose
1.4 Borten
A OPEN VALLEY B.CLOSED VALLEY 2 x 2 Baum
RAKE DETAILS
Matra Pmd
Bond Trim / 2x2Eastman
MoroPmtl Tultem \ anm
/2x20
ts /
\ 1' bdlm
Shwa Rsid/
/ Chonal /
2x20anm \NM leoaxa Ong Edge
9hesmg
Re M
0.RAKE sMlll TRIM
FIGURE 2—TYPICAL INSTALLATION DElOAWBBB RAKE