The URL can be used to link to this page

Home My WebLink About2014-1859 signed with engineer copyrightCity of Palm Springs BUILDING PERMIT Building Address: 5 Palomino Rd Date 06/0912014 Case No.: RB Submitted Owner Address Nicholas Chicola 5Palom1noRd Palm Springs CA Contractor Address True Power Solar 461 W Lambert Rd Ste 212 area CA Architect Address Engineer Address Lot # Block # Tract 6 + DEEPWELLREi Lot Size Zone 12100 Buitding Sq. Ft. Garage/Carport New Use of building Permit Type SFFD PhotoVolta is Fire Sprinkler Units Valuation 38250.00 Pen*nk AlbertoGradilla Technician Phone 760 5670299 Phone Lic. Number 714 676 8888 970691 Phone Phone Parcel Number 508-421-005 Occupancy Roofed PatiofPorch Permit Fees Paid 381.03 Describe work in detail: 26 panel photovoltaic system, 2 invertem,l sub panel Special Conditions: Remodeled Area Const. Type Fixture Units DO NOT CONCEAL OR COVER ANY CONSTRUCTION UNTIL THE WORK IS INSPECTED ISM15^07 A RI7 The issuance of this permit shall not be held to be an approval of the violation of any provisions of any city or county ordinance or state law. Inspections of work are subject to an approved set of plans being on the job. Changes to plans are not to be made without permission of the Building and Safety Divisions. The owner andlof contractor is responsible for establishing all property lines. All utilities must be underground. This permit will expire if work is not started in 180 days or if more than 180 days elapses between inspections. I certify that I am familiar with all requirements of the City of Palm Springs as they apply to this permit and understand that these requirements must be completed prior to final inspection and that no certification of occupancy will be issued unt7:7, uirements are met. I certify that I have read this ap ' tion and sta that the information is true and correct. P. OWNNTRACTORIAGENT ATE ISSUED BY Finaled This is a Building when properly filled out, signed and validated, and is not transferable. PERMIT NUMBER 2014-1859 0 • INSPECTION INFORMATION No work shall be concealed without a signature by the inspector. The approved plans and this card must always be available to the inspector. Preserve this record. A permit shall expire and become null and void if substanial work is not commenced within 180 days, or if the work is suspended or abandoned for a period of 180 days. If the work is progressing but approaching the end of the 180 day period from the last recorded day of a passed inspection, a progress inspection must be obtained to keep an active permit. CONSTRUCTION HOURS ::= Weekdays lam to 7pm Saturdays Sam to 5pm Sundays & Holidays Not Permitted JOB NOTES: JOB CARD Project add ress:6 Palomino Rd Permit #: 2014-1859 Inspection hours SAM - 4PM Monday - Thursday Inspection request line (760) 323-8243 Building Department (760) 323-8242 Building Department Fax (760) 322-8342 PHOTOVOLTAIC INSPECTIONS r •��City of Palm Springs Paid Rfeipt Summary 3200 East Tahquitz Canyon Way Page 1 of 1 Palm Springs, CA 92262 r�oQa DATE 7/9I2014 Phone: Bldg: 760-323-8242 Eng: 760-323-8253 Fax: See Below ACCOUNT: True Power Solar Ste 212 451 W Lambert Rd Brea CA 92821 Phone: 714 676 8888 PERMIT NUMBER 2014-1859 5 Palomino Rd Palm Springs, CA Date Reference Number Invoice Number FeeCal Description Status Amount 7/9/2014 2014-1859 14-2450 001-32201 Electrical Fees Paid (-) 252.59 7/9/2014 2014-1859 14-2450 001-32204 Permitlssuance Paid (-) 26.11 7/9/2014 2014-1859 14-2450 001-32219 S,B. 1473 Paid (-) 2.00 7/9/2014 2014-1859 14-2450 001-34301 Plan Check Fee Paid (-) 144,00 7/9/2014 2014-1859 14-2450 001-34301 Plan Check Fee Paid (-)-108.00 7/9/2014 2014-1859 14-2450 001-34308 Microfilm Paid (-) 5.04 7/9/2014 2014-1859 14-2450 001-37111 SMIP1 Paid (-) 3.83 7/9/2014 2014-1859 14-2450 261-32214 Technology Fee Paid (-) 55.46 Date InvoiceNum Status Payment Amount 7f712014 14-2450 Original Due 381.03 7/9/2014 14-2450 Paid Check4399 (-) 381.03 Total Paid 381.03 Building Fax #: 760-322.8342 Engineering Fax #: 760-322-8326 I* Worksheet 0 Address: 5 Palomino Rd Permit #: 2014-1859 001-32201 - Electrical Fees Fixture Quantity Rate Amount Misc Apparatus 1 $20.23 for 1.00 $2023 # of photovoltaic solar panels 26 $5.28 for 1.00 $137.28 # of photovoltaic inverters 2 $13.66 for 1.00 $27.32 # of service disconnects 2 $33.88 for 1.00 $67.76 001-32204 - Permit Issuance Fixture Quantity Rate Amount # of Permits 1 $26.11 for 1.00 $26.11 001-34308 - Microfilm Fixture Quantity Rate Amount 1 st Page 1 $2.00 for 1.00 $2.00 Page 2+ 5 $0.33 for 1.00 $1.65 Large Plans 1 $1.39 for 1.00 $1.39 0 0 OWNER / BUILDER DECLARATION I hereby affirm under penalt perjury that I am exempt from the Contractor's License Law for the following re n (Section 70 31.5, Business and Professions Code: Any city or c ty which requires a permit to construct, alter, improve, demolish, or repai ny Structure prior to its issuance, also requires the applicant for such perm o file a signed Statement that he or she is licensed pursuant Eo th revisions of the Contractor's License Law (Chapter 9 commencing with Sec. 700 Division 3 of the Business and Professions Code) or that or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 31.5 by any applicant for a permit subjects the app nt to a civil penalty of not more than five hundred dollars ($500).) Please check one of the foll ing: z❑ I. as owner of the property, or my empl,81Kes with wages as their compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044 of the iness and ofession Code. The Contractor's License Law does not apply to an owner of property who builds or improves there who does such work himself or herself or through his or her own employees, provided that such improvements are t i nded or offered for sale. If, however, the building or improvement is sold within one year of completion, the own uilder will a the burden of proving that he or she did not build or improve for the purpose of sale.) ❑ I. as owner of the prop am exclusively contracting with licensed cent ors to construct the project (Sec. 7044 of the Business and essions Code: The Contractor's License Law does not apply an owner of property who builds or improves thereon who contracts for such projects with a contractor(s) licensed pursuant X s License Law.) ❑ 1 am exempt under Sec. of the Business and Professhis reason: Owner Signature: Date: LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. The following applies to B contractors only: I understand the limitations of Sedion 7057 related to my ability to take prime contracts or subcontracts involving specialty trades. License Class: State Lic. No.: I ``_ CitX Bus Print Name on License: G f D aN INC - I Address: FX Lic. No. c>20015VI Phone: ( —676 - to,,' F Every county or city which requires the issuance of a permit as a condition precedent to the construction, alteration, improvement, demolition or repair of any building or structure shall require that each applicant far the permit sign a declaration under penalty of perjury verifying workers' compensation coverage or exemption from coverage as required by Section 19825 of the Health and Safety Code. I, hereby affirm under penalty of perjury one of the following declarations: ❑ I HAVE AND WILL MAINTAIN A CERTIFICATE TO SELF INSURE for workers compensation as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. VI HAVE AND WILL MAINTAIN WORKERS' COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ,� J n /� Carrier: p�q�t0►'IGtSC i� YGtnc Policy No. �G'WC 2 t ❑ I CERTIFY that in the performance of work for which this permit is issued, I SHALL NOT EMPLOY ANY PERSON, in any manner so as to become subject to the worker's compensation laws of California, and agree that if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code, I shall for with comply wit,h those provisions. Contractor or Agents Signature: Date: 01—, { 2, C Disclosure Form City of Palen Springs, CA Page 1 -W 0 0 Palm Springs 2014-1859 06/18/2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Palm Springs PLAN CHECK NO.: 2014-1859 PREPARED BY: Morteza Beheahti DATE: 06/ 18/2014 BUILDING ADDRESS: 5 Palomino Rd. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Ips 1 971 Bldg. Permit Fee by Ordinance • Plan Check Fee by Ordinance Type of Review; ❑ Repetitive Fee = Repeats ` Based on hourly rate ❑ Complete Review ❑ Other 0 — Lom rd, X EsGill Fee ❑ Structural Only 1.5 Hrs. @ $96.00 $180.00 $1 �L4.00 Comments: 1.5 hour plan review. Sheet 1 of 1 macvalue.doc + of TRIM sp BUILDING PERMIT APPLICATION �,,,Fo��,P DATE: PLAN CHECK DEPOSIT FEE: Project Address a ssessor's Parcel # Owner's Name Phone # "q Owner's Address Contractor's NamPhone # - Ic#17 Contractor's Address T E.�-2CA C72P;'4 Architect's Nam C &WLV Phone Architect's Address r - 2i ? x Engineer's Name Phone # 001 ic.# Engineer's Address r - CONTACT PERSON Address ` .i�Sj . ,<4Arf' 2 PHONFAX EMAIL , c c� T Business License. # '19 , Expiration Date 1j�1 10H Lot Size (sf.) Building Use Type of Constt_ - Occupancy Groups) Sprinkled Project Square Footage: Building Garage Carport Patio (type) Project Description Total Value of Woi* $ Z 2.f0 Yy t-pe;s , . DV7-—SRM WHERE INDICATED BY A CHECK, SUBMIT 3 SETS (Minimum size of plans *18 x 24" Minimum scale W=1';Maximum size of plans 40" x 36") ❑ Complete Application. ❑ Plot Plan with lot square footage. ❑ Drainage Plan: show lot corner elevations. ❑ Structural Calculations, if applicable (wet -stamped and signed) ❑ Floor Plan, dimensioned. Door &Window Schedule ❑ Framing Plan with sections and elevations ❑ Truss Calculations and layout as applicable (wet -stamped and signed.) ❑ Foundation Plan ❑ Electrical Plan/Load Calculations include 8-KW future for new single dwellings and condos Bldg. Plan Check #_ n�f ❑ Waste, Drain & Vent Isometric ❑ Gas/Water Piping Isometric (dimensioned layout) ❑ Details showing compliance with accessibility. requirements ❑ Site Plan showing parking for persons with disabilities and path of travel to building entrance ❑ Title 24 (Energy) --2 sets/ Lighting Compliance Forms ❑ Manufacture's brochure for HVAC equipment ❑ Mech. Plan / Duct Schematic, equipment location ❑ Fireplace Specifications, if applicable ❑ Planning / Fire / Engineering approval ❑ Health Department approval Planning Case # Signature I BUILDING PERMIT APPLICATION r DATE: PLAN CHECK DEPOSIT FEE: Project Address 0[ [ ssessor's Parcel # Owner's Name Phone # 2qq Owner's Address Contractor's Name Phone #u ( r Ic# Contractor's Address T 2 q Architect's Nam L0,V Phone # ic.# Architect's Address Ll� Z Engineer's Name Phone #-1 [y) GL{OLic.# r, %2 Engineer's Address CONTACT PERSON fA Address J W . `� pd . ��,I_r ZlZ PHONE I W 8 FAX EMAILr Business License. #1 Expiration Date l 31 ?19i'-{ Lot Size (sf.) Building Use Type of Const. Occupancy Group(s) Sprinkled Project Square Footage: Building Garage Carport Patio (type) Project De c 'p on Total Value of Work WHERE INDICATED BY A CHECK, SUBMIT 3 SETS (Minimum size of plans *18 x 24" Minimum scale %"=1';Maximum size of plans 40" x 36') ❑ Complete Application. ❑ Plot Plan with lot square footage. 0 Drainage Plan: show lot corner elevations. ❑ Structural Calculations, if applicable (wet -stamped and signed) ❑ Floor Plan, dimensioned. Door &Window Schedule .❑ Framing Plan with sections and elevations CI Truss Calculations and layout as applicable (wet -stamped and signed.) ❑ Foundation Plan ❑ Electrical Plan/Load Calculations include 8-KW future for new single dwellings and condos Bldg. Plan Check # r ?577 Planning Case # ❑ Waste, Drain & Vent Isometric ❑ Gas/Water Piping Isometric (dimensioned layout) ❑ Details showing compliance with accessibility. requirements ❑ Site Plan showing parking for persons with disabilities and path of travel to building entrance ❑ Title 24 (Energy) —2 sets/ Lighting Compliance Forms ❑ Manufacture's brochure for HVAC equipment ❑ Mech. Plan / Duct Schematic, equipment location ❑ Fireplace Specifications, if applicable ❑ Planning / Fire / Engineering approval ❑ Health Department approval Signature Pool 1201 N. Tustin Avenue Ron Lacher, R. C. E. ! engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL ANALYSIS REPORT FOR SOLAR PANEL ADDITION AT THE CHICOLA RESIDENCE 5 Palomino Rd Palm Springs, CA,92264-8425 s ii SUNBEES GROUPS DBA TRUE PC 451 W Lambert Rd Ste 212 Brea, CA, 92821-3920 1 d L CITY:: DESIGN BASED IN ACCORDANCE WITH: C.B.C. 2013 EDITION, ASCE 7-10, AND 2012 NDS 5/21/2014 3:36 PM\\peanasv2\pool\Projects Solar\2014\0855-14 Commercial\14-0655 SOLAR PANEL CALCS.xlsx Page 1 of 13Wool Engineering, Inc. 2014 ` pgol POOL ENGINEERING INC. By, M.Sacendoncillo -+ f engineering Locabon: Palm Springs, CA,92264-8425 Date: 5/21/2014 Job# 14-0655 TABLE OIL CONTENTS: General Notes 5 Project Data 7 Gravity Loads 9 Lateral Loads 10 Lateral Load Distribution 11 Wind Uplift Anchor Design 12 Summary 13 5/21/2014 3:36 PM1\peanasv2\poo1\Projects Solar\2014\0855-14Commercial\14-0&55 SOLAR PANEL CALCS.xlsx Page 3 of 13@Pool Engineering, lnc. 2014 - pool I engineering �� Inc. POOL ENGINEERING INC. Location: Palm Springs, CA,92264-8425 Job# 14-0855 GENERAL MOTES: By: M.Sacendoncillo Date: 5/21/2014 1) REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE OWNER, ARCHITECT, OR CONTRACTOR TO DETERMINE THE ADEQUACY OF THESE STRUCTURAL CALCULATIONS FOR THE ACTUAL SITE CONDITIONS. 2) THESE STRUCTURAL CALCULATIONSARE NOT INTENDED TO BE APPLICABLE FOR NON STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO ELECTRICAL, WATERPROOFING, OR DRAINAGE. 3) ALL CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING CODE AND/OR THE 2012 INTERNATIONAL BUILDING CODE WITH STATE AND LOCAL AMENDMENTS.WITH STATE AND LOCAL AMENDMENTS. 4) CONTRACTOR OR OWNER SHALL VERIFY AND 15 ULTIMATELY RESPONSIBLE FOR ALL FIELD VERIFIED CONDITIONS AND DIMENSIONS AT THE JOB SITE, 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES, OR OMISSIONS OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5/21/2014 3:36 PM\\peanasv2\poo1\Projects Solar\2014\0855-14 Commercial\14-0855 SOLAR PANEL CALCS.xlsx Page 5 of 13@Pool Engineering, Inc. 2014 ULpool POOL ENGINEERING INC. By: M,Sacendoncillo engineering Location: Palm Springs, CA,92264-8425 Date: 5/21/2014 Job# 14-0855 PROJECT DATA: Prolect Location: 5 Palomino Rd Palm Springs, CA,92264-8425 Existing Residence: Roof Area: 3500 ft= Upper Floor Area: N/A Lower Floor Area: N/A Number of Stories: 1 Site Properties: Latitude: 33.804 Longitude:-116.54 Ss = 1.5672 (g) 0.2s Spectral Response Acceleration S1= 0.7414 (g) 1.0s Spectral Response Acceleration Site Class: D (ASCE 7-10, Section 11.4.2) Fa = 1.00 Site Coefficient (ASCE 7-10, Table 11.4-1) Fy = 1.50 Site Coefficient (ASCE 7-10, Table 11.4-2) Spy = 1,0448 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Spl = 0.7414 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-4) Wind Speed = 110 mph (basic wind speed) Exposure Category: C Product Information: Manufacturer: SUNPOWER Model: SPR-E20/327NE-WWT-D Weight: 2.84 p.s.f. (including mounting system) Installed Area: 456.45 ftz Design Criteria: C. B.C. 2013 ASCE 7-10 Design Methodology: Per the exception in Section 3403.4 of the C.B,C. 2013: "Any existing lateralload-carrying structural element whose demand -capacity ratio with the addition considered is no more than 10 percent greater than its demand -capacity ratio with the addition ignored shall be permitted to remain unaltered" This calculation will verify whether or not the increased loads imposed by the addition, will result in an increase of 10% or less of a demand in the existing structure. If ithe demand increase is within 10%ofthe original demand -capacity ratio, no retrofit shall be required. 5/21/2014 2:36 PM\\peanasv2\poolkProjects Solar\2014\0855-14Commercial\14-0855 SOLAR PANELCALCS.XIsx Page 7 of 13PPool Engineering, Inc. 2014 - pool engineering �� inc. POOL ENGINEERING INC. Location: Palm Springs, CA,92264-8425 Job# 14-0855 GRAVITY LOADS: Roof Dead Load (Existing): 4.0 p.s.L Comp. Shingles 1.5 p.s.f. 1/2" Ply. Sheathing 1.0 P.O. 2x6 Rafters @ 24"o.c 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.5 p.s.f. Misc. 12 p.s.f. Existing Roof Dead Load Typical Floor Dead Load (Existing - If Applicable): 7.5 p.s.f. Max. floor Finish Weight 3.3 p.s.f. 11/8" Subfloor Sheathing 3.4 p.s.f. 2xJoists @ 16" ox. 15.0 p.s.f. 2x Partitions (finished) 4.0 p.s.f. 5/8" Gyp. Board & Ceiling Framing 1.8 p.s.f. Misc. 35 p.s.f. Existing Floor Dead Load Roof Live Load (Existing): 20 p.s.f. (Table 1607.1 of C.B.C. 2013) Floor Live. Load (Existing - If Applicable): 40 p.s.f. (Table 1607.1 of C.B.C. 2013) Roof Dead Load iProposed)- 2.8 p.s.f. SUNPDWER 5PR-E20/327NE-WHT-D solar panels and mounting system 12 p.s.f. Existing Roof Dead Load 14.8 p.s.f. Proposed Roof Dead Load Roof Live Load wZ Solar Panels (Proposed); 0 p.s.f. (Panels cannot support live loads) Total Roof Loads: Total Existing Roof Load = (DLroof LLroof) Arear, f = 112000lb. By: M.Secendoncillo Date: 5121/2014 Total Proposed Roof Load = (DI -proposed +LLProPosed) Areapropmed + (DLroof+ LLroof) (Arearoof- Areaproposed) = 104165 lb. Demand Increase = [(Proposed Roof Load- Extg. Roof Load)/Extg. Roof Load]x100 - -7.52% Results: NET DECREASE 1N GRAVITY LOADS ==> OK 5/21/2014 3.36 PM\\peanasv2\pool\Pr0jects Solar\2014\M55-14 Commercial\140855 SOLAR PANEL CALCS.xisx Page 9 of 13OPool Engineering, Inc. 2014 i — p001 engineering inc. Seismic Desism Parameters: POOP_ ENGINEERING INC. Location: Palm Springs, CA,92264-8425 Job# 14-0855 LATERAL LOADS (Seismic): I. = 1 Risk Category Seismic Importance Factor R= 6.5 Response Modification Factor p= 1 Redundancy Factor SDs = 1.045 Short Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) SD1 = 0.741 is Period Design Spectral Acceleration Parameter (ASCE 7-10, Eqn. 11.4-3) Site Class: D (ASCE 7-10, Section 11.4.2) Risk Cat.: I I (ASCE 7-10, Table 1.5-1) SDC = D Selsmic Design Category (ASCE 7-10, Tables 11.6-1 and 11.6-2) Base Shear G4vernine Equations: T= G (hn)x Approximate Fundamental Period (ASCE 7-10, Eqn. 12.8-7) where: Ct = 0.02 x= 0,75 - hn= 18.5 (ft.) Height to Highest Level T= 0.178 (s) TL= 8.ao (s) Long -Period Transition Period (ASCE 7-10, Fig.22-16) Cs = (SIDS I j/R Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-2) = 0.161 Cs max = (SD5 le)/(T R) Maximum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-3) 0.901 (Cs min}i = 0,010 Minimum Seismic Response Coefficient (ASCE 7-10, Egn.12.8-5) (Cs min)2 = 0.044 I SDS Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 - supplement 2) 0.033 (Cs min)3 = (0.5 51 le)/R Minimum Seismic Response Coefficient (ASCE 7-10, Eqn. 12.8-5 -supplement 2) 0.057 Cs = 0.160734 Seismic Base Shear (ASCE 7-10, Section 12.8-1.1) See next sheet for Lateral Load Distribution Tables By: M.Sacendoncillo Date: 5121/2014 5/21/2014 3:36 PM\\peanasv2\poal\Projects Solar\2014\0855-14 Commercial\14-0855 SOLAR PANEL CALCS.xlsx Page 10 of 13@Pool Engineering, Inc. 2014 - -pool POOL ENGINEERING INC. By: M.Sacendoncillo engineering Location: Palm Springs, CA,92264-8425 Date: 5/21/2014 it7C. .lob# 14-0855 LATERAL LOAD DISTRIBUTION: Base Shear Calculations: k = 1 Structural Period Exponent (ASCE 7-10, Section 12.8.3) EXISTING STRUCTURE Level Story Height (ft1 hx (ft) Story Area (ft') Story Seismic Mass (Psf) Wx (k) k Wx hx k Wx h x FI (K) Vi (K) C k GWI hl Roof 16 16 3500.0 12.0 42 672 1.00 6.75 6.75 Upper I 0 0 N/A N/A N/A 0 0.00 0.00 0.00 lower 1 0 a 0 1 N/A N/A I N/A 0 1 0.00 1 0.00 0.00 Exlsting Base Shear -1 6.75 PROPOSED STRUCTURE Level Story Height hx (ft) Story Area Story Seismic Panel Area z Panel Seismic Mass Wx (k) k Wx hx Wx hxk FI (K) V, (K) (ft) (ft) Mass (P5fl (ft) (psf) k JWI h, Roof 16 16 3500.0 12.0 456.5 2.8 43.3 692.71 1.00 6.96 6.96 Upper 0 0 N/A N/A N/A N/A N/A 0 0.00 1 0.00 0.00 Lower 0 0 N/A N/A N/A N/A N/A 0 0.00 1 0.00 0.00 Proposed Base Shear =1 6.96 Demand Increase = [(Proposed Base Shear - Extg. Base Shear)/Extg. Base Shear]x100 3.09% Results: INCREASE LESS THAN 10% ==> OK 5/21/2014 3:36 PM\�peanasv2\pooljProjects Solar\2014\0855-14 Commercial\14-0855 SOLAR PANEL CALC5.xlsx Page 11 of 13015ool Engineering, Inc. 2014 �— pawl POOL ENGINEERING INC. By: M.Sacendoncillo engineering Location: Palm Springs, CA,92264-8425 Date: 5/21/2014 inc. Job# 14-0856 WIND UPLIFT ANCHOR DESIGN: Simolified Procedure for Comoonents and Claddine: {Sec. 30.5. ASCE 7-1 V= 110 mph (basic wind speed) Exp. Cat. = C exposure category (Section 26.7, ASCE 7-10) A = 1.21 Adjustment Factor for Building Height (Figure 30.5-1, ASCE 7-10) K, = 1 Topographic Factor (Section 26.8.2, ASCE 7-10) Zone = 2 Roof 9 = 22.7 deg Area = 456.5 sq.ft. PnetM = 31.9 p.s.f Net Wind Design Pressure, Eqn. 6-2, ASCE 7-10 pnet = AKztPnet30 = (1.21)(1)(31.9 p.s.f.) = 38.599 p.s.f. (Pnet)derrgn = 38.6 p.s.f. Design Wind Uplift Pressure on Components and Cladding (16 p.s.f. min. per Sec. 30.2.2, ASCE 7-10) Connection to Existinit Roof Framins: FS= 1 Atr16 = 10.2 sq.ft. D= 2.8 p.s.f. W= 38.6 p.s.f. Pbe = FS*A„;a•(0.6D-0.6W) (additional factor of saftey applied to withdrawal force) (panel area tributary to each lag screw) (panel dead load) (design wind pressure) = (1)(10.2 sq.ft.)((0.6)(2.8 p.s.f.)-(0,6)(38.6p.s.f.)j = 219.61b. (withdrawal force applied to each lag screw) DIAi,e 5/16 in. (lag screw diameter) Dpen = 2.50 in. (lag screw penetration Into existing framing member) W = 266 lb./in. (lag screw reference withdrawal design value - NDS Table 11.2A, G=0.50) Co = 1.6 (load duration factor, 2012 NDS) Ct = 0.7 W' = C,*Ct" W = (1.6)(0.7)(266Ib./In.) = 297.92 lb./In. (adjusted withdrawal value) P,ib,,, = Dpe„*W' = (2.5 in.)(297.92 Ib./in) = 744.8 lb. Results: DEMAND = 219.6 lbs. K CAPACITY = 744.8 Ibs. ==> 4K 5/21/2014 3:36 PM\\peanasv2\poo1\Projects Solar\2014\0855-14 Commercial\14-0855 SOLAR PANEL CALCS.xisx Page 12 of 13OPooi Engineering, Inc. 2014 pool POOL ENGINEERING INC. By; M.Sacendoncillo englneering Location: Palm Springs, CA,92264-8425 Date: 5121/2014 Job# 14-0855 SUMMARY: GRAVITY LOADS: DECREASED BY -7.53% ==> OKC LATERAL LOADS: INCREASED BY 3.09% < 10% ==> OK WIND UPLIFT: DEMAND = 219.5 Ibs. < CAPACITY = 744.8 Ibs. ==> OK USE 5/161n. DIAMETER LAG SCREWS @ 481n. D.C. W/ 2.51n. PENETRATION INTO EXISTING FRAMING MEMBER, TYP. 5/21/2014 3:36 PM\\peanasv2lpool�Projecks Solar\2014\0655-14 Commercia1\14-0855 SOLAR PANEL CALCS.xlsx Page 13 of 13®Pool Engineering, Inc. 2014 Z IZO26 VJ 'V3a9 26 0 '9 d4 Wy 79ZZ6 VO '9NR1A W d O ZIZ# '0?J idlgwV1 'M V.LtlQ 1J3f07id Olb'`tld.Ya omai e Q ONIWOIvd o A ,,t`X3GM 133HS a v � O S \r V�OOIHJ SVIO`S3,LON'IVN3N3D W31SAS Ad (J0) ewnis a3M� anal �%�ir� 3SnOH AIIWVd 3l0 j 9.1t1.133X5 q x E w°3 omt �a 7� u0-Wo V Oazo"E� "aamWQzUa Q z 0 o� F z p W av vi'.4 a za �'� awo a�[�oao3zp z� a -pro o� F ooF om�3 E�Vawt~ga ci-�� xFz O F o'tz-- v 020mm F .a Fx- ==5OFV{c{ss, paO L Aa r.8K zNW8O C'a a>. F< O (R acg �jO'0.7 W z v W Umwa' UCw .7 WyWSy ww� FUW< z— qV O O O O [y F o. QU^��OO¢Q�Z"C'[6��a7, oOOxaUcWHOzro/]+� ��aAwF�w" �v>A�w�i�ZqF�FVAAA �wW`•�1.W��qz]mF."7 si <wax7 (.yr'i7, m0a zmp�O�yaav, °�v�wx�4,.�wm].Fw vov �a Qz�wL°1"�^`On awxaA¢W ��qFOp�q HVv, U0.["'AyE'Gaw°�>q4'•"��Ow¢F°C°w�CZ7� g�>wg.QwiwVaC, owmwa<p° .?a F iwm F. qopwamqa� aFzim ¢a°oU Ao -w"<z > ° F RoOa ¢Ow 709 qZ8 pOm0 Op O>QFNz p , m a oy zA o��Ag H z aF`�m mz ¢ A ¢ u�ao wm z"qg a3°,,° ¢o�PHLnQx z U¢qO 00LO a0°a Az a ¢o Uo w (D> IS ^F7a7o zz mr0Q a Q P-ROa - OmgA. 0�Um va a z>4q u, u zoW�dWp9 4GGlm .a?V, QE t� i' e C Wo c 43 W n r z_ a C� H O O 0. 7 Y ?• � _ az �� F I c1( ----A -=:c r in Z� > �.. k A- 3 . H a r-" D te~ >I -I -T W O ZO � � dGN�4F FB�II 9w �°a�5wgqdw55��g 4 ww�0O00aC) E pOrO,.�O��O�? 0 C7aC7�rUyVUU�A� O M hO0� w l 0 cl Q 0 Q u�u"�"�v�v�� W A M M M M M M O o 0 0 0 0 0 U N N N N N N O w� d A "a �z w w�� www w a M o a y�0.140 � o¢�Ao o o o y. '4a0A � 0 az¢z< W oGq�dW �y�w�w �w�W�W icy a w w N M N M 'T v� Q d¢www w v� O z INZ6 V7 'V3aB ZIZ# 'Oa 1a38WVl 'M IS7 79ZZ6 VO 'ONINdS WIVd O21 ONIWOIVd S 79326 VD 'DNRldS W-Wcl @i ONIWOIVd S N �s3 a N0111ONOJ W31SAS Ad (�O) M� S'9 a LL '�L W O a v -1 0 S mmmod anad.L V.�OOIHJ SVIOHOIN ailsONUSIxH 3ShOH kIIWVJ 3I0NIS �tl3NM0 �31111 133NS 3 $ z . 0 o z O o ON ONIHOIVd z }o PL PL PL PL a¢ a II a a�a ooz O wwx z � a zU)m� Ga r a �- WU) a Q 00 0 M m a aoo 0� Ir 0 00Z 0 N C U N v v ' (E) SLOPE a' o i^ A J a 0 7d 'Id "Id 'Id -Id �.'ad -Id 7d DEEP WELL RD w - -------- - U— — $ O fig - ------_- -�$L In — — — o x „0-,£ r c 0 I � m _ U z f^G —! W I m } a � N v N C? C m W J o ��b�wmmmdw y N F w d a W F x 0 � a 6 01!21 -�s 0 Q W 0 �y �j Q ti °O 30o a� 00 O N O d z p z IM6 VO 'V389 ZIZ# 'O2! 12l3BWVI 'M ISfi 792Z6 VO 'ONIJdS WIVd pa ONIWOIVd S 79ZZ6 VO 'ONRldS Wltld CIH ONIWOIVd S a S S2 4 `' J E 1flO.Ctl'1 73Ntld 1iV'IOS Ntllddo8 0 W31SAS Ad (JO) MN S'8 a o a v 7 o s Vl031HO SVIOHOIN Fi id3M®d 3fll11 3Sf10H AIIWVd 310NIS y a b dWV1S tl3N/A0 :31111 133HS 0 z w J �m oS 2 owl wo t5 I >> W 3 t o i vx w 8 x Y zN �M vww, w } 0 No ° O W u6 M ymy m ° II ° d Z Z i s U 3 �� zzw Wz o a Ny�j wo a N Q a W N g N n CL Nay Qa �p DN �W ZZ X N (n vN �— N K W ° L2 _ a F a o a w°�n w m z z �a o^ P°° w ti(=' w E~' a a 5�a z .� .a ¢ Sa ° 3.1 a rowzN y a U� wu y �7+ of �w �w aL) o Z Q W O is W �O O v1 F5 0 failcQiaw w9 ° U to�v m <O x o o e N a G w a - N �� 5 F °QQ a d H2 Z°��' x u,� a b o ° CO , aUt,azZ`y° O R. z 88 U o Q� mg � 8 ow j22 1 �o 0. m O rFa UO uU Hsu R $ o wFOxFaZ`pWgF,oww�]n xwtwZ F r-WO�F Ux aZU o .a ° aOFzOo,o9a 007z pm° uW OOZ z° O OR "y U¢ z zO�U. 0 o H.Q°av> �4'�U g ° °U Up H if, Owow6 � �3°°Eyoo xN 0oF 0 1p _. o oaa�° > FU° R s �0.p�NiFBzo.U- a N �5acc77 .a-1 cWy C8 o�,Qa apsp c� CC w� �a] r-OU O 0 IZBZ6 V7 'V3aB ZIZ* 'Oa I?JaW l A ISO '79ZZ6 VO ''.N11adS WIVd Oa ONIWO?Vd 6 79ZZ6 VO '9NIadS WIVd aN ONIWOIVd S � ? p V1001HO SV10H01N Ymoviaamnot s W31SAS nd (00) MN TO a v o s �duvu asmoo d antf.L 3SOOH 11IIWVd 3lONIS g � aawxo Diu iaaHs 6 d HP i3L o� �R all 1 hm ZO mm n A 2 o G G n� 11 1 ♦ m A � gig Ygggg � z_ 4 3 g� - g _zZ w y1 $gg Im $ o 6 P� �7 YSe�" IOf on RIP �C$SEyU<� X p p Z SSjjjjj �3$x�xi3ry �x AIgYA E<C i1w: Sa EcS �Gis § i i�i �E nt 3 m2 1 3 m .. Z O Y IZBZ6 V0 'V389 ZIZ# '021 12130WV1 'M IS7 792Z6 V0 'ONRldS WIVd (18 ONMOIVd S VIOJIHJ S'dIOH:)IN S3LONONIDlIidM 79ZZ6 VO 'ON WS WIVd Od ONIWOIVd 9 W31SAS Ad (04) M)4 9'8 � R z �+ N n q a v I o s :dw91S aann�d 3f1a1 3Sf10H ),lIWV3 319NIS tl3NM0 :31111 133H5 �* � C 190 11 R HIM � �Ht� Sol aV F S o e o DC P AC g o o � 3 x � AC DC = a6 p5 3 Q� o sr,. HIP Cj £m+ �12 oaEm$ mi E 3;9�,ow m11ga c y U �u z Bm ayp�r m' �al fn-C �'� � m a Z',O �imc3 n U 72$i £� nw� C v z a+v m Ea �g rn Al m E J 9d n ci� m A z EM aE�i�� ti N`7 S �' 5�E > - a = yc� I EE E S� c 'y° F° a 3 ci ° 8 -P 8 m t c ffi m c� � C d p oZ 3 u� c u E S z � $. c Io ,E� v j E z L`' 3 f a d a .Q as _w c c07i o m y� .Q F c. Ord ttppyypcq� a ��cCic p$ �> C .`^. f �dla ro m s= ioi > Ei$ �o = 3 C p o s 9j IV 9 CI 'L IC � G i x .; 3; E ry E ni u ri a z � � v a uj a ro u d v)