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23-A121 39 Merchant Ave Approved
�y TOWN OF YARMOUTH RECEIVE 1146 ROUTE 28 SOUTH YARMOUTH MA 02664-A451 - - - a Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE fAlRmuiu i , . 7LD KING'S HIGHWAY I 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 X - Residential 1) Exterior Building Construction: New Building Addition _Alterations Reroof Garage Shed X Solar Panels 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: Roof Mounted PV Solar Please type or print legibly: Address of proposed work: 39 Merchant Ave, Yarmouth, MA 02675 Map/Lot # 127140 Owner(s): Margaret Smith Phone #: 202-489-9521 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 39 Merchant Ave, Yarmouth, MA 02675 Year built: 1978 Email: Preferred notification method: Agent/contractor: Daniel Rubin/Freedom Forever MA LLC Phone #: Mailing Address. 135 Robert Treat Paine Drive, Taunton, MA 02780 Phone Email 7743205539 Email: permitsouthshorema@freedomforever.com Preferred notification method: Phone X Email Description of Proposed Work: Roof Mounted PV Solar Installation - 22 Panels - 8.800kW system size- 200A- No Battery ESS Installation Panels are located on roof with 3 panels facing side of property and 19 panels facing rear of property Signed (Owner or agent): Z�>lez�z�f' Date: 9/11/2023 Ownerlcontractorlagent 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 inspection by OKH. OKH-approved plans MUST be available on -site for framing & final inspections. For committee usje only: Rcvd Date: Amount 1.40, to CashlCK #: Rcvd by: 45 Days: Date Signed: Approved Approved with Modifications Denied Reason for Denial: Signed: OCT 11 2023 f AlHiviutj Tv, 1 v 3-- A ,' APPLICATION #: ��" a°F_Yo 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/contractorlagent for construction at 3t1 6*)WJ , Map/Lot 1 0 CIA # 3 /-Vf Approval Date: 013 I 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 statements. O C T 1 1 2023 1 OL�KIN"G'�S)HfGhH Date: � Signed: _ _ c �� _.._._. (Owner/Contractor/Agent) Signed: f�.. l�t_J ( hairman, Old King's Highway Committee) H IOKH COMMIT€EEUSpplicatm FormsSStstement of Understanding 2015 decx Updated QJ2015 }° ^" 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 Jq WwwowlAzz., Map/Lot ��7 D CIA# .�3����� Approval Date: J I 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 statements. Date: Signed: (Owner/Contractor/Agent) APPROVE OCT 11 2023 YARMOUTh l!\I!'-:o i_urli Signed: - [C—T 0� �- — J ( hairman, Old King's Highway Committee) H,IOKH COMMITFERApplicalion Fcrms45talement of Understanding 2015.dccx Updated 1212015 • so freedom F O R E V E R To whom it may concern, Freedom Forever Massachusetts LLC South Shore Branch 135 Robert Treat Paine Drive Taunton, MA 02780 ErFIVF[) S E F 1 3 �G23 YAhMOU I r. uiku-C Ulf-`L Please find application for Old Kings Highway Historic District Certificate of Appropriateness for Margaret Smith of 39 Merchant Ave, Yarmouth, MA 02675 In this package please find: Application for Certificate of Appropriateness Check 23982 in the amount of $40 for application fee PV Plans with specifications and proposed layout Colored photos of property If you need anything else, please feel free to reach out. Thank you! Katy Ruggieri (774) 320-5539 permitsouthshorema@freedomforever.com APPROVED OCT 11 2023 YARMou i'I-, CING'S Hlr k ;4 .-AP'I Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 45-DAY TIMEFRAME WAIVER Application #:y3-f k'l;0*1l Project Address: 39 Merchant Ave, Yarmouth, MA 02675 Application Received Date: 61113123 45 Day Decision Deadline: 0 a` -�3 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: Roof Mounted PV Solar Installation - 22 Panels - 8.800kW system size- 20OA- No Battery ESS Installation Panels are located on roof with 3 panels facing side of property and 19 panels facing rear of property Date: 9/11 /2023 RECFIVFD SEP 13 2023 Y HMMuu I I Signed: Owner Owner a � AZZWt- Contractor/Agent TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 2023 MEETING SCHEDULE i ,• 0 0 C T 11 2023 YARMOU- h elAlflln . ,,—. 23,A'1'2' I GENERAL SPECIFICATION SHEET Project Address 39 Merchant Ave, Yarmouth, MA 02675 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, - Color: Front: TRIM: All windows & doors to be trimmed with: Material: DOORS: Qty: Material: Style/Size (if not listed/shown on elevations): STORM DOORS: Qty: Material: GARAGE DOORS: Qty: Mat'I: WINDOWS: Qty/side:: Front Left: Manufacturer/Series: Grilles (Required): Pattern (6/6, 2/1, etc ) _ Snap -In: Between Glass: Sides/Rear Sides/Rear: 1x 4 1x5 (Circle one.) Color: Color: Color: _ Style: Color: _ Right: Rear: Color: Material: _ Grille Type: True Divided Lite: Permanently Applied: Exterior Interior STORM WINDOWS: Qty: Material: Color: COLOR CHAPS RECEIVED S E P 13 2023 YARMOU i h OLD KING'S HIGHWAY SHUTTERS: MatT Style: Paneled Louvered Color: PP f V1 SKYLIGHTS: Qty: Fixed Vented Size Color: OCT 1 1 2923 DECK: Size: Decking Mat'l: Color: eARMOUf H Railing Mat'I: Style: Color: OLD KING-S HfGHWAy 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 METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Color: Location(s): LIGHT POSTS: Qty: Material: Color: Location(s): Additional information: Roof Mounted PV Solar Installation - 22 Panels - 8.800kW system size- 200A- No Battery ESS Installation Panels are located on roof with 3 panels facing side of property and 19 panels facing rear of property 2-General APPLICATION #: dJ 419I 8-2M TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name: Margaret Smith Property Address/Location: 39 Merchant Ave, Yarmouth, MA 02675 Hearing Date: I►I�3 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: RECFluF—D . SEP 1 3 2023 _. _ ur-lJ%AIAV A PS�� OCT 11 20D �i.\H1 iUJ i t 127 40 j5gV7 �7 a� ow 3 Application #: TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 1271 411 1 1 NEVINS JOHN W JR TR Please use this signature to certify this list of properties 35 MERCHANT AVE, directly abutting and across the street from the parcel located at: YARMOUTH PORT, MA 02675 39 Merchant Ave., Yarmouth Port, MA 02675 Assessors Ma 127, Lot 40 1271 401 1 1 Andy M hado, Director of Assessing SMITH MARGARET E September 21, 2023 3000 TILDEN ST APT 301 WASHINGTON , DC 20008-3072 1271 391 1 1 SMITH MARGARET E 3000 TILDEN ST APT 301 WASHINGTON , DC 20008-3072 1271 271 1 1 MILLER DENNIS MILLER LAURA AURA � RECFI vIFD 36 MERCHANT AVE YARMOUTH PORT, MA 02675 SEP 2 2 2023 rARMUUTrj nl n K1Nr,'C ul!`_u%AlAv `COVED OCT 11 2023 YAHMUU l h �;z3- A I-'�- 1 RECEIVED SEP 13 2023 YARMUU1 r3 OLD KING'S HIGHWAY y i 1 46 � N / (r� 5Lh W SW N O F � A K cr�y 2� py n Ti. Ln on N tM�mi F, W�q 4 { A PPROVED' OCT 112023 2023 OLD KING HIGHWAY ECEIV ED SIP 13 2023 �AHMUU"i r, i ii/1L APPROVED O C T 11 2023 YARMUU il-, OLD KING'S HIGHWAY to LL Cn O 7 C CD rL 3 O (D C (D n O CD CjI V W 67 N A V O V O N O c0 3 EO �CD to T 4!k J Y P$ r�41* 1`:. ;)PV CT 1 1 2023 rHI-itwvu f r, f[Il El1['• I lif'.1 r�wiwci 93-}pia ) BARUN CARP September 7, 2023 RE: Project Address: Design Criteria: RECEIVED SEP 1 3 2023 YANVIOU I r, <INrT0% NIGI- CERTIFICATION LETTER MARGARET SMITH 39 MERCHANT AVE 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 - it 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/5L = 22.1 psf (PV) ROOF 2 & 3: 2 x 8 @ 16" OC, Roof DL = 8 psf, Roof LL/SL - 25 psf (Non-PV), Roof LL/5L = 13.3 psf (PV) 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 an 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 app4icable 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, Digitally sig Xiaojian Xie XiaojianXie Date: 2023.( -04,00, OF XiE t CIVIL i No.56838 3: 2 fi�/STEFt�Q *�Cr� 4,-f A AP V OCT 11 2023 rAR MU(JI-h OLD KING'S HIGHWAY � 6,A A2 i MOUNTING• MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS ROOF 1 17' OK IEBC IMPACT CHECK ROOF 2 & 3 38' OK IEBC IMPACT CHECK STANDOFFrWARE EVALUATION MOUNTING PLANE FORr UPLIFT WIND UPLIFT DCR ROOF 1 84.0% ROOF 2 & 3 87.7% RECEIVED SEP .13 2023 YARMOU-1 t, ,.,,^lh ! ilnl OCT 1 1 2023 (ARI iuu i i-: Limits of Scapa 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 stamped planset and were made according to generofly recognized structural analysis standards and procedures. Ali PV modules, rocking and attachment components shall be designed and installed per manufacturer's approved guidelines and specifications. These plans are not stamped for water leakage 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 ore rri suitable condition and inspect framing rioted 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, crocked framing, etc. and inform the Engineer of Record of existing deficiencies which are unknown andjor were not observable during the time of survey and hove 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 irn advance and in writing by the Engineer of Record. Baran Corp I Design and Engineering 1 610.202.4506 E chrisk@baruncorp con? I www.barunco!!) 2/8 ,�73-Aa1 PV PANELS DEAD LOAD r PV Panels Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV Panels PV-DL = 3.00 psf ROOF DEAD LOAD r Existing Roofing Material Weight Underlayment Weight Plywood/OSB 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. Total Roof Dead Load R-DL = 6.30 psf REDUCED ROOF LIVE LOAD Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ft2 ROOF 1 Pitch 17' or 4/12 Tributary Area Reduction Factor R1 = 1.00 Roof Slope Reduction Factor R2 = 1.00 Reduced Roof Live Load, Lr = Lo (R1) (R2) Lr = 20.00 psf SNOW LOAD Ground Snow Load pg = 30.00 psf Effective Roof Slope 17° 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 Flat Roof Snow Load pf = 25.00 psf SLOPED ROOF SNOW••r ON •• Roof Slope Factor Cs -roof = 1.00 Sloped Roof Snow Load on Roof ps-roof = 25.00 psf S>cp 1 3 2023 ,r^iYIV�1ti�` OCT 11 2023 YARI iOUTH � 3' p�12l Barun Corp ind Engineerinq 1610.202.4506 1 ch?risk@baruncorp.com I vvww baruncorp.com 3/8 Roof Dead Load (DL) = psf EXISTING 8.30 WITH PV PANELS�� 11.30 Roof Live Load (Lr) = 20.00 0.00 psf Roof Snow Load (SL) = 25.00 22.10 psf (DL + Lr)/Cd = psf EXISTING 22.64 WITH PV PANELS 12.56 (DL + SL)/Cd = 28.96 29.04 psf Maximum Gravity Load - 28.96 29.04 psf Load Increase (%) - 0.30% OK The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered. RECEIVED SEP 1 32023 MWOUI h VV f O C T 11 2023 rARMUU-) h OLD KING'; HJGHVVAY ; 9�'AIIi 11 202.4506 j Or-isk@hIruncorp c:om v%/v%,V.haruncorp.Com BARON CORP UPLIFTWIND + ROOF 1 MARGARET SMITH, 39 MERCHANT AVE, YARMOUTH, MA 02675 SITE INFORMATION Ultimate Wind Speed = 140.00 mph Roof Pitch = 17° Risk Category = II Roof Type = Gable Exposure Category = C Velocity Pressure Exposure Coefficient, Kz = 0.85 Mean Roof Height = 15.00 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 CALCULATIONSDESIGN Wind Velocity Pressure, qh = 36.20 psf (0.00256*Kz*Kzt*Kd-Ke*(VA2)) Solar Array Pressure Equalization Factor, ya = 0.60 Hardware Type =1 Ecofasten RocklT Smart Slide Allowable Load =1 751.36 Ibs D. Fir L, #12 Wood Screw x 2, 2" Embedment Array Edge Factor, yE = 1.00 Non -Exposed Condition Max. X - Spacing (Zone 1 & 2e) = Max. Y - Spacing (Zone 1 & 2e) = 5.33 ft Effective Wind Area 19.84 ft' 3.72 ft Max. X - Spacing (Zone 2n - 3e) = Max. Y - Spacing (Zone 2n - 3e) = 5.33 ft Effective Wind Area 19.84 ft' 3.72 ft Max. X - Spacing (Zone 3r) = Max. Y - Spacing (Zone 3r) = 4.44 ft Effective Wind Area 8.27 ft' 1.86 ft ROOFZONE GCp (-) UPLIFT 1 & Ze -2.00 UPLIFT PRESSURE PULLOUTFORCE -24.34 psf 482.96 Ibs 2n - 3e -2.57 -31.83 psf 631.41 Ibs 3r -3.60 -45.19 psf 373.75 Ibs NOTE: • Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC 47: 0.6DL+ 0.6WL is used. RECEIVED SEP 13 2023 YAK(VIUU i r• OCT 11 2023 YARi q(jU I r, Barun Corn I Design and Engineefing ; 610.202.4506 ciirisk@haruncorp com . I vnvw_barunccrp.com 5/8 PV PANELS R • . LOAD • PV Panels Weight = 2.50 Psf Hardware Assembly Weight = 0.50 psf Total PV Panels Weight PV-DL = 3.00 psf ROOF • • R LOAD R Existing Roofing Material Weight Underlayment Weight Plywood/05B 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. Total Roof Dead Load R-DL = 8.30 psf REDUCED ROOF LIVE LOAD Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ftz ROOF 2 & 3 Pitch 38' or 10/12 Tributary Area Reduction Factor R1 = 1.00 Roof Slope Reduction Factor R2 = 0.73 Reduced Roof Live Load, Lr = Lo (Rl) (1112) Lr = 14.50 psf Ground Snow Load pg = 30.00 psf Effective Roof Slope 38° 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 RECEIVED . SEP 13 2023 YARMOUTH OLD KING'S HIGHWAY A.X p C � 112023 r ARMO UTh 2� API �; , � ��, . -r� :,-. �';' �,n k n? :r �, sari '•<< Roof Dead Load (DL) = psf EXISTING 8.30 WITH PV PANELS 11.30 Roof Live Load (Lr) = 14.50 0.00 psf Roof Snow Load (SL) = 24.60 13.30 psf (DL + Lr)/Cd = (DL + SL)/Cd = Maximum Gravity Load = EXISTING 18.24 WITH PV PANELS 12.56 ps 28.61 21.39 ps 28.61 21.39 ps Load Increase (%) _-25.23% OK The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered. RECEIVED SEP 13 2023 YARMOU-I r, <ING'S HIGF .722;;OV OCT 11 2023 YARiV1ULl h :;�3'Avl Batun Caip 1 Design and Engineeririg 610.202.4506 chnsk@i baruncorp com 7/8 BARD N CORP WIND UPLIFT CALCULATION ROOF 2 & 3 MARGARET SMITH, 39 MERCHANT AVE, YARMOUTH, MA 02675 SITE INFORMATION Ultimate Wind Speed = 140.00 mph Roof Pitch = 38° Risk Category = II Roof Type = Gable Exposure Category = C Velocity Pressure Exposure Coefficient, Kz = 0.85 Mean Roof Height = 15.00 ft Topographic Factor, Kzt = 1.00 Solar Array Dead Load = 3.00 psf Wind Directionality Factor, Kd = 0.85 a=j 3.00 ft I Ground Elevation Factor, Ke =1 1.00-- DESIGN CALCULATIONS Wind Velocity Pressure, qh = 36.20 psf (0.00256*Kz*Kzt*Kd*Ke*(VA2)) Solar Array Pressure Equalization Factor, ya = 0.60 Hardware Type = Ecofasten RocklT Smart Slide Allowable Load = 751.36 Ibs D. Fir - L, #t12 Wood Screw x 2, 2" Embedment Array Edge Factor, yE = 1.50 Exposed Condition Max. X - Spacing (Zone 1 - 2r) = Max. Y - Spacing (Zone 1 - 2r) = 5.33 ft Effective Wind Area 19.84 ftz 3.72 ft Max. X - Spacing (Zone 2n & 3r) = Max. Y - Spacing (Zone 2n & 3r) = 5.33 ft Effective Wind Area 19.84 ftz 3.72 ft Max. X - Spacing (Zone 3e) = Max. Y - Spacing (Zone 3e) = ROOFZONE GCp (-) UPLIFT 1 - 2r -1.50 4.44 ft 1.86 ft UPLIFT PRESSURE -27.95 psf Effective Wind Area 8.27 ft' PULLOUTFORCE 554.52 tbs 2n & 3r -1.77 -33.21 psf 658.80 lbs 3e -2.58 -48.95 psf 404.85 lbs NOTE: • Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC ##7: 0.6DL + 0.6WL is used. 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