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HomeMy WebLinkAbout23-A089 111 Sisters Circle Approved°FYe TOWN OF YARMOUTH'°'T14 TOWN CLERK ECIVE H 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 �-�- _• - Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836 q23 JL1 p. 9.44 Rrf3 JUN OLb KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE rAhMOJI r, 1 APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended, for proposed work as described below & on plans, drawings, photographs, & other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, & SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial V Residential 1) Exterior Building Construction Shed Solar Panels New Building Addition _Alterations Reroof Garage Other: 2) Exterior Painting: Siding Shutters Doors Trim Other: 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence wall Flagpole Pool Other: Please type or print legibly: Address of proposed work 111 Sisters Circle, Yarmouth, MA 02675 Map/Lot # 9314.131 / / owner(s): Mahmood Rana Phone #: 617-407-5862 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 111 Sisters Circle, Yarmouth, MA 02675 Year built: 2010 Email: Permitsma@freedomforever.com Preferred notification method: Phone ✓ Email Agent/contractor: Daniel Rubin Mailing Address: 135 Robert Treat Paine Dr, Taunton, MA, 02780 Phone #: 774-314-0725 Email: Permitsma@freedomforever.com Preferred notification method: Phone ✓ Email Description of Proposed Work: Install of roof mounted PV solar panels -system size of 6.00Kw-15 pv panels-200A-No battery storage Signed (Owner or agent)- �fI �li/T/ Date: 06/13/2023 Owner/contractorlageni is aware that a permit is required from the Building Department. (Check other departments, also.) If application is approved. approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever date shall be later. All new construction will be subject to ir)0ection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. Rcvd Date: Amount L(VAO�(�ArJ Cash/CK #: ago Rcvd by: L4 5" 46 Days: Date Sig Approved Approved with Modifications Denied Reason for Denial: °� 0 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1 146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext.1292 Fax (508) 398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at I I t skh�ey!i Cf act , Map/Lot q �� 413 CIA # ;23--M Approval Date:(--34-/!n certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form, which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop -work order or delaying issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statem is Date: ©r Signed: W APPROVED (Owner/Contractor/ ent) f JUL 10 2023 1 _ Signed: kir-ivu ,-"VNAy i (Chairman, Old King's Highway Committee) HAOKH COMMITTEEtApplication Ferms45tatement of Understanding 2015_docz Updated 1212015 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1 RECEIVED 45-DAY TIMEFRAME JUN 16 2023 WAIVER fAH10OU--r, 11P.Ir t, ulCu Application #: �L3 -AI)yq Project Address: I � 56�,aw-j (-wt LP, '"eM� )Pol- Application Received Date: �?11 hw - 45 Day Decision Deadline: --7/3/ /23 I[We, the undersigned owner, contractor, or agent, do hereby waive the 45-day timeframe for a determination on our application for a Certificate of Appropriateness/Demolition/Exemption by the Old King's Highway Historic District Committee for the following project: 6/16/2023 Date: Signed:, Owner Owner Z�)a4t� A,1A<4;f1 Contractor/Agent A O��� TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 2023 MEETING SCHEDULE 1UL 10 2023 r ArWAUu ( f 2�3-ASs`I GENERAL SPECIFICATION SHEET Prouect Address: FOUNDATION: Material: Exposure (Not to exceed 18"): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: Pitch (7/12 min) Height to Ridge: Color: SIDING: Material/Style: Front: Sides/Rear: COLOR CHIPS Color: Front: Sides/Rear: TRIM: All windows & doors to be trimmed with: 1x 4 1x5 (Circle one.) _. Material: Color: REMOVED DOORS: Qty: Material: Color: JUN 16 21('23 Style/Size (if not listed/shown on elevations): rAtimuU l r. OLQ KING'S HIGHWAY STORM DOORS: Qty: Material: Color: GARAGE DOORS: Qty: Mat'I: Style: Color: WINDOWS: !side:: Front: Left: Right: Rear: Color: Manufacturer/Series: Material: Grilles (Required): Pattern (616, 211, etc.) Grille Type: True Divided Lite: Snap -In: Between Glass: Permanently Applied: Exterior Interior STORM WINDOWS: Qty: Material: Color: APPROVED SHUTTERS: MatT Style: Paneled Louvered Color: SKYLIGHTS: Qty: Fixed Vented Size Color: JUL I 0 2023 DECK: Size: Decking Mat'I: Color iARMOuTh OLD KIP Railing MatT Style: Color: WALLS/FENCES* (Max 6' height): Height: Mat'I: Style: Color: (Show running footage & location on plot plan.) "Finished side of fence must face out from fenced in area. UTILITY METERSIHVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS: Qty: _ Location(s): Additional information: Material: Color: 2-General X�1V� APPLICATION #: 8.2018 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE Applicant's (Owner) Name: ABUTTERS' LIST Mahmood Rana Property Address/Location: 111 Sisters Circle, Yarmouth, MA 02675 Hearing Dater b �� Notices must be sent to the applicant and abutters (including owners of land on any public or private street or way) whose property directly abuts or is across the street from the applicant. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.yarmouth.ma.us Map Number Lot Number Applicant Information Abutter Information: RECOVED jUN 16 7u23 f tAr%1VIVU 1 E. 15AI fiV jUL 10 207.3 FNtilvi%du ri k- q, 13 If 0 Y 103 13 ii1 `Ir 19 310 5 L.1 3 `4• ! /OY3�53 3 Application #:'I"[Uyel °�-Y TOWN OF YARMOUTH p' - y 1146 ROUTE 28, SOUTH VARMOUTH, MASSACHUSETTS 02664-4451 H 1031 91 1 1 Please use this signature to certify this list of properties TOWN OF YARMOUTH g fy p p 1146 ROUTE 28 directly abutting and across the street from the parcel located at. - SOUTH YARMOUTH, MA 02664 111 Sisters Cir, Yarmouth Port, MA 02675 Assessors Map 93, Lot 4 13 931 4.11 1 1 Andy Ma ado, Director of Assessing BRENZEL HEATHER D June 26, 2023 CIO BRENZEL HEATHER D TR 27 SISTERS CIR YARMOUTH PORT, MA 02675 931 4.141 1 1 REIMER JENNIFER A MIS RF-C I10 SISTERS 110 SISTERS CIR CIR —IVIFD YARMOUTH PORT, MA 02675 JUN 2 6 7C-23 931 4.131 1 I r Anivivv i , , RANA MAHMOOD M OLD KINGS HIGHWAY 111 SISTERS CIR YARMOUTH PORT, MA 02675 931 4.121 1 1 BERRY JASON R WILCOX LIA C 105 SISTERS CIR YARMOUTH PORT, MA 02675-1685 APPROVED JUL 10 2023 �ARMUU i h N N M O � W 5 MQP-4 77 A ON 1 4 9 4 ON rn rn o, N H r! C co Ln 3TY81D S2131SIS w 00 rrs m O N tl' M u 1N r. � a r uM v �p 0 o a cv TRECEIVED JUN 16 A)23 MRMOUTh OLD KING'S HIGHWAY APPROVED JUL 10 2023 (ARMOUTh r, -10, lio ulf'-ufnrnv C m O BARON CORP May 12, 2023 RE: Project Address: Design Criteria: CERTIFICATION LETTER MAHMOODRANA 111 SISTERS CIRCLE YARMOUTH, MA 02675 Applicable Codes = 2015 IBC/IEBC W/(780 CMR) 9th Edition, 2015 IRC W/(780 CMR) 9th Edition, ASCE 7-10 and 2015 NDS Risk Category = II Wind Speed = 140 mph, Exposure Category C, Partially/Fully Enclosed Method Ground Snow Load = 30 psf Roof 1: 2 x 8 @) 16" OC, Roof DL = 8 psf, Roof LL/SL = 25 psf (Nan-PV), Roof LL/51- = 15 psf (PV) RECFI Y FiD JUN 16 2p r -9-W_KING'S Himi f To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural review applies to the sections of roof that is directly supporting the Solar PV System. Based on this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. Sincerely, MA YURIANTO GIr1 YURIANTO STRUCTURA { No. 55070 ISTSRki � O�SS/ONAi. �G\ By Yuri at 2:56:11 PM, 511212023 D4ilally signed by toYurianlo Yurianlo DN:—Yunantu Yurian[. -Us o-l7naHJialed toou-A01410D0000017680 71081`250000A1A2 Reason I am the author of this document Lo on: Date: 2n23-05-12 14.56-05:00 APPROVED JUL 10 20D f AR1000 [ rl g}— r—YI MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS Roof 1 34" OK IEBC IMPACT CHECK STANDOFF HARDWARE EVALUATION MOUNTING -PLANE FOR WIND UPLIFT RFCFIVFD JUN 16 2023 1 AMWFUU .+ r, OLD Kt G" APPROVED ,JUL 10 2023 1 Ahivlou I t , CWG'S HIQF Limits of Scope of Work and Liability: The existing structure has been reviewed based on the assumption that it has been originally designed and constructed per appropriate codes, The structural analysis of the subject property is based on the provided site survey data. The calculations produced for this structure's assessment are only for the roof framing supporting the proposed PV installation referenced in the stomped planset and were made according to generally recognized structural analysis stondards and procedures. All PV modules, racking and attachment components shall be designed and installed per manufacturer's approved guidelines and specifications. These plans are not stamped for water leokage or existing damage to the structural component that was not accessed during the site survey. Prior to commencement of work, the PV system installer should verify that the existing roof and connections are in suitable coodibot? and inspect framing noted on the certification letter and inform the Engineer of Record of any discrepancies prior to installation. The installer should also check for any damages such as water damage, cracked fra,ning, etc. and inform the Engineer of Record of existing deficiencies which are unknown and/or were not observable do,iog the time of survey and have not been included in this scope of work. Any change in the scope of the work shall not be accepted unless such change, addition, or deletion is approved in advance and in writing by the Engineer of Record. Rarun Corp � Design and Engineering 1610.202.4506 � chrtsk c@baruncorp.corn I wvvw.barLino-orp.com 2/5 93 PV PANELS •. LOAD PV Panels Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV Panels PV-DL = 3.00 psf ROOF DEAD LOAD (R-DQ Existing Roofing Material Weight Underlayment Weight Plywood/OSS Sheathing Weight Framing Weight No Vaulted Ceiling Miscellaneous Composite Shingle Roof 1 Layer(s) = 2.50 psf = 0.50 psf = 1.50 psf = 2.27 psf = 0.00 psf = 1.50 psf 2 x 8 @ 16 in. O.C. I Total Roof Dead Load I R-DL = 8.30 psf REDUCED ROOF LIVE LOAD Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ft' Roof 1 Pitch 34' or 8/12 Tributary Area Reduction Factor R1 = 1.00 Roof Slope Reduction Factor R2 = 0.80 Reduced Roof Live Load, Lr = Lo (R1) (R2) Lr = 16.00 psf SNOW LOAD Ground Snow Load pg = 30.00 psf Effective Roof Slope 34' Snow Importance Factor Is = 1.00 Snow Exposure Factor Ce = 1.00 Snow Thermal Factor Ct = 1.10 Minimum Flat Roof Snow Load pf-min = 25.00 psf Fiat Roof Snow Load pf = 25.00 psf SLOPED ROOF SNOW LOAD ON ROOF (Non -Slippery Surfaces) Roof Slope Factor Cs -roof = 1.00 Sloped Roof Snow Load on Roof ps-roof = 25.00 psf F EC�IVP[� APPROVED, rtinwi:�v+, 1 � ULiJ KINa^' 5arun Corn 1 Dosign and 16310 202.4506 ; chrisk@barunc;orp.corr, 1 ,.-r.lvt.harn�� ar .re 3/5 9�—Plo" BARU N CORP WINUPLIFT D CALCULATION Roof 1 MAHMOOD RANA, 111 SISTERS CIRCLE, YARMOUTH, MA 02675 SITE INFORMATION Ultimate Wind Speed = 140.00 mph Roof Pitch = 34° Risk Category = II Roof Type = Gable Exposure Category = C Velocity Pressure Exposure Coefficient, Kz = 0.98 Mean Roof Height = 30.00 ft Topographic Factor, Kzt = 1,00 Solar Array Dead Load = 3.00 psf Wind Directionality Factor, Kd = 0.85 a = 3.00 ft Ground Elevation Factor, Ke = 1.00 DESIGN CALCULATIONS Wind Velocity Pressure, qh = 41.89 psf (0.00256*Kz*Kzt*Kd*Ke*(VA2)) Solar Array Pressure Equalization Factor, ya = 0.60 Allowable Load = 655.00 Ibs JSPF, 5/16" Lag Screw x 1, 25" Embedment Array Edge Factor, yE = 1.50 Exposed Condition Max. X - Spacing (Zone 1- 2r) = Max. Y - Spacing (Zone 1- 2r) = 4.00 ft Effective Wind Area 7.40 ft' 1.85 ft Max. X - Spacing (Zone 2n & 3r) = Max. Y - Spacing (Zone 2n & 3r) = 4.00 ft Effective Wind Area 7.40 ft' 1.85 ft Max. X - Spacing (Zone 3e) = Max. Y - Spacing (Zone 3e) = 4.00 ft Effective Wind Area 7.40 ft' 1.85 ft ROOFZONE GCp (-) UPLIFT 1- 2r -1.80 UPLIFT PRESSURE PULLOUTFORCE -39.22 psf 290.26 Ibs 2n & 3r -2.00 -43.75 psf 323.741bs 3e -2.63 -57.90 psf 428.46lbs NOTE: • Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC #7: 0.6DL +0.6WL is used. 4A M, j U N 16 2023 r►nwiuU � i + ,.�, , OLD K11 Hl APPROVED JUL 10 2023 if AH MUU-I r, /J D N N N N N N N N N� C cf) O O O O O O O 0 0= n C) >Qmcnmmmm C.,w 0 T C C C C C C C C C C C C C W ? 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II --- Ili =_- II (Cpn D c- n n c) m 'n � h-+ O O �J`I �D o0 o ZC O G! - �� N rn w v w L cx �,, Z cnzOm�tnur<n ri m 0�c D � r ycom4fOtiv�«i Z22y�2�ym iK 0(n fn(n nNz� ,.� x7���mmm Z7 no may M f\.1.� mmmM. m i" 0�8 o�j O y ? CSOA mgm0n m MM.- Drn m m� Z nD D N'm0Z i-,� �m N-no; m iv mph r oCzz m N m �O�m� a �o m Or� 0Xna =Oo N 0z Mtn oo bR7 Z rny��D .re m fn0 x pX pC�C7 mm �� O n�D F p Z �NE.AAZf7 - O oo�� m m 00 mu,� Km Mm Ci O�� O ���OOC r• r �ozc mN m� Oox N m0< ti �n w o wm 0,S Z mcD S1i�J`'� Z � mZ��n -. G� o dm ^� y 0LCS O � m=R 0 D 7 -�W �� = ti x o 0m A�rn G7 SRO N m r mc0C z cn �O o� mym G)yC W < fA nm--j D(7 Ca moo F �v2 1AAA•• c ., �m A_ C,r m 2 En 5U,5 O O G) O -A Z,A (, m T. Z 1 ' m N y Z N mO m 8> m > cn ,BACKFE'ED FUSE SIZING MAX. CONTINUOUS OUTPUT 21.00A @ 240V 21.00 X 1.25 = 26AMPS 30A FUSES - OK STRING-1 I' FREEDOM FOREVER'FF-MP-BBB-0O0 r -- L- - - - - - - - - - - - 2- 010 AWG. Pv WIRE 1 - M6 AWG IN FREE AIR OR MIO AWG MUST BE 1N EMT CONDUIT SOLAREDGE S440 POWER OPTIMIZERS JUNCTION BOX 2 - M70 AWG. THWN-2 1 - 410 EGO. TRWN-2 IN X4' OR LARGER EMT CONDUIT (N)SOLAREDGE SE5000H-USRGM )S11j INVERTER AC (N)60A FUSED VISIBLE LOCKABLE LABELED DISCONNECT EATON DG222NRB(OR EQUIVALENT) WITH 30A FUSES, KNIFEBLAOE, LOCKABLE, NEMA 3R, UL LISTED rRlo ,---�-- AvSHUTDOWN SWITCH 3-MIDAWG,THWN-2 1 -M10 EGC, THWN-2 1 -g IN Yd-OR LARGER EMT IN N CONDUIT WIRE SCHEDULE RACEWAY # EQUIPMENT CONDUCTOR QTY. WIRE SIZE STAF ALLOb AMPACIT 310.15 1 DC MODULE TO OPTIMIZER 2 10 4 2 DC OPTIMIZER TO JUNCTION BOX 2 10 4 3 DC JUNCTION BOX TO INVERTER 2 10 4 4 AC INVERTER TO AC DISCONNECT 3 10 4 5 AC AC DISCONNECT TO PRODUCTION METER 3 6 7 6 AC PRODUCTION METER TO POl 3 6 7 CONDUCTOR AMPACITY CALCULATIONS IN ACCORDANCE WITH NEC 690.8. -OCPD SIZES: SERVICE LIST: 30A BREAKER NONE MATERIAL LIST: QTY. PART PART # DESCRIPTION 15 MODULES PV-110A00 FREEDOM FOREVER: FF-MP-BBB-400 15 OPTIMIZERS OPT-13DA40-2 SOLAREDGE S440 POWER OPTIMIZER - FRAME MOUNTED MODULE ADD -ON 1 JUNCTION BOX 480-276 60OVDC NEMA 3R UL LISTED JUNCTION BOX 2 CONNECTORS 240-300 STAUBLI 1 MULTI -CONTACT MC4 CONNECTORS (FEMALE) 2 CONNECTORS 240-301 STAUBLI 1 MULTI -CONTACT MC4 CONNECTORS (MALE) 1 INVERTER INV-120-508 SF500OH-US [$I1] RGM 240V INVERTER UL1741 SA CERTIFIED INTEGRATED ARC FAULT PRC 1 AC DISCONNECT 323-061 60A RATED 240VAG NEMA 3R UL LISTED 2 FUSES 330-030 30A FUSE 1 PH 240VAC 1 PRODUCTION METER NIA NONE 3 TAP KIT EA-350-113 IDEAL B-TAP 410-10 AWG 34 ROOF ATTACHMENT 1 RAC-265-034 ROC KIT SMART SLIDE 13 RAIL 1 211-100 UNIRAC SM LIGHT RAIL 168INCH (TOTAL 170 FEET NEEDED) 15 RAIL HARDWARE 1 261-517 BND T-BOLT AND NUT SS 16 MODULE CLAMPS 1 221-101 SM MIDCLAMP PRO DIRK 16 MODULE CLAMPS 1 221-202 SM ENDCLAMP PRO WI END CLAMP 6 SPLICE 1 261-600 BND SPLICE BAR PRO SERIES MILL 16 MLPE MOUNT 1 261-510 MICRO MNT BND TBOLT SS 5 ACCESSORIES 1 211-202 E-BOSS CONDUIT MOUNT COMP KIT 9 ACCESSORIES 1 211-200 E-BOSS RAIL TRAY 3 ACCESSORIES 1 211-206 F-BOSS BRIDGE TRAY 5 ACCESSORIES 1 211-207 E-BOSS BRIDGE CLIPS 26 GROUNDING LUG 1 260-300 BURNDY GROUND WEEB-LUG 26 L-FOOT 1 241-100 UNIRAC L-FOOT SERRATED WIT -BOLT CLEAR (KIT) 68 SCREW RAC-265-035 ROCKIT SCREW #12X3 MAIN PHOTOVOLTAIC SYSTEM DISCONNECT DO NOT DIStOWNECT UNDER LOAD NEC .•0 A WARNING SINGLE 120-VOLT SUPPLY DO NOT CONNECT MULTIWIRE BRANCH CIRCUITS NEC 710.15(C) & 692.9 (C) AWARNING DUAL POWER SOURCE SECOND SOURCE IS PHOTOVOLTAIC SYSTEM NEC 705.12(D) & NEC 690.59 A WARNING TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL NEC 110.27(0) & OSHA 1910.145(F)(7) A WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 706,15(C)(4) & 690.13(B) A WARNING THIS EQUIPMENT FED BY MULTIPLE SOURCES: TOTAL RATING OF ALL OVERCURRENT DEVICES EXCLUDING MAIN POWER SUPPLY SHALL NOT EXCEED AMPACITY OF BUSBAR NEC 705.12(B)(3)(3) A WARNING THE DISCONNECTION OF THE GROUNDED CONDUCTOR(S) MAY RESULT IN OVERVOLTAGE ON THE EQUIPMENT NEC 690.31(E) 690.56(C)(3) qD] SOLAR PV SYSTEM EQl WITH RAPID SHUTDC TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM A AND REDUCE SHOCK HAZARD IN THE ARRAY IFC 605.11.E A CAUTIO PHOTOVOLTAIC SYSTEM CIRCUIT NEC 705,12( OWARNING POWER SOURCE OUTPUT ARC FLASH A APPROPRIA CONNECTION. DO NOT _ _ RELOCATE, THIS au:.o uino OVERCURRENT DEVICE. NEC 705.12(C) & NEC 690.59 NEC 706.15(C). Q I� 2 a AWARNING DUAL POWER SOU SECOND SOURCE IS PHOTOVOLTAIC SY; INVERTER NEC 705.12(D) & NEC EVERY 10' ON CONDUIT AND ENCLOSUI NEC 690.31 EVERY 10' ON CONDUIT AND ENCLOSUf NEC 690.31(D)(2) 1-10 11-20 21-30 31-40 41-50 51-60 sl 1 2 3 4 5 6 7 8 9 10 SAFETY PLAN INSTRUCTIONS: 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE -PLAN 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE & MAKE NOTES ON THE JHA SHEET INCIDENT REPORTING: INJURIES - CALL INJURY HOTLINE (855) 400-7233 *lf injury is life threatening, call 91? first THEN the Injury Hotline NON -INJURIES - USE MOBILE INCIDENT REPORTING (Auto, Property Damage, Near Miss) ❑� V NEAREST OCCUPATIONALIINDUSTRIAL CLINIC: NAME: ADDRESS: NEAREST HOSPITAL: NAME ADDRESS: SAFETY COACH CONTACT INFORMATION: NAME: PHONE NUMBER: ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON -SITE AND THE PLAN FOR WORKING SAFELY. NAME SIGNATURE BREA THIS LOG IS TO BE FILLED OUT ANY TIME THE TEMP EXCE COMPLETED AND UPLOADED AT THE END OF EVERYDAY b NAME 1.1 DATE. TIME JOB HAZAF Crew leader to fill out all sections below, hold a pre -job safety meeting with all pf Ladder Access Ladders must be inspected before each use. • Extension ladders must be set up on a firm and level surface at a 4-to-1 rise to run angle (or 75 degrees) and the top must be secured to the structure, Extension style ladders placed on uneven, loose or slippery surfaces must additionally have the base firmly anchored or lashed so the base will not slip out. • Extension ladders must be used with walk-through devices or the ladder must extend 36" above the stepping off point. • A -frame ladders must only be climbed with the ladder spreader bars locked in the open position; A -frame ladders shall not be climbed while in the closed position (ex, closed and used while leaned against a structure). • Additional notes: Mobile Equipment • Only Qualified operators will operate equipment; operators must maintain a certification on their person for the equipment being operated. • Type(s) of mobile equipment (Type/Make/Model): • Qualified operator(s): Material Handling and Storage • Materials will be staged/storod in a way that does not present a hazard to client, personnel or public. Materials stored on the roof will be physically protect from failing or sliding off. Fall Protection • A site -specific plan for fall prevention and protection is required prior to starting work and must remain onsite at all times until work is complete; a fall rescue plan must be outlined and discussed among the crew prior to work start. + First -person -Up (FPU) must install their anchor and connect before any other task, including installing other anchors. The Last -Person -Down (LPD) must be the only person on a roof uninstalling fall protection. FPCP (name and title): • FPU and LPD (name and title): Electrical Safety • The Electrical Qualified Person (EQP) is required onsite to perform electrical work. • All electrical work will be performed with equipment in an electrically safe condition (de -energized) unless approval has been granted prior to work. • Service drops and overhead electrical hazards will be indentified and protected from contact, as neccessar . • EQP (name and tile): Public Protection • The safety of the Client and Public must be maintained at all times. • The Client and the Public shall be prevented from entering the work zone through the use of barriers and/or signage, as required. • Company, Client and Public property shall be protected from falling objects. • Pets (including dogs) shall be secured by their owners prior to work start. • The Client should not leave pets, family members, or others in charge or care of Employees, Contractors, or Temporary Workers. • Crew leader responsible for communication with the client: • Client and public is excluded from work area by barricades (NIA, Yes, No): Training and Pre -Job Safety Briefing • All employees onsite shall be made aware of the specific hazards of this project and review this HJA during a pre -job briefing, and their signature indicates awareness of site conditions and the plan to eliminate any hazards identified prior to and during the project. • Crew leader (nameltitle): • Crew member (name/title): • Crew member (nameltitle): • Crew member (namettitle): • Crew member (namettitle): • Crew member (namettitle): Airborne Contaminants: • Asbestos -containing (Transite) piping (ACP) - Do not disturb (move, drill, cut fracture, etc.) • Asbestos -containing thermal insulation (ACI) and Asbestos -containing duct wrapping (ACW) - do not disturb, no attic or crawlspace access is allowed if work to be performed could cause exposure to personnel, client or public. Weather and Environment • The site supervisor shall forecast the weather conditions at the job site, prior to crew arrival, in order to mitigate any hazards associated with inclement weather (heat, cold, wind, rain, etc.) • The site supervisor will utilized a portable wind meter (anemometer) to verify actual onsite wind conditions, by checking at the ground and on any elevated work surface (ex, rooftop) prior to work start, at midday and prior to solar panel staging on a roof. • Elevated work involving the moving or maneuvering of solar panels shall cease at 25mph (sustained wind) until wind subsides. Forecasted weather maximum temp (degrees f): :.hlU• (• CERTIFICATE Lntertek Total Quality, Assured. This certificate confirms the model(s) for the product listed are in compliance and authorized to bear the Certification Mark(s) shown below when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This document is for use with the Design Light Consortium or California Energy Commission application only. Basic Listee: PT IDN SOLAR TECH Multiple Listee: Freedom Forever Procurement LLC KOMPLEK KABIL INDONUSA ESTATE, Address: BLOK A NOMOR 19B, BATU BESAR, Address: 43445 Business Park Drive, Suite 110, Batam Temecula, CA 92590 Country: Y� Indonesia Country: USA Party Authorized to Apply Label: PT IDN SOLAR TECH Report Issuing Office: Intertek Testing Services Shanghai Limited Control Number: 5019087 c \ � us LIg�P Intertek L. Matthew Snyder, Certitication Manager This Certificate of Compliance is for the exclusive use of In tertek's Client and is provided pursuant tc the Certification Agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the Agreement- Intertek assumes no liability to any party, other than to the Client in accordance with the Agreement, for any loss, expense or damage occasioned by the use of this Certificate. on fy the Client is authorized to permit copying or distribution of this Certificate and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the Agreement and in this Certificate. Any further use of the Intertek name for the sale or advertisement of the tested material, prod ucl or service must first he approved in writing by I nterte k. Initial Factory Assessments and Follow u p Services are for the purpose of assuring a pprop riate usage of the Certification ma rk i n accordance with the Agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 Fast Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Photovoltaic (PV) Module Safety Qualification - Part 1: Requirements for Construction [UL 61730- 1:2011 Ed.1+R:30Apr2020] Standard(s): Photovoltaic (PV) Module Safety Qualification - Part 1: Requirements for Construction [CSA C22.2#61730-1:2019 Ed.2] Photovoltaic (PV) Module Safety Qualification - Part 2: Requirements for Testing [UL 61730-2:2017 Ed.1+R:30Apr2020] Certificate for Report: 200900855SHA-001 Page 1 of 2 Certificate Issued: June 16, 2022 Power Optimizer For North America S440, S500 PV power optimization at the module level ► Specifically designed to work with SolarEdge residential inverters ► Detects abnormal PV connector behavior, preventing potential safety issues* I Module -level voltage shutdown for installer and firefighter safety Superior efficiency (99.5%) ► Mitigates all types of module mismatch loss, from manufacturing tolerance to partial shading xoecei ava'ab !N 12022 ► Faster installations with simplified cable management and easy assembly using a single bolt ► Flexible system design for maximum space utilization Compatible with bifacial PV modules ► Meets NEC requirements for arc fault protection (AFCi) and Photovoltaic Rapid Shutdown System (PVRSS) solaredge.com solar=ips Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / SE760OH-US / SE1000OH-US / SE1140OH-US O o O � O O O O O O O O W Optimized installation with HD -Wave technology Specifically designed to work with power optimizers / Record -breaking 99% weighted efficiency Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014, NEC 2017 and NEC 2020 per article 690.11 and 690.12 solaredge.com UL1741 SA certified, for CPUC Rule 21 grid compliance Small, lightweight, and easy to install both outdoors or indoors Built-in module -level monitoring / Optional: Faster installations with built-in consumption metering (1% accuracy) and production revenue grade metering (0.5% accuracy, ANSI C12.20) solar=a" Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US MODEL NUMBER SE3000H-US SE380OH-US SE5000H-US SE600OH-US SE760OH-US SE1000UH-US 5t114WH-US ADDITIONAL Revenue Grade Metering, ANSI C12.20 Optional' S-' , r'�� application using Ruilt-in Wi-Fi Access Point bi L oc',al Crnnectlon Consumption metering Inverter Commissioning Rapid Shutdown - NEC 2014, NEC 2017 and NEC 2020, 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety 01'7zl, UL1741 SA, 011699B, CSA C221, Canacian AFCI aCColcdi Tg Tn TLI M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (K) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size / AWG Range 1" Maximum / 14-6 AWG 1" Maximum /'14-4 AWG DC Input Conduit Size ! # of Strings / AWG Range T' Maximum / 1-2 strings / 14-6 AWG 1" Maximt,m / 1-3 string= / 14-6 AWG Dimensions 4th Safety Switch (HxWxD) 17 7 x 14 5 x 6.8 / 450 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 + in / min Weight with Safety Switch 22110 25.1 / 11-4 1 26.2 / W9 38.8 / 176 lb / kg Noise < 25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 10 4140 / -40 to +601+1 F / °C Protection Rating NEMA 4X (Inverter with Safety Switch) (3) Im erter with Revenue Grade Meter �/N: SEV;o&x 1-US0008NC4, Inverter with Revenue Grade Production and Consumpucn Meer F/V: SFx H-IJSOCDRNl4 . For consumpt on meter ng, current transformers should he ordered separatetyy SEACT07S0-200VA-20 x SEACT0750-40ONA-20. 20 units per Lxx {4) Full power up to at leas 51 / le2'1` for d­atmg mfortni �efer to https://mr i..sob-acoe.ccm/s tes/detach/files/se-temoerature-denting-note-na-pdf How to Enable Consumption Monitoring By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills Single phase inverter with HD -wave technology and built-in RGM and Service Panel consumption monitoring Grid rTTT CT Li N L2 Shielded CATSe cable ' -- ----- ----- --� N L2 AC Conduit O SONrEdge Techm,fogies, Inc All dghu resented. SOLAREOGF the SohrEdge logo, OPTIMIZED 9V SOLAREWE are trademarks or registered trademarks of Sula,Edge Technologies. rn[. All Ro HS other E-aderi mentioned herein are trademsets of their respecti- ovmers Date: 12IZtM201VOWENG NAM. Subject to charge s ilh.ut rwli[e. pe.eaton.corn Eaton general duty cartridge fuse safety switch DG222NRB UPC:782113144221 Dimensions: • Height: 14.37 IN • Length: 7.35 IN • Width: 8.4 IN Weight:10 LB Notes:Maximum hp ratings apply only when dual element fuses are used. 3-Phase tip rating shown is a grounded B phase rating, UL listed. Warranties: • Eaton Selling Policy 25-000, one (1) year from the date of installation of the Product or eighteen (18) months from the date of shipment of the Product, whichever occurs first. Specifications: • Type: General duty, cartridge fused • Amperage Rating: 60A • Enclosure: NEMA 3R • Enclosure Material: Painted galvanized steel • Fuse Class Provision: Class H fuses • Fuse Configuration: Fusible with neutral • Number Of Poles: Two -pole • Number Of Wires: Three -wire • Product Category: General duty safety switch • Voltage Rating: 240V Supporting documents: • Eatons Volume 2-Commercial Distribution • Eaton Specification Sheet - DG222NRB Certifications: • UL Listed Product compliance: No Data 0 A�j 0 OWN INSULATION -PIERCING TAP CONNECTORS CONECTORES DE DERIVACION QUE PERFORAN EL AISLAMIENTO Installation Instructions: r r Improperly installed electrical wiring can be dangerous and cause electrical fires. The connector chosen must (� be sized to the wires being used. Consult local building code before doing any electrical work. For assistance, refer to an instructional book or consul[ a qualified electrician. Contact with electrieity can cause serious injury or death. Use on insulated cable only. [RHH, RHW(-2), THHN, THHW, THW, THWN, USE, XHHW(-2). Consult iactory for other insulation types]. If the installation is to be made on an energized run, the tap conductor must be under no load and must not be grounded. Use electrically insulated gloves. De -energize the run cable if there are any questions of these conditions being met. 1. Determine the direction for the tap conductor to exit and discard one end cap. See figure 1. 2. Position the main (or feeder) side of the connector around the fun cable and lighten the bolt finger tight. See figure 2. II required, loosen the bolt slightly to allow the connector to open completely. DISASSEMBLY NOT RECOMMENDED. The plastic "Turbo" spacer holds the connector open which eases installation and ensures proper connections. 3. Cut the end of the tap cable squarely. DO NOT STRIP CABLE INSULATION. 4. Insert the tap cable into the tap side of the connector until it is seated in the remaining end cap. See figure 3. 5. Continue tightening the torque regulating bolt with a standard box or socket wrench until the torque regulating piece breaks away. If the connector has two (2) assembly bolts, alternately tighten until the hexagonal torque devices break away. See figures 4a & 4b. Note that the plastic "turbo" spacer on the side will also break. To make the installation even easier and to relieve torque Irom the cables, a second wrench can be used on the hexagonal piece on the bottom o1 the connector. DO NOT use gripping type pliers, pipe, open ended or adjustable wrenches as these may damage the hexagonal torque regulating device. A torque wrench is not required. MANE SURE ONLY THE TOP HEXAGONAL TORQUE DEVICE OF THE BOLT HEAD IS USED FOR ASSEMBLY. THE SECOND HEX PIECE [CLOSER TO THE BODY OF THE CONNECTOR] IS USED FOR DISASSEMBLY. Note: The torque regulating bolt ensures the correct torque is applied to the conductors without using a torque wrench. Important information such as run and tap ranges, voltage ratings and material/tempefature ratings is marked on the connector. figure i . 4 0 Before After correct Torque Torque Reached, Applied One Hex Piece Breaks -Away f gure 43 figure 4b Listed �L 486B Pressure Cable Connectors File No. E-5238 Suitable for use on the line side of the service equipment. Instalacinn Instrucciones: r Advertencia Los cables eleclricos mal instalados pueden ser peligrosos y provocar incendios. El conector escogido debe ser de un tamano adecuado para los cables que se utilicen. Consulle los c6digos de eonstrucci6n locales antes de efectuar trabajos el6cfricos. Si necesita ayuda, consuhe un libro de instructions 7 o consulte con un electricista capacitado. Use s6lo en cable aislado. [RHH, RHW(-2), THHN, THHW, THW, THWN, USE, XHHW(-2). Consulte con la fabrica para obtener informaci6n sabre alms lipas de alslamiento). Si se va a hater la instalaaion sabre un cable con corriente of conductor derivado debe estar Ilbre de carga y no debe War aterado. Use guantes con aislamiento el6ctriro. Quite le la corriente at cable del cuai se hate la derivaci6n si no se pueden cumplir estas conditions. El conlacto con eledricidad puede producir lesiones graves o mortales. 1. Determine la direction on la que at conductor derivado salon y deseche la tapa terminal sobranie. Vea la ilustracidn 1. 2. Coloque of lado principal (o de alimenlaci6n) del conector alrededor del cual se hate la derivacion y apriete firmemente el dodo del perno. Vea to ilustracidn 2. Si hate falta, afloje el perno ligeramente para permitir que at conector se abra completamente. NO ES RECOMENDABLE DESARMAR EL CONECTOR. El espaciador "Turbo" de plastico mantiene at conector abierto, Io cual lacibla la instalaci6n y asegufa que las conexiones se hagan correctamente. 3. Corte el extremo del cable de derivaci6n perpendicularmente a su eje. NO PELE EL AISLAMIENTO DEL CABLE. 4. Inseoe at cable de derivaci6n an ei facto de derivaci6n del conector hasta que tope contra la lapa terminal que queda. Vea la ilustracidn 3. 5. Continuo apretando este perno que regu la la torsion con una Ilave estandar o de cubo hasta que la pieza que regula la torsion se parta y se separe. Si at conector tiene dos (2) pernos de ensamblaje, apri6te]os alternativamente hasta que of dispositivo de regulaci6n de tor66 se parta. Yea la ilustraci6n 4a y 4b. Observe que el espaciador "turbo" de plastico on el costadc tambien se fracturara. Para hater esta instalaci6n a6n mas iacil y para aliviar la torsion de Its cables, se puede usar una segunda [lave sabre la pieta hexagonal at fondo det conector. NO USE alicates de presi6n, (laves de turbo, (laves comunes o ajustables Vat que 6stas pueden War at dispositivo hexagonal que regula la torsi6q. No se requiere una Ilave de torsion. ASEGORESE DUE SE USE, PARA EL ENSAMBLADO, SOLO EL DISPOSITIVD SUPERIOR OE REGULAC16N DE TORSION OE LA CABEZA DEL PERNO. LA SEGUNDA PIEZA HEXAGONAL (LA MAS CERCANA AL CUERPO DEL CONECTOR) SE USA SOLO PARA DESARMAR EL CONECTOR. Nota: El perno regufador de torsion garantiza la aplicaci6n de la torsi6n correcta a los canductores sin usar una (lave de torsion. La information importante de longitud de cable pelado y de Loma, las clasiticaciones de materiales y temperatura esta marcada en of conector. INTRODUCING ROCKIT SMART SLIDE! Introducing EcoFasten's patent pending Rocklt Smart Slide, our simple solution for quickly installing the popular Rocklt rail -less racking system to composition shingle roofs. e601.4p o a Features & Benefits • Eliminates the need to pry up shingle Courses and install a metal flashing • Multiple opportunities to find the rafter • No need for additional material when architectural shingles are not level • Longer 6.75" slide avoids overlaps in shingle courses • Integrated flashing utilizes UltraGrip Technology'"" to create a watertight seal Required Components; 2011024 I RI SMART SLIDE BLK 6.75" 2011025 RI SMART SCRW #12X3" W/BW LIRE RI SMART SLIDE BLK 6.75" PART NJUMBER DESCRIPTION 201024 RI SMART SLIDE BLK 6.75' ITEM NO. I DESCRIPTION 1 1 ROCKIT SMART SLIDE ASSEMBLY 1 j ROCKIT FLASHLESS SLIDE ASSEMBLY 1.77 1 20 [44.9] [30.5] 2.40 .40 RELEASE LINER MATERIAL ALUMINUM, EPDM, ADHESIVE, TREATED PAPER FINISH BLACK Rev: CS-3 SOLARMOU NT ^RECEIVED I JUN 16 2023 f- Pnwtuu 1 r', KINGS HIGHWAY e�UNIRAC SOLARMOUNT is the professionals' choice for residential PV mounting applications. Every aspect of the system is designed for an easier, faster installation experience. SOLARMOUNT is a complete solution with revolutionary universal clamps, FLASHKIT PRO. full system UL 2703 certification and 25-year warranty. Not only is SOLARMOUNT easy to install. but best -in -class aesthetics make it the most attractive on any block! New & Im THE Phi With Sup NOW FEATURING FLASHKIT PRO The Complete hoof Atlachment Sulutior. FEATURING 0 SHED s SEAL ifmnmy NOW WITH UNIVERSAL MIDCLAMPS REVOLUTIONARY NEW ENDCLAMPS Accommodates 30mm-51mm module frames Concealed design and ineiided End Cap; One tool, one -person installs are here! @ CSA GROUP"' Certificate of Compliance Certificate: 70131735 Master Contract: 266909 Project: 80082031 Date Issued: 2021-06-02 Issued To: Unirac 1411 Broadway NE Albuquerque, New Mexico, 87102 United States Attention: Klaus Nicolaedis The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US'. for Canada and US or with adjacent indicator 'US' for US only or without either indicator.for Canada only. Issued by: M%chu.e.L 14 offnav& Michael Hoffnagle PRODUCTS CLASS - C531302 - POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems CLASS - C531382 - POWER SUPPLIES - PHOTOVOLTAICS-PV Racking and clamping systems - Certified to US Standards Models: SM - SOLARMOUNT Flush -to -Roof is an extruded aluminum rail PV racking system that is installed parallel to the roof in landscape or portrait orientations. ULA - Unirac Large Array is a ground mount system using the SolarMount (SM) platform for the bonding and grounding of PV modules. Solarmount Q W r _ M ■ E n o we 0 z M 0 r-i O) .--i 1- N _...! d o Ln m N Ln �O n 0 Q O N O CR N� rV --� Lr" In N) -4 +-A O Q ri O ri O N 0 O a` m z c0 G rl M Kl n I L O n (N N � p t v lo 0 Ln n �n n -4 O co N LA N ICD IO 10 rO O 10 10 1 O t �7 J z 0 ce r� rn J Q D� O ul �D N1 N �D L! O n r O ra O Ln rN to H 0 0 (D 0 0 0 C) 0 n v vi Gn x x a x X x Q Q V V Q Q z z a CC a a = Z>> w Z w Z re Of kD O o o——> >- z O O LL - 0 0 a1 �7 � u Z X O O - - Z Z O O n p Ln 0 0 H w w f > O Q a O cl�V V O o 0 ci [O Q U. V1 V � K K structural ENGINEERS June 15, 2020 Unirac 1411 Broadway Blvd. NE Albuquerque, NM 87102 Am.: Unirac- Engineering Department Re: Engineering Certification for the Unirac U-Builder 2.0 50LARMOUNT Flush Rail PZSE, Inc. - Structural Engineers has reviewed the Unirac SOLARMOUNT rails, proprietary mounting system constructed from modular parts which is intended for rooftop installation of solar photovoltaic (PV) panels; and has reviewed the U- builder Online tool. This U-Builder software includes analysis for the SOLARMOUNT LIGHT rail, SOLARMOUNT STANDARD rail, and SOLARMOUNT HEAVY DUTY rail with Standard and Pro Series hardware. All information, data and analysis contained within are based on, and comply with the following codes and typical specifications: 1. Minimum Design Loads for Buildings and other Structures, ASCE/5E1 7-05, ASCE/SEI 7-10, ASCE/5E17-16 2. 2006-2018 International Building Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-2 2017. 3. 2006-2018 International Residential Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-2 2017. 4. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November 1, 2012 by ICC-ES. 5. 2015 Aluminum Design Manual, by The Aluminum Association, 2015 Following are typical specifications to meet the above code requirements: Design Criteria: Ground Snow Load = 0 - 100 (psf) Basic Wind Speed = 85 - 190 (mph) Roof Mean Height = 0 - 60 (ft) Roof Pitch = 0 - 45 (degrees) Exposure Category = B, C & D Attachment Spacing: Per U-builder Engineering report. Cantilever. Maximum cantilever length is t/3, where "L" is the span noted in the U-Builder online tool. Clearance: 2" to 10" clear from top of roof to top of PV panel. Tolerance{s): 1.0" tolerance for any specified dimension in this report is allowed for installation. Installation Orientation: See SOLARMOUNT Rail Flush Installation Guide. Landscape - PV Panel long dimension is parallel to ridge/eave line of roof and the PV panel is mounted on the long side. Portrait - PV Panel short dimension is parallel to ridge/eave line of roof and the PV panel is mounted on the short side. 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 9t6.961.3960 916.961.3965 www.pzse.com 1of2