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HomeMy WebLinkAboutB16-2520 000-000-000, Y2l�o-ZSZ-3 U.S. DEPARTMENT OF HOMELAND SECURITY [Expiration MB No. 1660-0006 Federal Emergency Management Agency Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agenUcompany, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al., Building Owners Name Policy Number. GREG SHEA A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 4579 GARDEN BROOK DRIVE City State ZIP Code CHICO California 95973 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 047-430-025 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) SOLAR ARRAY A5. Latitude/Longitude: Let. 39.81080 Long. -121.90799 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number NO A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawtspace or enclosure(s) WA sq ft b) Number of permanent flood openings in the cxawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in PERMIT # Ile —• 2(; 20 d) Engineered flood openings? ❑ Yes ❑ No BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR A9. For a building with an attached garage: C ®D I V I r L I A I V a) Square footage of attached garage N/A sq It DATE BY b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq In S d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State BUTTE COUNTY 060017 BUTTE COUNTY California B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base' Revised Date Flood Depth) 06007CO320 E 01106/2011 A 183.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11 _ Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 N NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Exniratinn Date- Navamher 30. 2098 IMPORTANT: in these spaces, copy time cotr+ersponding Information ftam Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt.: Unit, Suite, and(or Bldg. No.) or. P.O. Route and Box No. Policy Number. 4579 GARDEN BROOK DRIVE Crit' State ZIP Code Company NAIC Number CHICO CA 95973 SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings` ❑ Building Under Construction* ❑ Finished Construction 'A new Elevation Certificate will be required when. construction of the building is complete. C2.. Elevations—Zonas Al—A30; AE, AH, A (with BFE), VE, V1 ­V30, V .(with 8FE), AR, ARIA, ARAE, ARJA1-+A30, ARIAH. ARIAO. Complete items C2:a-h below according to the building diagram sC fied in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: KS1918 Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Soume: Datum used for building elevations must be the same as that used for the SFE. Check the measurement used. a) Top of bottom floor (including basement, c rawispace, or enclosure floor) 0 feet Q maters b) Top of the next higher floor ❑ feet ❑ meters C) Bottom of the lowest horizontal structural. member (V Zones only)❑ feet Elmeters. d) Aft c led garage (top of eiab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 183 0 `� ® feet ❑ meters (Describe type of equipment and location in Comments) f), Lowest adjacent (finished) grade next to building (LAG) 182.6 ®feet ❑maters 9) Highest adjacent (finished) grade.next'to building (HAG) 182.8 ® feet ❑ meters h) Lowest al adjacent grade at lowest elevation of deck or stairs, including 182, 6structura®feet El motors support SECTION 0— SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification .is to be signed and sealed by a lend surveyor, engineer, or architect authorized by taw to certify elevation information. J cerfffy that the iMolmation on this Certffleaha represents my bast efforts to Interpret the date eveffabie. J understand that any false statement may be punishable by fine orfmprisonment under 18 U.S. Code, Secgon 1001. Were latitude and longitude In Section A provided by a licensed land surveyor? Yes ❑ No ❑ Check here If attachments. Cartifiefs Name License Number LESLIE COKE LS 5712 SND ,s+U Title LAND SURVEYOR ca L Coke .c+ Company Name PRECISION SURVEYING Seal fjt2 Address 1165 HOFF WAY #204 �Z►� city State cote ZIP ORLAND California 95963 Signature ,� � Date Telephone I� 11f09f2016 53!]•865-4194 Copy all Pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance ageWcompany, and (3) building owner. Comments (including type of equipment and location, per C2(e), If applicable) BFE WES DETERMINED BY METHODOLOGY DESCRIBED IN DHS FEMA 285. CC6lA c....., n091%e-1 PVIA r'%ay,nucs tml Pr6Y10US e0lr�imS. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. 4579 GARDEN BROOK DRIVE City State ZIP Code Company NAIC Number CHICO CA 95973 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items EI -E5. if the Certificate is Intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 -E4, use natural. grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). , a) Top of bottom floor (including basement, crawlspace,.or enclosure) is ❑ feet - El meters • ❑ above or. ❑ below the HAG. b) top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 andlor 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in ^ the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. - r E3. Attached garage (top of slab) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑ feet ❑ meters ❑ above or [I below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No [] Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. and E for Zone A (without a FEMA -issued or oommunlry-issued BFE) or Zone AO must sign here. The statements in Sections A. B. and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representatives Name Address City State ZIP Code Signature Date Telephone Comments f Check here If attachments. FtMA FOrM 085-0-33 (7115) Replaces all previous editions. y Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt.. Unit, Suite, and/or Bidg. No.) or P_O. Route and Box No. Policy Number: 4579 GARDEN BROOK DRIVE City State ZIP Code Company NAIC Number CHICO CA 95973 SECTION G — COMMUNCTY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8 --G10. In Puerto Rica only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -Issued BFE) or Zane AO. G3. ❑ The following information (Items G4 --G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters of the building: Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here If attachments. FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 4 of 6 f r California State Fire Marshal Information Bulletin 14-011 Issued: November 25, 2014 FIRE CLASSIFICATION FOR ROOF MOUNTED SOLAR PHOTOVOLTAIC SYSTEMS AND/OR PANEL MODULES — 2013 CALIFORNIA BUILDING STANDARDS CODE SUPPLEMENT EFFECTIVE JANUARY 1, 2015 The Office of the State Fire Marshal is issuing this Information Bulletin to address the use of photovoltaic solar systems and/or panel modules in areas outside the State Responsibility Areas (SRA) and Very High Fire Hazard Severity Zones. The adoption of UL 1703 with revisions through October 25, 2013 and the Emergency Rulemaking that delayed the effective date to January 1, 2015 of the adoption were intended to focus on the areas that require Class A or Class B roofing (SRA and Very High Fire Hazard Severity Zones). Where Class A or Class B roofing is required, the photovoltaic solar system (photovoltaic panels with the rack support system) shall have a Class A or Class B rating, respectively. Areas in California. that only require a minimum Class C roofing due to statutory provision contained in Health and Safety Code 13132.7 should not be impacted by the early adoption of UL 1703. Those buildings and structures requiring Class C roofing should be able to have installed one of the following and meet the intent of the 2013 California Building Standards Code: 1. Photovoltaic panels and modules having a Class C rating under the previous version of UL 1703 (2002 edition with revisions through April 2008), or 2. Photovoltaic panels and modules having a Class C rating complying with UL 790 (2004 edition with revisions through October 2008), or 3. Photovoltaic systems having a. minimum Class C rating under the most recent version of UL 1703 (2002 edition with revisions through October 2013). Fire classification of photovoltaic solar systems and panels shall be marked with their fire classification rating, Class A, B, or C. Questions or comments regarding this Information Bulletin should be directed to Division Chief Kevin Reinertson, Code Development and Analysis at (916) 327-4998, or by electronic mail to kevin.reinertson@fire.ca.gov. PERMIT # 0147,2�2o BUTTE COUNTY DEVELOPMENT SERVICES DA 1 6' • 3 • • - - . I " SOIL@CANTOS ADVANTAGE • 171 % module efficiency with positive power tolerance, 3 - k ' r PID -free: compatible with transfornakess and. multi-MPFT i:nve.rters. ' Tariff free: not subject to U.S. countervailing or antid mp4i.g tariffs. •"' "� :: � Higher'return ort investment with more watts-per�module f Utility -grade manufacturing;:. ISO 14001, lS0 90(A1 and 10511c, EL inspeGtion,F . %r'1i_iT Y s S/fit h:TY •'•. ` ROPIJI T &. AES T f iE1;if' DEsiCe�i t� •Industry leading PID test conditions: --Black anodized corrosion resistant aluminum frame » 96 hours. 85 C, 85% relative humidity.-1kV'.�- »White back sheet: SE F2xxCzD 3y ` ` » Black back sheet: SE-F2xxKzD-3y ' o IEC certified by TOV SOD: ` » 61730 to ensure electrical safety Lowglare. anti-retlective coated (ARC) tempered, _ » 61215 long-term operation in a variety of ' �9lass i ' climates including snow loading up to 5400,Pa Reliability tested beyond international standards _ - and hail testing '' + ' » 61701 Level 1 salt mist corrosion resistant for St''�E 3�S`�� 1�AtNAP�fT'Y marine regions • 25 -year limited warranty for materials and » 627,16 ammonia testing for agricultural ,. workmanship for installations <_ 250 kWDC. environments r 25 -year linear power warranty at STC: • t * Manufactured to AQL 0.4 Level II quality - -, ' ' » Year 1: 5 3.5% of rated power ; tested up to 3x beyond IEC standards . ». After year 1: <_ 0.7% rated power degradation ' and • CSA certified to UL 1703 for 1,000 V systems per,year .. } ,. ` •. r in the US and Canada F ' ' °0' I • J • MCS certified by BABT for the UI<il5' '•; ?diticn !' :vvtr gs #:errs ... r .. E .•._ ...�.—.. : �t:Cat:3.:Z•.i :Jr-oarftla:."Rtf Y.:t/ 4 a •u PERMIT# (r�0 ��� •'. 1 GK BUTTE COUNTYj DEVELOPMENT SERVICES --,UL, ' REVIEWED FOR ... . _ ernu:t+.e•+co'a -, [SATEB ' bl���,�' Y "„ SILVANTIS F -SERIES. 260 W T -U 280 W PHYSICAL PARAMETERS' F-GER.JES SOLAR MODULE DIMENSIONS mm [inch) Module Dimensions 1,658 mm x 990 mm x 50 mrry - - - _.... 8 Module Weight i 19 kg Clll'T,pe4 ContinuousCz(CCzbmonocrvstalline ' • Number of Cells _ � : 60 - Frame M'at'erial BI'ack Anodized .Alumin.um, ' 08.°x,4. ..-_.. _. _._ __.. .... _. .... . _....... .... ...-.. .. _. _....-..-. _.-_,._....._ .. ... ., .- .,. _ MOUNTING SLOTS Tempered ARC Glass Thick 3.2 mm Nn ....-._.-......_._... .........._.............._.. ...........'...........:........_....... ... ... '............ , a ,PLACES TEMPERATURE COEFFICIENTS AND PARAMETERS" {--L� -r. -a ..._.... _..._. . _ (-,N 0. .._._ ..... _..... _.._. .. .. ..... . .. ... ..._._... •1x4.6 GROUNDING'HOL'E ft Nominal U'pecating CetkTemperature (.NOCTI 45C ± 2C 6PLACES _ - -- _..._......_._-.-_.._._._.. 'Temperature.Coefiicient of. Pmax._ � • -_ -0.45 %/C' -_ . , • n E • Temperature Coefficient of voc Temperature Coefficient of I`sc +0.06 %/C b_p_e'-- _---. p. e. .. ... ...-- --...._............. _... ._...•.........__.s . Dperating;Ternperature . , _ �aCto?85C Y' - JuNcnoNeox • _, .. Maximum System Voltage: 1000V (UL 6. lEC) _ ._,- . . _.._.. _...... Limiting• Reverse: Current. 4.20 A. MODULE weE1 Maximum Series Fuse Rating 15 A A PGl]a4C Prod"action Tolerance . 0 b1k to 46 vv " - A s Junction Bo,x Rating. : IP67 ---- -- -" --- - - acing....- ... - IEC61730Application dassA -71 Module Fire Performance Type 1 or Type 2 available? ° Mod 'uie•EireResistance Rating Class C - I Packaging Specifications 20 modules per pallet, 520 modules per40' high -cube container W.ind and Snow Fiont Load lip to 5,400 Pa eEcnow an D�11bAdddeLe Wind Back Load ..... _.... -. 2,400 Pa. A„��o:l. wow rE Red'uetion of'STC efficiencyfrom 1000 W/m? <4% ; ; : ,,, , , to 2001 W/F (Relative) r41 40 : n.=na ;1n:: .. - ... .. A_.9afjI 9.00 l:y...I.rj5f..t(ii::.3j c--ci�i19tli STC EL.EC:1'K;CP.i lEii;•e- L9t:5i'tricIs3ri ! �ir.J Pe 4:r:•: 9 9 4.I;J91; , Model.#- F260 F265 F270 F2.75 E280 F260 F265 F270 F2.75, E280• Catf4r:i:.8r.:rs:S Y (e.g. F2xxCzD-3y)° CzD CzD CzD CzDCzD KzD KzD KzD Kz0 KzD' I...- t,i)00135'.aj Rated Maximum 260 ` 265 270 275 280 260 265 _ 270 275. 280. , Power Pmax (W) y ' Open Circuit Voltage 37.6 3?3 37.8. 3T.9 38.0 37.6 37.7 37.8 - 3T.4 38..0 Voc (V); •i Short-CircuitCutrent 9.30 9.35 9.40 9.45 9.5 9.20 9.25 '9.30 '9.35 9.4 VV CIJ;3vES AT-;VlULT?PLE ?FRADI.iNCES j25C) Isc (A) r 10 Module. Efficiency (%) 15.8 - 16.1 16.4 ' 16.6 17.1 15.8 16.1 16.4 16.8 117.1 -� Wx"imu_m. Power P'614 •30.0 30:1 30.2 30.3' 30.4. 30.0 30.1 30.2 30.3 • 30.4 e • - VcltageVmpp.(V) - ; _.r__.._.._.... __. _;:.._ ._....;-1000W/r Maximum Power Point 8.67 8.81 8.94 9.08 9.21 8.67 8.80, 8.94 9.08 9.2:1.,_ _....; 8wwirr ' Current Impp (A) a s fioowi a "3r� f E4..Ei.'iFi,[;Al_C:'stR?1:'LC;I'ti?;iil�i5 •�; - � � 4 ` 400w/m Model F260 F265 F2.70 F275 F280 F260 F265 F270 F275• F280, r. � "�. � zoown„• (e•.g..F2xxCzD••3y)" L, CaD CA) CzD CZD CzD KzD KzD KzD CCz zD KzD, ,1, Rated Maximum 1M4 193.0 196.6' 200.3 203.9 187.7 191.3 -.194.9 198.5 202.1 . "' Power Pmax (011) I _�_ �, open -Circuit Voltage 34.8' 34B 34.9 34.9• 35.0 34..7 34.7 34.8 34..E ' 34.9 00 5 0 15 20 25 30 35 40' Short -Circuit Current 7.55 7.58 7.61 7.64 7.67 7.35 7.38 7.41 7.44 7.47 . Isc (A) r ,m �) _..r.. t C .. , Maximum Power Point 27.5 27.5 27.6 27-6 27.7 27.4 27.5 27-5 27.6 27.6 ; l'd Gf:'IEia ,-;f ;ri.3i.., ir`:_L Ti , PCRi>.Tui;E. ;1!J rJ VVh,y i Voltage Vmpp (V) 10 Maximum Power Point 6.90 7.02 7.14 7.26 7.36 6.85 6.97 .7.09 7.21 7.32 Current lmppJAI s �;\ �� 75C Listed specifications are subject to change without prior notice. ) `' `'. 4 _ 45C y - 6 25C 00 5 10 15 20 25 30 • 35 40 ` r f t'� ': _ .. .1 .. ! 14 ., .. .. -o ♦. �, • Vo:mgo IV) 1. ' ":.... 'PERMIT# ;.... , BUTTE COUNTY DEVELOPMENT SERVICES EVI ED FO ..Co �MPLIA . RATE _L�- - BY f, •C�s"Etion .p ,M o nt ( QMY M �/io �I �/ ' - p 1. + THIS EDGE TOWARDS ^ •RACKING COMPONENTS ' 2.50 ROOF RIDGE • I N1 ;'��' NOT INCLUDED - . ♦. • . 11 Y ..5, - t 5—�J 12,00 rF: 3s tr. 1.50 o �� •" ,#. 2 t 00 r - t — 6.00 -, 12.00 1.30. - ITEM .. y� • a: st TITLE: •`"' , AMSC: CLASSIC COMPOSITION'.• - ' MOUNT - ,* AVAILABLE IN MILL, CLEAR ANODIZED, +' ' ''• 4' AND BRONZE ANODIZED FINISHES. rUNLESS OIHERWISESPECIFIM. SIZE DRAWNEY: RAD REVS �. - , OIME14SIONS ARE IN 114CHES +• ' IOLERANCES: 1 DAIE: 7/23/20136 - ' • 1 • FRACIIONAL_ 1/8- PIOtt1OIC IRe COMMKFIIAI - ;WO PLACE DECIMAL 5.18 ^Nf'lr11i FM11OH COMAWFDWIMSOFIV.'CAME 3.OROn OEOYOFir[O. OW4 W. AIlY P.fPPOfNf.11J11N1'AT ON AS DO FIOI SCALP. DRAWING I HREE PEACE DECIMAL 5.1'5 SCAIE: 1:4 WEIGHI: 1.24 .'SHEEFI OFI • 1 P WNOI[WIINOUI INf lvppllNK>MR.ONO[OUICt MC4M Pve PYOlR3r.[D. � _ a ' Lag gult-aut Mithdrawal).s.cities (,Ibs,) in tyo o- !- .! s w Gol+�pr lficafi.;ns 1 • r:era9c Istty 5r I ,ft per? 111r [,ep, 5PICY,Whitt pot tli'e,ad dep;P! j • , Fir, Isi'.;}1 ; .i:� S . i,� a .•* .. ........... .. _. _ l .... ...... _ ... .. .. Cmu,riHF' I' Ir 1 * • t ` (naefrnan.I ;nn.,!.e, I t� r ' of EIS 11P5, f @, higheF) r . � ; fi _ ken", r'II � � S3 - i 0561 tiPiTl. Fir 11'r:vtL: F •+ ' r L ' Y PE RMIT# .,. OU BUTTS C N fY DEVELCFMENTSERVICES pn!..e, ilinc. F'f (I- n ni:Hrr rea, vi. EdNhe d c, f.l l .a.l : a x s!" •r' .• l��l �� ..- ,:.. D..FOR , Sources: American Wood Council, NDS 2005, Table 1.1.2 A, 11.3.2 A 1 • `� ®� � �I "A�`Av-' � � , Notes: 1 K ® v I)Thread must be embedded in a rafter or other structural roof member. 2) See NDS Table 11.5.1 C for required edge distances.QAT_�y� ' �� -�y�-- -==--- BY- ` • ti t - �- di u ic- kMo U rit, 617.2.3-7 , �t * .� Apr -2014, Rev 6 DESCRIPTION QTY.3 FLASHING, 12" X 12" X.050",'5052, MILL _ 1 - 2 QBLOCK, CLASSIC, A360..1 CAST AL, MILL 1 3 HANGER BOLT, PLAIN CENTER, 5/16" x 6", 18-8 SS 1 4 WASHER, SEALING, 5/16" ID X 3/4" OD, EPDM BONDED SS 1, 5 NUT, HEX, 5/16118, UNC -213, 18-8 SS 2 6' *.J WASHER, FLAT, 19/64" ID x 7/8" OD x 1/8" EPDM ,1 ` 7. WASHER, FENDER, 51161D X 1" OD. 18-8 SS 1 81 ' , WASHER, SPLIT -LOCK, 51161D., 18-8 SS 1 y� • a: st TITLE: •`"' , AMSC: CLASSIC COMPOSITION'.• - ' MOUNT - ,* AVAILABLE IN MILL, CLEAR ANODIZED, +' ' ''• 4' AND BRONZE ANODIZED FINISHES. rUNLESS OIHERWISESPECIFIM. SIZE DRAWNEY: RAD REVS �. - , OIME14SIONS ARE IN 114CHES +• ' IOLERANCES: 1 DAIE: 7/23/20136 - ' • 1 • FRACIIONAL_ 1/8- PIOtt1OIC IRe COMMKFIIAI - ;WO PLACE DECIMAL 5.18 ^Nf'lr11i FM11OH COMAWFDWIMSOFIV.'CAME 3.OROn OEOYOFir[O. OW4 W. AIlY P.fPPOfNf.11J11N1'AT ON AS DO FIOI SCALP. DRAWING I HREE PEACE DECIMAL 5.1'5 SCAIE: 1:4 WEIGHI: 1.24 .'SHEEFI OFI • 1 P WNOI[WIINOUI INf lvppllNK>MR.ONO[OUICt MC4M Pve PYOlR3r.[D. � _ a ' Lag gult-aut Mithdrawal).s.cities (,Ibs,) in tyo o- !- .! s w Gol+�pr lficafi.;ns 1 • r:era9c Istty 5r I ,ft per? 111r [,ep, 5PICY,Whitt pot tli'e,ad dep;P! j • , Fir, Isi'.;}1 ; .i:� S . i,� a .•* .. ........... .. _. _ l .... ...... _ ... .. .. Cmu,riHF' I' Ir 1 * • t ` (naefrnan.I ;nn.,!.e, I t� r ' of EIS 11P5, f @, higheF) r . � ; fi _ ken", r'II � � S3 - i 0561 tiPiTl. Fir 11'r:vtL: F •+ ' r L ' Y PE RMIT# .,. OU BUTTS C N fY DEVELCFMENTSERVICES pn!..e, ilinc. F'f (I- n ni:Hrr rea, vi. EdNhe d c, f.l l .a.l : a x s!" •r' .• l��l �� ..- ,:.. D..FOR , Sources: American Wood Council, NDS 2005, Table 1.1.2 A, 11.3.2 A 1 • `� ®� � �I "A�`Av-' � � , Notes: 1 K ® v I)Thread must be embedded in a rafter or other structural roof member. 2) See NDS Table 11.5.1 C for required edge distances.QAT_�y� ' �� -�y�-- -==--- BY- ` • ti t - �- di u ic- kMo U rit, 617.2.3-7 , �t * .� Apr -2014, Rev 6 r I Classic Composition Mounting lnstrul�fions OnstaGOation'Pools Required.tape measure, roofing bar, chalk line, stud finder, caulking gun, sealant compatible with roofing materials, drill with 7/32" fang -stype bit, drill or impact. gun with• 1/2" deep socket. Locate, choose, and mark centers of rafters to be Carefully lift composition roof shingle with roofing Insert flashing between ist ano tna course. Sime mounted. Select the courses of shingles where . bar, just above placement of mount. Remove nails up so top edge of flashing is at least 3/4" higher mounts wilt be placed, - as required. See "Proper Flashing Placement" on than the drip edge of the 3rd course and lower next page. flashing edge is above the drip edge of 1 st course. Mark center for drilling. Using drill with 7/32" bit, drill pilot hole into roof and rafter, taking care to drill square to the roof. Do not use mount as a drill guide. Drill should be 'long style bit' aka 'aircraft extension bit'to drill a 3" deep hole into rafter. Clean off any sawdust, and fill hole with sealant Slide flashing into position. Prepare hanger bolt compatible with roofing materials. with hex nut and sealing washer. Insert into hole and drive hanger bolt until QBlock stops rotating easily. Do NOT over torque. Insert EPDM rubber washer over hanger bolt into Using the rack kit hardware, secure the rbnIr1i?4. block. (L -foot) to the mount using torque specs from ! racking manufacturer. If racking manufacturer does BI 7.2.3-7 not specify torque setting, tighten to 13 ft. -lbs. Apr -2014, Rev 6 Retefence and Tipp r - -Proper Flashing Mammon' t, r .....""... _ _ .._......_ .. _ __ __ .._.._ - .... - __ - - ___ _ _ ..... _ ._. ............ _ ._. __. -...._ • �y r. Ia_ti'r a .:... .. .:. .. ... .. .fes.. _ - i � all PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWER FOR - 'Apr -2014, Rev 6 BI 7.2.3-7 ,1 CODE COMPLIANCE • . DATE BY ' ..k. Mount 925-478-8269 • www.quickmountpv.com s info@quickmountpvcom 2700 Mitchell Dr., Bldg 2 Walnut Creek, C -A 94598 © 2013 by Quick Mount PV. All rights reserved. _ r NE9Y EIIIIAfiS■O• N I R N■ SMEW . A HEM CKKo11P COMPANY SOLARMOUNT defined the standard in solar racking. New enhancements are designed to get installers off the roof faster than ever before. Components are pre -assembled and optimized to reduce installation steps and save labor time. Our new grounding & bonding process,,eLiminates copper wire and grounding straps to reduce costs. Utilize the microinverter mount with a wire management clip for• an easier installation.. SOLARMOUNT INTEGRATED BONDING ADVANTAGE LOS `E ALL THE COPPERI LUGS �.� /0 911 BANDING & GROUNDING UL21 4) 1MECHANICAL L� PERM11 (TE Q�EVELOPMENT SERVICES L I S, T E 0 S1iS M FIRE CLOII:IGATIDN -_. ,:... y R EVTEW EDFO R t 'CODE COIV�PLIA CE. • DATE . BY f. „ ° BEFO. -. Gt T OFF THE ROOF FAST FVER OPTIRAILZ.ED COMPONENTS • VERSATILITY AVAILABILITY '• DESIGN TOOLS Aft M NE14' EfdµANlrt Ir U affm smouff o®°� A HILn CROUP COMPANY SOLARMOUNT defined the standard in solar racking. New enhancements are designed to get installers off the roof faster than ever before. Components are pre -assembled and optimized to reduce installation steps and save labor time. Our new grounding & bonding process eliminates copper wire and grounding straps to reduce costs. Utilize the microinverter mount with a wire management clip for an easier installation- ice, t t �t �• g.'z° IEit i is 4'Ia-F y t � k :4 � �� .; t - nuffiL2,10"i y S T n h, � t i,oncVi1r.u1 MHEG E.- T 0 F F T ' R 0 0 F F A. S I I T 1n,", A N rE E R. 'BE. F: 0 R. E, OPTIMIZED COli/iPONEWS o VERSATILITY AVAILABi TOOLS PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COQE COMP I CE EKY ar -77 Y' C= z M zA 0 C) C#* 0 0. ce fl-! t.41 V C13 CD CO loommm 5 A LU r U.1 p; cr- L9 0 C= LU C) ic= LL Al < z Lu '4 was a 0. as0 LU _3 0- kD Co La Z uj < > �Z'; A CC z Lu. o U L9 LU F- Cc l- a Cl D r! > Ul C op -�31 CL; ru :Ss� 0�- 51 CM4 0 C LU cp Gi V1 T3 l-"j. � -JX- = "� Q'� �: _ 43 C: Solt CO-03 I o 'S min Q.2 C='r, Uj cn cn -�j m "J, Lu T� P, C= S A > C#** cm0, < rj e '9L _ C= Zj CL 'CL 'z A f A < 15 15 f3 - � W C=., C) G LLJ , 0 . LL- ''02El 2 C) '1; C73 LZ Uj g r M L4 r E i— " , -, . P = ;g :Q. 0 T -, a `2 I I -�Q=l �: I . =j z 2 - CO�03 CX: ~ _ � "B §. L= :'r F- CL k f C= . . ) '9� 1 9 -2 1 , "4 1? c 9L '�M�� t'�'�o�1��pp'4��r�y tC= - P�! — . =,In LAj Z -a LU 4i Ell' t UA VIO / Pcrfcct Wh11d;fig/ S01aT Energy/ Pei feet Charging ' 5 SHIFTING THE LIMITS FRONIUS PRIMO _--� /TheSutiur of residential solar is ]fere - Introducing the new Fronius Primo. =� ®�mmmm mm m m t}t "i l'r In,.:,,1 . (^.ru;riN.•,n l,'r j,Vl lrc', - (lglrrrl L•. (LaArt riTl•! � jau l,luii[ur a41 :,� 1 ro!d.0 rv!rm ii!n,r<< !nvenor:,; ;\',Ir,n rur•rl,vr ih,i �n Rr•.Jo- Inr,•n u!nimr - \ _Q • / With pow( -,,i- categories ranging from 3.8 kW to 15.0 1-.,A/, Ihr. transforvaerless Fronius Primn is dw- icfeal compact sing'te-phase inverter- for residedtial applications: The steel: design is equipped \with the Sr!.apiNverter.hinge rlleuntinr; system 'which allows for lightweight: secure and convenient installation. The Fronius Primo has several inl:eyrated, features that set it apart from competitors including du it pov�ierpciint trackers, highs syst!sl.rt voitaf e, a wide input voltage i'a.nge, Wi-Fi` and SiatSpec Modhlus irtterfraco, and FrAius' onfin(" aiud mohi(e monitoring platform Fronius Sola.rmcb.'1'h.e Fronius Prieto also work's with the l'VOI-IilIS Rapid'S1:uridown Bn.,� foc a reliabte N1{:C 2014 ' solution" and offers a ReveuuN Grade Ul.eterina OP11ori cor[ipletely iweg ate.d.- TECHNICAL DATA FRONILIS PRIMO • 1 i , GENERAL DATA FRONIUS PRIMO 3.8 8.2 FRONIUS PRIMO 10.0-15.0 I,inu'uoion:: hvidlh •; Lri�hl :• drp1l!j l i,.n x Z+.� .�� R.I in: � ' � 21L 1 :: Z+i.S s ti.'i in. w .. ' IL•1;, r,• ul prn4p'!inu - NIiA'IA 4; t • ie��•LI a,rrr .,mw u�pnro. - � . /. 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(11 :.-ll. . , ': 10 1 "!1. {:'l..c )l;t Ii !'i' ': 11, IVI�C,1rIirL {drpb:nd.,•� .-D!i!'.!!I I: '!'1!s i,:,sin:' ._l!!.; 5\ ;,H•bI ;).'3s,u,. I . iII7A l)I !�;rinrtnl+r! Lul!Ii, i!1 iwi')I: Isu:•2 [i)i'f• l.. ,'1 !; y . PROTrbIVE DFVICES STANDARD WITH ALL PRIIA0 MODELS` INTERFACES STANDARD WITH ALL PRIMO MODELS r; bis'! !u.�,ur,. '..:! ,. vii¢'' (!.Inti. :,!: .F1 •il{ii; ,, ni:r. ;,i.; =..,n'�Po. ,d,.r..n, .'I r'1'. C;1'h.!'... y!"•, .. ,.nu .,, • !. '. ... ^,Il:i):r.,n;lb•.d •:r>,iali„,•.; !., INC . PERMIT "BUTTE COUNTY DEVELOPMENT SERVICES 0th•:_r!4: .:_!!.It.,::t!,:..1\'i1.ir,ll:::.,:;,.. REVIEWED FOR - ..,1'a!:,it::. .1, 1 .! . r!•,.i.n .. , ....!,.,a.,Illi>4n!+,r:t.:i:,t!,'::,:f.,`:-ti:'�oni.,ii...!!..:.' � � CODE COMPLI .. CE , DATE �l BY TECHNICAL DATA FROW16S PRIMO INPUT DATA PRIMO 3.8-1 PRIMO 5.0-1 PRIMO 6.0-1 PRIMO 7.6-1 PRIMO 8.2-1 Rcr gnu w'.dol 11V powrr 11:4VpJ' - '.1.() 6.0 kw 4.0 7.6 IcW 4.1,,'1.:5 I,W 6.1 I. 1.7 I:\1' (1.(. 12.7 klb' . 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FV V 20 n ;0.4 (.'i n 40 n +5 n • ,\4.,,Efficiency 96.7'., ,(.) .. ... lr 9'.. _ )(.')',: 97.Un Or 246,V 7 ,11!a eS . s �. ger013 n1ils.i,x:d,lv.::\n,lilnaur:i;r,nl:. n\vc'ly mvc6 1,11:11 ilap;l:uir r3>ll•L L!m � .. . 9.�'YL i � . 11" wer I:Al:lr (ars Ip -A, • ft INPUT DATA PRIMO 10.0.1 PRIMO 11.4-1 PRIMO 12.5-1 PRIMO 15.0-1 1 ICrrnnuu['nJ,;d I'V p„u•rr IL.4Vpl <,U 1:. IaW 1 3.7 L:V ' .I(u) 15.0 I:4\' 12.0 ; 1K.0l.W •.'•NT fl•. d1i nn1'1 .lrilnll 'A,i l':'1 I'i..j 1.]11 tg - ' ' .. . 4421 A !ru:d :uaz. Iir, !urrrl,l - it n n;,ul X11.:: •h•In : it ill .itncul-tl L i li:: ,.:r j�:,; �' 1 1, F<i i'17 .11 _ • 4,1 l.Ji'1 4.t\ .. hrtv:n iu;; cnlla�r rand' 80 V 600 \J < .%irc Inp•rl: roil r.Y - . 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AW; ;r lilt( a, n j'ec salld?sU v, L n / n strarn lcrll(n\\\ Ir ml:rr :n';?\1`U +! n.li m [,v u'•1�: r!u, 't I •li 1 1 I , 00 :1. n .V.r. 3 i " 11 ., tool °.I !'.In'1 �;\', II'•I ;:':. l x::11 �I n:� 00 �•CIO ® WE HAVE THREE DIVISIONS AND ONE PASSION: SHIFTING THE LIMITS OF POSSIBILITY. -%viler)1C1'bl`Ifling,:,-In:nlcpp. pLur.:•.::Lvics:•r unnct?.!utRing ,r:!u'uil.,••1 -au; gn:,i !.:I••aa.-dcfin... IOF.fly. iln n c�.i!1SF'F l_ n rlc.l , u ll nn;d C,, - U`S nPEC .' ql I. d,. v t "r, v., •Ir, I -.Ir Il�r It�l r { � 1 7 1 v,l I - 41 I I,`1+, ., r - r' ! 1� i, r. �:.n n ,till ,n• 1 1 In I,�: ..., t-, „fc. .!1: ,a. . u..,�, r ..1,..,,, 1 t.... t. 1 11,. •.�. ZSZO1: )l ;f 1, ,.,, n ..,,,, .L,:.'PERMPT#_S�Jt�J � _. � 1 1 , 17, J� • ` BUTTE COUNTYDEVECOPMENT SERVICES REVIEWE® FO t 'SlC 1a-7 '.CN.ti 11 CO® COMPLIA i (,)� 1 .. - - , DATE - BY Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Structural Calculations for a Ground Mounted ' Solar Electric System for: �oQ�pFEss/oN� Shea Residence y No. C58724 - 4579 Gardenbrook Dr., * Exp.3-31-17 Chico, CA 95973 LP� 9TF OF C Al Applicable Codes: 2013 California Building Code, 2013 California Electric Code, 2013 California Mechanical Code, American Society of Civil Engineers Standard ASCE 7-10 Minimum Design Loads for Buildings and Other Structures, Local Municipal Code, andfall other codes which are adopted by reference or enacted by law. i Assumed Design Parameters: Soil is Sand, Silty Sand, Clayey Sand, Silty Gravel or Clayey Gravel. ( SW, SP, SM, SC, GM or GC ) or better. Presumptive Load -Bearing Values per Table 18,.02 of 2013 CBC - Contractor, Building Official or Project Engineer shall verify on-site soil parameters. ' Wind Design Speed is 110 mph Exposure C PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES Tilt Angle = 20 degrees +/- REVIEWED FOR CODE COMPLIANCE Flat to Slightly Sloping Terrain DATE �i -r " BY Sht # 1 of 10 2016- 3861 Join Solar Shea Residence Date: October 29, 2016 t Loyd W. Martin Professional Engineer, Inc. ENGINEERED ARRAY FOUNDATION SEESUPPIEMENTAI DRAWINGS Solar PV Array Layout Plan View Q�OF ESS/p\ c� i No. C58724 * Exp. 3-31-17 (PJ CIV1� \rF OF C A0O�� NOTE: There shall be no splice on the rails. Rails must be continuous on its entire length. 2016- 3861 Join -Solar Shea Residence Solar PV Array Section View Sht # 2 of 10 Date: October 29, 2016 Loyd W. Martin Professional Engineer, Inc.. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Loads and Load Combinations for Ground Mount System Y Critical Load Combinations per Section 2.4.1 ,Basic Combinations ASCE 7-10: Load Case 5: D + (0.6W or.0.7E)- (Wind Governs) . Note: r D = Dead Load = 3, psf max W Wind Load = See Analysis for Exposure C 110 MPH - S = Snow Load = 0 psf f FESS . W. 6 y No. C58724 Exp. 3-31-17 sT cwx- 9�F OF C A1.\ Sht # 3 of 10 2016-3861 Join Solar Shea Residence Date: October 29, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Determine Wind. Load per Section 6.5.13.2 ASCE 7-05: �oQROFEss/�"q� F = q,, G CfAs No. C58724 Exp. 3-31-17 Where : sT c/vi� �P �rF OF C F design force q,, = velocity pressure evaluated at mean roof height h as determined in accordance with Section 29.3.2 G' = gust effect factor from Section 26,.9 Cf = net pressure coefficient determined from Figs. 29.4-1 AS = gross area of solar array therefore determine qZ per Section 29.3.2 qZ = 0.00256 Kz KZT Kd V2 psf r z = h = 5ft. Exposure C Wind 110 mph Kz = 0.85 Velocity Pressure Exposure Coefficient ASCE 7-10 Section 29.3.1 and per Table 29.3-1 KZT = 1.0 Topographic Factor ASCE 7-10 Section 26.8.2 Kd ' = 0.85 Wind directionality factor as defined by ASCE 7-10 Section 26.6 and per Table 26.6-1 V = 110 mph Basic Wind'Speed per Section 26.5 and Fig. 26.5-1 Sht # 4 of 10 2016-3861 Join Solar Shea Residence Date: October 29, 2016 Loyd W. Martin Professional Engineer, Inc.. Email: ,loydwmartin@gmail.com www.loydwmartin.com therefore determine qZ per Section 29.3.2: �oQgOFESS/041 qZ = 0.00256 KZ KZT Kd' V2 psf y cT No. C58724 qZ = 0.00256 x 0.85 x 1.0 x 0.85 x (110)` * Exp. 3-31-17 �q CIVIC qZ = 22.4 psf of C a,0 .G = 0.85 Gust Effect Factor ASCE 7-10 Section 26.9 CN = 1.3 +/- Entire Roof Area (conservative over entire roof area) net force coefficient per Fig." 29.4-1 therefore determine F per Section 29.4-1 ASCE 7-10 F = qh G CfAs F = 22.4 psf x 0.85 x 1.3 x AS p +/- 24.8 psf x AS ' Note: Load Combinations for Allowable Stress Design per Section 24.1: 0.6 x F = 0.6 x (+/- 24.8 psf )_x AS 0.6x' F, _ (+/ 14.9 psf) x AS ' Sht # 5 of 10 2016-3861 Join Solar Shea Residence Date: October 29, '2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Loading Diagram for Solar PV Array D = 3 psf. r �oQROFESS/py9l w No. 058724 W = 14.9 psf * Exp. 3-31-17 9rF OF C A\-\F��� o Angle 20° Zo N R1y. P Rix R24 R2X 3'- 3" T- 6" T- 3" Equivalent Component Force Diagram Analyze 20° Condition: Total IF C Total FX 6 • CV Angle = 20° N eL p R1y P R1X R2yl R2X 3'- 31' T- 6,t 31-3-1 Sht # 6 of 10 2016-3861 Join Solar Shea Residence Date: October 29, 2016 + i Loyd -W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com Determine Applied Equivalent Loads for 20° Condition: F y /Tributary Area = 3 psf + 14.9 psf x cos 20 = 17 psf Tributary Area 14 ft x 8 ft x 1/2 _ 56 sq ft F y = 17 psf'x 56 sq. ft. = 952 lbs F x-/ Tributary Area = 14.9 psf x sin 20 = 5.10 psf, - Tributary Area = 14 ft x 8 ft x 1/2, = 56 -sq ft '. F x = 5.10 psf x 56 sq. ft. = 285 lbs �OQ�10F ESSIpNgI AU Force Analysis in Member Elements z r No. C58724 - Exp. 3-31-17 Jl CIV1� �Q 952 # 9rF CF C AL\FO�� " 285 # " 0 952 # N I r 285 # 6 Angle = 20°. . t CV R1y P R1X R2y P R2X 31-3" 71-6" '° 31-311 Sht # 7 of 10 2016-3861 Join Solar Shea Residence Date: October 29, 2016 Loyd W. Martin Professional Engineer, Inc. 2510 W. 237th St. #206. Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com' www.loydwmartin.com Force Analysis in Member Elements Continued - r Max Downward Vertical Load to Footing 952 lbs Max Uplift Vertical Load to Footing 7841 lbs ^ �oQ�°WEss/pNq` o f Lateral Load to Footing = 285 lbs No. 058724 * Up. 3-31-17 `Pl9 C/ I\, �\Q Allowable Loads for 12" Diameter x 48" Deep Pier Uplift Capacity Weight of Foundation Area x Depth x 150 pcf 3.14 x (0.5 ft)^2 x.4 ft: x 150 pcf 471 lbs r` Soil Friction = Surface Area x Cohesion 2010 CBC Table 1806.2 3.14x1.ft.x4ft.x130psf 1,633 lbs > 320 lbs (CBC Sec. 1806.3.2) Array Dead Load = (3 psf x 56 sq ft) = 168 lbs Uplift Capacity = ,471 lbs + 320 lbs + 168 lbs = 959 lbs > 784 lbs OK Use (N) 12" Diameter x 48" Deep Pier as per plans at Supports of Array Sht#8 of 10 2016- 3861 Join Solar Shea Residence Date: October 29, 2016 Loyd W. Martin Professional Engineer, Inca 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.3,10.464:1804 Email: loydwmartin@gmail.com www.loydwmartin.com ' / Compression Capacity Compression Capacity = Area x Bearing Pressure = 3.14 x (0.5 ft)^2 x 1500 psf Compression .Capacity = 1,178 lbs > 952 lbs OK eR°FEss/oNq� 9! No. C58724 Check Soil Pressures of Pole Footing Support Exp. 3.31_17 `PIq C I V I V Check Soil Pressures per 2013 CBC Sec. 1807.3.2.1 Eq'n 18-1 °F Cmo. d=0.5A( 1 +(1 +(4.36h/A))1b) A = 2.34 P / S1 b S, = 200 psf x 1.33 x 2= 532 psf r h = 4.5' b = diameter of footing = 1 ft. A = 2.34 x 285 lbs / (532 x 1) 1.26 dReq'd=0.5x1.26('1+(1+(4.36x4.5/1.26))05) =3.19 ft. < 4ft., Use (N) 12" Diameter x 48" Deep Pier as per plans at Supports of Array ' Note to Building Official: Based upon a review of the proposed plans I'am confident that the proposed ground mounted solar_ PV array is capable of supporting all code required loads with the above mentioned footing. If you have any questions or additional concerns feel free to contact me at loydwmartin@gmail.com, skype id loydwmaritn, or tel: 1-310-464-1804. Thanks. End of Calculations ' Sht # 9 of 10 - 2016- 3861 Join Solar Shea Residence Date: October 29, 2016 Loyd .W. Martin Professional Engineer, Inc.. 2510 W. 237th St. #206 Torrance, CA 90505 Tel: 1.310.464.1804 Email: loydwmartin@gmail.com www.loydwmartin.com r / SUPPORT PER PLANS NATURAL GRADE A 7- / / 12" DIAMETER X 4 FT. DEEP CONCRETE PIER; F'C = 2500 PSI �....... ;� OR BETTER , WRAP (2) LAYERS OF 14 -GAUGE w / GALVANIZED STEEL WELDED' ' u- WIRE • ' ' ' ' ' � Exp. 3-31-17 71t • co 12" 12" , DRAWN BY: LWM D1 PV ARRAY FOUNDATION PIER DETAIL DATE: 10-29-16 SECTION VIEW JOB: 2016-3861 Join Solar LOCATION MAP N SHEA'RESIDENC y t METERED 7.29,KWNET, i - • - ` ". - ` � ! t . L • ' , ..- - • , it . , ' i O��O �,.,' '. • , . • .'` . 44 40 z • �> ,580 PROPERTY LINE ` \ Q .75 ( No. C58724 612 . • • - 31 7 DATE: 7/2016 ��• ciVi� ��� : ' q 149 y t rF OF C A0�� _ ' APPLICABLE CODES /NOTES: 4 _ October 29, 2016 PERMIT #��- •r ,� -230 BUTTE COUNTY DEVELOPMENT SERVICES www. Loyd' W Martin .Com \ . t ' Solar Structures Engineering _ REVIEWED FOR _42016-3861 Structural Only _ \ / _ _ BODE COMPLIA E ' • \ /' DATE ' SYSTEM SPECIFICATIONS: «. TABLE OF CONTENTS DRAWN BY: 4579 GARDENBROOK DR.. MODULE: SUN EDISON SE-F270CDZ 3Y 1. �01nS01 ' CHICO, .CA 95973 - • P.1 COVER SHEET .,...+ JBH • • ` � P.2 � � SITE PLAN -- STRING-INVERTER: FRONIUS,PRIMO 7.6`1 CLIENT PHONE # -'AZIMUTH(§): 180 JOIN SOLAR.` 530-345-9431 P.3 MODULE LAYOUT REV. TILT(S) : 20' - 3760 MORROW LANE SUITE D PA AMOUNTING DETAILS BUSBAR RATING 400A _ r - JURISDICTION: y r CHICO, CA 95928 BUTTE COUNTY. P•5 ELETRICAL SCHEMATIC MAIN BREAKER: 200A =ATTACHMENT TYPE : IRONRIDGE GROUNDMOUNT `. •. 1(855)360 -JOIN ' ;UTILITY P.6 ELETRICAL NOTES • PG&E P.7 STICKER / PLACECARDS • i. UTILITY METER/ PANELBOARD \ & INTERCONNECTION \ 27' ,of ESSIO w. & No. C58724 * Exp. 3-31-17 1 CIV 1\- �\P r 9TF OF C \F October 29. 2016 www. Loyd W Martin .corn Solar Structures Engineering #2016-3861 Structural Only 1 SITE PLAN �V2 SCALE 1 = 30 y y NOTABLE LANDSCAPE 11 %J vI wv1 I v -v . - - r \ I 36' \ EXISTING WELL -' PV AV DISCONNECT \ \ 116' PAREA2200 \ \ FOR BUTTE COUNTY NG INSPECTION BEFORE RING TO VERIFY LLATION \; FRONIUS PRIMO 7.6-1 INVETER PROPOSED \ STRUCTURE 1100 SF \ # OF MODULES: 27 (7.20 kW) MODULE TYPE: SUN EDISON SE-F270CZD-3Y 240' UNDERGROUND CONDUIT AZIMUTH(S): 180° TILT(S): 20° PROPOSED SHOP 1600 SF :C 3011*1solar JOIN SOLAR 3760 MORROW LANE SUITE D CHICO, CA 95928 1(855)360 -JOIN WELL LEECH FREE ZONE EXISTING SEPTIC TANK & LEECH LINES /19' PROFIrDRN LINE PROPOSED SUPPORT PER PLANS NATURAL GRADE TENNIS r� 7200 SF Remove vegetation and debris from under 3., and away from structure. Maintain 1 clearance for a fire safe environment"' KEEP CALIFORNIA GREEN # 12" PREVENT WILDFIRES IN BUTTE COUNTY /j IN ARRAY FOUNDATION PIER DETAIL SECTION VIEW 75.' \ PERMIT # BUTCO NTYDEVEOPME[iv T NTSERVICES \ REVIEWED FOR PV MODULE. CODE COMPLIANCE REFER TO PAGE 3 FOR RACKING D\ (�_BY & STRINGING INFORMATION_ i r 4579 GARDENBROOK DR. CHICO, CA 95973 CLIENT PHONE # 530-345-9431 JURISDICTION: BUTTE COUNTY UTILITY: PG&E TABLE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 MODULE LAYOUT PA MOUNTING DETAILS P.5 ELETRICAL SCHEMATIC P.6 ELETRICAL NOTES P.7 STICK -ER/ PLACECARM 12" DIAMETER X 4 FT. DEEP CONCRETE PIER; F'C = 2500 PSI OR BETTER WRAP (2) LAYERS OF 14 -GAUGE W GALVANIZED STEEL WELDED LL WIRE TENNIS r� 7200 SF Remove vegetation and debris from under 3., and away from structure. Maintain 1 clearance for a fire safe environment"' KEEP CALIFORNIA GREEN # 12" PREVENT WILDFIRES IN BUTTE COUNTY /j IN ARRAY FOUNDATION PIER DETAIL SECTION VIEW 75.' \ PERMIT # BUTCO NTYDEVEOPME[iv T NTSERVICES \ REVIEWED FOR PV MODULE. CODE COMPLIANCE REFER TO PAGE 3 FOR RACKING D\ (�_BY & STRINGING INFORMATION_ i r 4579 GARDENBROOK DR. CHICO, CA 95973 CLIENT PHONE # 530-345-9431 JURISDICTION: BUTTE COUNTY UTILITY: PG&E TABLE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 MODULE LAYOUT PA MOUNTING DETAILS P.5 ELETRICAL SCHEMATIC P.6 ELETRICAL NOTES P.7 STICK -ER/ PLACECARM MODULE MID CLAMP,----/': . MODULE END CLAMP MODULE PLAN SCALE 1'= 10' EQ 8' 81 81 8' EQ ENGINEERED ARRAY - EE FOUNDATION SEE 5`IPPLEMENTAL DRAWINGS PV MODULE \4 -October 29, 2016 www. Loyd W Martin .com Solar Structures Engineering. #2016-3861 Structural Only STING(S) OF (9, 9, 9) PERMIT# (0 2� BUTTE COUNTY DEVELOPMENT SERVICES . REVIEWED FOR COPE COMPLIANCE DATE L 1 131(—#-; - VERIFY ALL OBSTRUCTIONS IN THE FIELD - VERIFY ALL DIMENSIONS IN THE FIELD. - WHERE INDICATED ON PLAN MIN. DIMENSIONS ARE REQUIRED PER THE . "SOLAR PV INSTALLATION GUIDELINE" -PROVIDE RAIL SPLICES AS REQUIRED BY MANUFACTURE'S GUIDELINES - PV MODULE CANNOT BE INSTALLED OVER, OR BLOCK ATTIC VENTS, PLUMING VENTS, FURNACE OR WATER HEATER VENTS ETC. _ ,� llar �;�/-,►.�� J �t,��- +' • *CLI JOIN SOLAR 3760 MORROW LANE SUITE D CHICO, CR 95928 1(855)360,JOIN 4579 GARDENBROOK DR. CHICO, CA 95973 ENT PHONE # 530-345-9431 .JURISDICTION. BUTTE COUNTY UTILITY: PG&E TABLE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 MODULE LAYOUT PA MOUNTING DETAILS P.5 . ELETRICAL SCHEMATIC P.6 ELETRICAL NOTES P.7 STICKER/ PLACECARDS CANTILEVER, CANTILEVER, —"i - — oro A 4 -UP PV SYSTEM PLAN DETAIL Scale: 1/2"=1'-0" EQ. • � 1p.0 MSC. EQ. 2'-6" MAX. EXPOSED ABOVE GRADE i i `2" CROSS PIPE' ?I 2" PIER PIPE', �1! I vgbek )O`1vSa 20* DIAGONA; BRACING, tjJ� I� 1. SCHEDULE 40 PIPE OR ALLIED MECHANICAL TUBING (12GA VV; L�_ THICKNESS) Joinsolar ' •' JOIN SOLAR 3760 MORROW LANE SUITE D CHICO, CA 95928 1(855)360 -JOIN 4579 GARDENBROOK DR. CHICOCA 9597 , 3 CLIENT PHONE # 530-345-9431 JURISDICTION: BUTTE COUNTY UTILITY: or_sQ_G TABLE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 MODULE LAYOUT P.41 MOUNTING DETAILS P.5 ELETRICAL. SCHEMATIC P.6 ELETRICAL NOTES P.7 STICKER/ PLACECARD` ,P )NNECTOR �oQROFESS/ _ve W• � m 9! No. C58724 * Exp. 3-31-17 Lp�9TF OF'C A1-\F���\P October 29, 2016 www. Loyd W Martin .com Solar Structures Engineering #2016-3861 Structural Only CONCRETE FOUNDATION, 1 250OPSI MIN ` A ^" "7DULE, 'HERS )0 RAT -1 ZIDGE IL ECTOR ^`I MODULE, ( OTHERS R1000 RAIL :ONRIDGE 'RAIL :)NNECTOR � PIPE L 3"=1'-0" PV MODULE FRAME IRONRIDGE MID CLAMP n DETAIL, MID CLAMP PLAN 6"=1'-0" IRONRIDGE RAIL PV MODULE FRAME IRONRIDGE END CLAMP G DETAIL END CLAMP PLAN 6"=1'-0" 2" PIPE 1 W z O Q O z 8 DRILUPOUR FOUNDATION Scale: 3/4"=1'-0" D PIPEL 3"=1'-0" :ONRIDGE 'TOP CAP 'PIPE 1 IRONRIDGE MID CLAMP PV MODULE FRAME IRONRIDGE RAIL F DETAIL MID CLAMP FRONT IRONRIDGE END CLAMP PV MODULE FRAME IRONRIDGE RAIL H DETAIL END CLAMP FRONT 6"=1'-0" BY OTHERS, 2" PIPE 1 SPECIFICATIONS VARY I A 'ADDITIONAL ENGINEERING REQUIRED K DRIVEN PIER FOUNDATION Scale: 3/4"=1'-0" 9 O O Q O Z m 0 0 P.41 'ADDITIONAL ENGINEERING REQUIRED /�7F n1,i1lLdCAL PILE FOUNDATION �l (o � ��2� —BUTTE090 T3'pA)c`*VOPMENT SERVICES BY. MANUFACTURERL APPROVED SUNEDISON MODEL SE-F270CZD-3Y RATED POWER OUTPUT @ STC 270 •" OPEN CIRCUIT VOLTAGE (Voc) . 37.8V MAX POWER VOLTAGE (Vmp) 30.2V SHORT CIRCUIT CURRENT (Isc) 9.40A MAX POWER CURRENT (Imp) 8.94A Voc CORRECTION FACTOR (%/deg C) -0.34%,., Vmp/Pmp CORRECTION FACTOR -0.45% INVERTER - L APPROVED MANUFACTURER MODEL FRONIUS Primo 7.6-1 ELECTRICAL SPECIFICATIONS p. `P\ RATED AC,VOLTAGE 240V _ CEC EFFICIENCY 96.0% MAX POWER OUTPUT @ STC 760OW -MAX INPUT -VOLTAGE 600V MAX INPUT CURRENT 18A MPP VOLTAGE RANGE 250V - 480V MAX OUTPUT.CURRENT y 31.7A COMPLY WITH CALIFORNIA ELECTRICAL CODE-AR77CLE250 (2j GROUPS) OF: ` REQUIREMENTS FOR GROUNDING r _ . (2) #10 AWG SOLID (2) #10 PV -TYPE USE -2 (POS, NEG) AND BONDING ,` ; (1) #10 AWG SOLIDGND , (1) #6 BARE CU (GROUND) R' IN 10-2 MC CABLE(S) (INTERIOR) IN (1) 3/4" EMT '. OR 3/4" EMT (EXTERIOR) • • - _ •• •INVERTER INTEGRAL FRONIUS 7.6-1 - (1) #6 BARE CU GROUND ', TYPE -3R POWER INVERTER TO CONNECT. TO RAILS JUNCTION BOX '. Dc POSITIVE INPUTS 2 NEGATIVE INPUTS Remove vegetation and debris from under and away from structure. Maintain } t clearance for a fire safe environment I 3 „ . KEEP CALIFORNIA GREEN PREVENT WILDFIRES IN BUTTE COUNTY ( r— (3)SERIES STRING(S) OF 9, 9, 91 (27 TOTAL) SUN EDISON 9 _ O SE-F270CZD-3Y PV MODULES. L— (2) #10 PV -TYPE USE -2 (POS, NEG) (1) #6 BARE CU (GROUND) IN (1) 3/4” EMT • TO (2) ADDITIONAL COMPLY WITH CALIFORNIA STRINGS) OF (9, 9) ELECTRICAL CODE- ARTICLE 690 . < REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS 0 SYSTEM OVERVIEW # OF MODULES IN SERIES (STRING SIZE) 9, 9,9 # OF MODULES IN PARALLEL (# STRINGS) 3 NUMBER OF MODULES PER INVERTER 27 ARRAY RATED DC POWER OUTPUT STC 7.29 kW 0�kOF ESSI � y4e m - i No. C58724 Label, circuit breaker(s), disconnect(s), * Ex 3-31-17 1) COMPLY WITH CALIFORNL4 ELECTRICAL CODE- AR77CLE 110 REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLATIONS = BUTTE COUNTY DEVELOPMENT SERVICES .fE REVIEWED FOR ODE COMPLIANCE (iB�Ttfl1 IN BREAKER I I 71t6 BY- `- TRENCH 18" UNDERGROUND 1 — .1" PVC SCH 40 AC CONDUIT Provide readily accessible capability to (3) #6 CU THWN-2 CONDUCTORS circuit breaker(s), disconnect(s), - (1) #8 CU GROUND fuse(s),switch(es) and their accessories '•' 90°C WET & DRY as required and defined in California , Electrical Code - BUSSAR RA 11��: 2®® - MAIN. BREAKER: 200, #. OF MODULES: 31 - SYSTEM -SIZE .(kW): 8.37kW fuse(s),switch(es) and their 4579 GARDENBROOK DR. CHICO, CA 95973' CLIENT PHONE #. 530-345-9431 JURISDICTION: BUTTE COUNTY UTILITY: PG&E p. `P\ ; P.1' accessories, to identify their location r P , C 1 V 1 �Q 9rF OF 0 Al \FO�� P.3 MODULE LAYOUT and or equipment MOUNTING DETAILS ELETRICAL SCHEMATIC _ -- _ _ _- _ _ _ _ t October29, 2016 STICKER / PLACECARDS (3) #10 THHN-2/THWN-2 (1) #10 THHN-2/THWN-2 GND �• Loyd W Martin .com IN (1) 3/4" EMT OR (N) 120/240V 1 3w r Solar Structures Engineering NON-METALLIC TUBE MAIN 400A • #201,6-3861 Structural Only DISTRIBUTION PANEL _ FROM UTILITY- " ` TRANSFORMER ' 400AA ` -`� NEW NET METER BY ' UTILITY TO BE PLACED IN "' EXISTING.METER BASE (REPLACE CT CABINET • AND METER BASE IF 200 REQUIRED)PERmr COMPLY WITH CALIFORNL4 ELECTRICAL CODE- AR77CLE 110 REQUIREMENTS FOR ELECTRICAL EQUIPMENT INSTALLATIONS = BUTTE COUNTY DEVELOPMENT SERVICES .fE REVIEWED FOR ODE COMPLIANCE (iB�Ttfl1 IN BREAKER I I 71t6 BY- `- TRENCH 18" UNDERGROUND 1 — .1" PVC SCH 40 AC CONDUIT Provide readily accessible capability to (3) #6 CU THWN-2 CONDUCTORS circuit breaker(s), disconnect(s), - (1) #8 CU GROUND fuse(s),switch(es) and their accessories '•' 90°C WET & DRY as required and defined in California , Electrical Code - BUSSAR RA 11��: 2®® - MAIN. BREAKER: 200, #. OF MODULES: 31 - SYSTEM -SIZE .(kW): 8.37kW • :::. ;-'� .io1n50t-r » .. JOIN SOLAR 3760 MORROW LANE SUITE D CHICO, CA 95928 1(855)360 -JOIN . 4579 GARDENBROOK DR. CHICO, CA 95973' CLIENT PHONE #. 530-345-9431 JURISDICTION: BUTTE COUNTY UTILITY: PG&E TABLE OF CONTENTS ' ; P.1' COVER SHEET. P.2 SITE PLAN P.3 MODULE LAYOUT P:4 MOUNTING DETAILS P.5 ELETRICAL SCHEMATIC P.6 ELETRICAL NOTES P.7 STICKER / PLACECARDS In - EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT PER MANUFACTURE'S REQUIREMENTS. ALL SOLAR MODULES EQUIPMENT, AND THE METALLIC COMPONENTS ARE TO BE BONDED. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. - ALL PLAGUES AND SINGAGE REQUIRED BY THE LATESTEDITION OF NATIONAL ELECTRICAL CODE. REFER TO SHEET 7 (STICKERS AND PLACECARDS). LABEL SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINED PRINTED IN A CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL BE UV RESISTANT IF EXPOSED TO SUNLIGHT. - DC CONDUCTORS SHALL BE RUN IN EMT AND/OR MC (METAL CALD CABLE) AND SHALL BE LABELED, "CAUTION DC CIRCUIT' OR EQUIV. EVERY 5 FT. - EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136 (A) - CONFIRM LINE SIDE VOLTAGE AT ELECTRICAL UTILITY SERVICE PRIOR TO CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER VOLTAGE OPERATIONAL RANGE. - OUTDOOR EQUIPMENT SHALL BE NEMA -3R RATED OR BETTER - ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND ANCHOR CONDUIT RUNS AS REQUIRED PER NEC. = ALL WIRING MUST BE PROPERLY SUPPOTED BY DEVICES OR MECHANICAL MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF -MOUNTED SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SURFACE. NEC 110.2 - 110.4 / 300.4 - ALL Pl„ "'METERS TO BE WITHIN 5 FT OF ANOTHER. - PV METERS TO BE INSTALLEV 1_� ORRECTLY, SUPPLIED FROM THE TOP JAWS. - ALL ROOF PENETRATIONS MUST BE FLASHED. SIMPLY CAULKING DOES NOT SUFFICE. �o0sif ESSIp�,gl W.UA CIO o i No. C58724 * Exp. 3-31-17 OF'C Al F���\Q October 29, 2016 www. Loyd W Martin .com Solar Structures Engineering #2016-3861 Structural Only Joinsolar JOIN SOLAR, 3760 MORROW LANE SUITE D CHICO, CA 95928 1(855)360 -JOIN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLI CE DATE < < ^7 ( BY 4579 GARDENBROOK DR. CHICO, CA 95973 CLIENT PHONE # 530-345-9431 JURISDICTION: BUTTE COUNTY UTILITY: PG&E TABLE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 MODULE LAYOUT PA MOUNTING DETAILS P.51 ELETRICAL SCHEMATIC P.61 ELETRICAL NOTES P 7 1 cTIr`KFR / PI ACFCARns ns 4" WARNING: ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MY BE'ENERGIZED IN THE OPEN POSITION PLACED ON OR ADJACENT TO THE DISCONNECTING MEANS 3:25" PHOTO VOLTAIC SYSTEMS DC SYSTEMS SPECIFICATIONS RATED MPP CURRENT 16.80000 RATED MPP VOLTAGE MAX VOLTAGE SHORT CIRCUIT CURRENT 22.50000 AC SYSTEM SPECIFICATIONS SYSTEM SIZE: 5.355 kVV COMBINED OPERATING RATING: AMPS RATED OUTPUT VOLTAGE: 240 VAC LOO.",TED ON MAIN SERVICE PANEL 2" 411- WARNING „WARNING ELECTRIC SHOCK HAZARD IF GROUNDED FAULT IS INDICATED 2”NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED PLACED ON THE INVERTER, OR PLACED NEAR THE GROUND -FAULT INDICATOR . AT,A VISIBLE LOCATION 4" LOCATED ON THE DC DISCONNECT PORTION OF THE INVERTER . oFEssioNgl 2" No.. C58724 * Exp. 3-31-17 CIVIC - 9TF OF C ALIF�c�C October 29, 2016 www. Loyd W Martin .com Solar Structures Engineering #2016-3861 Structural Only . WARNING: PHOTOVOLTAIC POWER SOURCE PLACED EVERY 10, ON CONDUIT . y . 4.5" WAh `'.KING INVERTER OUTPUT CONNECTION' 1" DO NOT RELOCATE THIS OVER GV'RRENT DEVICE PLACED NEXT TO THE SOLAR BREAKER 4" MAIN PHOTOVOLTAIC SYSTEM AC DISCONNECT LOCATED ON THE AC DISCONNECT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMP BYI CE nATE L I � I-1/1 � BY • STICKERS. AND ��������® Joinsolai " JOIN SOLAR 3760 MORROW LANE SUITE D CHICO, CA 95928 1(855)360 -JOIN 4579_ GARDENBROOK DR. CHICO, CA 95973 CLIENT PHONE # 530=345-9431 JURISDICTION: BUTTE COUNTY UTILITY: PG&E TALE OF CONTENTS P.1 COVER SHEET P.2 SITE PLAN P.3 ''MODULE LAYOUT P.4 : MOUNTING DETAILS P.5 ELETRICAL SCHEMATIC P.6 , . ELETRICAL NOTES P.7 STICKER / PLACECARDS STRUCTURAL CALCULATIONS VERIZON WIRELESS a SKYWAY PSL # 115362 4842 Media Way Paradise, CA 95968 RUM -� couNTY 0,� 9 2016 July 6, 2016 Q FESS! �wQ�p AQA Fac/ `^RMIT # CG 1 BUTTE COUNTY DEVELOPMENT SERVICES _ 11 RE_ VIEWED FOR UOD CO PLIANCE NI` oQFCA i CONRAD L. ALFARO, P.E. Consulting Engineer 34583 Calcutta Dr., Fremont CA 94555 (510) 406-5138 ,x a 6/30/2016 Design Maps Summary Report „ I Design Maps Summary Report User -Specified Input Report Title SKYWAY PSL # 115362 Fri July 1, 2016 05:28:13 UTC 4 Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 39.72730N, 121.68036°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ,.re�•sswnw-• _ _ _ _ .. _ ... .. ___iia .%. s .. _..0 r USGS-Provided Output SS,= 0.621 g' - SMS - 0.810 g SDs = 0.540 g . S, = 0.267 g SM, = 0.498 g So, = 0.332 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application'and select the "2009 NEHRP" building code reference document. MCER Response Spectrum Design Response Spectrum 0.501. 0.81 0.54-- 0.72 .54 0.72 , 0.48 0.63 0.42- 0.54 w 0.36 0.45 0.30- 1A 0.36 1A 0.24- 0.27 .24 .0.27 0.18-- 0.12-- 0.00 .180.12 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Period, T (sec) s Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the Mtp://ehpl-earthquake.6.usgs.gov/design maps/us/summary.php?template=minimalgJaftude=39.7273&iongitude=-121.680361 &siterJass=38riskcategory= 0&e... 1/2 y k cONRAD L. ALFARO, P.E. Structural Deslg by. �o, date: �11 G sheet: F- J SE15MIG FORGE _. l.. MIG..7o0 k OSP P I� SPVT5 Gl.Ays FROM S51SMIC D6 SI Gt MAP I e TH FA GTOR �. p 2.5Rw Got�Tti A TTA G{-1 ,,W"r �Pr ,q.x1x o,S� WP I -� 2xO,2f� WP .�--- U6.5, MIN. FP , ,3ypsIPWP ,�3no.>;rXI:Ox t^fP) ..Ib2WP MAS(. FP - I.G SosiPWP_ .(r.�xfl,S�xt.o xWP)� •��'�WP 3 �" F J O u X Zgoo s 10 2.4 .Io°° T a 3 - BOLT ?�- P12Oviv� Z- g��Ts] PG1� y�D t &a IT IPI, L1 p s 2q•Do r r MFTIo-in 171 7 G U�-S6 ; !� —S8 �� sTAI�t.ESs STSG Tc�m r 2 5 88 � vc�p � 5Z4S � 3 STRUCTURAL NOTES & SPECIFICATIONS , LA STROWL Co. INC. CueE-SS4C21MCI ' .....•``� .�( 4ev RANT CAB) - _ _ - _ - _ oa s1ulr menC sAIE m¢am a ws1 ` I - PXONG PLS-BEB-Y�1 fiVh Y7!-LBB-JS50 1 MS . ' J REM90ES 3' n0. O.OESrRPnO+ 1 8 a.1 16 PlAnnnC N¢ FRONT - - (FOOTPRINT) Int ItrB:ori IWELESS. CHARLES CA®nET♦ 11a L �l 0 - - co F 1n �� �T ;..aenss.czt5m. ;(.+•9v KAKI C -a -EI). 0 Z < 93 �rnL6-V 2 3 - a LRS v a Lel-Y.rosS,^95Y;_ j• 0 O •.rn'-ice' riffot n '•: w IU':cONmrir'Y.B _ (E) COnC SLAB 0 �O .. MA" MR OAIC a JO 16 ` I E: 7094-51 SNEEI -0. TYP EQUIPMENT ANCHOR BOLT INSTALLATIONS 1, - - -1 ' SCALE: I I/2' -Y-0" u,. - V v - � 1 3 STRUCTURAL NOTES & SPECIFICATIONS , LA STROWL Co. INC. CueE-SS4C21MCI ' .....•``� .�( 4ev RANT CAB) - _ _ - _ - _ oa s1ulr menC sAIE m¢am a ws1 ` I - PXONG PLS-BEB-Y�1 fiVh Y7!-LBB-JS50 1 MS . ' J REM90ES 3' n0. O.OESrRPnO+ 1 8 a.1 16 PlAnnnC N¢ FRONT - - (FOOTPRINT) Int ItrB:ori IWELESS. CHARLES CA®nET♦ 11a L �l 0 - - co F 1n �� �T ;..aenss.czt5m. ;(.+•9v KAKI C -a -EI). 0 Z < 93 �rnL6-V 2 3 - a LRS v a Lel-Y.rosS,^95Y;_ j• 0 O •.rn'-ice' riffot n '•: w IU':cONmrir'Y.B _ (E) COnC SLAB 0 �O .. MA" MR OAIC a JO 16 ` I E: 7094-51 SNEEI -0. TYP EQUIPMENT ANCHOR BOLT INSTALLATIONS 1, - - -1 ' SCALE: I I/2' -Y-0" u,. - V r. Mechanical Anchoring Systems .T 2pyrt�` �'-'r.,faY qtr!" -�iy,{,L}` 1 `-1.0 Bolt TZ Expansion Anchor 4.3.4 999 Kwik 1/2 2839 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (lb)1,2 5/8 Nominal Allowable Steel Ca )acity, Static Shear 3/4 Anchor Diameter Carbon Steel Stainless Steel 3/8 1669 2661 1/2 2974 3194 5495 E5/8 3/4 E-:4901 7396 9309. 1 Values are for single anchors with no edge distance or spacing _ reduction due to concrete failure. 2 Allowable static shear loads are calculated by multiplying V5a by the strength reduction factor of 0.66 and dividing by an ct of 1.4' according to ICC ESR -1917 Section 4.2. See Table 2 for Vs. . Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), Normal -Weight Cracked Concrete, Condition B (Ib)1A3,4 Nominal Embedment r •c= zovv z$! ---- - Anchor Depth her Carbon Stainless Carbon Stainless Carbon Stainless a on Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 2 1065 1212 1167 1328 1348 1533 1651 1679 1/2 3-1/4 2178 2207 2386 2418 2755 2792 3375 3419 • 3-1/8 2081 2081 2280 2280 2632 2632 3224 3224 5/8 4 3014 2588 3301 2835 3812 3274 4669 4010 3-3/4 2736 3594 2997 3937 3460 4546 4238 5568 3/4 4-3/4 3900 3900 4272 •4272 4933 4933 6042 6042 1 ' Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Ra as per ACI 318-05 and conversion to ASD In accordance with Table 5. 2 Values are for normal weight concrete. For sand -lightweight concrete, multiply values by 0.85. For all -lightweight concrete, multiply values by 0.75. See ACI 318.05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318-05 DA4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable seismic tension loads for 2,500 psi are calculated by multiplying the pullout strength Nm by the strength reduction � factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318-05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for Npn. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. f'C Npn.cr.l'c = Npn.cr 270c Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (lb)1,2 Nominal Anchor Diameter Allowable Steel Capacity, Seismic Shear Carbon Steel Stainless Steel 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. '2 Allowable seismic shear loads are calculated by multiplying Vsa•sets by the strength reduction 0 factor of 0.65, then multiply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for Vsa• se -is . • w� �•:-: y -d.l: yo-;,. r: }-o �n� •w,.z,�r �l�c:, w,eKe;:__mss :Fa3 . +a. a� .ao< � « �..».�.. .mmoGuide G ide200 tlilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an espahol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-383-4458 1 www.hiW.ca I Product Technical Guide 2008 323