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HomeMy WebLinkAbout33876-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33315 Date: 10/03/08 THIS CERTIFIES that the building SOLAR PANELS Location of Property: 58775 MAIN RD SOUTHOLD (HOUSE NO.) (STREET) (F3kMLET) County Tax Map No. 473889 Section 56 Block 2 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 25, 2008 pursuant to which Building Permit No. 33876-Z dated MAY 7, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INSTALLATION OF SOLJ~R PANESL AS APPLIED FOR. The certificate is issued to JEFFREY S WILLIAMS (OWNER) of the aforesaid building. SL~FFOLK CO~TY DEPARI~I~T OF }~ALTHAP~O~%L N/A EI~C'~RICJ~L CERTIFICATH NO. 9141 09/24/08 PLIghtERS CERTIFICATION D~r~o N/A Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,~ qertificate g. ior is C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $I00.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Location of Property: ~"/'7 ~ ~/Ii,tO House No. Street Owner or Owners ofProperty: ~'~--q5,12~ ~-')-. /3}} Suffolk County Tax Map No 1000, Section ~ O""d Block Date. Subdivision Permit No. Health Dept. Approval: Plmming Board Approval: Request for: Temporary Certificate Fee Submitted: $ Date of Permit. I (check one) 00'2-- Lot Filed Map. Lot: Applicant: ~-I~ ''t) 5- Underwriters Approval: Fi~Certi~ V~ (check one) t Signature Hamlet FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33876 Z Date MAY 7, 2008 Permission is hereby granted to: JEFFREY S & MARY WILLIAMS PO BOX 463 SOUTHOLD,NY 11971 for : INSTALLATION OF SOLAR PANELS AS APPLIED FOR at premises located at 58775 MAIN RD SOUTHOLD County Tax ~p No. 473889 Section 056 Block 0002 Lot No. 003 pursuant to application dated APRIL 25, 2008 and approved by the Building Inspector to expire on NOVEMBER 7, 2009. Fee $ 100.00 / Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined Approved Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Storm-Water Assessment Form Contact: Mail to: Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housingffode, and regulations, and to admit authorized inspectors on premisO~!~l~fqr necessary inspections. / USE IS UNLAWFU!L - ,_ WITHr HT l, reofapplicantorname, ifa corporation) :REQUI OFOCCUPANCY yo, G 40.5. Do jo,-o (Miiling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ ~-'~7' ~ tI-) / L-L/At~ <~ (As on the tax roll or If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ~ Plumbers License No. ~ Electricians License No. ~ Other Trade's License No. ~ ALL CONSTRUCTION SHALL MI::~-'i' '1H~ Ht:::GUIH~-M~N ! 5 OF ]HE UUi31:~ {3P N~-W YO~K STATE. 1. Location of land on which proposed work ~ill be done: House Numl~er Street' ' County Tax Map No. 1000 Section L~'-]3~ (~ Block Subdivision ~ Filed Map No. ~ (Name) APPROVED F, ,. ED ~ , AT 7~5-1502 EA. ,~," '~'nL~,. FOLLC ',;;G FOF, PCUiiEC: "'-: 2. ROUGH - 3. INSULATICN 4. FIHAL - CON' '":;CN MUST BE COMPLE rq , ALL CONSTRUCT Or'~ Ch,,LL MEET THE REQUIREMENTS O~ ~H~ C,~ESOFNEW YORK STATE. NOT R ..... m,AaL. FOR ~U~ CONSTRUCTION ERRORS. Hmlet Lot Lot 2. State existing use and occupancy of premises and intendec} use an~zoccupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee Addition Alteration Other Work ~0 t. Pr~ ~fltOt2b4./fYJ~gJ -- --(Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear - 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front 10. Date of Purchase Rear .Depth Name of Forrner Owner ~0 ¢¢ ta/~p~¥' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES__ NO v/ Will excess fill be removed from premises? YES NO 14. Names of Owner ofpremisesff~fFP,~ I~' t-L10a~ <, Address {?~,~ Xt~ ~-~07~0tt~one No. ~ J Name of Architect ~04;~0fl ,< C'~t6 ~lrT]~~'~ Address l* to/t.t~/~/~70~f.~0ogPhone No ~30 Name of Contractor £K~-~o/~ g-~0O~(t' Y' ~"/~Tv~<, Address.~ g0,¥ 01 g [~]OP~t. ~hone No.[l~S~) 7~'9-~-~ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ,/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ,/ ., ,. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances .t? 15~p'e~-)i~n~s ....... 17. If elevation at any point on property is at 10 feet or below, must pro OpOgraphical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO /' STATE OF NEW YORK) SS: COUNTY OFSo fl,. [1~ ) "3"e. f (r~ tl ~ I,.~.1: I {z ^o.~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this '2-5{''k dayof ~r.r. [ 20 John M. Judge NOTARY PUBLIC, State of New York No. 01JU6059400 Qualified In Suffolk County Commission Expires May29, 20 ~ ~,.~gnature of Applicant COIVIMENTS FI~,I,D ~NSPECTION REPORT [ DATE [ FOUNDATION (1ST) FO~DATION (2ND) ROUGH F~G & LNS L~ATiON PER N. STATE ENERGY CODE ~DITION~ COUNTS CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No,: Eastern Energy Systems Znc, September 13,2008 9141 Suffolk County Tax Hap No.: Certificate No.; Final Inspection Date: Building Permit No.: 9141 September 13,2008 Th,s Cert,ficate of Electrical Compi,ance ,s hm,ted to the ,nspecbon and cor~ia~ ~.e(~i'i(~l fi~u,prnent and/or work described below, installed by the applicant named above, located at, L'h~prem~-'~Ls'~f~r the final inspection date above: Owner: 3effrey Williams ! L....__. J j S~te' Locabon': 3effrey W, 58775 Main' Road, Southold, NY 11971 L Owner's Address (if different): ? Residential ~ indoor :~- Basement ~ Service ii~i Shed -- Commercial ~ Outdoor i~'. First Floor ~ Pool :.~ Hottub '" New _-~ Renovation ~ Second Floor :~- AffJc ~ Garage i~ Addition i~ Survey Other: Photo Voltaic System INVENTORY Other Equipment: 48 modules ~ 216 watts. 2 Xantrex GT-5.0 Inverters The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Eastern Energy Systems Inc. Inspected By: GeneSurdi License No.: 4692-E Date Of Certificate: Sep 24,2008 40 Nottingham Dr'we. Middle Island, NY 11953 Telephone:6314958136 · Fax:6319806455- E-MaihSBEIGS~gmail.com JOSEPH SCHIVlITT En ineers Consulting Joseph Schmitt, Consulting Engineers 12 Wylie Way Stony Brook, NY 11790 Phone 631-689-7270 Fax: 631-751-7047 www.schmitten~ e-mail: jscepe@schmittengineedng.com June 2, 2008 Town of Southold Building Department Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold NY 11971 RE: Jeffrey Williams 58775 Main Road Southold, NY 11971 Dear Sir/Madam: I have reviewed the UNIRAC Free Standing PV Mounting Frame and their calculations based on the following: I. The ASCE7- Code for wind and snow loads using 20 psf ground snow loads and 130mph wind loads in Exposure "D". II. "Manual of Steel Construction: Load Resistance Factor Design," 3rd Ed, American Institute of Steel Construction, Chicago, IL, 2001. III. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000. IV. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from UNIRAC. In our opinion the UNIRAC Free Standing PV Mounting Frame meets the requirements of the 2007 Building Code of New York State. Sincerely, JOSEPH SCHMITT En ineers Consulting Joseph Schmitt, Consulting Engineers 12 Wylie Way Stony Brook, NY 11790 Phone 631-689-7270 Fax: 631-751-7047 w'cA~ schmitten~ e-mail: jscepe@schrnittengineedng.corn April 22, 2008 Town of Southold Building Department Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold NY 11971 RE: Jeffrey Williams 58775 Main Road Southold, NY 11971 Dear Sir/Madam: I have reviewed the UNIRAC Free Standing PV Mounting Frame and their calculations based on the following: I. The ASCE7- Code for wind and snow loads using 20 psf ground snow loads and 130mph wind loads in Exposure "D". Il. "Manual of Steel Construction: Load Resistance Factor Design," 3ra Ed, American Institute of Steel Construction, Chicago, IL, 2001. lIl. "Aluminum Design Manual: Specifications and Guidelines for Aluminum Structures":, The Aluminum Association, Washington D.C., 2000. IV. Mechanical Properties of UNIRAC extruded rails and related components based on data obtained from UNIRAC. in our opinion the UNIRAC Free Standing PV Mounting Frame meets the requirements of the 2007 Building Code of New York State. Sincerely, Joseph Schmitt, P.E. 3/13/2008 12:14 PM U-LA Engineering calculations Page 1 of 8 Quote number: LA-GTB-031308-1211 3 Leg: N/A Key: Variable inputs: Output data: Notes: Members A & C are pipe. Member E is pipe. Member B is 6105 aluminum square tube Member D is 6105 T5 extruded aluminum UniRac rail. HR Input parameters: Lo (rail length) = 1~ inches 0 (tilt angle)-- 2~1 oegrees = HF (Max leading edge height) = 12 inches WDL(Downforce load) = 50,64 osf = Rs (rail spacing) -- 3~,46 nches L$1 (initial leg spacing) = 100 nches WUL (Uplift load) = -46.42 psf = M DLpsf (module dead load osfl = S (Design snow load) = 0 ~)sf Number of N-S braces = 1 SAveEW (Average spacing E-W) = 108 inches SZF (Front seismic bracing schemel = NJ SZR (Rear seismic bracing sneme) = CBmax (Maximum' c~oss brace- = 1~ inches Smax (Maximum E-W spacing) = 133.34 inches Number of leg pairs = 8 0.3665 radians 0.00035 ksi -0.00032 ksi 0.00002 ksi 0.00000 ksi Max uplift wind load 48 psf -0i00033 ksi Max downforce wind load ~ : psf 0100033 ksi (Spacing based on maximum cross brace length) (Number of leg pairs are per subarray) 48 87.67 input verification = 3/13/2008 12:14 PM THE STANDARD IN PV MOUNTING STRUCTURES'" U-LA Engineering calculations Page 2 of 8 Material properties: Vertical bide oroDerties: 3 inch A53B Sch-40 steel pipe I = 3.02 in4 A = 2.23 in2 S = 1.72 ins Z = 2.33 in3 r = 1.16 In Fy = 35 ksi Fu = 60 ksi E= 29000 ksi Horizontal Dine oronerties: 3 inch A53B Sch-40 steel pipe I = 3.02 in4 A = 2.23 in2 S = 1.72 in3 Z = 2.33 in3 r = 1.16 in Fy = 35 ksi Fu = 60 ksi E= 29000 ksi Vertical DiDe bendine strenath: (~Mu = 73.395 k-in Horizontal DiDe bendina strenath: eMu = 73.395 k-in Mounting rail properties: 6105 T5 Heavy-duty SolarMount a~uminum extrusion strong Area = 1.0935 in2 I = 1.4391 .6LD/rstmng = 76.423 r = 1.1472 Fcolumn = 8.732 ksi S: 0.9025 weak 0.2774 0.5037 Connection properties: Allowable Member Connection Stren.qth (from laboratory testina~ Connection A = 4 kips Connection B = 4 kips Connection C = 4 kips Connection D = 4 kips Cross bracing properties: 3 in. x 3 in. x 1/8 in. 6105 T5 I = 1.78 in4 A = 1.3 in2 r= 1.17 in Fy = 40 ksi E = 10000 ksi in4 THE STANDARD IN PV MOUNTING STRUCTURES'" 3/13/2008 12:14 PM U-LA Engineering calculations Member lengths (Standard bracing): HR (Rear array height)= ' inches FL (Front leg height, max) = inches RL (Rear leg height, max) = BNSL (N-S brace length) = inches 0.6 LD = FSZ (Front brace length) = inches RSZ (Rear brace length) = inches EL(Middle leg height, mex) = ~S Member lengths (Revised braCing): HR (Rear an'ay height) = FL (Front leg height, max) = RL (Rear leg height, max) = BNSL (N-S brace length) = 0.6 LD = FSZ (Front brace length) = RSZ (Rear brace length) = EL(Middle leg height, max) = Member axial strengths: ~,c Fcr N/A N/A N/A 0.443 32.244 38.199 1,084 21.396 25.348 77.470 8.498 11.047 76.423 8.732 9.548 N/A N/A N/A N/A N/A N/A N/A N/A N/A Member axial strengths: ~'c Fcr ~Pn N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NA NA NA N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 3 of 8 0.25888195 0.575452883 Member forces based on intial truss spacing (Downforce (Wind + Snow + Dead): Member: Member desian strenqth: Member strenath / member force: FR <Force in rear leg)-- 2.948 Kips 4.000 Kips Fa (Force in N-S brace) -- 2.039 Kips 4.000 Kips R2 (Reaction force, rear) = -3.526 Kips N/A R 1 (Reaction force, front) -- -1.612 Kips N/A FA (Force in front leg) ---- 1.612 Kips 4.000 Kips FD (Force in mounting rail) = 1.056 Kips 4.000 Kips FFSZ (Force in front brace) = Kips 4.000 Kips FRSZ (Force in rear I~race) = Kips 4.000 Kips MD (Moment in rail) = 7.207 Kip-in 17(148 Kip-in ME (Moment in hor Pipe) ---- 34.402 Kip-in 45.872 Kip-in V2 (Hor. Reaction force, rear) = 1.973 Kips N/A EM(Force in middle leg) = Kips Kips 1.357 1.961 N/A N/A 2.481 3.786 2.379 1.333 N/A controls 3/13/2008 12:14 PM U-LA Engineering calculations Page 4 of 8 Member forces based on maximum truss spacing (Downforce (I/Find + Snow + Dead): Member: Member desian strenath: Member strenqth / member force: FR (Fo~e in rear leg) = 3.404 Kips 4.000 Kip 1.175 FB (Force in N-S brace) = 2.355 Kips 4.000 Kip 1.699 R2 (Reaction force, rear)= -4.072 Kips N/A Kip N/A R1 (Reaction force, front) '' -1.862 Kips N/A Kip N/A FA (Force in h-ant leg)= 1.862 Kips 4.000 Kip 2.149 ED (Force in mounting rail) = 1.220 Kips 4.000 Kip 3.279 FFSZ (Farce in front brace)---- Kips 4.000 Kips FRSZ (Force in rear brace) = Kips 4.000 Kips MD (Moment in rail)= 7.207 Kips 17.148 Kip 2.379 ME (Mement in hor. Pipe) -- 45.872 Kip-in 45.872 Kip-in 1.000 controls V2 (Hor. Reaction force, rear)-- 2.278 Kips N/A Kip-in N/A Fa(Force in middle leg) ---- Kips Kips Member forces based on average Member: FR (Force in rear leg)= 3.184 Kips 4.000 Kips FS (Force in N-S brace) '' 2.202 Kips 4.000 Kips R2 (Reaction force, rear)= -3.809 Kips N/A Kips R1 (Reaction force, front)= -1.741 Kips N/A Kips FA (Force in front leg)= 1.741 Kips 4.000 Kips FD (Force in mounting rail) ----' 1~ 141 Kips 4.000 Kips FFSZ (Force in front brace)---- Kips 4.000 Kips FRSZ (Force in rear brace)-- Kips 4.000 Kips MD (Moment in rail) = 7.207 Kips 17.148 Kips ME (Moment in bar Pipe) = 40.126 Kip-in 45.872 Kip-in V2 (Hor. Reaction force, rear)= 2.130 Kips N/A EM(Force in middle leg) = Kips Kips truss spacing (Downforce Wind + Snow + Dead): Member desian strenath: Member strenath / member force: 1.256 1.816 N/A N/A 2.297 3.506 2.379 1.143 N/A controls 3/13/2008 12:14 PM U-LA Engineering calculations Page 5 of 8 Member forces based on intial truss Member: FF~ (Force in rear leg) = -2.702 Kips Fa (Force in N-S brace) = -1.869 Kips R2 (Reaction force, rear) = 3.233 Kips R1 (Reaction force, front)= -1,478 Kips FA (Force in front leg) = -1.478 Kips FD (Fome in mounting rail) = -0.968 Kips FFSZ (Force in front brace) = Kips FRSZ (Force in mar brace) = Kips MD (Moment in rail) = 6.606 Kip-in ME (Moment in hor. Pipe) = 31.535 Kip-in V2 (Hor. Reaction force, rear)= -1,808 Kips spacing (Uplift (Wind - Dead): Member desiqn strenqth: Member strenath / member force: -4.000 Kips 1.480 -4.000 Kips 2.140 N/A N/A N/A N/A -4.000 Kips 2.707 -4.000 Kips 4.13 4.000 Kips 4.000 Kips 17.148 Kip-in 2.596 45.872 Kip-in 1.455 controls N/A N/A Member forces based on maximum truss spacing (Uplift (Wind - Dead): Member: Member desian strenqth: Member strenqth / member force: FR (Force in rear leg)---- -3.120 Kips -4.000 Kips 1.282 Fa (Force in N-S brace) ---- -2.159 Kips -4.000 Kips 1.853 R2 (Reaction force, rear)= 3.733 Kips N/A N/A R1 (Reaction force, frent)= -1.707 Kips N/A N/A FA (Force in front leg) = - 1.707 Kips -4.000 Kips 2.344 FD (Force in mounting rail) -- -1.118 Kips -4.000 Kips 3.577 FFSZ (Force in front brace) = Kips 4.000 Kips FRsz (Force in rear brace)= Kips 4.000 Kips MD (Moment in rail)= 6.606 Kip-in 17.148 Kip-in 2.596 ME (Moment in hot. Pipe) = 42.049 Kip-in 45.872 Kip-in 1.091 controls V2 (Hot Reaction force, rear)-- -2.088 Kips N/A N/A THE STANDARD IN PV f'tOUNTING STRUCTURES'" 3/13/2008 12:14 PM U-LA Engineering calculations Page 6 of 8 Member forces based on average truss spacing (Uplift Wind - Dead): Member: Member desiqn strenqth: Member strenqth / member force: FR (Force in rear leg)-- -2.918 Kips -4.000 Kips 1.371 FB (Force in N-S brace)= -2.019 Kips "4.000 Kips 1.981 R2 (Reaction force, rear) ---- 3.491 Kips N/A N/A R1 (Reaction force, front)= -1.596 Kips N/A N/A FA (Force in front leg)= -1,596 Kips -4.000 Kips 2.506 FD (Force in mounting rail) ---- -1,046 Kips -4,000 Kips 3,825 FFSZ (Force in front brace) = Kips 4.000 Kips FRSZ (Force in rear brace) = Kips 4.000 Kips MD (Moment in rail)= 6,606 Kip-in 17.148 Kip-in 2.596 ME (Moment in hot, Pipe) = 36.782 Kip-in 45.872 Kip-in 1.247 controls V2 (Hor. Reaction force, rear)-- -1.953 Kips N/A N/A Design parameters: OK OK OK THE STANDARD IN PV MOUNTING STRUCTURES'" 311312008 12:14 PM U-LA Engineering calculations Horizontal pipe design parameters: Page 7 of 8 THE STANDARD IN PV MOUNTING STRUCTURES"' 3/13/2008 12:14 PM U-LA Engineering calculations Seismic bracing parameters: (Braces need to be placed in the planes of members A & C) (Please note: Bracing requirements are based on the maximum allowable spacing Smax) Smax (Maximum allowable truss spacing)= Fsz (Front brace length) -- F sZangle (Front brace angle) -- RSZ (Rear brace length) -- Rszangle (Rear brace angle) = Capacity Unit inches inches N/A N/A radians inches N/A N/A N/A radians Page 8 of 8 Test N/A N/A Revi.. Member lengths: (Brace lengths are in inches) FSZ (Front brace length) = RSZ (Rear brace length) = Axialcompressivestreng~ ~Pn Axial tensile strength ~Pn N/A N/A N/A N/A Required number of braces between front legs: Required seismic design force = Design capacity per brace = (Please note: Braces can be placed anywhere along the structural subarray between the front legs) Required number of braces between rear legs: Required seismic design force = Design capacity per brace = (Please note: Braces can be placed anywhere along the structural subarray between the rer legs) Please note: Bracing for seismic conditions does not consider wind or snow actions in either the east or west direction. Due to the small surface area of the arrays on either the east or west side, wind actions are not considered as part of this design. It is also assumed that design wind and / or snow conditions will not be occuring at the same time that a seismic event may occur.