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PMT16-02180
gutty os}Manffree Permit No.: IPW`7S4021180 29714 HAUN RD. Type: Residential Electrical �CCELA? MENIFEE,CA 92586 MENIFEE Date Issued: 07/20/2016 P [EFNA� T Site Address: 29176 CELESTIAL DR, MENIFEE, CA Parcel Plumber: 340-340-018 92584 Construction Cost: $35,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR SYSTEM,26 PANELS, 1 INVERTER,6.63 kW Work: Owner Contractor JUDY BETTS PACIFIC SUN TECHNOLOGIES INC 29176 CELESTIAL DRIVE 42045 REMINGTON AVE MENIFEE, CA 92584 TEMECULA,CA 92590 Applicant Phone:9513081800 MANNY MANZANO License Number:896158 PACIFIC SUN TECHNOLOGIES INC 42045 REMINGTON AVE TEMECULA, CA 92590 Phone: 9519036733 Fee Description Otv Amount W Building Permit Issuance 1 27.00 GREEN FEE 1 2.00 General Plan Maintenance Fee-Electrical 1 12.60 $456.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AA_Bldg_Perrrit Template.rpt Page 1 of 1 CITY OF MENIFEE LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects I hereby affirm under penalty of perjury that 1 am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law). Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractors State License Law for Professions Code and my license is in full force and effect. the following reason: License Class C=y'b License No. 89("I By my signature below I acknowledge that,except for my personal residence Expires S o Signature in which 1 must have resided for at least one year prior to completion of improvements covered by this permit.I cannot legally sell a structure that 1 WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by o I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when compensation,issued by the Director of Industrial Relations as provided for this application Is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which this permit is issued. www.le info.m. ov calaw.html. Policy p Date Ahave and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which D By my signature below I certify to each of the following:I am the property this permit Is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: application and the information I have provided is correct.I agree to comply Carrier 8TVk with all applicable city and county ordinances and state laws relating to �a��ff CC77 building construction.l authorize representatives of this city or county to Policy# aLJ 4k—\ 1 J Expires �) enter the above identified property for inspection purposes �.,� (This section need not to be completed is the permit is for one-hundred pate dollars($lOD)or less PROPERTY OWNER OR AUTHORIZED AGENT o I certify that in the performance of the work for which this permit is issued, I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE g workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the workers compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions. , I Will the applicant or future building occupant handle hazardous material or Applicant Date 6 mixture containing a hazardous material equal to or greater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS o Yes 'jq'No UNLAWFUL,AND SHALL SUBIECTAN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN 3 occupant require a permit for the construction or modification from South ADDITION 7 Coast Air Quality Management District(SCAQMD)?See permitting checklist IN SECTION 706 0E THE LABOR CODE,INTEREST,AND ATTORNEYS FEES COST COMPENSATION,DAMAGES AS PROVIDED FOR forgutdelines CONSTRUCTION LENDING AGENCY o Yes '�F(No I hereby affirm that under the penalty of perjury there is a construction WIII the proposed building or modified facility be within 1000 feet of the lending agency for the performance of the work which this permit is issued outer boundary of a school? (Section 3097 Civil Code) o Yes r2mo OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed next to the applicable Item(s)(Section 7031.5 hazardous material reporting. Business and Professions Code).Any city or county that requires a permit to -66s o No Date i�_,.p �L➢ ` construct,alter,improve,demolish or repair any structure,prior to its C K'GPROPERTY OWNER OR AUTHORIZED AGENT issuance,also requires the applicant for the permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING(RRP) License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978 and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be RRP-certified firms and comply with an Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property than($500). managers who do the paint-disturbing work themselves or through their ❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.eoa.aov/lead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-80D-424-LEAD(5323). Code;The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees'or personal effort,builds or improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project because: 01,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. EsGil Corporation In(Partnership with Government for Buil6ing Safety DATE: 07/15/16 �❑ �APPLICANT Od—J -URIS. JURISDICTION: City of Menifee ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: PMT16-02180 SET: I PROJECT ADDRESS: 29176 Celestial Dr. PROJECT NAME: JUDY BETTS 5,000 Watts Solar Photovoltaic System. ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® Esgil Corporation staff did not advise the applicant that the plan check has been completed. ❑ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:r— Telephone #: Date contacted: (b�k Fax #: Mail Telephone Fax In Person E-mail: ❑ REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ PC 07/13 9320 Chesapeake Drive, Suite 208 ♦ San Diego,Califomia 92123 ♦ (858)560-1468 ♦ Fax(858)560-1576 City of Menifee PMT16-02180 07/15/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Menifee PLAN CHECK NO.: PMT16-02180 PREPARED BY: Sergio Azuela DATE: 07/15/16 BUILDING ADDRESS: 29176 Celestial Dr. BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code EEI;l Input Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑❑Repetitive Fee Other , _ Repeats Hourly Hrs. @ / ESGII Fee $105.00 $157.50 V Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of 1 macvalue.doc+ sunGEVITY" GENERATE POSITIVE City of Menifee Building & Safety Dept. JUL 12 2016 Received Structural Calculations for the Solar Panel Addition at The Betts Residence 29176 Celestial Drive, Menifee, CA 92584 I w CS 3 � . CIVIC- ?r July 7, 2016 Date Signed 66 Franklin Street, Suite 310 P 510.496.5500 866.SUN.4ALL Oakland, CA 94607 USA f 510.496.5501 www.sungevity.com S U n G E V I T Y" Client: Betts Sheet No. sunyeviry#. 2671508 r9 GENERATE POSITIVE Date: 7/7/2016 1 GRAVITY LOADS Roof Angle = 30 degrees Concrete Tiles 10 Plywood 2 2x4 Nominal Rafters @ 24 in D.C. 0.73 O Vaulted Ceiling 0 � Misc. 1.27 Total Dead Load Total Adjusted Dead Load (psf) = 16.16 Total Live Load (psf) = 20 (RwfiNm loadisnolrequiredinareaswmredbyPVamy) Photovoltaic System (pso 2.8 2.8 2.8 Standoff Trib Width in X-direction (ft) 2 4 6 a Standoff Trib Width in Y-direction (ft) 2.7 2.7 2.7 Standoff Tributary Area(ft ) 5.4 10.8 16.2 Point Load of Standoff(Ibs) = 16 31 46 Stucco(7/8") 10 to 2x4 Studs @ 16"C.C. 1.09 5/8" Plywood 2 3: Insulation 1 X Gypsum Board 2.5 w Misc. 0.41 Total Dead Load (psf) = 17 Gypsum Board 2.5 c') 2x4 Studs @ 16"D.C. 1.09 Insulation 1 Gypsum Board 2.5 Z_ Misc. 0.91 Total Dead Load (psf) = 8 Client Betts Sheet No. S U n G E V I T Y' Sungevity#: 2671508 GENERATE POSITIVE Date: 7/7/2016 2 WIND CALCULATIONS PerASCE7-10 Components and Cladding Design Input: Risk Category= II Wind Speed,V= 110 mph Figure 26.54A Exposure Category= C Section 26.7.3 Roof Slope= 30 degrees Mean Roof Height= 15 ft Building Least Width = 56 ft Effective Wind Area = 17.5 ft2 (Area of one 64.57"x 39.06"module) Velocity Pressure: qh = 0.00256 K�Kn Kd V2 Kz= 0.85 Table 30.3-1 Kn= 1.0 Section 26.8.2 Kd = 0.85 Table 26.6-1 V= 110 mph See above qh-nominal= 22.38 psf Nominal(unfactored) uplift gh-design = 13.43 psf Design (factored) uplift based on allowable stress design basic load combination#5=D+0.6W Load at Standoffs: uplift Uplift Uplift IDownward Zone 1 Zone 2 Zone 3 Zones 1-3 GCP= -1 -1.2 -1.2 0.9 Figure 30.4-2B Wind Pressure p =ghdeeign'(GCp), (psf)= -13.43 -16.11 -16.11 12.09 Standoff Spacing in X-direction (ft) = 6 6 6 6 Standoff Spacing in Y-direction (ft) = 2.7 2.7 2.7 2.7 Tributary Area (ft)= 16.2 16.2 16.2 16.2 Load at Standoffs (Ibs)= -218 -262 -262 1 196 Maximum Standoff Uplift= -262 Ibs Mount Type= QMSFT Standoff Uplift Capacity= 3031 Ibs Per ESR-3744, Table 2 D/C= 0.086 Standoff Okay Fastener Capacity Check: Fastener= 5/16"diameter lag screw Number of Fasteners = 2 Min. Embedment Depth = 1.5 in Wood Species = Douglas Fir Larch Specific Gravity, G = 0.5 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 266 Ibs/in Per 2012 NDS Table 11.2A Load Duration Factor, CD= 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity= 1276 Ibs .D/C= 0.21 Fasteners Okay aiem: Betts Sheet No. Z S U n G E V I TY' Sungevity#: 2671508 GENERATE POSITIVE Date: 7/7/2016 3 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight(psf) Area (ft2) 1 Weight(Ibs) Roof DL 16.16 3718 60,100 z Ceiling DL 6 3718 22,308 y Exterior Walls 17 976 16,592 Assuming 8-0^Wall Height w Interior Walls 8 976 7,808 Assuming&-0"Wall Height Total Existing Weight of Building = 106,808 Weight of PV System Weight ps Area (ft) Weight Ibs y PV 2.8 455 1,274 Fit- Total Weight of PV System = 1,274 Comparison Check 10% of Existing Weight of Building (Allowed)= 10,680 Ibs Total Weight of PV System (Actual) = 1,274 Ibs % Increase= 1.2 % Seismic Upgrade is Not Necessary Level,Roof 1 Array 1 RT a F 0 R T E c 1 p eceE(s)2 xO4 Douglas Fr-Larch No.2@ 24"OC PASSED Overall Sloped Length:28'4 3/8" 1 ? 1 I 12 ; 6.93 " 2, LI 4'6" 4'9" - 6'6" 1 2 3 4 5 All locations are measured from the outside face of left support(or left Cantilever end).AII dimensions are horizontal. Design Results Actual 0location Allowed Result LDF lead:Combination(Pattern) System:Roof Member Reason(Ibs) 466 @ 17'9" 2577(3.50") Passed(18%) -- 1.0 D+1.0 Lr(Adj Spans) Member type:Joist Shear(Ibs) 247 @ 18'1 3/4" 788 Passed(31%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) -296 @ 171911 495 Passed(60%) 1.25 1.0 D+1.0 Lr(Adj Spans) Building Cade:IBC Live Load Defl.(in) 0.224 @ 2W 1011/16" 0.373 Passed(1./399) _ 1.0 D+0.75 W+0.75 L+0.75 Lr Design Methodology:A5D Ad'Spans) Member Pitch:6.93112 Total Load Deli.(in) 0.291 @ 21'1 1/8" 0.497 Passed(1-/307) _ 1.0 D+0.75 W+0.75 L+0.75 Lr (Ach Spans) • Deflection criteria:LL(L/240)and T.(L/180). •Overhang deflection crieda:LL(21J240)and TL(21.1180). • Baring(W):All compression edges(top and bottom)must be braced at 16'3 i/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •A 15%Increase in the moment opacity has been added to account for repetitive member usage. •-382 Ibs uplift at support IV 3".Slapping or other restraint may be required. •Applicable calculations are based on Nos. Beating Length loads to Supports(lbs) Supports Total Available Required Dead R0000ff Wind Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 148 184 it/-16 343/-16 Blacking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 127 185 85/-64 397/-64 None 3-Beveled Plate-SPF 3.50" 3.50" 1.50" 299 7/-31 -562 306/-593 None 4-Beveled Plate-SPF 3.50" 3.50" 1.50" 317 149 161-369 482/-369 None 5-Beveled Plate-SPF 3.50" 3.50" 1.50" 82 120 301-3 232/-3 Blocking Blacking Panels are assumed to carry no leads applied directly above then and the full load is applied be the member being designed. Dead Roof Live Wind Loads Location Spacing (0.90) (.snow:1.25) (1.60) Comments 1-Uniform(PSF) 0 to 24'5" 24" 14.0 - - Roof 2-Uniform(PSF) 0 to 8'10" 24" - 20.0 - Roof 3-Uniform(PSF) 18'3"to 24'S' 24" - 20.0 - Roof 4-Paint Qb) 10, WA 46 - -218 5-Paint Qb) IT 5" N/A 46 - -218 6-Point(1b) 14'8" WA 46 - -218 7-Paint Qb) 1T 1" N/A 46 - -218 Weyerhaeuser Notes (ty)5USTAIWLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to cument Weyerhaeuser literature for Installation details. (www.wmdbywy.mm)Accessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this sofMere is net intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or former is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/tar tested in accordance with applicable ASTM standards. For cunent code evaluation reports refer to http://www.woodbywy.cam/services/s_CodeReporls.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/7/2016 9:19:02 AM Jamie Yu Forte v5.0,Design Engine:V6.4.0.40 Sungeviry (510)4964492 )yu@sungevity.mm Page 1 of 1 � � ® 6 f6 '9P fE=' MEMBER REPORT Level,Roof Array PASSED e Lam, 1 piece(s) 2 x 4 Douglas Fir-Larch No. 2 @ 24"OC Overall Sloped Length: 28' 4 3/8" 1 T 7 p o 12 6.93 2' 4'6" 4'9" 6'6" 6'8" 1 2 3 4 5 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual 6 Location Allowed Rewn WIF Load:Combination(Pattern) system:Roof Member Reaction(Ibs) 450 @ 17'9" 2577(3.50") Passed(17%) -- 1.0 D+1.0 Lr(Adj Spans) Member Type:.Joist Shear(Ibs) 219 @ 18'1 3/4" 788 Passed(28%) 1.25 1.0 D+1.0 Lr(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -283 @ 17 9" 495 Passed(57%) 1.25 1.0 D+1.0 Lr(Adj Spans) Building Code:IBC Live Load Defl.(in) -0.213 @ 13'3" 0.375 Passed(L/423) — 1.0 D+1.0 W(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.268 @ 21'1 5/8" 0.497 Passed(L/334) - 1.0 D+0.75 W+0.75 L+0.75 Lr Member Pitch:6.93112 Spam) • Deflection criteria:U.CL/240)and TL •overhang defection criteria:U.(2U240)and TL(2L/180). •Bracing(W):All compression edges(tap and bottom)must be braced at 1T 1 314"o/c unless detailed otherwise.Proper attachment and pos6onirg of lateral bracing is required to achieve member stability. •A 15%increase in the moment opacity has been added to account for repetitive member usage. •-332 Has uplift at support 11'3".Strapping or other restraint may be required. •-248 Ills uplift at support 17'9".Strapping or other restraint may be required. • Applicable calculations are based on NDS. laeiein9 length LoStls to suppwls(18s) Supports Total Available Required Dead � Wind Total Accessories 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 149 183 4/-14 336/-14 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50, 120 202 75/-21 397/-21 Now 3-Beveled Plate-SPF 3.50" 3.50" 1.50" 286 331-15 -503 319/-518 Now 4-Beveled Plate-SPF 3.50" 3.50" 1.50" 335 115 -449 450/449 Nam 5-Beveled Plate-SPF 330" 3.50" 1.50, 63 118 27/9 228/-4 Blocking "Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Dead Roof Uve Wind Loads Location spacing (0.90) (nwsrovr.v.z.7 (1.60) Comments 1-Uniform(PSF) 0 to 24'5" 24" 14.0 - Roof 2-Uniform(PSF) 010,919. 24" - 20.0 Roof 3-Uniform(PSF) 19,1"to 24,5" 24" - 20.0 Roof 4-Point Ila) 10'10" N/A 46 -218 6-Point(lb) 13'3" N/A 46 -218 6-Point(Ib) 15'7" N/A 46 -218 7-Point(lb) 17'11" N/A 46 -218' Weyerhaeuser Notes (!�SUSTAINABLE FORESTRY INITIATNE Weyerhaeuser warrants that the stung of Its products Will be in accordance with Weyerhaeuser product design aiteria and published design values, l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for Installation details. (www.woodbywy.com)Accessories(Rim Board,Blacking Panels and squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the reed for a design professlonal as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the cyaall project Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/serAces/s_OodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software operator Job Notes 717/2016 9:19:25 AM Jamie Y. Forte v5.0,Design Engine:V6.4.0.40 sungevity ForteAte (510)49GA492 )yu@sungevilysom Page 1 of 1 sunGEVITY' GENERATE POSITIVE July 7, 2016 City of Menitee Building &8aiety Dept. Subject: Structural Certification for Installation of Solar Panels 2Q�6 Job#: 2671508 JUL 12 Client: Betts Address: 29176 Celestial Drive, Menifee, CA 92584 Ry E)Ceived To Whom It May Concern, A field observation and design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of flat concrete tiles over plywood sheathing that is supported by 2x4 roof trusses spaced at 24" on center. The top chords of the trusses are sloped at approximately 30 degrees and have a maximum projected horizontal span of 6'-6" between truss web members. I0p, Utilizing the information determined from the field observation, the attached structural calculations have been prepared for the subject property in accordance with the following design criteria: • Applicable Codes: 2013 CBC, ASCE 7-10 and 2012 NDS • Basic Wind Speed = 110 mph • Exposure Category= C As a result of the completed field observation and design check, I certify that the capacity of the existing roof structure that directly supports the additional loading due to the installation of solar panel supports and modules has been reviewed and determined to meet or exceed the requirements of the 2013 California Building Code. Please feel free to contact me at(510) 496-4492 with any further questions or concerns regarding this project. %;;F.SSIOAA� \ Sincerely, A v� co $ Cr Jamie Yu, PE OF li 66 Franklin Street,Suite 310 p 510.496.5500 866.SUN.4ALL Oakland,CA 94607 USA f 510.496.5501 www.sungevity.com 4 3 2 I SHEET INDEX 1 I W- A R AND SITE PLAN TES PHOTOVOLTAIC SYSTEM ERAAYOUT I I AY LAYOUT DIAGRAM SYSTEM SIZE: AC I DC kW STC: 5.821 kW\6.63kW 1 I LS CTORY A I EQUIPMENT: I — KEY: 0 PROPERTY LINE f 1 A pV MODULES: (26)Trina Solar TSM-255 PD05.05 I _.-.— CONDUIT RUN 0 INVERTER �/ 1 ABB PVI-5000-OUTD-US-A ❑ ❑ ❑ I DRIVEWAY 0 DC DISCO PANEL INVERTER(S): ( ) 1 �.— FENCE O DC DISCONNEC ROOF MOUNTED I CONDUIT RUN FIRE CLEARANCE ❑ AC DISCONNEC (TYp). City of Menifee STRUCTURAL ®[ge)JUNCTION sox SCOPE_ O_F WORK: Building & Safety Dept. UPGRADES SOLAR MODULE MONITORING X NI - - - 1 I COMBINER BOX INSTALLATION OF A SAFE AND CODE-COMPLIANT - - - -'-'-'- ! I JUL 12 2016 Q MAIN SERVICE PANEL 0 GRID-TIED SOLAR PV SYSTEM ON AN EXISTING ROOF ❑ UTILITY METER ❑ RESIDENTIAL ROOF TOP. O PV❑ I � OBSTRUCTION ❑ I METER I } I o 9 F v d APPLICABLE CODES: NOTES: 1 �E"`�''',a THE MOUNTING LOCATION OF INVERTER SHOULD NOT 2013 CEC (BASED ON 2011 NEC) BE EXPOSED TO DIRECT SOLAR IRRADIATION. DIRECT O ! NO DIRECT SUNLIGHT WILL 2013 CBC SOLAR IRRADIATION CAN INCREASE THE OPERATING i REACH THE INVERTER 2013 CRC TEMPERATURE OF THE INVERTER.AS A RESULT,THE INVERTER REDUCES ITS POWER OUTPUT IN ORDER TO I WITH 2013 CPC I 0 I LOCATION OF(N)INVERTER 2O13 CIVIC REMAIN WITHIN OPERATING LIMITS. 1 INTEGRATED DC DISCONNECT&LOCUS 2013 CFC � A O i MONITORING UNIT INSIDE GARAGE LOCAL AMENDMENTS TO CA I, -KEEP ARRAY 36" FROM RIDGE AND PROVIDE REQUIRED O ° _ PATHWAY(S)FROM EAVE TO RIDGE IN ACCORDANCE O o z I LOCATION OF (N) NON-FUSIBLE CONTRACTOR INFORMATION: �_ WITH 2O13 CALIFORNIA FIRE CODE. I -^ AC DISCONNECT NEXT TO AND EMPIRE to INVERTERPACIFIC SUN IN B 110MPH BASIC WIND SPEED ,WIND EXPOSURE y 42045 REMINGTCN AVE.D CATEGORY C I a CONDUIT RUN TEMECULA, CA 32530 < INSIDE GARAGE. I JURISDICTIONAL INFORMATION; a I MENIFEE,CITY OF 29714 HAUN RD. a MENIFEE, CA 92586 g NOTES TO INSTALLER: I I 1 I � I FORINSTALLER USE ONLY Q> POST INSTALL SUNEYES REQUIRED? LU L9G8#O') 1 CERTIFY THAT NO CHANGES HAVE C I �� V3A37S BEEN MADE TO THE ARRAY LAYOUT: A I 0 I w >v `S. CUSTOMER INFORMATION: cT ' cn JUDY BETTS C _ _ __ _ _ o � 29176 CELESTIAL DRIVE MENIFEE, CA92584 CELESTIAL DR S�7 S--OyaO�� �iEDV /#2671508 SITE PLAN DESIGNED BY: REV#: DATE: N 714/1 SCALE: N.T.S. �e T EEC sunGEVITY• OENERATE POSITIVE" 2611`AB THESE OPAWINGS.SPECIFICPTI3NS.ANO DESIGNS SV15heo15ize:11x9 ARETHEPFOPEBTYOF SUNGEVITY INC.NO PPPT SINLL BE GOPIEDOR USE3FOR OR WITN ANV OTHERWORKOTHERTHANTNESPECIFIL PRO 1 1 2 1 3 4 5 GENERAL NOTES. ELECTRICAL NOTES: GENERAL NOTES: E1. MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC,AND DC EQUIPMENT SHALL BE RATED FOR AT LEAST 600VDC. N1. DRAWINGS ARE DIAGRAMMATIC ONLY.THE LOCATION AND ROUTING OF RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED OR E2.ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL STANDARDIZED. BE NEW AND LISTED BY A RECOGNIZED ELECTRICAL TESTING LABORATORY. N2. IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT,WIRE, EQUIPMENT DEVICES, E3.AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY A OVERCURRENT PROTECTION,GROUNDING SYSTEMS, ETC.(ALL EQUIPMENT AND DE-ENERGIZE ITS OUTPUTTO THE CONNECTED ELECTRICAL PRODUCTION AND A MATERIALS)THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL ALL MATERIALS AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS IN THE REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION SPECIFICATIONS OR NOTED ON THE PLANS TO ENSURE COMPLETE COMPLIANCE WITH ALL NETWORK VOLTAGE HAS BEEN RESTORED. CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. E4.ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION BY N3.ALL OUTDOOR EQUIPMENT SHALL BE MIN. NEMA 3R RATED. INVERTER)(S),AND ARC FAULT PROTECTION 15 INVERTER-INTEGRATED. N4. METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT E5.ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CIRCUITS ARE RUN INSIDE A BUILDING. CALCULATED ATTHAT COMPONENT. N5. MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 61,ABOVE E6.ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL FLUSH VENTS. BE PROPERLY BONDED AND GROUNDED. N6.THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS E7.ALL WIRE,VOLTAGES,AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO GIVEN BY UTILITY COMPANIES. TEMPERATURE DERATING AND LOCATION. N7. FOR ADDITIONAL EQUIPMENT SPECIFICATIONS,SEE PROVIDED CUT SHEETS. E8.ONLY COPPER(CU)CONDUCTORS SHALL BE USED FOR NEW WIRING. CONDUCTORS SHALL BE STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. N8.ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC REFERENCES. E9.ALL MODULES AND RACKING SHALL BE GROUNDED VIA UL2703-LISTED RACKING N9. IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED SYSTEM'S INTEGRATED GROUNDING (PLEASE SEE DATA SHEET)OR WITH TIN PLATED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECTTO ALTER ANY ITEMS ON THIS PLAN. DIRECT BURIAL RATED LAY IN LUGS USING STAINLESS STEEL HARDWARE,STAR B N10.THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. WASHERS,AND THREAD FORMING BOLTS. I S N11.ALL OSHA REGULATIONS AND STANDARDS FOR SAFE AND HEALTHFUL WORKING CONDITIONS TO BE FOLLOWED. N12.ALL CONTRACTORS WORKING ON ROOFS TO BE INSURED AS SUCH. < STRUCTURAL NOTES: <<G ooD < < < < G 51.MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE, BUT SHALL BE ACCURATELY SPACED. 52. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD AMONGST RAFTERS. S3. DO NOT SPLICE RAILS IN MIDDLE 50%OF SPAN BETWEEN TWO MOUNTS. yGA81S C C y\O ° m n a „ CUSTOMER INFORMATION: 'o ey JUDY BETTS 29176 CELESTIAL DRIVE G7 SarFoIoUU MENIFEE, CA 92584 /#2671508 S U n G E V I T Y DESIGNED BY: REV#: DATE: GENERATE POSITIVE' NIRMAL.J 1 0 7/4/16 SUNGEVOYI11C.SBFWXLINS]SNTE3100AKIAND.CANS07 Br.TUBHRRHUUtNRNI Dab'—Lam4on:Betts-t6]15095Vi Bheat Size:ttal] THESE DRAWINGS.SPECIFICATIONS.AND DESIGNS ARETHE PROPERTY OFSUNGEVI]Y INC.NO PARTSHA BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTIER]IWI THESPECIFIC PROJECT FOR WHICH THEY HNVE BEEN DEVELOPEDWRHOUTOURWRRTEN CONSENT 1 2 3 4 5 SYMBOL KEY: MODULE SPECIFICATIONS (26)Trina Solar TSM-255 PD05.05 ------- RAIL MODULE WEIGHT: 41 — —— — RAFTERS MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 ROOF 19'-8" 3' ROOFISPECS FIRE CLEARANCE RAFTER SIZE: 2X4 NOMINAL O•................•..•••® STRING CONFIG. RAFTER SPAN: 6'-6" -� I I I I I I I I I I I I I I I RAFTER SPACING: 24" STRUCTURAL UPGRADES I I I I I I I I I ( I I I I I I I I ROOF MATERIAL FLAT TILE W/O BATTENS ARRAY 1 SPECS Q SOLAR MODULE 6'MAX I NUMBER OF MODULES: 12 A I TOTAL MOD.WEIGHT(lbs): 492 A ® MOUNT I I I I I I I I I I I RACKING WEIGHT(lbs): 92.8 ® SKYLIGHT I I I I I I I I I - �- -- -- -I- -- I ARRAY WEIGHT(lbs): 584.8 I I I I I ARRAY AREA(sqft): 211.4 ® CHIMNEY I ROnF 1 A RA 1 __ ARRAY DEAD LOAD(lbs/sqft): 2.8 PLUMBING OR I I I I I f � f I I - A- -- -- -r I p NUMBER OF MOUNTS: 16 ° ATTIC VENT LOAD PER MOUNT(Ibs): 36.6 ARRAY AZIMUTH(") 89 ATTIC VENT I I I I I I I I I I I I N I I 1 -f o ❑ ARRAY TILT(") 30 I I I I I I Ir I I NUMBER OF FLOORS 1 I I I I I I ROOF 2 SPECS I I I I I I I I RAFTER SIZE: 2X4 NOMINAL I I I I I I I I I m I I RAFTER SPAN: 6RAFTR SPACING, 1 24" O FEMAT RIAL:. ICONCRETE FLAT TILE W/O BATTENS I I I I I I I I I I I I I I ARRAY 2 SPECS NUMBER OF MODULES: 14 TOTAL MOD.WEIGHT(Ibs): 574 I I I I I I I I I I I I I I I I RACKING WEIGHT(Ibs): 111.5 I I ARRAY WEIGHT(lbs): 685.5 ARRAY AREA(sqft): 246.6 R RAY 1 LAYOUT ARRAY DEAD LOAD(lbs/sqft): 2 1 NUMBER OF MOUNTS:S: 20 SCALE : 1/8"=1'-Y LOAD PER MOUNT(Ibs): _ 34.3 ARRAY AZIMUTH(-) 269 , B ARRAY TILT(7) 30 i 3 NUMBER OF FLOORS 1 13'_6N 22'-11ILI I I 6'MAX I I I Vfi I I I I I I T__I I I __ I_ ��QFE5SI0/y}l� SSL969 , N uaga/ I Do I -- --1- --� - 1 1 RO F gIR�pIY 21 I el d4�y� s 2 C a -9 I I I I I I I I I I I I I I I I I I 0 * �e I I I I I I I I I I I I I I I I I I I I I I I I ups ,cy T)r v OF I I I I I I I I I I I I I I I I I I I I I I I I I I e\lout'— o� C I I I I I I I I I I i I I I I I I I I I l I l I l I l I l I I I I I I I I I I I I I I I I I I CUSTOMER INFORMATION: JUDY BETTS 29176 CELESTIAL DRIVE M , CA 92584 R RAY 2 LAYOUT /#26715#2671508 2 SCALE: 1/8"= V-0" sunGEVITY DE5IGNEDBY: REV#: DATE: GENERATE POSITIVE' PV-2.0 NIRMAL.J 0 1 7/4116 SUNGE INC.BBP KUN ST SUITE 310 OAKLAND.CA NOW BY:T➢$NARKDINARNI Date:—Laudon:Betl,I W715M SV1 Sheet Sim.11x17 THESE DRAWINGS.SPELIRCATIONS.TWO DESIGNS ARETHE PROPERTY OFSUNGFVITY INC.NO PARTSHALL BECOPIEO OR USED FOROR WITHANY OTHERWORKOTHERTN4 E SPECIFlC PROJECT FORWNICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 4 5 MODULE SPECIFICATIONS (26)Trina Solar TSM-255 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 6T95 MODULE WIDTH: 39.05 ROOF SPECS RAFTERSIZE: 2X4 NOMINAL RAFTER SPAN: 6'-6" RAFTER SPACING: 1 24" ROOF MATERIAL: ICONCRETE FLAT TILE W/O BATTENS ROOF2SPECS RAFTER SIZE: 2X4 NOMINAL A RAFTER E. 6'-6" A RAFTER SPACING: 1 24" ROOF MATERIAL: CONCRETE FLAT TILE W/O BATTENS B ;g 2' 41411 PROOF 1 &2 SECTION ,; SCALE : 3/8"= 1'-0" SOLAR MODULE , E NOTE: `0 89u96g J J Zm MODULES SHALL NOT BE GREATER THAN yyc s�� D^ �s i u 10 INCHES ABOVE ROOF COVERING IRONRIDGE XR10 >� 1. C 81 'D L-FOOT w ��ct C C QMSFT STANDARD FLAT TILE CONCRETE FLAT TILE W/0 BATTENS CUSTOMER INFORMATION: 3" X 5116"-LAG__--, JUDY BETTS 1.5" MIN. EMBEDMENT PER SCREW 29176 CELESTIAL DRIVE M , CA 92584 2X4 NOMINAL,24 O.C. /#26715#2671508 SUf1GEVITY' 2 MOUNTING DETAIL SCALE : NITS DESIGNED BY: REV#: DATE: GENERATE POSITIVE' PV-2.1 - NIRMAL.J 0 1 7/4/16 j SUNGEVITY INC.66 FMNRLIN ST SUITE 310 OAK1AND.CA ASDT Bv:TUSHAR.KUIHARNI D.Ie:—LO[a4ont Betts-2671 SOB SVI Sh..J S.:11.17 THESEOMWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BECOPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 1 2 3 1 4 5 ELECTRICAL KEY: INVERTER 1 SPECIFICATIONS MODULE ELECTRICAL SPECIFICATIONS SL BREAKER ABB PVI-5000-OUTD-US-A (26)Trina Solar TSM-255 PD05.05 NOTE: RATED WATTS(EACH): 5000 SHORT CIRCUIT CURRENT(Isc): 8.88 SWITCH -PHOTOVOLTAIC RACK ASSEMBLY IS CONNECTED TO THE BUILDING AC OPERATING VOLTAGE(V): 240 OPEN CIRCUIT VOLTAGE(VOC): 38.1 Q. SCREW TERMINAL ELECTRODE SYSTEM WITH#8 CU CONDUCTOR IN COMPLIANCE WITH CEC AC OPERATING CURRENT(A): 23 OPERATING CURRENT(IMP): 8.37 m FUSE 250.64(C).CONDUCTOR SPLICES ARE ONLY PERMITTED WITH COMPRESSION NUMBER OF MPPT CHANNELS 2 OPERATING VOLTAGE(VMP): 30.5 • SPLICE CONNECTORS OR EXOTHERMIC WELDING. INVERTER EFFICIENCY: 0.965 MAX SERIES FUSE RATING: 15 EARTH GROUND INTEGRATED DC DISCONNECT STC RATING: 255 r77 CHASSIS GROUND -BARE#6 EGC TO BE USED BETWEEN MODULES AND RAILS. INVERTER 1 MPPT 1 SPECIFICATIONS PTC RATING: 232 — —— GEC MAXPOWER POINT CURRENT(Imp): BA DESIGN CONDITIONS EGC MAX POWER POINT VOLTAGE(Vmp): 366 HIGHEST 2%DB DESIGN TEMP('C): 40 -ALL ROOF MOUNTED EQUIPMENT TERMINALS SHALL BE 90 DEGREE C RATED MAX SYSTEM VOLTAGE(Voc): 496.8 MIN.MEAN EXTREME ANNUAL DB('C): -2 A SOURCE CIRCUIT CURRENT(Isc): 11.1 A -ALL AC EQUIPMENT IS RATED TO 250VAC, UNLESS OTHERWISE NOTED MAX SHORT CIRCUIT CURRENT(Isc): 11.1 INVERTER 1 MPPT 2 SPECIFICATIONS MAXPOWER POINT CURRENT(Imp): s.a MAX POWER POINT VOLTAGE(Vmp): a27 MAX SYSTEM VOLTAGE(Voc): 579.E SOURCE CIRCUIT CURRENT(Isc): 11.1 MAX SHORT CIRCUIT CURRENT(Isc): tt.t 200A MAIN BREAKER TOP OF BUS (3)#10 THWN-2 (3)#10 THWN-2 (3)#10 THWN-2 (3)#10 THWN-2 (4)#10 PV-Wire (4)#10 THWN-2 (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#8 GEC (1)#6 BARE EGG (1)#8 EGC/GEC 1/2" EMT 1/2"EMT 1/2"EMT 1/2"EMT FREE AIR 112"EMT METER AC DISCONNECT, AC DISCONNECT, (E)LOADS (N)PVI-5000-OUTD-US-A 30AMP, 30AMP, INVERTER W/INTEGRATED NON-FUSIBLE, NON-FUSIBLE, DC DISCONNECTS CUTLER-HAMMER CUTLER-HAMMER (E)LOADS DG221 URB DG221 URB (E)225A Square D MSP 0 1 STRING OF O+ T 1 —AC LOCUS 30A 2P 240V 2P 3-W 1ch 12 MODULES DC OUTPUT METER LOAD LINE LOAD LINE -- -- - -�- -- I B ________ GEC --- MPPT2 -- -------- 0 1 STRING OF E) 3 14 MODULES INVERTER GEC IRREVERSIBLY SPLICED TO EXISTING GEC OR BONDED DIRFrTI Y TO EXISTING GROUNDING ELECTROFE (IF APPLICABLE) 5Q�O 851,9, MIN.NEMA3R 5 UL LISTED JUNCTION 7 g1eM)r 4a I, BOX WITH 90"C TERMINAL RATINGS o-st asp � O LOCATED ON ROOF u 5 av s� ,`3w \0i0 301.�JrS C C MAX Voc=14 x[38A V+(38.1 V x-0.0032 x(-2"C-25"C))]=579.6VDC CONDUIT ELEVATION: 1/2 TO 3-1/2"=22 "C 26 MODULES TOTAL Imax=8.88A x 1 STRING x 1.25=11.1A HIGH AMBIENT TEMPERATURE:40"C 26 x 232(PTC WATTS)x 0.965=5821 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW:-2"C 225 x 1.2=270 ROOFTOP AMBIENT TEMP(Tcorr):62"C=0.65 PVI-5000-OUTD-US-A MAX OUTPUT CURRENT=23A JUDY BETTS 270-200(MCB)=70A CONDUIT FILL(Cfill):0.8 BREAKER SIZE=23A x 1.25=28.75A=>30A 29176 CELESTIAL DRIVE MAX ALLOWABLE AC PV BREAKER=70A MENIFEE, CA 92584 CONTINUOUS USE=Imax" 1.25= 13.88A /#2671508 CONDITIONS OF USE=Imax/Tcorr/Cfill =11.1A/0.65/0.8=21.35A S U n G E V I T Y CONDUCTOR SIZE FOR 21.35A DESIGNED BY: REV#: DATE: GENERATE POSITIVE INSTALLATION SHALL USE MIN.#10 AWG PV-3.0 NIRMAL.J 0 7/4/16 a SUNGEVIW INC.SB FRANIUJN ST SUITE 310 OA D.CA MSD7 N;TUSH MLKARNI Dale:—Lrcnl Belk.267150E SV15Heet Si :11xl7 THESE DRAWINGS,SPECIFICATIONS.ANO DESIGNS ARETHE PROPERTYOFSUNGEVRY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHERTHANTHE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPEDWIIHOUTOURWRITTEN CONSENT 1 2 1 3 4 5 NEC 690.5(c) NEC 690.31 (E)3&4; 2012 IFC 605.11.1 INTERACTIVE PHOTOVOLTAIC POWER SOURCE PLACE THIS LABEL ON INVERTER(S) OR NEAR PLACE ON ALL JUNCTION BOXES, EXPOSED GROUND-FAULT INDICATOR(ON INVERTER(S) U.O.N.) RACEWAYS EVERY 10'AND V FROM BENDS RATED AC OUTPUT CURRENT(A): 23 AND PENETRATIONS,ADJACENT TO THE NOMINAL OPERATING AC VOLTAGE(V): 240 MAIN SERVICE DISCONNECT WARNING INVERTER 1 MPPT 1 DC DISCONNECT WARNING PHOTOVOLTAIC SYSTEM DISCONNECT ELECTRIC SHOCK HAZARD RATED MAX POWER POINT CURRENT(Imp): 8.4 A IF GROUND FAULT IS INDICATED, PHOTOVOLTAIC POWER RATED MAX POWER POINT VOLTAGE(Vmp): 366 A NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED SOURCE MAX SYSTEM VOLTAGE(Voc): 496.8 SHORT CIRCUIT CURRENT(isc): 11.1 NEC 690.35(F) NEC 690.17(E) PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX, INVERTER 1 MPPT 2 DC DISCONNECT PLACE THIS LABEL ON ALL DISCONNECTING DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED PHOTOVOLTAIC SYSTEM DISCONNECT MEANS WHERE ENERGIZED IN AN OPEN POSITION CIRCUITS MAY BE EXPOSED DURING SERVICE: RATED MAX POWER POINT CURRENT(Imp): BA WARNING WARNING RATED MAX POWER POINT VOLTAGE(Vmp): 427 MAX SYSTEM VOLTAGE(Voc): 579.6 ELECTRIC SHOCK HAZARD SHORT CIRCUIT CURRENT(Isc): 11.1 DO NOT TOUCH TERMINALS ELECTRIC SHOCK HAZARD TERMINALS ON BOTH THE LINE AND LOAD THE DC CONDUCTORS OF THIS SIDE MAY BE ENERGIZED IN THE OPEN PHOTOVOLTAIC SYSTEM ARE UNGROUNDED POSITION AND MAY BE ENERGIZED NEC 705.12(D)(2)(b) B PLACE THIS LABEL AT P.O.C. TO SERVICE 13 DISTRIBUTION EQUIPMENT(I.E. MAIN PANEL (AND SUBPANEL IF APPLICABLE)) WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE ggZ�s SOURCES, yy¢�eN N°Da ek,� CAUTION IQ c CONTAINS MULTIPLE POWER GAS°cam ��5� C SOURCES fOu � CUSTOMER INFORMATION: JUDY BETTS 29176 CELESTIAL DRIVE MENI NOTE: MENIFEE, CA 92584 BACKGROUND AND LETTERING COLORS FOR /#2671508 SIGNAGE/LABELS SHALL COMPLY WITH (IN ORDER OF S U n G E V I T Y` PRIORITY)AHJ&FIRE DEPARTMENT AMENDMENTS, STATE CODE,AND ANSI GUIDELINES.THIS PAGE IS DESIGNED BY: DATE: R GENEATE POSITIVE- INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. PV-4.0 =I I NIRMAL.J 0 1 7/4116 SUNGEVIry INC.%FRANINN STSURE3100AKIAHO.CA94BD7 ftWSHA KIJ U lDate:—L b:n:B -Y371GOBSV1 Sheet Sias:11a17 THESE DRAWINGS.SPECIRCATIONS.AND DESIGNS ARETHE PROPERW OFSUNGEVFY INC.NO PARTSHAL BE COPIED OR USED FORORWITH ANY OTHERWORKOTHER THAN THE SPECIFICPROJECTFORWHICH THEYHAVE BEEN DEVELOPEDWITHOIIf OUR WRRTEN CONSEM 1 2 3 4 5 A A DIRECTORY LABEL PER NEC 705.10 POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN B H LOCATION OF INVERTER WITH INTEGRATED DC DISCONNECT INSIDE GARAGE LOCATION OF MAIN SERVICE PANEL AND UTILITY METER N DRIVEWAY O 5pX R919 D. C C CUSTOMER INFORMATION: JUDY BETTS 29176 CELESTIAL DRIVE MENI MENIFEE, CA 92584 /#2671508 sunGEVITY° DESIGNED BY: REV#: DATE: GENERATE POSITIVE- PV-5.0 NIRMAL.J 0 1 7/4/16 E SUNGEVITY INC.65 FRANKLIN ST SUITE DIG OAKIANO CA W607 Bv:TUSHAR.KULKARNI Date.Lomf :Refs-2671508SV1S6eai SEeatxll THESEDRAWINGS.SPECIFICATIONS.AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC.NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT - - --- -- -- - THE Universal MODULE Mono Multi Solutions -__ ■■ PRODUCTS POWERRANGE ELECTRICAL DATA(STC) - _. M � ■■� TSM-PDOS 250.265W Peak Power Wptis-Pw+x1Wp) 245 250 255 260 265 THE U n i ve rs a I ��■■' TSM-PDOS.OB 250.265W Power Output Tolerance-P„. V) 0-13 TSM-PD05.05 205-260w Maximum Power Voltaget-l. IV) 299 8.27 8.37 8.50 30.8 8.61 IN '■ Maxim it Power Currentc IV) 37.8 38.0 38.1 M.2 8.61 DIMENSIONS OF PV MODULE Open Circuit Voltage-Va(V) 378 38.0 38.1 38.2 38.3 unit:mm Short Circuit Cuaent-Isc IAI 8.75 8.79 8.88 9.00 9.10 MODULE 941 Module Efficiency qm J%) 15.0 15.3 15.6 15.9 16.2 ® '■ a �Ir Typic .fidency re W/ml Cell Tempemrum8°a.Ak Mass to EN6 fMul ollanceIy reduction orl Temperature Aordrq toN.S. 1. ru ELECTRICAL DATA(NOCT) vazuYuraa ■ '■ Maximum Power-Poor IWPI i 182 186 190 193 197 60 CELL ■ ■� Maximum Power Vollage-Vxx(A) 6.59 28A 6.74 6.84 28.4 6.93 PDD5.05 Maximum Power Current-lino(A) 6.59 6.65 6.]d 6.84 6.93 MULTICRYSTALLINE MODULE ■■■■■■' „ Open circuit voltage-Vox(VI 35.1 35.2 35.3 35.4 35.5 Short Circuit Curmntdsc(AJ 7.07 7.10 7.17 7.27 7.35 ■■■■� PD05.08 NOO.Modkonce Of BMW/Ms.Ambienrtemperolun °a.Windspeed l Ws. 245-265W PD05 MECHANICAL DATA POWER OUTPUT RANGE Our most versatile product ayx Solarcells Multicrystalline 156+156 mm 16 inches) ;► • Compatible with all major BOS components and system - cell orientation 60 tens 16*10) designs 6.2�' s • 1000V UL/1000V IEC certifieddimensions 1650.992*35mm(64.95z39.O5x1.3]inches) 812 JIM Weight Waighi 18.6 kg(dllb) O sack views, Glass 3.2mm(0.13 inches).High Transmission.AR Cc ated'errpemd Glass MAXIMUM EFFICIENCY Backsheet White(PD05&PD05.08):Bbck(PDO5.05) Frame Sliver Anodized Aluminium Alloy(PDO51:Blac (P^05.386P005.17) �fr One of the industry's most trusted modules 0~+3� Field proven performance 3-Box P65orIP67mled Cables Photovoltaic Technology cable 4.Dmm' O.OL61r.che5;. IOOOmmI39.371nches) POSITIVE POWER TOLERANCE AA connector MC4 Compatible 3s r r Highly reliable due to stringent quality control • Over 30 in-house tests UV,TC.HF,and man more of next generation manufacturer r I y I-V CURVES OF PV MODULE(260W) of next generation photovoltaic � In-house testing goes well beyond certification requirements em TEMPERATURE RATINGS MAXIMUM RATINGS , products,we believe close • PID resistant sa wow -_ Nominal Operating Cell 44°C(+2°q Operatlonol Temperature -40-+85°C Cooperation without partners em -- -. -.- Temperature INOCT) Mltage System 1000V Dc11Eq m is critical to success. With local . ---- -.__ Tempefre CoaMcienf of P. -OAI%/°C Voltage 1000V DC JULJ presence around the globe.Trina is e00 -' -- Temperature Coefficient of Vac -0.32%/°C Max Series Fuse Rating ISA able to provide exceptional service sin !_ _ Temperature Coefficient or lsc 0.05%/°C to each customer in each market Certified to withstand challenging environmental 'm and supplement our innovative. COndltlOnS zm reliable products with the backing of Trina as a strong.bankable ® • 2400 Pa wind load °' WARRANTY pullpartner. We are committed 5400 PO snow load tobuil m a z m m to ding strategic.mutually 10 year Product workmanship Womanly beneficial collaboration with vw"'m 25 year Linear Power Warranty installers.developers.distributors !pease rater to Protlud wanontylortleMisl and other partners as the CERTIFICATION backbone of our shared success in driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY CE ,®- PACKAGING CONFIGURATION 10 Year Product Warranty•25 Year Linear Power Warranty glass Modules per box:30 pieces Trina Solar Limited Modules Modules r40'container:840 pieces v.Hw,idnosolar.com moo Ci? per g90% Add ,,,ition alue lrortl p Sol V •.r F art llne,r owmron, Trinasolar P CAUTION:READ SAFETY AND INSTAsights AgONINSrRUaRONB BEFORE cludeaUSING HE PRODUCT. sheelo Bpx Trinasolar -02015 Ttlna 5dorUm etl.N14BMs mse ed Specifications indutletl in lM1p dabsM1eel,rambled to change wBM1aolndree. smart Energy Together 1M. 5 10 15 20 25 Smart Energy Together Trina slantlard � Intlu4q/q5'c;nl CERTIFICATE OF COMPLIANCE CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Certificate Number 20140630-E306515 Report Reference E306515-20121213 Report Reference E306515-20121213 Issue Date 2014-JUNE-30 Issue Date 2014-JUNE-30 Issued to: TRINA SOLAR LTD The modules with the specified construction as below may be marked with its type 2 TIAN HE RD, ELECTRONICS PARK NEW DISTRICT, for UL listed fire performance products only as the below table: CHANGZHOU, JIANGSU 213031 CHINA, Module model Specific construction Marking TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire This is to certify that PHOTOVOLTAIC MODULES AND PANELS WITH TSM-xxxPD05.08 EVA: 0.25-0.61mm thick; Performance: Substrate: 0.30 mm - 0. 64 mm Type 1 representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS thick; Refer to addendum page for Models Frame: Cross sectional dimension: 35 x 35mm, Have been investigated b UL in accordance the Height: mm, g y ce w Thicknesss:: 1.5mm Standard(s) indicated on this Certificate. TSM-xxxPD05 Superstrate: 3.2-4.36mm thick; IModule Fire TSM-xxxPD05.05, EVA: 0.25-0. 61mm thick; Performance: Standard(s)for Safety: UL 1703 - Standard for Safety for Flat-Plate Photovoltaic TSM-xxxPD05.08 Substrate: 0.284 mm - 0.30 mm Type 2 thick; I Modules and Panels and ULC ORD/C1703-01 - Flat-Plate Frame: I Photovoltaic Modules and Panels. Cross sectional dimension: 35 Additional Information: See the UL Online Certifications Directory at x 35mm, www.uL Height: 35mm, for additional information Thickness: 1.5mm TSM-xxxPD14, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD14.08 EVA: 0.25-0.65mm thick; Performance: Only those products bearing the UL Listing Mark for the US and Canada should be considered as Substrate: 0.284 mm - 0.300 mm Type 8 being covered by UL's Listing and Follow-Up Service meeting the appropriate requirements for US thick; and Canada Frame: r The UL Listing Mark for the US and Canada generally includes:the UL in a circle symbol with"C" Cross sectional dimension: and"US"identifiers:c '"the word"LISTED"; a control number(may be alphanumeric)assigned 40*35 mm, by UL; and the product category name (product identifier)as indicated in the appropriate UL Height: 40mm, Directory. Thickness: 1.5 mm Look for the UL Listing Mark on the product. TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire TSM-XXXPD05.18 EVA: 0.25-0.65 mm thick; Performance: Substrate: 0.025 - 0.284 mm Type 5 thick; Frame: Cross sectional dimension: 40* 38 mm, Height: 40mm, /J p // Thickness: 1.8mm p m1hoo n cony,o4.emr,flooh munu"c.Nnnuo"pm0000 U� YUUTAM&Um .Dlxor,Nom pmmwn c.Nm.uan Pm maz O UL uc UL= My InhmvYonW aaavmantltl g wrk on InYriny UL aanM n H a. fuvv on[a1W,of MLLC JUL)or an,,aW,orlxaU Ilw pn.aa o,Ul-Fw Uona,Owm M mutbn r tnlo vM m—oboloo m.oM M ny UL vx prvlwa M pnNNE oo boW o,JUL u m c JUL)ar ooU ftf Ncmow o,NL Por aaaaHontipNca _matt.bc+uLC I000rS Iv,WamantaPntl w"w.ul.mMmntanus mnooO a foul UL coMm S Ioo prw"mNr.Mw W.mMconladu Page 1 of 4 Page 3 of 4 Additional highlights Solar inverters - RS-485 communication interface (for connection to laptop or data ABB string inverters logger) . - Available with the optional VSN300 • Will Logger Card for easy and affordable wireless monitoring - Compliant with NEC 690.12 when used with ABB's Rapid Shutdown I - device _ - Comes standard with DC Arc Fault •`•'--"••`--••=`' Circuit Interruptor(AFCI)to comply with NEC 690.11 i i Technical data and types Type code PVI-5000-OUTD-US PVI-6000-OUTD-US General Specircations Mi Nominal output power 5000W 6000W Maximum output power 5000W 6000W _ Rated grid AC voltage 20BV 240V 277V 208V 240V 277V Input side(DC) Y Number of independent MPPT channels 2 I Maximum usable power for each channel 406DW Absolute maximum voltage(Vmax) _ 600V . Start-up voltage(Vstart) - 200V(adj:120-350) , _ Full power MPPT voltage range 145-530V 175-530V r�, Operating MPPT voltage range 0.7 x Vstart-580V(00V) _ Maximum current(Idcmax)for both MPPT in parallel 36A Maximum usable current per channel _ - 1SA Maximum short circuit current per channel 22A Number of wire landing terminals per channel 2 Pairs . y Array wiring termination Terminal block pressure clamp,AWG26-AWG6 Output sitle(AC) _ - - —, Grid connection type 10/2W Split-0/3W 10/2W 10/2W Split-0r3W 10//2W Adjustable voltage range(Vmin-Vmax) 183-228V 221-264V 244-304V 183-228V 211-264V 244-304V Gtltl frequency 60Hz Adjustable grid frequency range 57-60.5Hz Maximum current Q.,,,.)A� 27A - 23A 20A 30A -27A, 244 Power factor >0.995(adjustable to x0.8) , Designed for residential and small The wide input voltage range makes Highlights: 'Total harmonic distortion at rated power <2% commercial PV installations,this the inverter suitable for low-power — Single-phase and three-phase Output Contributory fault current' 36.25 A,/ 36.5 Am,/ 31.75 Ay,/ 36.25 Ay,/ 36.5 A,/ bl.75 Aa/ Installations with reduced string Size. 25.63A� - 25.81A� 22.45A.s 25.63A 25.81A. 27.(t.y� inverter fills a specific niche in the 9 grid connection Grid wiring termination type Terminal block,pressure clamp,A 20-AWG4 _ ABB product line to cater for those The transforrnedess operation offers high — Wide input range for increased Input installations producing between 5kW Performance efficiencies of up to 97.1 stringing flexibility Reverse polarity protection Yes percent. Over-voltage protection type Varistor,2 for each channel and 20kW. Free remote monitoring capability is — The high-speed and precise MPPT PV array ground fault detection Pre start-up A_and dynamic GFDI(requires fioating arrays) available with every installation.This algorithm offers real-time power output This inverter includes dual input tracking and improved energy Anti-islanding protection Meets UL1741/IEEE1547 requirements P enables homeowners to view their energy P gy Over-voltage protection type Varator,2(L-is/L,-G) section to process two strings with production and offers installers a proactive harvesting Maximum AC OCPD rating 35A 30A 25A 40A 35A 30A independent Multiple Power Point and economic way of maintaining and — Outdoor NEMA 4X rated enclosure Efficiency Tracker(MPPT). troubleshooting the system. for unrestricted use under any Maximum efficiency 97,1% . The high-speed and precise MPPT algorithm environmental condition CEC efficiency 96% 96.5% 96.5% 965. 96.5% 96.5% 9 9 User interface Graphic display offers real-time power tracking and energy — Integrated DC disconnect switch Operating performance harvesting. Stand-by consumption <8w, <8%q . in Compliance With international Flat efficiency curves ensure high-efficiency Standards(-S Version) Nighttime consumption <0.6W°„° <0.6W°„°Communication at all output levels ensuring consistent and User-interface 16 characters x 2 lines LCD display Stable performance BCroSS the entire input Remote monitoring_(lxRS485 incl.) VSN700 Data Logger(opt.),VSN300 Wiri Logger Card(opt.)_ voltage and output power range. Environmental This outdoor inverter has been designed as Ambient air operating temperature range -13°F to+140°F(-25°C to+60°C) -1 to+140 (-251 to+60 )with a completely sealed unit to withstand the derailing above 122°F(sD°c) harshest environmental conditions. Amblent air storage temperature range -40°F to+176°F(-40°C to+80°C) -40°F to+176°F(-40°C to+80°C) Relative humidity o-lb0%RH condensing 0-100%RH condensing Acoustic noise emission level <50 db(A)01 m <50 db(A)01 m Maximum operating altitude without derating .6560ft(2000m) 6560ft(2000m). Power and productivity AL 1111 for abetter world'm PUMP 2 ABB solar Inverters I Product flyer for PVI-5000/6000-TL-OUID Block diagram of PVI-5000/6000-TL-OUTD Ail -----------------------------__ �, , 1 ; Porn ImvnEn -------'--'---------'---'-' w CSA NVGn PVLY.CIPS 1pE/b �� `P eNE 4NOMRLLIFL E(\ V p M 1.11�1' � • iLLRR PEUY ��� Group INl IHL ,MI IHl �� LI � y � K -a- ----------- -r Mlli � INl Certificate of Compliance IX, IM] L1I-- �tiJ Wrrl �j1u �f7u l 'IN ' PESIgMLCiPRENr �I" -A VE0.510N STANDARDVERSION ; - Certificate: 2708417 Master Contract: 259813 R Project: 70020581 Date Issued: January 14,2015 W a5^ RM ;__.L-------- -------------------____-. corRP. � PEPnrt<a+ma•; Issued to: ABB,Inc. I 5 � P 16250 W.Glendale Drive N d — pp U R New Berlin,WI 53151 USA coNmauRart � No •Xmm.mrxtl Eumb,nq•nPea.m-•.�•� i___________ ` The products listed below are eligible to bear the CSA Mark shown with adjacent indicators V and "US"for Canada and US or with adjacent PVI-5000/6000-OUTD-US PVI-5000/6000-OUTD-US indicator "US"for US only or without either indicator for Canada only. 97 Issued by: 99 400 9 97 T` 9s%as ® Rob Hempstock,AScT. _ 95 gg — 95,5icp �5 ', K4 Ci U.S Authorized by: f �'— w., —93 — {z9ve _ 300 9M3,5 Ernesto Lopez 92 _ a1 .eoyec 'I959� szi Operations Manag,r - �0 10 20 00 40 50 60 70 W 90 100 250 91.6 ' %ol Rated ONPl4 Powar 10% 20% 30% 50% 75% 100% %erReeeaompdit. PRODUCTS ` CLASS 5311 09-POWER SUPPLIES-Distributed Generation Power Systems Equipment Technical data and types CLASS 5311 89-POWER SUPPLIES-Distributed Generation-Power Systems Equipment Type code PVI-5000-OUTD-US PVI-6000-OUTD-Us -Certified to U.S. Standards Mechanical specifications ' < - L ,Enclosure rating NEMA 4X ; cooling. ..___ .__ .... ..... .. . . . ....... .. Natural convection .:::: Utility Interactive Inverter,Models PVI-5000-OUTD-US, PVI-5000-OUTD-US-A,PVI-6000-OUTD-US, Dimensions H x W x D 41 Ax72 8x8 6 in(1 (27.0 27 z 9). PVI-6000-OUTD-US-A,and PVI-6000-OUTD-US-W,permanently connected. ..Weight ._ ...... ....... .... ....... <59.51b{270k9)................ ..... ........ ........ . ... . ..... . . ......... . ..-.... ....._. ._.__... Shi.P.p..ing.wetght.............................................................._...._...............;....._..............................._........................._............_<781b(35:4kg)...............__._............................................................. Mounting.system....................................................................................................................-................................. ..........._Wall bracket Notes: Conduit connections Tratle size Kiss (tea I. All above models in this series may include expansion board with wireless antennae option and will be ._. ._......... ...._........_.. . _._.. . ......... ............ and-and z 1.7/4 ,3.places sitlp,front,re ar).. ....... DC switch rating(per contact) 25A/600V identified with model designation including"-Z"suffix at the end. Safety and compliance 2. Models PVI-5000-OUTD-US-A and PVI-6000-OUTD-US-A are provided with PV DC ARC-Fault Isolation level Transformerless(floating array) ... .... UL 1741 IEEE1547 1EEE1541 1 CSA C22.2 N 107 1-01,UL1998 UL 16996 FCC Part Circuit PmfeChOn for Sfir1eS arcingfaults. Safety and EMC standard ... s Class R 3. All above models in this series assemblingthe revenue grade meter,RGM-MODULE-US,will be .. ... CSA. .... ........ Regional Compliance _ Rule 21 HECO NEC 2014 690 11 NEC s901 z with ABB Rapid shutdown device identified with model designation including"—M"suffix. The RGM-MODULE-US meter has been Available models .. _.. evaluated for safety only and not for performance. With bC switch wiring box and are fault detector and PVI-6000 OUTs A y g g purposes y irlterru for i ....... 4. All the above model numbers may include the"-S"designator,which is for marketing u oses only. -%JI dna is subject t PVI-500D OUTD Us A D-U o change mtroutbofroa " " ' " 5. For details related to rating,size,configuration,etc.reference should be made to the CSA Certification Record or the Certificate of Compliance Annex A. D D 507 Rev.2012-05-22 Poet:I Product flyer for PVI-5000/6000-TL-DUTD I ABB solar inverters 3 IRONRIDGE Roof Mount System AUTHORIZATION TO MARK This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) ' j 4 Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing � 1. Report ' This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge,Inc. Manufacturer: IronRidge,Inc. 1495 Zephyr Ave 1435 Baechtel Road !w Address: Hayward,CA 94544 Address: Willits,CA 95490 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 _ (510)225-0973 FAX: (707)459-1833 FAX: (707)459-1833 _ Email: yschwarz@ironddge.com Email: jnorsworthy@ironddge.com Party Authorized To Apply Mark: Same as Manufacturer _ Report Issuing Office: Lake Forest,CA .D.LJi —'�-- "'— Control Number: 4007559 Authorized by: for Thomas J.Patterson,Certification Manager -. ER CLASSIFIED , ETA us Built for solar's toughest roofs. _ _ Intertek This document supersedes all previous Authorizations to Mark for the noted Report Nun.ber. IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit Tlga kanonzatlon b Mark a l Neea a use e1rhaleVs Qler and ie probed pmsuenib Me Ceff=don aynmanleeMeen lnledek and de ClbnL lreeekb espd..absay sM rabaq an IMNd b Me bmu and mMlbns a Me agreement Week aseumes nolOdNy b any paM.ai Nan bma pier m a awNaMa viN Me apiwman,br an,loas.ea nsa ardamapeo Zoned and proven in extreme environments. by Me use oleLLS ArlgiWtlon b Mark Day Me Clem h auffi k NpannXwpya,drdsbmubon Of Nb Adboabetlnn b Mark and Nan ory m b enl6ety.Use rlradeks CertA fion meAe mtrcOetlb Ne rn,tlibm latloulm VeegreemenlaMFNb/.uNpr'eatlpnbMert MybdMrusa of Ne lnbMk mme bNe eebw Wvefeamsnl of Ne leaW mWri-1�md'Umaervka muff, . Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashin s, and nl0e appro edN wfngq NeMklnfe Fxbry Rue vmnba dFaAow up Sery es are MNOW poseda v gappmp ab uaagedNe Cef mlo meh Naaaren®xM Na agree rent 9 PP 9 9 Neyere�l br Ne ppgroseaapoductlongwq tuned end ap na rdew N.c6ama Nair pbry.wn.Nuie reopen is also why our products are fully certified, code compliant and backed by a 20-year warranty. Intertek Tasting Services NA Inc. 545 East Algonquin Road,Arington Heights,IL 60005 Telephone 800345-3851 or 847-4335667 Fax 312-283-1672 Strength Tested PE Certified UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat-Plate All components evaluated for superior Pre-stamped engineering letters Standard(s): photovoltaic Modules and Panels,Issue Number:1,October 4,2010 ® structural performance. available in most states. Product: XR Rails with Integrated Grounding. Brand Name: NIA Models: 51-61GD-005,51-61G5-005B,51-5000-001,and 51-65-001 © Class A Fire Rating Design Software �I Certified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate ' Twice the protection offered by module grounding components. competitors. ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued: 10-Nov-2014 EU 16.11504ao-131 Mandalay IRONRIDGE Integrated Grounding System Installation Overview -I Install Roof Attachments Simplified Grounding • Install appropriate roof flashing and/or standoff for roof type. 1 _ For Greater Safety & Lower Cost . •Attach L-Feet to flashing or standoff. Traditionally, solar modules are grounded by attaching ` lugs, bolts or clips to the module frame, then connecting Prepare Rail Connections these to a copper conductor that runs throughout the / array.This process adds time and cost to the installation, • Insert splice into first rail, then secure with Grounding Strap and �� V' self-drilling screw. and often results in improper grounding, creating significant long-term safety risks. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self-drilling screw. The IronRidge Integrated Grounding System solves these _ challenges by bonding modules directly to the mounting rails. This approach eliminates separate module Mount&Ground Rails grounding hardware, and it creates many parallel L_'.: grounding paths throughout the array, providing - =' Attach rails to L-Feet and level rails. \ Q^ greater safety for system owners. Grounding Mid Clamp • Install one Grounding Lug per row of modules. _ Each Grounding Mid Clamp pierces through the • Connect Grounding Lug to grounding conductor. anodized coatings of both the module frame and f, the mounting rail to form secure electrical bonds, which are repeated throughout the array. Install Modules&Clamps Install first module using End Clamps and Grounding Mid Clamps. Install additional modules using Grounding Mid Clamps. Finish row with a second pair of End Clamps. -7 Testing & Certification " I a I Module Frame Compatibility The IronRidge Integrated Grounding I I _ System has been tested and certified to Dimension Range �- UL 2703 by Intertek Group plc. A 31.Omm- 51.Orrm, ` UL 2703 is a proposed UL standard " B 5.08mm (minimum) for evaluating solar module mounting Any module frames whose parameters are not listed in the and clamping devices. It ensures these provided table have not been tested for compatibility. devices will maintain strong electrical and 3 mechanical connections over an extended !<` \ �• , period of time in extreme outdoor The Grounding Clamp has proven robust t grounding 60-cell and � � environments. 72-cell solar module frames with box construction and a range of I / anodizationthicknesses. ��' a The testing process closely mirrors that All solar modules listed to UL 1703 and with frame construction Grounding Strap of UL 1703,the solar module testing within the parameters stated above are compatible with the Grounding Straps are used to / ` standard, including temperature and IronRidge Integrated Grounding System. bond rail-to-rail connections. Grounding Lug humidity cycling, electrical and mechanical They are only required on the A single Grounding Lug �. rail with the grounding lug. connects an entire row load testing, and manufacturing quality O Go to ironridge.com/ig •, of PV modules to the reviews. `!r grounding conductor. c , I Subflashing Waterproofing Method: Three-Course o co Installation Tools Required:gloves,hammer,brush,roofing nails,roofing cement,trowel,roll of reinforcing fabric,sealant compatible LL with roofing material ^ �� ' a ' wl ; LU m H Q w Z j$ O /��r O p��63 needed. Clean away dust and debris around QBase. Apply a bead of sealant in the shape of an upside p u Gather materials nee down U on the back side of the subflashing. do in u_ _ p p $ „ co oc 2 �fe f •i•n'a y O Z < f{,co cccco Q CD r o c V = L Install the subFlashing over the post,making sure Fasten the subFlashing into place with two roofing Apply 1/8'thick layer of roofing cement around the L to e a uooco the edge closest to the cone is on the downhill nails,one in each top corner. top and past sides fsides of the theHgwin otothet least "ex- oN Q `4O of tending past the sides of the Flashing onto the felt. � m - orrLtr side. Layer should be about the thickness of a nickel. o L ocot CD w e Vf e ` N r o O O & -4 Digital £a�y available at our website: '<oa I - tl D T €T For more information on tile roofing best 1— 1 � LU practices and code compliance visit the Tile Roof Institute's website: Liu Ilk O o Q •"�MStlwww.titeroofing.org O m N [1111, While cement is still wet apply 3 pieces of rein- Afterfirst layerof cement is dry apply second layer forcing fabric strips where felt paper and flashing over reinforcing fabric to finish waterproofing of meet-a 14"strip along the top,and a 10"strip subflashing. along each side. 925-478-8269 www.quickmountpv.com info@quickmountpv.com 2700 Mitchell Dr. I Walnut Creek,CA 94598 Mar-2015,Rev4 Mar-2015,Rev4 BI 7.2.3-13 02015 by Quick Mount PV.All rights reserved. BI 7.23-13 Locus Product Datasheet DIAGRAM - TYPICAL CONFIGURATION ENERGY '3�ME ISM Shielded CATS E is INTERNET LGate / \ RESIDENTIAL SOLAR MONITORING SOLUTION �2M ar. O• cwnrzo Y' 72� 7Y1� • • - • • • ( - I•NIp0R98ft ��� ���11111111 E SERVICE L masmsl • • ' • • • • ••. photovoltaic f 7�M ins i ��M ��� INVERTER(S) LGATE 120 features a smart communications module to automatically 7-/ PV ARRAY transmit meter data over cellular or Ethernet networks \� allowing system owners and operators to easily manage DIMENSIONS distributed solar assets. - - SOCKET METER LOCUS ENERGY METER MODULE METER BASE COMM MODULE i1 6.951n I ° The LGate 120 combines a revenue-grade,solid-state power meter with an advanced communications gateway. 6.31 in These components work in conjunction to remotely monitor the performance of residential solar energy installation n —U I ° regardless of panel or inverter type.The LGate 120 is a one-piece completely under glass meter which installs ywL r 1 easily using a standard socket base.Performance data is uploaded in near real-time to the Locus Energy SolarOS .— 5.46 in monitoring platform which provides a suite of tools and analytics for asset managers. 6.00 in DATA COLLECTION AC energy data is collected by the meter and passed to the communications module.Additional system performance — — — data can be collected directly from meteorological sensors and supported inverters via available RS-485 or Zigbee SPECIFICATIONS connections.All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SolarNOC platforms. DATALOGGER Processor ARM9 embedded CPU Accuracy ANSI 1220(Class 0.2%) OS Custom version of Linux 2.6.OTA firmware updates voltage Inputs 120-480 VAC Memory 128 MB RAM Max.Current Input 200 A NETWORK CONNECTIVITY Display LCD screen Service Type Single phase,60 Hz The communications gateway inside the LGate 120 supports plug and play connectivity through a cellular or available Socket Type 25 Ethernet network connection.Once the unit is installed and powered on,it will immediately begin transmitting data without any configuration.For maximum reliability,the communications gateway will automatically route uploads Enclosure NEMA 3R Type COMPLIANCE between the wireless and wired connections if either of the networks are unavailable. weight 8 oz ANSI 1220 class 0.2% Dimensions 6.95'x 6.5"x 7.3" FCC Part 15B Environment -20 to 60c,all-weather PTCRB warranty 5 year limited warranty AT&T Carrier Compliance FEATURES COMMUNICATION INTERFACE OPTIONS • ANSI C12.20 power meter • Easy,low cost installation Mo4N Number LGaHI]p-IGz LGate12O.3Gy L5at9120-313z • RS-485 and Zigbee inputs • Doesn't require entrance into the building Cellular-3G GSM ✓ ✓ ✓ • GSM cellular or Ethernet connectivity • Plug and play activation RS-485 2 and 4 wire ✓ • Over the air firmware updates • LCD display Modbus ✓ Zigbee ✓ Ethernet RJ-4510/100.DHCP/Static ✓ Single Meter Sockets -Without Bypass Single Meter Sockets -Without Bypass 125 & 200 Amp 125 & 200 Amp Application l • Single meter position -cf • Receive ANSI C12.10 watthour meters • Surface or flush mount(see chart) �. Construction Oil F-Flush Mount 1W=1/4 rII' • ' e- ti • (U)204 MS68-2"Conduit Hub 1A=th I I type 2A th t°(U)207 MS68A-MS73+MS68NEMATYPe3R 4F=2' 11h 1t/4'-1 • ANSI 61 gray E-coat finish 927 MS73-ALScrewType Ring 4G=2Ih, 2" 11h, 11/4' \ • • Aluminum snap ring included SF-Semi Flush Mount _ SS-Stainless Steel Top Provision=See Chart Standards Accessories • UL 414 Listed • 5th Jaw Kit-50365 • ANSI C12.7 • 200ATriplex Ground-ETB200 Oil (closed) U204(open) • AW Hub Knockout Layouts ParUUPc Catalog Amp Service Connections Fig.1 °....a Fig.2 Number Number eating Jaws Typo Access Line Load Neutral 78205142000 011 125 4 10/3W OH/UG 114-2/0 #14-Z/O 114-2/0 Top Provision •..., Top Provision 78205142GAO 011 F 125 4 10/3W OH/UG #14-2/0 114-2/0 114-2/0 78205142D45 011 MS73 125 4 10/3W OH/UG 114-2/0 #14-2/0 #14-2/0 78205142050 011 SF 125 4 10/3W OH/UG #14-2/0 114-2/0 114-2/0 78205144030 927 100 7 30/4W OH/UG 114-1/0 #14-1/0 #14-2/0 7820515600 204 200 4 10/3W OH 16-250MCM #6-250MCM #6-350MCM O O 78205156020 209F 200 4 10/3W OH #6-250MCM R6-250MCM 16-350MCM 78205156030 204 FMS73 200 4 10/3W OH #6-250MCM #6-250MCM 16-350MCM 78205156040 204 MS68 20D 4 10/3W OH #6-250MCM #6-250MCM 06-350MCM _ 78205156035 2D4 MS6BA 200 4 10/3W OH #6-250MCM M-250MCM 46-350MCM �- 78205108490 2D4 MS73 200 4 10/3W OH 16-250MCM 16-250MCM 46-350MCM 4F - 78205156005 U204 200 4 10/3W UG #6-250MCM #6-250MCM #6-350MCM qp 4F 4F 78205156045 UZ04F 200 4 10/3W UG #6-250MCM 16-250MCM 46-350MCM adu ao . 78205156060 U204 FMS73 200 4 10/3W UG #6-250MCM 06-250MCM 16-350MCM 1A 78205156070 U204 MS73 200 4 10/3W UG #6-250MCM 06-250MCM 46-350MCM 78205156140 U207 200 7 30/4W OH/UG 16-250MCM #6-250MCM #6-250MCM 4F 1A ' ' 78205156170 U2D7F 200 7 30/4W UG 16-250MCM #6-250MCM 46-250MCM 782051561BO U207 MS73 200 7 30/4W OH/UG 16-250MCM #6-250MCM 16-250MCM - Part1UPC Catalog Overall Dimensions — Top Knockout Number Number Height Width Depth Provision Layout Fig.3 Fig.4, 78205142000 011 12" B" 45/e" AW Hub Fig.1 - ` 78205142040 011 F 12" 6" 4s/s" 2"max KO Fig.1 Top Provision 78205142945 011 MS73 12" B" 4s/e AW Hub Fig.1 Top Provision , 78205142050 011 SF 12" B" 41/e" 2"max KO Fig,1 78205144030 927 17" B" 41/e' AW Hub Fig.1 78205156000 ZD4 15" B" 45/d' AW Hub Fig.2 7B205156020 204 F 15" 8" 6" 2"max KO Fig.2 7820515603D 204 F MS73 15" B" 6" 2"max KO Fig.2 78205156040 2D4 MS68 15" 8" 45/e" AN/2"Hub Fig.2 4F 0 78205156035 204 MS68A 15" 8" 41/e" AW/2"Hub Fig.2 4G 78205108490 204 MS73 15" B" 41/e" None Fig.2 _ t 78205156095 111 15" 12" 41/s" None Fig.3 -" 78205156045 lCI F 15" 12" 6" (2)2"max KO Fig.3 4G 413 7820515600 U4 FMS73 15" 12" 6" None Fig.3 4F sides 4G �G 78205156070 UM204 MS73 15' 12" 45/e" None Fig.3 78205155140 U207 18" 12" 5" AW Hub Fig.4 AIC Note: 78205156170 U207F 18" 12" 5' 21/2"max KO Fig.4 For short circuit current 413 1W t4G7QZA 78205156180 U207 MS73 18" 12" 5" AW Hub Fig.4 ratings see page 131. B—Line Data subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. Date subject to change without notice.Consult local utility for area acceptance.All dimensions are in inches. B—Line by E:i•N 5 Meter Mounting Equipment Meter Mounting Equipment 6 by E:i•N rs�(POW a ■I!111111111111' Lri- j&Ml 111 ENERGY October 22 t 2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters,respectively. Each of these meters was certified to the ANSI C12.20(class 0.2%)standard by Underwriters Laboratory on June 7,2013 as part of the Vision Meter Family(Project Number 12CA71134,Job Number 1001541515,and Report Number R12CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications. These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety,as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and ; certified professionals,rather than consumers,they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification of any Locus Energy LGate-branded device,please contact us at supportPlocusenerev.com. The Locus Energy Team Locus Energy,LLC www.locusenergy.com A B e C D e E e F G H J 'n O N V 41 N N O LEDGER & TRACK z W < M :3Qv REQUIRED W 0 W W > - Qz LO PATIO COVER ENCLOSURE SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. \� o O C � _ m GENERAL NOTES: � � � Eo N � GOVERNING CODES: � 1. H�E DESIGN COMPLIES WITH THE 2013 CALIFORNIA BUILDING CODE,2013 CALIFORNIA RESIDENTIAL CODE,2012 INTERNATIONAL BUILDING CODE,2012 INTERNATIONAL RESIDENTIAL CODE,AND THEIR APPENDICES AND STANDARDS. DRAWING NOTES: AL ERTAINING TO EACH INSTALLATION(TYPE OF ROOF PANEL,HEADER SPAN,MULLION SIZE AND CONFIGURATION,ETC.)SHALL BE Yc- )QY9( CIRCLED AND CLEARLY IDENTIFIED. .� Y, 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAMEAND ADDRESS OF THE MANUFACTURER. 3 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE,UNLESS OTHERWISE NOTED,AND DO NOT INDICATE THE S 5885 METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES AND PROCEDURES. 5. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPTAT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.THERE SHALL BE NO DEVIATION FROM THEAPPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM,NATURAL,UNDISTURBED SOIL OR CERTIFIED FILL. OF G\LWF� 7. AN ENCLOSED PATIO COVER MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 112INCHES THICKAND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM MULLION LOAD OF 750 POUNDS. DESIGN CONSIDERATIONS: 06/23/16 U. MINIMUM FOR SOLID ROOF PANELS:1/41NCH PER FOOT. 4 9. ENCLOSURE SYSTEM IS DESIGNATED"RIDGED BUILDING"AS DEFINED IN ASCE/SEI 7,SECTION 26.2. / 10. ENCLOSURE SYSTEM SHALL NOT BE INSTALLED IN AREAS NEAR HILLS,RIDGES AND ESCARPMENTS AS DEFINED IN ASCE 7,SECTION 26.2 STRUCTURAL DURALUM V AND 26.8.1. 11. THE ENCLOSURE SYSTEM NOTED HEREIN IS DESIGNED AS AN"ENCLOSED STRUCTURE"IN ACCORDANCE WITH ASCE 7,SECTION 6.5.13. IAPMO 0254 1Z THE ENCLOSURE SYSTEM SHALL CONTAIN OPENINGS AND THEIR COVERINGS AS DEFINED IN APPENDIX I,SECTION 1102.1 OF THE CBCABC,AND ASSUMPTION APPENDIX H,SECTION H 102.1 OF THE CRC/IRC. ENGINEERING FIRM MATERIAL SPECIFICATIONS: , c 13. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN,PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM W A 71U— G/NEER/NG ` ASSOCIATION AND HAVE EQUAL OR GREATER YIELD AND ULTIMATE STRENGTHS. STRUCTURAL ENGINEERING AJOAPPRovu 14. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 RENGTHPOUNDS PER SQUARE INCH. 15. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT.DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS 26M ACERO.SWE M PHONE(M)505.1150 5 PER SQUARE FOOT PER FOOT OF FOOTING DEPTH.(EQUALS 100 PSF/FTx 2 PER SECTION 1804.3.1 OF THE CBCABC). NJSSION wuo.cA Pz6R1 Fax: (74P)SBS-IM 16. EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED,CONFORMING TO ASTM A500,GRADE B. 17. FASTENERS:ALL SCREWS ARE SELF DRILLING(SDS)OR SHEET METAL SCREWS(SMS)IN CONFORMANCE WITH ICC-ES ESR-3006.ALUMINUM STRUCTURAL ENGINEER BOLTS SHALL BE 2024T4;STEEL BOLTS SHALL BE ASTM A-307.ALL BOLTS SHALL HAVE STANDARD-CUT PLATED WASHERS.WOOD AND LAG OF RECORD: DUSDN L ROSE%NIL$EMS SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION, POINTOF CONTACT: ANTHONTTRAM 18. THE POST-INSTALLED ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE SIMPSON STRONG TIE STAINLESS STEELANCHORS, SEE PLANS. jTY (P'')T�I ^^JJ((D. r �55 [ CC 19. INSULATED ROOF PANELS WITH FOAM CORES SHALL COMPLY WITH ICC-ES,UL OR IAPMO•ES�LIySTING°Ft�ulI2E ENTS AND/OR BE 20. CALIFORNIA-FACTORY PLATEAREAS MAY BE SAFETY GLAZED NA ACCORDANCE WITH SECTION 2406 OFLT.iLAFSL.MINGi AND SAFETY DEPARTMENT SITE DESIGN PARAMETERS: E DESIGN LOADS: n, SITE ADDRESS: 21. RESIDENTIALAPPLICATIONS-CBC/IBCCHAPTER16,APPENDIXCHAPTER1,CRCARCAPPNDIYOWRROVAL 0-1cN 3 0 # A ROOF LIVE LOADS:10 psf,20 psf,25 psf(SNOW LOAD AT GROUND)AND 30 psf(SNOW LOAD AT GROUND).SNOW DRIFT AND SLIDING, REVISIONS IN ACCORDANCE WITH ASCE 7,SECTIONS 7.7 AND 7.5,HAVE BEEN CONSIDERED IN THE DESIGN OF THE ENCLOSURE SYSTEM. �y-�,.. ¢.>• Lpr Q'(„j '� WIND LOADS:110, R MULLIONS 1N MILES PER HOUR,EXPOSURES B AND C.WINDOW AND �q pl,µ� j, SEISMIC LOADS'. CLASSIFICATION D SEISMIC DESIGN CATEGORY D,R SURE ZONE 4 AS 11 25. t L V I t.' [�GJ jFt�30.4 . rot 22. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH CBCABC SECTIONS 1605.3. �f Y ^ SPEED 8 EXPO RE: 24. OCCUPANCY CATEGORY II,RISK CATEGORY:11. DATE NOTES:ALL COMPONENTS ARE INTERCHANGEABLE UNLESS OTHER WISE NOTED. `Approval cf these plans s ROOF/SNOW LOA : ' /^ osTEI JOB# 1s1ws hall innstnled to be a permit for,Oran w �� DATE OFTS'16 approval of,any iolatien of any alcnsions of the federal,state or city regulations and ordinances. This se:;,f apwrl ed plans must he kept on the DHAN4 BY M until completion, t ECRED GM g 5 S TITLE SHEET, DESIGN LOADS, E GENERAL NOTES t O R oOFwaxEErs 1 A B 0 0 E F G H 2-INCH ENCLOSURE SYSTEM SHEETS 1 THROUGH 12 2 N f 1/2"S.D.S. o TOP 8 BOTTOM TRACK .D. PLATE WASHER EXTRUDED OR W cCo o OPRENE INSERT R.F. FASCIA Z w m co SHALL BEAR FIRMLY ON #14 S.D.S.W/ 1/2" 12"O.C. #10 S.D.S.AT 8"O.C. l4 APPROVED PATIO MULLION PRIOR TO WASHER AT 8"O.C. Z 5 U COVER ROOF, INSTALLATION W U p X MAY BE SUPPLIED ;':.'° O Q OF FASTENERS APPROVEDBY OTHERS ?• I w wPATIO COVER ROOFLL1 QLo EXISTING APPROVED oMTOP CHANNELAPPROVED ENCLOSABLE INSULATED PATIO COVER N g c'`o#14 S.D.S.AT TOP, ROOF PANEL STRUCTURE (4)#14 S.D.S. EA. SIDE a' OF WALL MULLION BOTT., MID-HEIGHT, (8 PER MULLION, 16"O.C., EA. SIDE TYP. �pFESSI p�C TOP TRACK MAXIMUM, STAGGERED) TO SPICE DIRECTLY K !� OVER MULLION SECTION (B) co 3 TOP CHANNEL INSULATED ROOF PANEL CHANNEL AT FRONT WALL HEADER FILL AT EACH SIDE WALL BEARING WALL SYSTEM S 5885 PANEL 3 24" MAX. 24' 0"MAX *` NOTE:SEE SHEET FOR MIN LIP RATIO AND ROOF A OVERHANG PROJECTION IF CAO\� HANGER FASTENERS TO(E) STRUCTURE B 1 E (I t BAY WINDOW 06123116 s 4 6 J DURALUM oz OIH. r r r r r r r ¢ r • 2 D IAPMO 0254 z w r r r 000R r r r r C r 3 + N ASSUMPTION a w $ a � 0 � 1 PHIAPPROVAI . i STANDARD PANEL PA I I SEE FOR MULLION WIDTH:24",36",42"OR 48" STANDARD PANEL —III_--lll OPTIONSONS,, CH CHANNEL AT WALL, �"�gF s SEE TABLE W, SHEETS 5-12. WIDTH:24", 36",42"OR 48" CORNER MULLION AND ROOF (k BOTTOM TRACK USE MULLION(DAT SEE TABLE W SHEETS 5-12. PANEL HANGER SPLICE 8"MIN. FROM ENCLOSURE CORNERS VERTICAL CHANNEL FRONT BEARING WALL ELEVATION SIDE WALL ELEVATION KICKPLATE FILLER PANEL t EXISTING RESIDENCE $ a s (4)#14 S.D.S. EA.SIDE (2)3/8"0"STRONG BOLT 2 SS i �. OF WALL PANEL 6"MAX. FROM EA.SIDE + I 1 �� REvisioHY�' e �a (8 PER PANEL, 16"O.C., OF MULLION (2 PER PANEL) + I I ♦- MAXIMUM, STAGGERED) F + ,4 F :~s * y1 NOTE: UP RATIO SHALL COMPLY WITH FASTENER ve OPTIONAL j a �z p 4 ; a �j AND RATIO LIMITS SHOWN ON SHEET 25. DOOR *A '40 S w I LOCATION I ��. ..�.. •. N Q O I EJOB Q ' .'.� w g — 1 NOTE:6'-0" MAX.WIDTH TEMPERED GLASS SIDE �` asa u+ors y �' .'.�• ' o W j SLIDING DOORS MAY BE INSTALLED IN END WALLS �, I DATE oazv,s i :.,.;. �., .•: w a 1 WHERE SOLID PANELS ARE PERMITTED. FOR 6'-0"MAX. . �'•' • 04 0 i SLIDER IN BEARING WALL SEE TABLE'B', SHEET 12. DRAm BY AT § o_ I EXIST. CONC.SLAB IN GOOD 1 36"X 80" DOOR i CHECKED GM 1 CONDITION (3-112"THK. MIN. i 1 OR 1-1/2 TIMES THE ANCHOR 1 i 2 INCH EMBED DEPTH,WHICHEVER � ENCLOSURE SYSTEM SECTION IS MORE RESTRICTIVE) 1 --------------______________________________ _ 1 BEARING WALL SYSTEM L"MAX. LENGTH PER THE REQUIREMENTS OVERHANG VARIES OF THE APPROVED PATIO COVER DRAWING TO24"MAX. ROOF PLAN 1 OF 305HMS A B 0 D E F G H 1 2.280 0 oN 1.500--{ /� 010X9D° 075 .4 o Q0 SERRATIONS 135 tu CD" N o _1 yip R .030(2) Z W M crm 1.170 22.5° Q v 0.065 5 O 0.127� 2.000 ^ n P 30° 079 4�1 0 O X 059 FULL R.(5) .390 \ 0 0.141 � uJ LL 00 0 o Q Z 2� o o o � I f- 0.760 p 0 -71 2 O ro p Lo 0 0.050 uoi CO o 0 0.104 0 N N 0 o I (2) N R .035 L v 0 0.060 ^ 0.130 o TYP. .165 -� CD 0 0.045 D.100L R .031 (3) .103 �pFESSIOyq .165 0.850 0.865 .229 .01 DX90° 0.250 K 7 a y p4 _ / (2PLCS.) L (2) 080 ��\ S 588� 9 \/ R .121 + 777 � 0.200 FULL R. 0.250 �-- WINDOW SIDE CHANNEL (5) BAY "H" TOP CHANNEL (BEARING WALL) TOP CHANNEL COVER EOF CAOF ALUM.ALLOY 6063-TS ALUM.ALLOY 6063-T6 ALUM.ALLOY 6061-T6 ALUM.ALLOY 6063-T6 2.500 06/23/16 4 2.110 �.1I 0.650 1.200 --1 0.650 2.010 DURALUM I IAPMO 0254 o ASSUMPTION -T ^ ID.MARK 2.265 0 (DEEP) pHJAPPROVA N .390 .905 .500 o m o s 0.180 _ .075 N N 4g° .360 TYP. � 0.115 .150 0.220 0.145 .153 � 0.090 --I R .250 v .02 2.000 0.080 TYP cq 0657 .403 .029 R. o MALE "H" CHANNEL SR POST S u on ALUM.ALLOY 6061-T6 ALUM.ALLOY 6063-T6 {°{ REVISIONS a m o R .015 00 1.115 o DP(2) u? 0.700 330 g 0.225 FULL R. (11) 0.180(2) FULL R. (17) 0.205 0.090 0.335 4STEu0Ba buns 0.150 0.150 ' .06s DATE Bwcvis 345 1.440 .320 V CD - +--- ORAYM BY AT i 2.105 0 o 0 3 D.o62 .D75 CHECKED GM y WINDOWSILL 4i s ALUM.ALLOY 6063-T5 100(2) 2 INCH } 0.050 0.s25 R0.020(4) ENCLOSURE SYSTEM s B .010 DP.X 90°(5) 0.450 r SERRATIONS(2 PLCS) 1 A25 z WINDOW INSERT GLAZING CHANNEL 2 ALUM.ALLOY 6063-T5 ) 2 OF K SHEETS A B C p E F G H J 2.265 2.202 W N co L0 N o 2 w rn m 2.025 - -{ H Q 0.275 0.905 0.500 W to O x R.055 j LL 2.139 _ (2)0.312 --I �-- U o 2.015 Q O 0 IFT " � 3 � � 1 1E nU( � o � R.031 � N � o in .075 0.743 ` c O 0 0.475 0.055 N No �OFESSIgy9� 0.380 .010X90° 49 3 �-2.105 (6) c� R0.031 0.062 S 5885 WINDOW HEAD CHANNEL (4) TYR ALUM.ALLOY 6063-T6 EQUAL "H" CHANNEL ALUM.ALLOY 6061-T6 OF cnt.�Fcf� 0.089 010X.010R 2.403 (2) I 06123/16 0.050 2.945 -{ R0.094 R0.025(6) R0.038(2) 30° CORNER CHANNEL CHANNEL DURALUM ALUM.ALLOY 6063-T6 IAPMO 0254 �X90* � ASSUMPTION 0.310 0.226 0.085 .010DEEP±.024 0.050 0.238 3.02 0.105 2.260 AHJAPFROVAL ±.024 3.900 5 2.470 0.750 2.400 RACEWAY "H" CHANNEL COVER ALUM.ALLOY 6063-T6 .375 .010X90° 0.070(� r.19D 1.200 (5 PLCS.) 0.070 2 178 I t .020X45* 055 I 0.056 R0.172 17 .0650(2) (2 PLCS.) .0650(2) TYP. I (2) ) 6p 2280 2.280 .055 REVISIONS 3 2.140 2.140 v TYP. o $ I I an 3 0055� � - o I 0.0551 .313 --I N N 45° 0.250 I s 15° T o0 15° T oo 'R .313 �-� m 'c? i .150 4STEL JOB# I&ID75 rn T O I O O DATEBN2Y16 T - 2.125 -� I .125 DRAMBV AT 0 313 .01OX90° .313 0.100 (2) 010X90° 1.976 CHECKED GM rJ 1.140 (3) .087 2.254 3 1.140 j 1 21NCH BOTTOM CHANNELS TOP CHANNEL RACEWAY "H" CHANNEL ENCLOSURE SYSTEM B J ALUM.ALLOY 6063-T6 ALUM.ALLOY 6063-T6 ALUM.ALLOY 6061-T6 I: 30FWSHEUS 3 A e D 0 E F G H i J 1n u O NOTE: Z N -MALE!BAY"H"/MALE, USE SECTION 3 FOR VALUES. 2.740 O #14 SDS AT 8"O.C. -MULLION COMBINATIONS FOR USE N 3 FOR A. rk N N o -SEE SHEETS 6 THROUGH 13 FOR MULLION HEIGHTS. (6 MIN. PER PANEL) Z w M b) CORNER FILLER PANEL T=.060" Q CHANNEL 0, O x EXISTING SDS25412 AT 32"O.C.- O � Q EXTERIOR WALL VERTICAL TO(E) STUD FASTENERS, SEE N w j SHEETS THROUGH. U o #14 S.D.S.AT TOP, 4/ (3 MIN. PER STUD) o M ZO Lo BOTT.,AND 32"O.C., Q EA. SIDE TYP. APPROVED 3"OR 4" o m o INSULATED ROOF PANEL N N g w FILLER 't PANEL CAULKING #14 S.D.S.AT TOP, BOTT., MID-HEIGHT, #14 SMS AT 8"O.C. EA. SIDE TYP. I- 1.880" (6-MIN. PER PANEL) FESSI ! CORNER CHANNEL n CHANNEL AT WALL(D� I.R. HANGER E Y, 3 ALUM.ALLOY 6063-T6 S 5885 EQUAL"H"CHANNEL EQUAL"Id" * t MALE"H"CHANNEL OF �0 pc� RACEWAY "H" 06123/16 4 DURALUM FILLER PANEL IAPMO 0254 WINDOW FILLER PANEL ASSUMPTION SIDE FRAME FILLER PANEL WINDOW SIDE FRAME WINDOW SIDE FRAME AHJ APPROVAL SECTION SECTION 2 SECTION 3 6 EQUAL"H"W/WINDOW FRAME&SOLID PANEL RACEWAY"H"CHANNEL EQUAL"H"/MALE"H"CHANNEL WINDOW FRAME AND SOLID PANEL TO MULLION SEE NOTE SECTIONQI AT MATED MULLIONS: FASTEN MULLIONS (TYPICAL, UNLESS NOTED OTHERWISE): TOGETHER WITH#14SDS AT 32"O.C. MAX, EA. #14 S.D.S.AT 32"O.C. MAX.WHERE WINDOW OCCURS& SIDE, STAGGERED(4 MIN. EACH SIDE, 8 32"O.C. MAX WHERE PANEL OCCURS EACH SIDE, TYP. TOTAL AT EACH MULLION TO MULLION) (STAGGER FASTENERS) (4 MIN, EA. SIDE OF MATED CONNECTION,8 TOTAL) S 6 `k RE SIOA:S ? RACEWAY "H" FILLER PANEL EQUAL"H"CHANNEL MALE SR POST FILLER PANEL + "H"CHANNEL MALE"H"CHANNEL MALE"H"CHANNEL 3 48TEl JOB 161076 6663 64TE ON]Y16 y9 1 DRAWN BY AT 3 CHECKED GM i MALE"H"CHANNEL FILLER PANEL WINDOW SIDE FRAME WINDOW EQUAL"H"CHANNEL SIDE FRAME 2 INCH WINDOW SIDE FRAME ENCLOSURE SYSTEM e 3 SECTION 4 SECTION 05 SECTION 6 MALE"H"/RACEWAY"H"/MALE"H" MALE"H"CHANNEL/EQUAL"H"/MALE"H"CHANNEL EQUAL"H"/SR POST/EQUAL"H" SEE NOTE SECTIONQ3 SEE NOTE SECTIONQ3 SEE NOTE SECTIONQ3 4 4 OF 3k SHEETS A o B C D E F G H J 2 � p r W C) W m co O TABLE A: L.L. = 10 PSF BEARING WALL SYSTEM EXP. B & C W/ WINDOW CHANNELS i ' 10 EQUAL "H" CHANNEL 2O RACEWAY CHANNEL Of Lu o U- �o H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING U o 3 11O MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH Q O ~ 24" 36„ 42„ 48" 24„ 36„ 42" 48" 24„ 36" 42" 48" 24„ 36" 42„ 48' 24„ 361, 42„ 48" 24„ 36" 42" 48" cc) Fri a 10' " T-9" 6'-11" - 9'-5" T-1" 8'-10" - - - "_ 10' "- 9'-2"'- 18'2" o o- - "12-4 49.4" 7'-0" 1019" -09'0" 71 ' - T- 10'-7' 8'-2" 7'_5" 9'-8 M T-6" 5' 10'-1" T-6" - - 9'-2" - - - 8'-7" - - - 12'-0" 9,-4" 8'_9,• T4" 10'-7" 8'-10" 7'-9" TO" 10'-0" 7'-10" T-1" 9'-4 - - - 8'_5" - - - - 7 8" - - - 114" 8'-8" 7 7" 6'-10' 10'-T 7 9" 7-2" - 6' 9'-8" 7'-3" - - 8'-1111 - - - 814" - - - 12'-0" 8'-10" 7'-10" T-0" 11'-2" 6'-6" 6'-11" - 10'-3" 7'-7" 74 _ _ _ 11'-1" 8'-5" -7 10' - 10'-3' 74" - - 9'-3" T-1" 7 9'_5' - - - 8'-0�� - - - 8--2" - - - 12'_0" 18'-6" WT,3" 10, 7'_13" _ _ 9'-9" UAW8'-7" - - - 8'-0" - - - T_2" - - - 10'-9" '-11' T-1" - - '-0"3 8� 9'-0" - - - 8,4�� - - - 7'-1 " - - - 11'_T' " T-5" _ _ 9'-5" - - - S5885 8' 2,� - - - 797'_0•' - - - 10'-a" '-2" - - - 6'-9.•9 8,_91. 7'_11" _ - - 7-3" - - - 11'_3„ „ - - - 9'0"710" - - - T_1" - - - 6'-10 ,_9.' -10 8'-0" 7'9�� - - - T1 - - - 11''a" - 8'-10" OF ��1, „ ' ' 98,� _ ,_7" _ _ _ 7'-10" _ - - 11' 7- 11" - - - 7'2" - - - 6'-11" - - - 10,_2" B _ 9.1 - - - '7 06/23/16 8'-11" - - - 8'-4 - - - 7_8" - - 7'4" 7_0 - - - - - - - 9'-101, - - - 8'-101, - - - 81-0" - 12' 6'-11' - - - - - - - - - - - 6'_9" - - - T-9" - - - T-6" - - NON- 10'8" B'-1" T4" - 9'-9" T-0" - - 9'-1" 12'-0" 10'-6" 9'-7" 8'-7" 12'-D" 9'-6" B'-6" T-10" 11'0" 8'-6" T-11" 7'-1 DURALUM BEARING 9'-7" 7'-5" - - 8'-10' - - - B'_i" - - - 11'-10' 9'4" 8'-5" B. 10'-10' 8'-5" 7'-8" 7'-0" 10'-0" 7'-9" T-a" - IAPMO 0254 O EQUAL - MALE H CHANNELS ® MALE H _ RACEWAY H _ MALE H ASSUMPTION o H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING MJ APPROVAL DO 3 11O MPH 120 MPH 130 MPH 11O MPH 120 MPH 130 MPH 5 ~ 24" 36" 42" 48" 24" 36" 42" 48" 24" V36" 42" 48" 24" 36" 42" 48" 24" 36" 42" 48" 24" 36" 42' 48" 4, 12'-0" 11•-6" 10'-7" 9,_9" 12'-0" 10'-6" 9'-7" 8'-11" 12'_0" 8'-11" 8'_2" 12'-0" 12'_0" 12'-0" 12'_0" 12'0" 12'_0" 12'-0" 12'_0" 12,_2" 12'-0" 12'0" 11'-2" 12D" 10'4" 9'-6.1 8'-10" 12'0" 9'6" 8'8" 8' 1" 11'0' 8,_8" 7' 12'-0" 12'-012'-012'-0" 12' 12'0" 11'-10' 11'-1" 12'-1" 11'-0"5' 12'-0" 11'4" 10'7" 9'_8„ 12'0" 10'4" 9'7" 8'-11" 12'0" 8'-10.. 8'-1" 12'-0" 12'0" 12'-0" 12'_0" 12'0" 12'-0" 12'0" 12'-0" 12'-0", 12'_0" 12'-0" 11'-3" 120" 10-4 96" 8'-9" 120" B5" B'-7" 8'-1" 10'-10' 8,_8" 74" 12'_0„ 12'_0.. 12,_0" 12'-0" 12'_0'. 12'-0" 11'-10' 11'-0" 12'-0" 10'-1011'-0" 10'2"6' 12'0" 11'_3" 10'6" 9'_8" 12'-0" 10'-6" 9'-6" 8'-10" 12'0" 8'_9" 8'-0" 12'-0" 12'-0" 12'-0" 12'_0" 12'-0" 12'-0" 12'0" 12'-0" 1z'0" 12'-0" 12'0" 11'-2" 12'-0" 104" 9'-5" 8-8 12'-0" 95" B'-7" 8'-0" 10'-10' 7'-11" 7'4" 12-0" 12'-0" 12'-0" 11'-10" 12'-0" 12'-0" 11'-9' 10'-10" 12'-0" 10'-10 10'-10" 101"7� 12'-0" 11'4" 70'4" 9'-6" 12'0" 10'-6" 9'-6" 8'9" 12'-0" B'-9" 8'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-1" ; 12'-0" 10'4" 95" 8'-8" 12'-0" 9'-5" 8'-6" 8'-0" 10'-9' 8'-7" 7'-11" T-3" 12'-0" 12'-0" 22'-0" i t'-9" 120„ 11._9" 11'-8" 10'-9" 12'-0" 10'-9" 10'-9- 9'-11" 5 $� 12'-0" 114" 10'4" 9'-7" 12'-0" 10'4" 9'-6" 8'-8" 12'-0" 9'-7" 8'-8" 8'-1" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-9" 12'-0" 12'-0" i t'-1 " i t'-0" i 12'-0" 10'-3" 9'4" 8'-7" 11'-8" 9'4" 8'-5" 7'-11' 10'-10' 8'-7" 7'-10" 7'-3" 12'-0" 12'-0" 12'-0" 11'-8" 12'-0" 71'-9" 11'-7" 10'-8" 12'-0" 10'-8" 101-8" 9'-10" REvislDxs 12'-0" 11'-3" 10'-3" 9'-6" 12'-0" 1D'4" 9'-5" 8'-6" 12'-0" 9'-7" 8'-7„ 8,-1" 12'-0" 12'-0" 12'_0" 12'-0„ 12,-0" 12'-0" 12'_0" 11'_8" 12'-0" 12'_0" 11._9" 10'-9" 9 12'-0" 10'-2" 9'-3" 8'S" 11'-8" 9'4" 8'-7" 7'-11' 10 8'-6" 7'-10" 7'-2" 12'-0" 12'-0" 12'-0" 11'-7" 12'-0" 11'-9" 11'fi" 10'-7" 12'-0" 10'-7" 10'-7" 10' 12'_0" 11'-3" 10'-2" 9,_5" 12'-0" 10'-3" 9'4" 8'-7" 11,-1 „ 9'-6" 8'-7" 8'_0" 12'-0" 12'-0" 12'-0" 12,-0" 12'-0" 12,_0" 12'-0" 11'-7" 12'-0" 12'_0" 11'-7" 10'-8" 12'-0" 10'-z" 9'_3,. 8'-6" 11•_8" 9'-3" 8'-6" 7'-10' 10'-9' 8'-6" 7'-10" T_2" 12'-0" 12'-0" 12'_0" 11._8,. 12,_0" 119„ 11'-7" 10'-B" 12'-0" 10'-6" 1D'-6" 9'-11" $ 11' 12'-0" 11'-2" 10'-2" 9'4" 12'-0" 10'-3" 9'4" B-6" 11'-1 „ 9'-5" 8'S" 8'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 71'-8" 12'-0" 12'-0" 11'6" 10'-7" asTEL JOB s ms 12'-0" 10'-1" 9'-2" 8'-5" 11'-8" 9'-3" B'-6" 7'-10' 10'-10' 8'-5" 7'-10" 7'-1' 12'-0" 12'-0" 12'-0" 11'-0" 12'-0" 11'-8" 11'-6" 10'-7" 12'-0" 10'4" 10'-7" 9'-10" T 12, 12'12,-0.. 11 70�_1�� 10 B' 1�� 9 8'-0„ 121��_B„ 10 9�_2�� 9 a8�_51� 8��_9„ 11 10'-9 9 5B-5" 6 67'_9„ 8-0T-1 12 2'_0,' 1217-0,' 1212'_0" 121 VA" 12 t2-_0" 1211-7„ 11 11'4' 1t 10'_6" 1217_0"� 11'-70'-, 11'-10'7 10'-91-9 DATE ovals � NON- 12'-0" 11'-6" 10'-6" 9'-9" 12'-0" 10'7" 9'�" 8'-11" 12'-0" 9'-8" B'-10" 8'-6" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-3" DRAWN 6Y AT BEARING 12'-0" 1D'4" 9'•0" 8'-10" 12'-0" 9'-6" 8'-9" 8'-2" 11'-0' 8'-9" 8'-0" 7'-5" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11•-1" 12'-0" 12'-0' 11'-0' 10'-3" CHECKED Gm { o 1 FIGURE INDICATES EXPOSURE B� 2 INCH i FIGURE INDICATES EXPOSURE C ENCLOSURE SYSTEM v 3 j i 5 5 OF 30 SHEETS A B c D E F G N I J 04 W to Lo 04 N O Z W m co 2 ♦— Q m � C) o TABLE A: L.L. = 10 PSF BEARING WALL SYSTEM EXP. B & C W/ WINDOW CHANNELS win & - = O5 MALE - EQUAL - MALE "H" CHANNELS © EQUAL "H" - SR POST - EQUAL "H" c>0 CD o I ~ - H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING , 110 MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH N rn ~ 24" 36" 42" 1 48" 24" 36" 42" 48" 24" 36" 42"' 48' 24" 36" 42" 48" 24" 36" 42" 48" 24" 36" 42" 48" ` rn 4' 12'-0" 12'-0" 12'-0" 11'9" 12'-0" 12'-0" 11'8" 10'-1 " 12'-0" 11'-7" 10'-9" 9'-11" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-7" 10'-B" 12'-0" 11'-6" 10'-7" 9'-9" 12'-0" 10'-8" 9'-7" 8'-11" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 51 12'-0" 12'-0" 12'-0" 11'9" 12'-0" 12'-0" 11'8" 10'-9" 12'-0" ill 7" 10'-8 9' 10" 12'_0„ 12'-0" 12'-0" 12'-0" 12'C)" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" QRpFESSlpyq( 12'-0" 12'-0" 11'-6" 10'-7" 12'-0" 11'-6" 10'-6" 9'-8" 12'-0" 10•_7" 9'-8" 8'-10" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 6, 12'-0" 12'-0" 12'-0" 11'8" 12'-0" 12'-0" 1'_7" 10'-8" 12'-0" 1'-7" 10'-8" 9'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0', 12'-0" 12'-0" y '� 3 12'-0" 12'-0" 11'-4" 10'-7" 12'-0" 11'-4" 10'-4" 9'-10" 12'-0" 10'-6" 9'-7" 9'-D" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12,_0" 12'-0" 12'-0" S 5885 7� 12'-0" 12'-0" 12'_0" 11'7" 12'-0" 12'-0" 1'-6" 10'7" 12'-0" 11'7" 10'-7" 9'-10" 12'-0• 12'-0" 12,_0" 12,_0" 12'-0" 12'_0„ 12•_0" 12,-0„ 12,_0„ 12'_0•' 12'_0" 12,_0„ 12'_0„ 120" 11'-4" 10'-8" 12'-0" 11'-4" 10'-6" 9'-9" 12'-0" 10'-6" 9'-8" 8'-11" 12'-0� 12'-0" 12'-0" 12'0" 12'-0" 12'-0"' 12'-0" 12'-0" 12'-0" 12,-0" 12'-0" 12' 0" w . $� 12'-0" 12'-0" 12'Olt 11'6"fi12 0" 12'-D" 1'-4" 10'-7" 12'-0" 11'7" 0'-6" 9' 10" 12'-D" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" " 12'-0" 12'-0" 11'-3" 12'-0" 11'-3" 10'-6" 9'-8" 12'-0" 10'-4" 9'-8" 8'-10" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-D" 12'-0" 12'-0" 12'-0" F OF C4L1E� 9, 12'-0' 12,_0„ 12,_0„ 11'7" 0„ 12,_0„ 11,-0„ 10'8" 12,_0•, 11'6" 10'6" 9•_9,• 12'_0„ 12,_0•, 12'_0„ 12,_0„ 12,_0" 12,_0„ 12,_0" 12,_0„ 12,-0„ 12•_0„ 12'_0" 12,_0" 12-0" 12'-0" 11'-4" 12'-0" 11'-3" 10'-4" 9'-7" 12'-0" 10'-4" 9'-7" B'-10" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"' 12'-0" 12'-0" 06/23116 ,�O, 12'-0" 12'-0" 12'-0" 11'-70" 12'-0" 11'-6" 10'7" 12'-0" 11'�" 0'-7" 9'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" n 12'-0" 12'-0" 113„ 12'-0" 11'-2" 10'-4" 9,_7- 12'-0" 10'-6" 9,_7" 8'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11' 12'-0" 12'-0" 12'-0" 11'-60" 12'-D" 1'4" 10'-6" 12'-0" 11'4" 10'$" 9'-9" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0' 12'-0" 12'-0" DURALUM 12'-0" 12'-0" 11'-3" 12'-0" 11'-3" 10'-3" 9'-6" 12'-0" 10'-6" 9'-6" 6'-6" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" IAPMO 0254 12' 12'-0" 12'_0" 12,_0 10'-40" 12_0' 11,_3„ 10,_6„ 12'-0" 1_3 0 6„ y_8" 12,_0" 12'_0" 12,_0, 12'_0" 12,_0" 12'_0' 12'_0, 12'_0" 12'-0, 12,_0, 12,_0, 12,_0' 12-0" 12,_0, 11'-2" 12'-0" 11'-3" 10'-2" 9,_5.. 12'-0" 10'�" 9'-5" 8'-8" 12'-0" 12'-0" 12'-0" 12'-0" 12'-D" 12'-0" 12'-D" 12'-0" 12'-0" 12,_0" 12'-0" 12'-0" ASSUMPTION • NON- 12'-0" 12'-0" 12'-0" 11'-9" 12'-0" 12'-0" 11'-8" 11'-0" 12'-0" 1'-1 „ 10'-10" 10'-1" 12'-0" 12I Y. 12'-0' 12,_0" BEARING 12'-0" 12,_0„ 11'-7" 10'-9" 12'-0" 11'-6" 10'-7" 9'-9" 12'-0" 10'-8" 9'-8" 9'-0" 12'-0" 12'-0" 12'-0" 12'-D" 12'-0" 12'-0" 12'-0" 12'-D" 12'-U" 12'-0" 12'-0" 12'-01. AHI APPROVAL 6 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C 1 TRIBUTARY WIDTH TABLE PROJECTION 6 CLEAR SPAN (FT.) � Q.H. 6 7 8 9 10 11 2 3 14 1s 6 7 18 9 20 21 O.H. I CLEAR SPAN RE ISIONS 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 B 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 � 2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 NP TRIBUTARY = 3' _ 7 7 8 8 9 9 10 10 11 11 12 12 NP NP NP TRIBUTARY 1/2 SPAN + O.H. i - - - 9 9 10 10 11 11 12 12 NP NP NP NP NP WIDT t ODAS LJOB# OB'M6 I 4' 5' - - _ - - 11 11 12 12 NP NP- NP NP NP NP I NP DROWN BY AT NP-NOT PERMITTED-SITE SPECIFIC ENGINEERING REQUIRED cREWD Gm 2 INCH 3 NOTE: TRIBUTARY ON MULTIPLE SPANS IS ENCLOSURE SYSTEM 6 EQUAL TO CENTER SPAN TO CENTER SPAN i 6 r 6 DF 36 SHEETS A B D D E F e G H I J O CV CD W o6' � W N co O 2 W M M ~ Q V TABLE A: L.L. = 20 PSF BEARING WALL SYSTEM EXP. B & C W/ WINDOW CHANNELS W U o X W W u- Q= O EQUAL "H" CHANNEL O2 RACEWAY CHANNEL 1�CJ W - 0a H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING 1� Q p m `Lo- o 11O MPH 120 MPH 130 MPH 110 MPH 120 MPH 130 MPH ocr) 0 24" 36" 42" 48" 24" 36" 42" 48" 241' 36" 42" 48" 24" 1 36" 42" 1 48" 24" 36" 42" 48" 24" 36' 42' 48" m U) o 4 y,_g„ 7,,�„ _ _ 9•_p — — — 8'-5" — — — 12'_0" 8'-1 " 7'-11„ 7'_1" 11'_3" 8'-7" 7'-6" — 10,_3„ 7'-7" — — N ai 9._2„ — — — 8'3" — — — 7._5,. — — — 11,_t.. 8'-6" T-4" — 103•• T_5" — — 9._3.. 7'-1" — — rn 51 9'4" — — — g-0„ — — — 8' 1" — — — 11,_t . 8'-5" 7'-2" — 10'_9„ 7-T' e g,4�� — — — T-11' — — — T_2„ — — — 10,_g„ 7'-6„ - 61 8'-10" — — — 6'-0" — — — 7'-5" — — — 1V-4" 6'-11" — — 10'-2" 6'-11.1 — — 9'-11. — — — �pFE6S 14yq( 7'-11" 10'_1„ 6'-10" — — 8'-10" — — — 88„ — — — 7 8-4 — — — 7--9" 6'-11' — — — — — — — 9'-7., — — — 8,_8„ — — — T.10. 7 mz S 588 $ '-9" — — — T-1" — — — — — — — 9'-7 T' — — — 8'-11" — — — 8'-1" — — — 7-101 9' 8'-8" - - - T-10" - - - 7-1„ - - OF CAO� 10 _ _ _ _ _ _ _ _ _ _ _ _ 7•_7• _ _ _ 6'-10' _ _ _ _ _ _ _ 11' _ _ _ _ _ _ _ _ _ _ _ _ 7•�•• _ _ _ _ _ _ _ _ _ _ _ 06123/16 a — — — — — — — — — — — — — — — — — — — — — — — — 12' DURALUM NON- 10'-3" 7'-8" — — 9'�} 7'-0" — _ 8'-g" _ _ — 12'-0" 9'-1 9'-0" 8'-1" 11'-9" 9'-D" 7'-11" 7'-3" 10'-9" 8'-2" 7'-7" — IAPMO 0254 FARING 9'-3" 6'-11" — — 8'-6" — — — T-10" — — — 11'-7" 6'-11' T-9" 7'-z° 10'-6" 7'-n' T-4° — s'-T' T-5" — — ASSUMPTION ° a= EQUAL - MALE "H" CHANNELS ® MALE "H" - RACEWAY "H" - MALE "H" m° H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING H-CHANNEL SPACING 5 w 110 MPH 120 MPH 130 MPH 11O MPH 120 MPH 130 MPH 2T 36" 42" 1 48" 24" 36" 1 42" 48" 24" 1 36" 42" 1 48" 24" 36" 42" 48" 24" 36" 42" 48" 24" 1 36" 42" 48" 4 12'-0" 11'-3" 10'-6" 9'-9" 12'-0" 10'-7" 9'-7" 8'-10" 12'-0" 9'-8" 8'-9" 8'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'_0" 12'-0" 12'_0" 12'-0" 12'-0" 2,_0" 11'-2" 12'-0" 10'4' 9'_6„ 8'-8" 12'-0" 9'6" 8'7" 8'-1" 10'-10" 8'-8" 8'-0" 7'-4" 12'_0" 12,_0„ 12,_0., 12,_0„ 12'-0" 12._0" 11'-10" 11'-0" 120" 11'-9" 10'-10" 10'-1" ° 5, 12 0" 11'-6" 10'-4" 9'-7" 12'-D" 10'-6" 9'-0" 8'-9" 12'-0" 9'-7" B'-9" 8'-0" 12'0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-D" 11-1 12'0" 12'-0" 12'-0" 11'-0" 12'-0" 10'-3" 95" 8'-7" 11'-6" 9'-5" 8'-6" 6'-0" 11'-0" 8'-7" 8'-0„ 73" 12'-0" 12'_0„ 22'-0" 11'-9" 12'-0" 12'-0" 11'-8" 10'-9" 12'_0" 11'-9" 10'-9" 9'-11' 6, 12'-0" 1 t'-4" 10'-3" 9'-6" 12'-0" 10'-4" 9'-5" 818.1 12'-0" 9'-7" 8'-8" 8'-2" 12'-0" 12'-0" 12,_0" 12'-0" 12,_0" 12'_0" 12'-0" 11'-9" 12,_0" 12'-0" 1'-9" 10'-1 " 1 12'-0" 10'-3" 9'-4" 8'-6" 11'-8" 9,-4" 8'-5" 7'-11" 11,_0., 8,-6„ 7'-11" 7,_2" 12'-0" 12'_0„ 22'-0" 11'-7" 12,_0„ 12,_0" 11'-6" 10'-7" 12,_0,• 11,_8„ 10'-8" y,_9„ ! 3 71 12'-0" 11'-3" 10'-2" 9'-5" 12'-D" 10'-3" 9'4" 6'-7" 11' 1 " 9'-6" 8'-7" 8'-1" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-9" 12'-0" 12'-0" 11'-7" 10'-8" s 12'-0" 10'-2" 9'-3" 8'-5" 11'-8" 9'-3" 8'-6" T-10" 10'-10" 8'-6" 7'-10" T-2" 12'-0" 12'-0" 12'-0" 11'-8" 12'-0" 12'-0" 11'-7" 10'-8" 12'-0" 11'-7" 10'-6" 9'-11' p 12'0"- 11,_2" 1 ' 1" 9'4" 12 0'-2" 9'-3"- 9'-5" 12'-0" 12'-0" 12'-0"'- 12'-0"'- 12,_0",_ 12,_0, 12'-0" 11-7" 12'- 12'-0" R ISMNSS' 120" 09'-2" 8'-6" 11'-8" 9'-2" 85" 7'-9" 10'-B" T_9„ T-1 12-0" 120 il6 120 12-0" 11-4" 10'-6" �3 12'-0" 11'-6" 10'-7" 9'-10' 91 12'-0" 11'-1" 10'-3" 9'-3" 12'-0" 10'-2" 9'-2" 8'-5" 11'-1 ., 9'-4" 8'-5" T-1 " 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-6" 12'-0" 12'-0" 11'-6" 10'_7" y� 9'-1" 8'-5" 11'-8" 9'-1" 8'4" 7'-9" 10'-9" 8'-4" 7'-9" 7'-0" 12'-0" 12'-0" 12'-0" 11'-3" 12'-0" 12'-0" 11'-3" 10'-4" 12,_0,• 11'-6" 10'-6" 9'-8" $ 10' 12'-0" 11'-0" 10'-2" 9'-2" 12'-0" 10'-1" 9'-1" 8'4" 1VA " 9'-3" 8'-0" 7'-1 12'-0" 12'-0' 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-3" 12'_0" 12'-0" 1'-0" 10'-6" i 9'-0" 8'4" 11'-7" 9'-1" 8'�" 7'-8" iD'-8" 8'-3" T_8„ 7'-0" 12'-0" 12'-0" 12'-0" 11'-1" 12'-0" 12'-0" 11'-2" 10'-2" 12'-0" 11'-4" 10'-3" 9'-7" 11' 12'-0" 10'-1 " 10'-2" 9'-0" 12'-0" 9'-11" 9'-0" 8'-3" 11'-9" 9'-3" 8'-3" 7,_8" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 11'-1" 12'-0" 12'-0" 11'-2" 10'-3" 45 E JOKY 1&1075 12'-D" 10'-2" 8'-11" 8'-3" 11'-7" 9'-0" 8'-3" T-7" 10'-8" 8'-3 T-7" 6'-11" 12'-0" 12'-0" 11'-10" 1T-0" 12'-0" 12'-0" 11'-0" 10'-1" 12'-0" 11'-3" 70'-2" 9'-5" oAtE oruzvis 12' 12'-0" 11'-0" 10'-1" 81-11" 12'-0" 10'-2" 8'-11" 8'-2" 11,_81, 9'-2" 8'-3" 7,_9" 12'-0" 12'-0" 12'-0" 11'-9" 12' 0" 12'-0" 1'-10" 11'-0" 12'-0" 12'-0" 1'-1" 10'-2" 12'-D" 10'-1" 8'-10" 8'-1" 11'-6" 8'-11" 8'-2" 7'-6" 10'-7" 8'-2" 7'-6" 6'-10" 12'-0" 12'-0" 11'-9" 10'-9" 12'-0" 12'-0" 10'-10" 9'-11" 12'-0" 11'-2" 10'-1" 9'-0" oRawN BY AT NON- 12-10 12'-0" " 0 12'-0" 12'-0" -0" 12,0 12'-0" 12,_0 1 GM2 22 HC 8 80 7' 12'-0" 2 1-1' 1012-0 10 12-0 1 '-0 2 ' 0 29 ' " 2 29BEARING ' " 1 FIGURE INDICATES EXPOSURE B 2 INCH 3 FIGURE INDICATES EXPOSURE C ENCLOSURE SYSTEM s B s 1 f 7 s 70F M SHEETS A B 0 D E F G H J N CD O W W ( ) \ Q 2" & 4" ATTACHED TOP CHANNEL BEARING WALL SPANS Idx 5 " tL�' 0 2" ATTACHED TOP CHANNEL BEARING WALL SPANS a z TRIBUTARY 0 WIDTH 10, 20, 25 & 30 # LL o C) L 2 110 MPH EX.B 1110 MPH EX.0 1120 MPH EX.B 1120 MPH EX.0 1130 MPH EX.B 1130 MPH EX.0 -q N L oM 4' THRU 12' 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" \ m 4" ATTACHED TOP CHANNEL BEARING WALL SPANS TRIBUTARY 10# LLFESSIgyq( WIDTH 110 MPH EX.B 110 MPH EX.0 120 MPH EX.B 120 MPH EX.0 130 MPH EX.B 130 MPH EX.0 � �\a K 4'THRU 8' 5'-0" * 5'-0" * 5'-0" * 5'-0" * 5'-0" * 5'-0" * y Y m 3 9' 5-8" * 5'-8" * 5'-9" * 5'-3" * 5'-4" * 4'-10" S 5885 10, 5'-4" * 5'-6" * 5'-6" * 5'-0" * 5-1" * 4'-7" 11' 5'-1" * 5-2" * 5-0" * 4'-9" 4'-10" 41-4" of CAO 12' 4'-10" 5'-0" * 4'-9" 4'-7" 4'-8" 4'-0" 06123116 20# LL 4 110 MPH EX.B 110 MPH EX.0 120 MPH EX.B 120 MPH EX.0 130 MPH EX.B 130 MPH EX.0 4'THRU 8' 5'-0" * 5'-0" * 5'-0" * 5'-0" * 5'-0" * 5'-0" * DURALU 5 IAPMO 0254 9' 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" ASSUMPTION 10, 4'-6" 4'-6" 4'46" 4'-6" 4'-6" 4'-6" 11' 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" 4'-4" AHJAPPROVX 12' 4'-1" 4'-1" 4'-1" 4'-1" 4'-1" 4'-1" s 25# LL 110 MPH EX.B 110 MPH EX.0 120 MPH EX.B 120 MPH EX.0 130 MPH EX.B 1130 MPH EX.0 4' THRU 8' 5'-0" * 5-0" * 5-0" * 5'4" * 5'-0" * 5'-0" 9' 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" r 10, 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" e fi 11' 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" a REVISIONS i 12' 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" �� s 30# LL i 110 MPH EX.B 110 MPH EX.0 120 MPH EX.B 120 MPH EX.0 130 MPH EX.B 130 MPH EX.0 4'THRU 7' 5'-0" * 5'-0" * 5'-0" * 5'-0" * 5-0" * 5'-0" 45TEL JOB 9 I61015 DATE 06rz116 J 9' 4'-8" 4'-8" 4'-8" 4'-8" 4'-8" 4-8" DRAWN BY AT 3 10, 4'-4" 4,-4„ 4'-4" 4'-4" 4'A" 4'-4„ CHECKED GM 11' 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 4'-3" 7 a 12' 4'-1" 4'-1" 4' 11" 4'-1" 4'-1" 4'-1" 2 &4 INCH * NOTE: FOR SPANS 5-0"OR GREATER, MUST USE S.R. POST AT TOP, FASTENED TO VERTICAL"H"MULLIONS AT EACH END. ENCLOSURE SYSTEM e t e 24 24 OF X SHEM A B C D E F G H J 2 O ` N CD 41 0 m 7 �1 co CD ENCLOSURE SYSTEM & LENGTH L TO PROJECTION P RATIOS D 0 2 FASTENER: (4)�10 SCREW AT 16" O.C. MAX. (SEE DETAIL O, THIS SHEET) ' 0 � Q La 'H' = ENCLOSURE HEIGHT, I w W W 5EE TABLES RLL= 10 psf LJ U > o (E) STRUCTURE H = 9'-0" H = 12'-0" L Q z o O 2 TRIB TRIB p L0 1 WIDTH 110, B 110, C 120, B 120, C 130, B 130, C WIDTH 110, B 110, C 120, B 120, C 130, B 130, C N c� _ 5 1.00 1.00 1.00 1.00 Too- Too 5 1.00 1.D0 1.00 1.00 1.00 1.00 6 1.00 1.00 1.00 1.00 1.00 1.00 6 1.00 1.00 1.00 1.00 1.00 1.00 ROOF PANEL 7 1.00 1.00 1.00 1.00 Too too 7 1.00 1.00 1.00 1.00 1.00 1.00 HANGER, 8 1.00 1.00 1.00 1.00 1.00 1.00 8 1.00 1.00 1.00 1.00 1.00 1.01 9 1.00 1.00 1.00 1.00 1.Do Too 9 1.00 1.00 1.00 TO 1.Do 1.04 SEE DETAIL 1Q a- 10 1.00 1.00 1.00 1.00 1.00 1.00 10 1.00 1.00 1.00 1.00 1.00 1.06 e�F l4j9� Z 11 1.02 1.00 1.00 1.00 1.00 1.D0 11 1.00 1.00 1.00 1.00 1.00 1.09 , �a K �+ , 12 1.00 1.00 1.00 1.Oo 1.00 1.00 12 1.00 1.00 1.01 1.00 1.00 1.12 3 13 1.00 1.00 1.00 1.00 1.00 1.00 13 1.00 1.00 1.00 1.00 1.00 1.16 S 5885 U L RLL=20 psf * r O H = 9'-0" H = 12'-0" 2 OF CAO�D- TRIB TRIB WIDTH 110, B 110, C 120, B 120, C 130, B 130, C WIDTH 110, BFC120,0, B 120, C 130, B 130, C5 1.00 1.00 1.00 1.00 1.00 1.00 5 1.00 .00 1.00 1.00 1.00 06/23/16 6 1.00 1.00 1.00 1.00 T.00 T.00 6 1.00 .00 1.00 1.00 1.03 7 1.00 1.00 1.00 1.00 1.00 1.00 7 1.00 .00 1.00 1.00 1.07 8 1.00 1.00 1.00 1.00 100 100 8 1.00 .00 1.00 1.00 1.11DURALUM 9 100 1.00 1.00 1.00 1.00 1.00 9 1.00 .00 1.02 1.00 1.16 10 1.00 1.00 1.00 1.00 1.00 1.00 10 1.00 .00 1.07 1.04 1.21 IAPMO 0254 11 1.00 1.00 1.00 1.00 100 1.02 11 1.00 .00 1.12 1.09 1.28ASSUMPTION LENGTH (L) 12 1.00 100 1.00 1.00 1.00 1.08 12 1.00 .01 1.18 1.14 1.35 1.002 1.00 1.00 1.00 1.00 1.14 13 1.00 .07 1.25 1.21 1 1.45 AHJAPPHDVAL PLAN VIEW RILL=25psf 5 H = 9'-0" H = 12'-0" TRIB TRIB WIDTH 110, B 110, C 120, B 120, C 130, B 130,C WIDTH 190, B 110, C 120, B 120. C 130, B 130, C (E) WALL SHEATHING, 5 1.00 1.00 1.00 1.00 1 1.00 1.00 5 1.00 1 1.00 1.00 1.00 1.00 1.13 6 1.00 1.00 1.00 1.00 too 1.00 6 1.00 1 1.00 1.00 1.06 1.03 1.20 WHERE OCCURS 7 1.00 1.00 1.00 1.00 1. 00 1.02 7 1.00 1 1.00 1.00 1.12 1.08 1.27 8 1.00 1.00 1.00 1.00 1.00 1.08 8 1.00 1.03 1.02 1.19 1.15 1.36 (E) 1" THICK LATH AND 9 1.00 1.00 1.00 1.03 1. 00 1.16 9 1.00 1.10 1.09 1.28 1.24 1.49 (E) 2X4 STUD (MIN.) PLASTER OR WOOD SIDING 10 1.oD 1.00 1.00 1.08 1.os 1.z3 10 1.00 1.17 1.15 1.37 1.32 1.60 B 11 1.00 1.01 1.00 1.17 1.13 T34 11 1.08 1.26 1.24 1.49 1.44 1.77 AT16" O.C. (MAX) 12 1.00 1.1D 1.09 1.28 1.24 1.48 12 1.17 1.39 1.37 1.67 1.61 2.04 13 1.06 1.240 1.22 1.46 1.41 1.73 13 1.33 1.61 1.58 2.01 1.91 2.61 HEvisloNs was ut[ "esworcry � (N) 4410 WOOD SCREWS W/Z' RLL=30 psf STANDARD WASHER, EQUALLY H = 9'-0" H = 12'-0" SPACED W/ MINIMUM SPACING TRIB TRIB I 2" PENETRATION, OF 4 WIDTH 1-07B 110, C 120. B 120,C 130, B 130,C WIDTH 110, B 110,C 120, B 120, C 130, B 130, C as EuOB# W075 MIN. r 5 1.00 1.00 1.00 1.00 1.00 1.09 5 1.00 1.03 1.02 1.19 1.16 1.37 DATE DdzviE 6 1.00 1.00 1.00 1.05 1.02 1.19 6 1.00 1.13 1.12 1.32 1.27 1.53 $ (N) ROOF PANEL 7 1.00 8 1.00 1.112 1.110 1.30 1.26 1.51 8 1.119 1.41 1.39 1.711 1.48 1 64 210 DvwN gr At HANGER 9 1.11 1.30 1.29 1.55 1.49 1.86 9 t40 1.72 1.69 2.18 2.07 2.96 CHECKED c j 10 1.24 1.49 1.46 1.62 1.74 2.27 10 1.62 2.06 2.01 2.83 2.61 4.83 11 1.53 1.91 1.87 1.00 2.35 3.79 11 3.11 2.98 8.16 5.60 NP DETAIL 1D 12 2.75 5.56 4.99 NP NP NP 12 jrNP NP NP NP NP NP 2&4INCH 3 (N) ROOF PANEL HANGER TO (E) STUD WALL FRAMING 13 1 NP NP NP NP NP NP 13 1 NP I NP NP NP I NP NP ENCLOSURE SYSTEM B 'NOTE -A MINIMUM LENGTH TO PROJECTION RATIO OF 1.0 IS REQUIRED 25 25OF305HEM A 6 D D E F 0 G H I J ENCLOSURE SYSTEM & REACTIONS TO EXISTING BUILDING ? N W oc � LIVE LOAD=10,20,25,30 PSF LIVE LOAD= 10,20,25,30 PSF LIVE LOAD=10 PSF LIVE LOAD=20 PSF LIVE LOAD=25 PSF LIVE LOAD=30 PSF LIVE LOAD=10,20,25,30 PSF Z W H=9-0"I Z REACTION(Ibs) H=12'-O'i Z REACTION(Ibs) rn Y REACTION DOWN(pIQ co Y REACTION DOWN(plf) co Y REACTION DOWN(p F Y REACTION DOWN(plf) F Y REACTION UPLIFT(pl Z U CLEAR WIND SPEED MPH CLEAR WIND SPEED MPH = WIND SPEED MPH = WIND SPEED MPH = WIND SPEED MPH = WIND SPEED MPH = WIND SPEED MPH 41 0 p SPAN 11D 120 130 SPAN 110 120 130 110 120 130 [7 110 120 130 110 120 130 w 110 120 130 w 110 120 130 Ij $, 339 6 407 390 62 5q2 LLI =67 7 7 =97 97 97 = 112 112 112 J 129 129 129 J 74 89 105 ' 0 o 354 421 494 471 561 658 4 67 67 67 Q 97 97 97 4 112 112 112 ¢ 129 129 129 Q 91 109 129 Q Z cn 91 381 90 457 439 520 610 n 75 5 75 n 109 109 109 n 126 126 126 = 145 145 145 =83 100 118 0 2 398 473 556 530 631 741 = 75 75 75 = 109 109 109 = 126 126 126 145 145 145 102 122 145 0 ' 1 D 424 33 508 488 577 678 84 84 4 121 121 121 141 141 141 161 161 161 93 111 132 N c�+� qq2 526 617 589 701 823 84 64 64 121 121 121 141 141 141 161 161 161 114 136 161 1 1 466 76 559 537 635 746 92 92 92 133 133 133 155 155 155 177 177 177 102 122 145 4� 486 579 679 648 771 905 92 92 92 133 133 133 155 155 155 177 177 177 125 150 177 1 2 508 20 610 585 593 813 100 100 100 145 145 145 169 169 169 193 193 193 111 133 158 Ew 530 631 741 707 841 988 100 100 100 145 145 145 169 169 169 193 193 193 136 163 193 Q�fl < 1 3' 551 63 661 634 751 881 109 109 109 157 157 157 183 183 183 210 210 210 120 144 171 575 684 802 766 912 1070 109 109 109 157 157 157 163 183 183 210 210 210 148 177 209 \J 3 1 4, 593 06 712 683 08 949 117 117 117 169 169 169 197 197 197 226 226 226 130 155 194 S 5885 619 736 864 825 982 1152 117 117 117 169 169 169 197 197 197 226 226 226 159 190 225 1 5' 636 50 762 732 866 1017 125 125 125 182 182 182 211 211 211 242 242 242 139 167 197 663 789 926 884 1052 1234 125 125 125 982 182 182 211 211 211 242 242 242 170 204 242 1 6 678 93 813 781 924 1084 134 134 734 194 194 194 225 225 225 258 256 258 148 178 210 OF CWL 707 841 988 943 1122 1317 134 134 134 194 194 194 225 225 225 258 258 258 162 218 258 1 7, 720 36 B64 829 982 1152 142 142 142 206 206 206 239 239 239 274 274 274 157 189 224 06123/16 751 894 1049 1002 1192 1399 142 142 142 206 206 206 239 239 239 274 274 274 193 231 274 4 1$, 763 80 915 876 1039 1220 150 150 150 216 218 218 253 253 253 290 290 290 167 200 237 795 947 1111 1061 1262 1487 150 150 150 218 218 218 253 253E 290 290 290 204 245 290 DURALUM 1 9' W12 966 927 1097 7288 159 159 159 230 230 230 267 267 306 306 306 176 211 250 IAPMO 0254 9 1173 1120 1332 1564 159 159 159 230 230 230 267 267 30fi 306 306 216 258 306 ASSUMPTION ZD, 1017 976 1155 1355 167 167 167 242 242 242 281 281 322 322 322 165 222 263 52 1234 1178 14D2 1646 167 167 167 242 242 242 281 281 322 322 322 227 272 322 2,�� 1067 1025 1213 1423 175 175 175 254 254 254 295 295 339 339 339194 233 27604 1296 1237 1473 1728 175 175 175 245 245 245 295 295 339 339 339 236 286 338 22 1118 1073 1270 1491 184 184 184 266 266 266 309 309 309 355 355 355 204 244 289 s - 157 1358 1296 1543 1811 184 184 184 266 266 266 309 309 309 355 355 355 250 299 354 23, 1169 1122 1328 1559 192 192 192 278 278 278 323 323 323 371 371 371 213 255 302 21D 1420 1355 1613 1893 192 192 192 278 276 278 323 323 323 371 371 371 261 313 370 24, 1017 1039 1220 1171 1386 1627 200 200 200 290 290 290 337 337 337 387 387 387 222 266 316 1061 1262 1461 1414 1683 1975 200 200 200 290 290 290 337 337 337 387 387 387 272 326 386 d FIGURE INDICATES LIVE LOAD=10,20,25,30 PSF LIVE LOAD= 10,20,25,30 PSF X FIGURE INDICATES NOTE-X AND Z REACTIONS MAY BE REDUCED BY EXPOSURE B Y ) EXPOSURE C X REACTION (pIQ H=12'-0' X REACTION (PID DIVIDING BY LENGTH TO PROJECTION RATIO(VP) s CLEAR WIND SPEED MPH CLEAR WIND SPEED MPH RE IONS S SPAN 110 120 130 SPAN 110 120 130 U6 J3 L U6 w I $ $,-24, 57 60 58 71 83 69 $,_24, 66 78 91 PROJECTION ^7 (E)STRUCTURE 79 94 111 —y(I TT O.H. CLEAR SPAN /� t 4SMJM9 161DI5 � I X REACTION , Z Dore '+e Z REACTION J a / U DRAWN BY AT 0 CHEDSED GN g Y � 2&4 INCH Y REACTION ENCLOSURE SYSTEM f LENGTH (L) I e Z X r a GLOBAL COORDINATE SYSTEM SECTION PLAN VIEW 26 II 25OF30SHEM + A B C E F G H I J Ll CD �2y N `t O 41 N N O ~LU 2 wUcn SNOW DRIFT AND SLIDING DESIGN � o LL - THE MAXIMUM ALLOWABLE TABULATED SPANS FOR WALL MULLIONS USED IN THE w Q >- zLo CONSTRUCTION OF ATTACHED RESIDENTIAL PATIO COVER ENCLOSURE SYSTEMS CD O MUST BE ADJUSTED WHERE SNOW DRIFTING AND SLIDING ARE REQUIRED SEE `:) TABLES ON THIS SHEET. FOR APPLICABLE REDUCTION FACTORSco N oM Lu v �pFES5lgyq ATTACHED COVER DESIGN ASSUMPTIONS Y, 3 Lu = 20'-0" MAX. hd = 0.043 D.2e_ S 5885 � (Lu)" (SL + 10) 1.5 he = T-6" MIN. SNOW DRIFT a U U L OF CAOF GROUND SL, psf hd, ft. 06/23/16 A 30 1.43 �MAXIMUM USED IN DESIGN PROPOSED PATIO (E) STRUCTURE W=4hd = T-O" ENCLOSURE DURALUM SYSTEM IAPMO 0254 ASSUMPTION STEP 7 : DETERMINE MAXIMUM ALLOWABLE WALL MULLION HEIGHT. au ARFRovu s _ STEP 2 :MULTIPLY MAXIMUM ALLOWABLE WALL MULLION HEIGHT BY THE APPROPRIATE HEIGHT REDUCTION FACTOR SHOWN IN TABLES 1 AND 2. - STEP 3:HIGHLIGHT TABULATED MAXIMUM ALLOWABLE WALL MULLION HEIGHT AND SHOW MODIFIED SPAN DETERMINED IN STEP 2 ON THE SAME SHEET. TABLE 1 2-INCH WALL MULLION TABLE 2 4-INCH WALL MULLION TABLE 3 TOP TRACK REDUCTION FACTOR REDUCTION FACTOR 6 REDUCTION FACTOR GROUND GROUND GROUND MULLION TYPE SECTION# SNOW LOAD, psf MULLION TYPE SNOW LOAD, sf TOP TRACK TYPE SNOW LOAD, psf REVISIONS 25 30 25 "+.K are UESOIP¶ON 3 30 25 30 H-CHANNEL 1 0.68 0.71 H-CHANNEL 1 0.69 0.67 H-CHANNEL 0.86 0.85 RACEWAY 2 0.68 0.67 RACEWAY 2 0.69 0.68 RACEWAY 0.87 0.85 s H-CHANNEL+ MALE CHANNEL+ H-CHANNEL 3 0.88 0.87 MALE CHANNEL O 0.95 0.91 MALE CHANNEL+ H-CHANNEL+ JSTEI JOB# ,s,ms MALE CHANNEL+ MALE CHANNEL ® 0.96 0.96 ao E o 23,6 RACEWAY+MALE CHANNEL ® 0.93 0.90 MALE CHANNEL+ RACEWAY 0 DRAWN BY AT a MALE CHANNEL+ H-CHANNEL+ 5 MALE CHANNEL +RACEWAY+ 5 .95 0.91 RA G BDD GM MALE CHANNEL O 0.96 0.94 MALE CHANNEL © 0.97 0.97 0I H-CHANNEL+SR POST+H-CHANNEL © 93 3 H-CHANNEL+ SR POST+ 09 1 0. . RACEWAY 0.91 0.98 2&4 INCH a e H-CHANNEL+SR POST+ O ENCLOSURE SYSTEM ` RACEWAY 7 0.93 0.93 27 27 OF 30 SHEETS 1 A B G 0 E F G H I J ATTACHMENT DETAILS FOR INSULATED STRUCTURAL SANDWICH PANELS Z N ROOF SLOPE SHALL BE 1/4" : 12" MIN. W N o 2.740 Z wc; i1 ~ ¢ a;-T=.060, U) o x � � WLL w5 — 0 CD Q Z 3 FOR FASTENERS APPROVED 3" OR 4 1/4" coo 3" OR 4-1/4" APPROVED STRUCTURAL SANDWICH PANEL INSUL. ROOF PANELS N SEE TABLE BELOW rn HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE ALL FASTENERS ICC ES AND/OR ES LISTED UNDER 2012 IBC, 2012 IRC AND/OR SEE DETAIL 10 FE531 2013 CALIF. BLDG. & RESIDENTIAL CODES. SHEET 25K OPTIONAL DECORATIVE FASCIA I-- 1.880" --I � (WOOD, ALUM. OR HARDBOARD) S 5885 SEE TABLE BELOW 3" OR 4.25" HANGER CHANNEL FOR FASTENER EXTRUDED ALUM. ALLOY 6063-T6 SEE TABLE BELOW "IR3" GUTTER EXTRUDED OF CA_\F ALL FASTENERS DRIP EDGE 06/23/16 SEE DETAIL SHEET 26 OPTIONAL RAIN GUTTER DURALUM IAPMO 0254 OPTIONAL ASSUMPTION NON-STRUCTURAL qH APPROVAL FASCIA B TOP TRACK AND #14 SMS AT 32" O.C. WALL MULLION 4 MIN. PER EACH JOINT PANEL TO HEADER CONNCECTION FASTENER TABLE 3 7 B NUMBER OF NO.14 TEK OR SMS SCREWS PER FOOT OF WALL HANGER AND BEAM LENGTH ALUMINUM SKINS RE SIQNS TRIB. 110 MPH 120 MPH 130 MPH TOP & BOTT. 0.024" IRP CEO TG i WIDTH FXP. B EXP.C EXP. B EXP. C EXP. B EXP. C INSULATED ROOF PANEL 5' 1 1 1 1 1 1 INTERLOCKING JOINT 6' 1 1 1 1 1 2 NOTE: 4STEL JOB# s,DJs 7' 1 1 1 2 2 2 THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN DATE DNri,s 8' 1 1 2 2 2 2 THIS EVALUATION REPORT MUST BE [CC-ESR 1230 EVALUATION REPORT DRAWN BY AT AND/OR DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO (�' 1 2 2 2 2 2 CHECKED GM COVERS COMPLYING WITH THE 2012 INTERNATIONAL BUILDING CODE AND/OR 10, 1 2 2 2 2 2 2013 CALIFORNIA BUILDING CODE, WHICH MUST BE SUBMITTED WITH THE DURALUM PATIO ENCLOSURE DRAWINGS INDICATED IN THIS REPORT. 2 &41N SY 11' 2 2 2 2 2 STEM ENCLOSURE SY 3 3 12' 2 2 2 2 1 2 3 i NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 28 28 OF 30 SHEETS A 6 L D < E F G H J 2 I Wocc' L0 4l N N O Z wmc). Q 2 � C) U) O V � w LL- w > — Qzo oo � ZI——————— ———— ———— ————————————————————— 1 O L6 I I L= OVERALL LENGTH OF ROOF N — m B = OVERALL WIDTH OF ROOF I I I I Lp = LENGTH OF PATIO COVER B? = WIDTH OF PATIO COVER �FEssigyy< K I I MIN. (E) ROOF DL = 16 psf I I MAX. PATIO COVER DL = 3 psf S 5885 I (E) HOUSE I I m PER CBC/IBC 3403.4, I I THE ALLOWABLE WEIGHT INCREASE OF CA0FW I I TO THE EXISTING HOUSE IS 10% I I 06123116 I I THE SUM OF THE AREAS OF ALL ATTACHED PATIO COVERS SHALL I I NOT EXCEED 0.53 TIMES THE AREA DU RALUM I OF THE EXISTING ROOF ASSUMPTION I I AHJ APPROVAL ------ ------ -----7--- ---------7—J s I I I I I I I I � L------------- f 6 {6 Rtl'ISIONS ? xux Dort vewmrwx d m� T Lp t (N) PATIO COVER(S) 4STEL J06N rims T MiE 062Y16 y i L OMWN BY AT CHECKED GM ` i B i SEISMIC REQUIREMENTS 6 s 29 y N OFMSHEETS 8 A B C D E F G H 1 J j O `yam N W o 41 N co O �eeSlDne 9 QRDFESS/ol, fESSI N K• RpS. Sg\Ow+l 61k 2 H Q m saRos��o6yG �`�� K ,/ F'z QQo`����GENSF� �4�� V rn i O o 49725 ^ w Oy m LICENSED 9 O Q C 72487 S 5885 PROFESSIONAL 16508 u of Lu w j GIN E Q Z LOn O 0 z co U7 +A� ON U ��] OFCALIF� OF CAL\E� q/ 1 U 9. N ROSEe (oCD o leg I CV ® d' CA 9�FESSIgyq 6 ada�QQRpf1-5--u.�N'ES101Ci� y K..L..L.LR pr,,, ,p OFMtgy,O CMG\NEE�s � S K5 8�85SF � 7"]� :��GENSF�.,-y��' DDSTIN 9 c„1{.,_N RMWA__ _ _ * ROSEPINK * ROSEPINK O 0 1 1 J - _ 20550 y .12/31115 " 20460 of G,L\F& 06/23/16 05 ' u nnlleMm�`yA �p�,,p�NAUugI�``�`` TONAL ENO °- 01986 /ANAL EN DURALUM IAPMO 0254 o ASSUMPTION AHJAPPR°VAL `N,,,M 1,,,,,,, s Jp1. �LoFESS/p QED PROF, ST RUCTU �9 �E GINF SS R,9 A.ROSEP WAsym r'U� 40 ROSEPINK Z 81971PE o0 SEAL = o " No.sassz2s-22D3 G) h z w 5 - y 0-10 2 - - I ra m 6 ' �'� LIROS ORTH DAKO�P TT�K.ROSE STq TE OF LPN TONALE� 6 REVISIONS w+n o..h ceu.m.nx � 1 T QlOti eJ�y�`pak NEngi,, Se . FJWOA�F j. ,sx K. E• q\s\ 1 eslEuoan 161075 12202 )� DATE 0612Y16 d /... ...........................:....� DRAWN BY AT I DUSTIN ROSEPINK I I �........................... CHECKED GM g O01 3 yypMING NAl — ITIONAL STATE LICEDNSUURESTAMPS 8 i 2 30 =i 30 DF M SHEETS i