10 SAVOY RD - BUILDING INSPECTION (2) The Commonwealth of Massachusetts REl R� GES
Board of Building Regulations and Stam"t.CTtu�A CITY OF
4Td Massachusetts State Building Code, 780 CMR SALEM
�./ Q Q, -t6W,d Azar 2011
Building Permit Application To Construct, Repair, Reno a
One- or Two-Family Dwelling
I ^ This Section For Official Use Only
v ) Building Permit Number: Date Ap lied:
Building Official(Print Name) Signature Dale
II SECTION1:SITE INFORMATION
1.1 Property Address: 1.2 Assessors Map& Parcel Numbers
10 SAVOY Re,SALEM,MA 01970
i
t L l a Is this an accepted street?yes- no Map Number Parcel Number
n(� 1.3 Zoning Information: 1.4 Property Dimensions:
Zoning District Proposed Use Lot Area(sq 11) Frontage l
1.5 Building Setbacks(ft)
Front Yard Side Yards Rcar Yard
Required Provided Required Provided Required Provided
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Public❑ Private❑ Zone: _ Outside Flood Zone?
Check if yes❑ Municipal ❑ On site disposal system ❑
SECTION 2: PROPERTY OWNERSHIP'
2.1 Owner'of Record:
Lisa Lavoie SALEM,MA 01970
Name(Print) City,State,ZIP
10 SAVOY RO
No.and Street Telephone Email Address
SECTION 3: DESCRIPTION OF PROPOSED WORK(check all that apply)
New Construction ❑ Existing Building❑ I Owner-Occupied ❑ 1 Repairs(s) ❑ Alteratiorl 0 Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify:
Brief Description of Proposed Work 2:This project consists of the installation of 24 Photo-Volatic modules and 24Micro inverters on the existing
residential composite shingle roof top,and the system will produce 5.37 KW,
SECTION 4: ESTIMATED CONSTRUCTION COSTS
Item Estimated Costs: Official Use Only
Labor and Materials
I. Building $4,000 1. Building Permit Fee:$ Indicate how fee is determined:
2. Electrical $ 2 0 ❑ Standard City/Town Application Fee
❑Total Project Cost'(Item 6)xmultiplier x
3. Plumbing $ 2. Other Fees: $
4.Mechanical (HVAC) $ List:
5.Mechanical (Fire $
Suppression) Total All Fees:$
Check No. Check Amount: Cash Amount:
6.Total Project Cost: $ 1 6,110 ❑Paid in Full ❑Outstanding Balance Due:
Pj?,�c U 1 rv� r
SECTION 5: CONSTRUCTION SERVICES
5.1 Construction Supervisor License(CSL)
CS-098996 12I15/2015
Hall)Asian License Number Expiration Date
Name of CSL Holder
List CS Type(see below) R
7 Vinal St.
No.and Street Type Description
U Unrestricted(Buildings Lip to 35,000 cu.ft.)
Dracut,MA,01826 R Restricted I&2 Family Dwelling
City/Town,State,ZIP M Mason
ry
RC Roofing Covering
WS Window and Siding
SF Solid Fuel Burning Appliances
9786019083 halilusta7l@yahoo.com I Insulation
Telephone Email address D Demolition
5.2 Registered Home Improvement Contractor(HIC)
169749 7/2912015
HNA Construction HIC Registration Number Expiration Datc
HIC Company Name or HIC Registrant Name
7 Viral Si. halilusta7l@yahoo.com
No.and Street
Email address
oracw,ma,olexs 978 601 9083
City/Town,State,ZIP Telephone
SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6))
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide
this affidavit will result in the denial of the Issuance of the building permit.
Signed Affidavit Attached? Yes .......... M No...........❑
SECTION 7a: OWNER AUTHORIZATION TO HE COMPLETED WHEN
OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT
I,as Owner of the subject property,hereby authorize
to act on my behalf, in al tters relative to work authorized by this building permit application.
Print Owner's amc(T onic Signature) Dalc
SECTION 7b: OWNERS OR AUTHORIZED AGENT DECLARATION
By entering my name below,I reby attest under the pains and penalties of perjury that all of the information
contained in this ag1tio is rue and accurate to the best of my knowledge and understanding.
4/2412015
Print My er's or A thorize nt's Name(Electronic Signature) Date
NOTES:
I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor
(not registered in the Home Improvement Contractor(FIIC) Program),will not have access to the arbitration
program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at
www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.lzov/dos
2. When substantial work is planned,provide the information below:
Total floor area(sq. ft.) (including garage,finished basement/attics,decks or porch)
Gross living area(sq. ft.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks/porches
Type of cooling system Enclosed Open
3. "Total Project Square Footage"may be substituted for"Total Project Cost"
The Commonwealth of Massachusetts v nt Form
Department of Industrial Accidents
Office of Investigations
1 Congress Street,Suite 100
Boston,MA 02114-2017
www.massgov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Lezibly
Name(Business/Organization/individual): 1//a 19 �d 1 119
Address:
City/State/Zip: . Phone#:
Are you an employer. Check the appropriate box: Type of project(required):
1.0 I am a employer with 4. ❑ I am a general contractor and I
a have hued the sub contractors 6. ❑New construction
employees(f dl and/or part-time).
2.❑ I am a sole proprietor or partner- listed on the attached sheet 7• ❑Remodeling
ship and have no employees These sub-contractors have g, ❑Demolition.
working for me in any capacity. employees and have workers' 9 Building addition
[No workers'comp.insurance comp.insurance.+
required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additiohs
officers have exercised their 1L❑Plumbing repairs or additions
3.❑ i am a homeowner doing all work
myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs
insurance required.]t c.152,§1(4),and we have no
employees.[No workers' - 13.❑Other
comp.insurance required.]
Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.
t Homcowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.
:Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the sub-contractors have employees,they must provide their workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site
information.
Insurance Company Name:
Policy#or Self-ins.Lic.#: — _r — Expiration Date: 1[ -
lob Site Address 15,r4,S7_
Attach a copy of the workers .cation policy declaration page(showing the policy nizrnber and expiratic, onte).
Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine
of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of
Investigations of the DiA for insurance coverage verification.
I do hereb certi under A e alas nd penalties o er is that the information provided above is true and correct.
Sienature: Date
hone#:
Official use only. Do not write in this area,to be completed by city or town official.
J5
City or Town: PermitlLicense#
Issuingg Authority(circle one): i
1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector
6.Other
i
Contact Person: Phone#: i
s. Taa`fa7uurow<no/!/ �'n�fi:ror/u tr/G �`
[Office9l ConsumerAffarlrs,& usape�l j4.�k7af♦re {!
$ C� ' "p,NOME IMPROVEJ�AFrNTCqJ+�T/RiARTOk j
rwRegistratlon: R76477i�9iTYRr
n Expuauon 7129`/2015 I '
HALIL As LAN !
m
HAUL ASLAN -
DDDb 7 YIMAL ST
DRACUT,MA 01426 —'—
t�f Massachusetts -Department of Public Safety
Board of Building Regulations and Standards -
Cnnstruchna Supu�iarr vnb '
License. CS-098996
vy
HALIL ASLA-N '� x
7 VINAL ST if
DRACUT MA 01826
Expiration
Corrunissinner 12f15/2015
DocuSign Envelope ID:933A6F7D-BA18-4182-80E6-A9D9C6AFAD16
4tiUVJrutt�
NUWATT ENERGY nr^Da' lbli c@",FIE<n
Property Owner Consent
Owner: Lisa Lavoie
Address: 10 Savoy Rd
Town: Salem
State: MA
Zip Code: 01970
Phone: 617-461-6321
1 hereby give permission to NuWatt Energy and their representatives to
pull the required permits for a solar installation on my property.
D. signed by:
Signature
—Z=11FE3EE3aAAG_.
Date 4/22/2015
Structural Certification for
Lisa Lavoie
10 Savoy Road
Salem,MA 01970
New solar system to be installed on existing residential roof
Existing Roof Framing
Rafters: True 2x6 at 20"to 24" o.c.
Collar Ties: None
Span: 14'-6"
Wood Species: Douglas Fir Larch Gr.2
Roof sheathing: Plywood
Roof slope: 9.37: 12 38'
PV manufacturer: Hanwha Q Cells 255
Size module: 65.7"x 39.4"(17.97 sf area)
PV weight: 41.8 Ibs or 2.33 psf
Racking rail: Unirac Solarmount
L-foot: Unirac
L-foot max Spacing: 48"
Clamps: Unirac
Attachment to Roof: Quickmount PV with 5116"x 6" Lag bolt with min.2"
penetration into rafter, 2554 Ibs ultimate tension load safe
pullout 1277 Ibs safe load(SF=2)
Design Loading Codes: ASCE 7.05 and 780 CMR
Roof Dead load: 6.83 psf(2.33 psf modules+4.5 roof materials)
Pg (ground snow load): 45 psf(roof snow load=0.7x45=31.5 psf)
Wind speed : components and cladding 110 mph
Wind Summary loads -17.7 psf
Net Wind Uplift force -318 Ibs
Richard B. Gordon,P.E.
Massachusetts License 49993
Date signed: 04-20.2015
1 CERTIFY THAT THE EXISTING ROOF FRAMING CAN ADEQUATELY SUPPORT THE PROPOSED SOLAR
SYSTEM INSTALLATION after sister 2x6 rafters with a 2x6 using (2)10d nails 1'o.c. Use of(2)Guard Dog TM
FMGD002 screws is approved, or equal shear strength of approx.120 lb, 1' o.c.at areas where little space is
available only with remainder of member secured with(2)10d nails 1'o.c. If do not sister,then install a 2x4 @
20"o.c.to 24" (varies with rafter spacing accordingly)knee wall over an interior bearing wall to limit span of
rafters between supports to 11'.
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SYSTEMS AS REOIARED BY NEC 690
4
0 NEC SO16 I.1I PV EOUIPMENT GROUNDING
5 PV MODULES:ULII01 EC61IN ANDIEC6f11 A ARE AM lO c1A55 C FIRE 11l PV SYSTEM AMONG TOAROOF WUNIEDNNCTI0N
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N. NAVAILADLE M DCVOLTAGECALCNA OALCORDINGMNEC690I. ",I GROUNDING ELECTRODE a BONDING TOIEIGEC
117 ALL INSEEERS PHOTOVULTAC MODULES PXDi0VOLTAI PANELS,AND SOURCE CIRCUIT 1213 1 ROME COMMISSIOxIHG DATE: OA.18.2015
COMBINERS INTENDED FOR USE IN A PHOTOVOLTAIC POWER SYSTEM WILL BE OEATEEO 13.13 LEI ELECTRICAL EWIPMEM TURNER FOR ACT � Ott
AND Tz la SOURCE PLACED IN AECORDANCE AFTERLOCAL BUILDI NGCODE � DESIGN BY: T.M.
LISTED FOR THE APPLICATION PER 6904 IDI.SHALL BE INSTALLED ACCORDNG TO ANY Wj 1' r
INSTRUCTIONS FROM LISTING OR IAEELNG NEC 11031.
111 ALL SIGNAD E To BE ftAC ED x ACCORDANCE WIIX LOCAL BUILDING CODE.IF ExPOSED TO q. p Y CHECNEDBY: FIRM,
BE WRES STAUT.ALL P4CUES AGE SIGNALS WILL BE INSTALLED AS SVP�Rw{'111 mai $_e•Ee� u, runs mih.e S:Y—'k
REWIRED BY THE NEC MID ANI, REVISIONS
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03 NTS r-�
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3.1.1 SITE 241 WIRIXG NDUIT UN XOIES 26.2 DISCONNECTION NECTI AND G SWITC ES SHALL BP WRI ION SUCH TH T —
313 RUDDER WILL BE INPUCE LOR INSPECTION IN LOMPLIANW WITH OSXA REGUUTIONS 242 ALL LONDUITAND WIRE WILL BE LISIEOAND APPROVED FORiNEIR PURPOSE. 263 pISCONNECiING SWITCHES SHALL BE WIREOSUCH THAT WHENIHE SWITCH IS
213 THE PV MODULES ARE CONSIDERED NON CUMBUSTIBLE AND THIS SYSTEM IS A UTILITY CONDUIT AND WIRE SPECIFICATIONS ARE RASED ON MINIMUM CODE OPENED THE CONDUCTORS REMAINING ENERGIZED ARE CONNECTED TO THE
INTERACTIVE SYSTEM WITH NU STORAGE BATTERIES REQUIREMENTS AND ARE NOT MEANT TO LIMIT URSIZING, TERMINALS MARKED'RISE SIM'(1YPICALLY THE UPPER TERMINALS).
21A THE SOLAR W INSTALLATION WILL NOT OBSTRUCT MY PLUMBING, MECHANICAL.OR 243 CONDUCTORS SIZED ACCORDING TO NEC 6908.NEC690.7. 263 DISCONNECTS TO BE ACCESSIBLE TO QUALIFIED UTILITY PERSONNEL BE
BUILDING ROOF VENTS. 24a VOLTAGE DROP LIMITED T015%. LOCKABLE,AND BE A VISIBLE BREAK SWITCH CONTRACTOR
215 PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED 245 DC WIRING LIMITED TO MODULE FOOTPRINT, MICROINVERTER WIRING SYSTEMS 264 RAPID SHUTDOWN OF ENERGIZED CONDUCTORS BEYOND 10 FT OF W ARMY OR
ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION NEC 110 M. SHALL BE LOCATED AND SECURED UNDER THE ARMY AT SUITABLE WIRING 5 FT INSIDE A BUILDING WITHIN IO SECONDS.CONTROLLED CONDUCTORS STV
SIR 'GOT COVERINGS SHALL BE DESIGNED,INSTALLED,AND MAINTAINED IN ACCORDANCE CLIPS. AND 124DVA[NEC 69012L LOCATION OF LABEL ACCORDING TO ALL
2 WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTRUCTIONS SUCH THAT THE 246 AL CONDUCTORS COLORED OR MARKED AS FOLLOWS'. 265 ALL USED RATINGS AND TYPES SPECIFIED ACCORDING TO NEC ETA 8,69].9,AND PHONE:
ROOF COVERING SERVES TO PROTECT THE BUILDING OR STRUCTURE. PHASE A OR LI BLACK 240.
PHASE BOR L2 RED,OR OTHER CONVENTION IF THREE PHASE 266 MILROINVERTEA BRANCHES CONNECTED TO A SINGLE BREAKER OR GROUPED LIC,NON:
22.1 EQUIPMENT LOCATIONS PHASE COR LY BLUE,YELLOW,ORANGE",OR OTHER CONVENTION FUSES IN ACCORDANCE WITH NEC 11031B).
222 ALL EQUIPMENT SHALL MEET MINIMUM SETBACKS AS REQUIRED BY NEC ILO M. NEUTRAL. WHITE OR GREY 267 IF REQUIRED BY AFL,SYSTEM WILL INCLUDE ARC{AULT CIRCUIT PROTECTION I SARTHI USE OT ISS
223 WIRING SYSTEMS INSTALLED IN DIRECT SUNLIGHT MUST BE RATED FOR EXPECTED 'IN 4 WIFE DELTA CONNECTED SYSTEMS THE PHASE WITH HIGHER VOLTAGE iO BE MARKED ACCORDING TO NEC 69S 11 AND UL1699B. "'.N.AT.THARPvmex
PEHWSYMS`YUVc.rvTRUTUHLCN
OPERATING TEMPERATURE AS SPECIFIED By NEC 69331(A)(C)AND NEC TABLES 310.15 ORANGE)NEC 110,15. G.R.XlLX
P u(3)(2)(A)AND 310.15(B)CHCj vu .11'STE0T10 SML
22< JUNCTION AND PULL BOXES PERMITTED INSTALLED UNDER PV MODULES ACCORDING TO 45.1 GROUNDING NOTES 2LI INTERCONNECTION NOTES DuwDELARDPRO..S.L
NEC 69031. 252 GROUNDING SYSTEM COMPONENTS SHALL BE LISTED FOR THEIR PURPOSE AND 2L3 THELOA SIDE OF
INTERCONNECTION FORD SHALLNBE INACLORCONOINUOUE WITH INPUTEC MAY
225 ADDITIONAL AS DISCONNECTIS)SHALL BE PROVIDED WHERE THE INVERTER IS NOT WITHIN GROUNDING MASER EXPOSED TO THE ELEMENTS SHALL BE RATED FOR SUCH 2T3 THESDMOF OF UTILITY FORD AND 70512(WORTERCONTINUOUS INPUT NAY NOT
SIGHT OF THE AO SERVICING DISCONNECT. USE WHEN
DUM OF BUS MR RATING)NECQUALS I(3)(3).
226 ALL EQUIPMENT SHALL BE INSTALLED ACCESSIBLE TO QUALIFIED PERSONNEL ACCORDING 253 PV EQUIPMENT SHALL BE GROUNDED ACCORDING TO NEC 6W.43 AND MINIMUM 2]< WHEN SUM OF THE PV SOURCES EQUALS NW%OF SITEBUR EN OF RATING
PV
TO NEC APPLICABLE CODES. NEC TABLE 2W.12]. DEDICATED RACKFFED BREAKERS MUST BE LOCATED OPPOSITE END Of THE BUS
227 ALL COMPONENTS ARE LISTED FOR THEIR PURPOSE AND RATED FOR OUTDOOR USAGE 254 METAL PARTS OF MODULE FRAMES,MODULE BACKING,AND ENCLOSURES FROM THE UTI TY SOURCE OPEL[NEC GIG 12(D)(2)L3)L
3 WHEN APPROPRIATE. CONSIDERED GROUNDED IN ACCORD WITH 350134 AN0250.13fi(A). 275 AT MULTIPLE PV OUTPUT COMBINER PANEL TOTAL RATMG OF ALL
255 CONSIDEREDNT GROUNDED
INACCO D WITH 2%134BE AN SIZES ACCORDING TO NEC OVERWRRENT DEVICES SHALL NOT EXCEED AMPALIR OF BUSBAR.HOWEVER. � O N
T INED OVERCURRENi CENCE MAY BE EXCLUDED TO NEC W O
23.1 STRUCTURAL NOTES: OR AND MILROINVERTER MANUM LO
CTORERS'INSTRUCTIONS. 12NG
232 RACKING SYSTEM 6PV ARMYTOP
SREINSTALLED DESIGNATED LOCODE SPAC LOMPDANT 256 MACH NUMODULE WILL RERDOCU GROUNDED USINGW EB OVEDB THEE ) IFWPS S SHOWNEBSARE IN 2]fi FEEDER TAP TAP INERCON(LOADNECTI SILACCOR ING 7TO NEC]OS.R 02)V) ro W v O O
IMODULESANND FALLSMANUA UST CUM ALSO EXTENDIREAMUMDISNSPACE BETWEEN NOT USED MODULE
GROUNDING
NDINGLGS USTBEESTALLEAHJ.IF SPEBSARE Z � O J
THEARDAYDNMIMAY,ACORDING TO OR MIANUFACUREREBEYOND RUCTIOTHEREDGE Of GROUNDINMODULE GflOLES LUGS MUSTBEINSTACTUNED TTHE SPECIFIED
21] SUPPLY SIDE TAP INTERCONNECTION ACCORDING TO NEL ]DS.R (A WITX
THE ARMYSUflARRAY,ACCORpING TO MI MANUFACTURER'S INSTRUCTIONS GROUNDING LUG HOLES PER THE MANUMLTURERS' INSTALLATION SERVICE INTRANCEERCONDUCTORS TYHNT RACTV E WITHINSERTER
C230UT W O W } Q CV
2]S BACK FEEDING SPEAKER FOR U➢LITYJNIEMLIIVE INVERTER OUTPUT IS EXEMPT H- M
231 ROOFPEN BOX ETRWILL BE INSTALLEDSHALL BE SPECIFICATIONS IF REQUIREMENTS. UJ < 0_ O
ROOFTPENETRATING TYPE,IONS ITSMLLBEFUSHEDd SEALED COMP PEEDLOCALAND ACED REQUIREMENTS 2U THE GROUNDING REMOVAL OF
MODULE
D TO AOES MODULE SHALL BE GROUNDING
CONDUCT FROM ADDITIONAL FASTENING NEC 705.12(0)(5)). r
23< APPROVED CHEMICAL
LSALANT FOR PER
CODE B A LUCECOD CONTRACTOR TO
WI THEENOTHER OFAMOOULF DOES NOT INTERRUPT AGROUNpING CONDUCTOR J N ¢ 6 I
APPROVED LHEMICALSEAUNi PER CODE BVApCENSED CONTMLiOR. TO ANOTHER MODULE d W�/ N J Z
235 ALL PV RELATED ROOF ATTACHMENTS TO BE SPACED NO GREATER THAN THE SPAN 2.5.8 GROUNDING AND BONDING CONDUCTORS,IF INSULATED,SHALL BE COLORED � IAA O Q d
DISTANCE SPECIFIED BY THE BACKING MANUFACTURER. GREEN OR MARKED GREEN IF IM AWL OR URGER)NEC 250.1191 RU 6A3 Q
236 WHEN POSSIBLE,ALL PV REIATEO PACKING ATTACHMENTS WILL BE STAGGERED 259 THE GROUNDING ELECTRODE SYSTEM COMPLIES WITH NEC 69D47 AND NEC Z
AMONGST THE ROOF FRAMING MEMBERS. 250 MI THROUGH 250 TO IF EXISTING SYSTEM IS INACCESSIBLE,OR INADEQUATE.
4 A GROUNDING ELECTRODE SYSTEM PROVIDED ACCORDING TO NEC 250,NEC
OX47 ANDAHJ xlLm
25$0 GROUNDRAULi DETECTION SHALL COMPLY WITH RECESS 5 IN GENERAL AND NEC
690 5(AI(U SPECIFICALLY.
ENGINEER OF RECORD
5
NOTES
DATE: 04.15.2015
DESIGNSY: T.M.
CHECKED BY: M.M.
REVISIONS
6
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REVISIONS
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FARCII _ REVISIONS
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DATE: Cc.16.2015
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REVISIONS
6
D-2
A a C D E F G H
A B c D E E G H
0NERI-1 1 -
/ IRONRIDGE Roof Mount System -- X"Ra`
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Mill finish A black anod Prowel bonding Tbolt Easy top and mounting SraFte W're Clips
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DESIGN BY: T.M.
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REVISION$
6
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Classic Composition Mount I QMSC Classic Composition Mounting Instructions
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REVISIONS
6
D-4
A B C D E F G H
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1
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Starling Madison Lofqulst Inc. Mr,D fF.rggart PE,2nf 20
t IronRbW XRUXI Rail.Roof Flush Mounting S)s'cnh Structural Analvs's
CONTRACTOR
5224 South 39 Street,Phoenix,An2ona 85040
tel (602)438-251XI Inc:(602)438-2505 ROCx291316.v..wsmrngcam
2 iabl^_1A MAXIMUM SPANS till Rao(SloPel)-o6'-Wind Zone i A1.5"Mox Module Irl"ill PHONE:
burRidge December 18,2014 XR10m Wind LIC.No.:
1495 Zcphyr.As, Belgic I0f20 sail Speed Ground Snow Load
HayovN,CA 94544 10 20 30 40 50 60 ]0 80 30 '`ulnitw¢[ousorias
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155 122 104 88 62 ]3 65 61 55 53 50
110 122 1W 66 82 ]3 66 61 56 53 SC
Subject Irrfidge XR100 Rail.Roof Flush Monming System-Slmc(utvl Analysis 120 122 104 88 82 ]3 66 61 56 53 50
Category 130 112 BE: 1 88 82 ]3 66 61 56 53 50
6 too 104 104 86 62 ]3 66 61 56 53 50
Dear Be,, 10 97 91 88 82 1 73 66 51 56 53 5C
1660 91 91 88 82 1 73 66 61 56 '. 53 50
Ba-
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determined that,for d¢confi,onar m,and criteria de,ccl 1 Mci it i3 m compliance will the 100 122 104 88 82 1 73 66 61 56 53 50 W Q h-
apPlicnble sections ci follmring Re@rence D°cuncloo, 105 it] 104 88 82 73 66 61 56 ! 53 5D m w V Q O
t10 112 iC0 88 82 ]3 66 61 56 53 50
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Cudcs:.4tiCUSG1]-IU Min.Design Loads lot Buildings&01hci Structures Category t20 102 102 88 82 ]3 66 6t 56 53 SD BOB Q w } Q N
Promotional Building Code 2011 Edition C 130 94 94 88 82 ]3 56 61 56 53 50 > Q M
Other. AC428.Acceptance Criteria for Modular Fr sting Systems,Used to Support Pox wo 88 88 88 82 ]3 66 61 56 53 ED
Modules.dated Effective Noecmber L.2012 be ICC-ES 150 82 82 82 82 ]3 66 61 56 53 50 Q yk
Alliance.Design M.Ilool,2010 Edition 160 '] ]] ]] ]] ]3 66 61 56 53 50 d w w z
170 72 72 72 72 1 72 66 61 E6 53 50 Q! O < Q
The Iron Ridge XR100 Rail is m cxwdcd aluminum section tu'ilh an.,.,all depth of 2438 fn,and n 1DD 113 104 88 62 ]3 66 61 as 53 50 Z
Pat axa of 0_83 ,ill. The ails Bed In supl'ot1 9ohr nmdYle;typically,i ,the non of a 10E RA R4 88 82 73 66 51 56 53 50
building. Sec Exhibit A-runahcd Tito rails are cleanpceto deninum angle brackets thatarc either 110 103 103 88 82 ]3 66 61 56 53 Es
4 attached directly to the roof Ranting or anaebed to a stand Char is scntved 1. he moCfmining Ill, 120 94 94 88 82 ]3 66 61 56 53 50
rails'u rated ncrnss Us slope with a mWl dtnnntt CWih n .acng)to the onderleing .of Ca1e0g°ry 130 87 8'/ 8] 62 73 66 61 55 53 50
s¢ucmm.Tha lavmued.volarmodWes am at the mmasinpe as the code hung roof>trumnre. 150 6D 69 fio 6o n fis 61 as s] sD ENGINEER OF RECORD
150 ]5 95 ]5 ]5 ]3 66 56 53 50
All loads are Imnsfanod to the roof frown g through the Bogle brarker by simple bi-avol Ilcturc nF 160 ]0 ]0 ]0 70 70 66 61 1 56 53 50
the rots. 'I I,mashraln ,an cf the rails is governed he either the mid-span Flexural 5lfuas Or the 170 88 66 66 66 66 66 61 I 53 53 50
dcllcetion"'id,o ncnt 111.1 the rail not come Inn c inwet with the luof
NYio-ree ws_wzu
The effect of seismic loads(for,all design cmegunes A-F)have been determined to be less than the
effect due m wind leads in all I¢ad conditions and cnmhmadisr, Therefore,tiro maximum ollottablc
spans for rnn ine.load ce,,am shown in the tables below. Tobl¢s IA-9A are for modules with e
erosional long Jln Un, .of 67 5 inches and Tables I B-9B all for n-ifir,s with a nhaZi n cu long
diner ion of 78.5 inches.
5
PRE-ENGINEERING DOCUMENTS
DATE: 04.16.2015
Potion'nix,ti.mi rntgnio,our Consulting Stunned tine Pnrcnnic Iog-revs
Smaller,Smei.nn Wiqulst,lee. em.aweng s'vuewra one to.ensm B�tgmue DESIGN BY: T.M. .
CHECKEDBY: M.M.
aevlsloes
D-5
A a C D E G H
J