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40-2394 (ELEC)
LICENSED CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 39OZ-65 B C -71l 03/'31 121C Date Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). 11 ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier & policy no. are: Carrier ST/a!'1r itJ1113 Policy No. 1'it5911-143 (This. section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. Signature (Owner/Agent) Date _I - /-BUILDING PERMIT _ DATE rl % '`� fvALUATION LOT JOB SITE ADDRESS OWNER �iama. BLiaMNG ANIS DEVEL 01)N1FNT 1! 41.910 B04MROWAIX r.1'1.'h A-10 AL , DESERT CA SIS fi 1 TS PERMIT # W rl-394 TRACT APN LT49-020-MO CONTRACTOR / DESIGNER / ENGINEER IC Xt ME F3i]s'.C.daWO ./ ID DErT.LAOW NT 1N C 41.910 BOAM)WALK UTE rar1 0 PA1wM. DF31,M' CSA 42.211 (7760776-4840 M-411 2829 OF PERMIT SITE LICH'1 MO.8:t FIXTURES P}31t.A:PPI-<.CNED PLKN/C.&lUCS..3001 CRC. VALLA TION -AG:sFj, 941,3 PLAN CHECK FEE 1©1-000.3-41.9-'31.8 CONSTRUCT1014 3?.H. '101 -WO -418-000 513.517 'EL:WTt' IM, M, 101-000.420-000 a8i.C� MAR 2 3 2004 _;IV OF L.A CkUt aA p1F5F��E DEPT. f -M -7 .l. AL C1 01WE°RL1(MO ARD PLAff C IMC K $923.28 LF -35 PRE -PAD PEE? $0.00 1.70T AL FIMMUMMS IME NOW RECEIPT DATE �`t t �I BY. I /'\,,.•r,,.. IDA��NALW � INSPECyOR 1� . ` 1//ii,//// /C //�/ INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE I INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - IM. Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: %//L lPw aMo 60eA %u DuIT B67t�uCEs/ L19N> �ST.oVOAeA� OK B`/�OY •S7 Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fbdures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power 3 Q Final Utility Notice (Perm) P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 POP BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 To G¢e'Butler,;Building & Safety Manager To CDD -`J-27-2004 From: Oscar Orci, Planning Manager Due Date: 3-5-2004 Status: l" Review Building Plans Approval (This is an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: La Quinta Valley Plaza Site Lighting Addressor general location: 79-390 Hwy 114 (All Parcels)Hwy 111/Dune Palms Applicant Contact: Bob Finch 760-578-3244 The Community Development Department finds that: ❑ :.these Building Plans do not require Community Development Department approval. ...these BuildingPlans are approved b th pP y e Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. Oscar Orci, Planning Manager 3-�-L�-O Date •y FORM 10 ,.- SQUARE EH/H/HT ARM MOUNT GENERAL DESCRIPTION: The Gardco arm mounted Square Form 10 products are sharp cutoff luminaires for high intensity • discharge lamps up to 1000 watts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The H and HT style luminaires are dieformed aluminum with a thermoset polyester finish. Both • products can accept one of eight (8) interchangeable and rotatable precision segmented optical systems. O R D E R I N G PREFIX SIZE CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS EH 19 1 4X 400MH 277 BRA PC Extruded EH 14" 1 Harmrrtal Lamb SEE TABLE 120 dr EH and H26 CD MU Fabricated H 14" S*19Asse.* 1 Type BELOW Y08 BLA HS UB Extruded EH 19"2 3 Type in 240 BRA F AP Twin @ 180• 4X T • Fabricated H 19" Type tv ( 19?18• on,) 277 NA LF AT 2@90 FM Type iv 347 OC MF SG Fabricated H T79" Twin 0 go- Q Type v480 SC PC PTF2 3 QUAD PCR PTF3 Fabricated H 26" Triple @ 90' VS Type vPOLY PTF4 12L�24Qr277 HMT StNe 3@120 14 -and 19" Supplied withaoybc sag rens. l5ctc"y fied - 2771/ BRP QS Tifp* @ 120• as" supped wtih sag glass lons• BLP 4 Medium base, 200w max on 14" urto OC QuadAssembfy FC3V• Fua curos Type l9 SC FCVS' Full Cut ffType v '19' 32OPSMH only. Supplied w/MS3WU/E028/LLC/PS lamp WATTAGE: FINISH: OPTIONS: 14• 1T IZ ZLI BLA Bloc Ano&W CD Clear Drop Diffuser (EH SW -W 11) MW 250MH 1000MIP 1000MM BRA Brace Artodfzed MS Intek Harseside Shi W ppipred sondard wftn FMapds) 150MW 40OMH NA Natural Anod¢ed F Fusing pn head) 175MH 75OPSMH 75OPSMH (4noc1wdithesarAtko7EHardH26*w& dy) LF In-ljw n -P Fusing 200MH 25OPSMW t000PSMH 1000PSMH MF Mast Ann FftW 250*P 32oPSMH' BRP Brom Paim PC pholoconbol and Receptacle 35OPSMH 750HPS 750HPS � Black (K'p�� 19Wwmawmmcombnedportaer ) 175PSM)fA 40OPSMW 1000HPS Receptacle only 450PSMIP Spa* RAL despiatim as sham in C w 11000w mavnum aon&W bnrAm m9tage) 100HPs Selertim Guide ex OCR41.7024 POLY 11dyealborabe Sag Lens 150HPV 250HPS SC special Color Paint 1 ) werAw4Xaptics.45owmaimnon) 400HPS MU 10' Upb'ft Bracket MH Metal Halide UB Quick Discs ned for Ballast Tray PSPkrigh Piessrae sodiran H Pulse Start Metal Halide=AP MpslaW• Knuft - Pole Mount 1. Akdw bass b m (Onlyarjabb r12r 1 and 2@1&P rnmmM9) zaaBabeasm,wr6altaspaP� AT Ac$isladel(nckle-Tenon Mount 3 Ops, SSVb7p(FST 3B'tenan. WA wiA 14•urdD) 4. W39 Ulsa x r/so n737r�y artyb7 SG Sag Glass Lens (m Oeu au Bras) d. A1132arM154 (&g7&ds6rd3d *04xap4aand281VS) 7.W15wM155 "n Pule Top Filter -23TDiameterTenon s. U137M M152 PTF3 Pole Top Filter - 3-312" Mameter Tenon 1r ard�bka aped °'4 PTF4 Pole Top Filter - 3 U24' Diameter Tenon TYPE PREFIX )SIZE CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS s - - Gardcolighting reserves the right to change materials or modify the design of Its product without notiru the companys continuing FVduct mmPrammerd program. The 4X optical system Is protected by U.S. 5690422. ® Copyright Gardco Lighting 2001. An Rights Reserved. International Copyright Segued. C a. c0 1 1 ®F2 BUILDING J=ZN9VEPT UILDING=ZN9VEPT i as part �� rdnumbev+9, FOR CMM* TVCT10 GenMe ThorAs Group C Dir,TEBY FORM 14,SQUARE EH/H/HT ARM MOUNT SPECIFICATIONS GENERAL: Each Gardco Square Form.Ten arm mount is a sharp cutoff luminaire for high inter" discharge Vamps. Unto are desk with hall -cube proportions. IrdemaI cornpoherds are totally enclose4 ral"ght, dust -tight and corrosion resistant No venting of optical system or electrical components is required or permitted. Luminaires are completely assernbled wfth no disassembly required for mstailaftL Lamping requires no lifting or hinging of the luminaire housing, disturbing wiring or aposing wninshdated fare paras. HOUSING: Extruded housings (EH style) are offered in 14' and 19' sites and are composed of precisely mitered anodized aluminum aMisio>s. Fabricated (H style) units are available in 14'.19', T19' acrd 26' saes and are one piece, mulb4brmed aluminum with) an integral reinforcing spline and a single concealed Ohl AD units feats re a press tinned 811.0111M top which Is welded b the housing sides. Pressure iryected silicone provides a continuous weathertight seal at all miters and pouts of matenal tuansNm MM: Extruded ahanimum arm is prewired and secured to tabus by contractor. Assembly is sullable for mounting to pole wilhod regnur" access to lumirreire. LENS: Mitered, extruded anodized aluminum door hams retains the optically dear, heat and impact resistant temper fiat glass in a sealed manner using hollow section, high compliance, memory retentive extruded slTioone rubber. Luminaires with Type 4X optics and 26' VS units feature a sag glass lens and VS unit employs sag acrylic lens. Concealed stainless steel latch and hinge permit easy tootfiess access to the luminaire. OPTICAL SYSTEMS: The segmented Form Ten optical system is homogeneous sheet aluminum, electrochemically brightened. ww&ed and seated. The segmented reflectors are set in faoeted are tube image duplicator patterns to achieve IES Types 1(1), til (3), N (FM), and V (Q - horizontal lamp and VS - vertical lamp) distributions. The mogul lamholder is glazed porcelain with a nickel plated screw shell with lamp grip -'all securely attached to the refheclar assembly,104MH whits have medium base lamphotdec All Metal Halide units In the 19' and 26• housings have lam stabilizers enhsurung precise arc tubs positioning. ELECTRICAL- Each high power factor ballast is the separate component 1yK call" of providing reliable lamp starling down m - 2V F. The ballast is mocuded on a unused tray and seared within the lrrmnam above the wflector system. Component -to oomponeN wiring within the luminaire wiU carry no roe than 8096 of rated current and is fisted. by UL for use at 600 VAC at 150°C or Now. Plug disconnects are fisted by UL for use at 1140 VAC., 15A or higher. FINISH: Extruded housings (EH style) are standard with natural, brace, or talc Aluminum Association Architectual Class 1 anod¢ed MA Special odor polyester firdshes are available. Formed housings (H style) are standard with a chromatic acid pretreatment and an epoxy undercoat. The finish coat is a thermosetting polyester baked at 454' F W achieve an H-21-1 hardness measure. 26' H We units are afro offered with optional Architectural Class 1 anodized f r&A LABELS: AA INt ores bear UL or CUL (where applicable) Wet Location labels. DIMENSIONS C C Size Wfdtlf B htwr 34vM D 14 14' T T 6' 5' 2.2 SSM= n3eaa soeao 1526= nom 19 19' 10' 2' 9' S' 4&Man 25Man SMion seem, tz70an T19 . 19' 12' 2' 7 S' 4a2ean 30MCM ' Seem, 22dean a"co 26 26' 12' 12' 12' 8' SSM m, SSMpm rF LA 1 1 EFR's (IF) B U I She I Se $9 Twin ' 314 14 1.1 2.3 2.9 19 21 4.0 5.5 T19 2.2 4.3 64, 26 3-5 7.0 81 Gardoo U*f&fg feaaves do did fn chwQ0 matutob or modify efe de9pn of m product w IMM nd"ficw3on as pan of me wn6mft pmdrd bromoemad plovan The 4x apdcd systmn Is prafeded by U.& palati number 5690422 2661 Alvarado Street San Lea dnx CA 94577 800827-0758 510/357-0900 in Caffarr4a Fmc 510✓M-3088 . O CapyVd Gudco a 2011. AN Ngtfb Reserved b tmna8onw Seaaed Gardyte Thomas Gmup U.0 QUINTA PY DEPT. VE® UCTION ; i 4 lot UGHTM ± 791154303; Z 6 S 4" STRAIGHT SQUARE STEEL":'__:` ' r s S P E C I F I C A T I O N S POLE SHAFT: The pole shaft is fabricated from a single -piece of 11 ga (A 196") or 7 ga (.1793' commercial carbon steel. The formed steel plate is longitudinally welded providing minimum yield strength of 46 KSI. ANCHOR BASE: The pole anchor base is fabricated from A-36 structural quality carbon steel with a minimum yield strength of 36 KSI. The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom. ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi. Bolts have an "L" bend on one end and threaded on the opposite end. Anchor bolts are galvanized a minimum of 1Y on the threaded end. Four (4) property sized bolts, each furnished with two (2) regular hex nuts, two (2) fiat washers and one (1) lock washer are provided per pole, unless otherwise specified. BASE COVER: A two-piece base cover completely conceals the entire base plate and anchorage. HANDHOLE: The reinforced handhole has a nominal rectangular 2" X 4" inside opening In the pole shag Included is a cover plate with attachment screws. The handhole is located 12" above the base and 180° clockwise with respect to the luminalre arm when viewed from the top of the pole for are arm. For two arms the handhole is located directly under one arm. POLE TOP CAP: Each pole assembly is provided with a removable pole top cap. FINISH: Poles are available with a bronze, natural, white or black electrostatically applied, thermally cured TGIC polyester powdercoat finish. DESIGN: The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions: The wind velocities are based on 10 mph increments from 80 mph through 100 mph. Poles to be located in areas of known abnormal conditions may require special consideration. For example: coastal areas and airports. Poles are designed for ground mounted applications. Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco/Emoo Lighting's recommendation. Height correction factors and drag coeificients are applied to the entire structure. An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole. WARNING: This design information is Intended as a general guideline only. The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage. The addition of any items to the pole, in addition to the luminaire, will dramaticaiy Impact the ERA load on that pole. It is strongly recommended that a qudlified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation. Gardco/Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections. Failure to Insure proper site analysis, pole selection, loads and Installation can result In pole fallure, leading to serious Injury or pop" damage- GENERAL amage GENERAL INFORMATION: Mounting height Is the vertical distance from the base of the fighting pole to the center of the luminaire arm at the point of luminalne attachment Twin arms as charted are oriented at 180' with respect to each other. For applications of two (2) arms at 90" or other multiple arm applications, consult the factory. NOTE: Factory akpplie4 tempIb moist be used %dies selling anchor loft Gwdco 1.10 g will not honor any claim for itnh and anchorage pheemmd ftm W hire to use beiory supplied temp oro CW We In template 1111r targ@r Oran dratnelm of h due afire 4" 40 MWL C,wdm LigAmgIEMM Ugheng reserves the dgta to dwrge materials ar mo ft ere design d fts product wmwtd noflh bon as W of Lire anwWa conftft prodrd kr proverr-u Few - 0 Copyright Cardin t igt&* 2001-2004• Aa Rights Reserved. International Copyright Sewred. 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 51OWT-6900 in Califamie Fax 5101357-0086 Gerayte Thmm Croup LLC iw ... PO LES 411 STRAIGHT SQUARE STEEL GENERAL DESCRIP71ON: The Gardco/Emco Lighting SSS straight steel pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat. All poles include anchor bolts, full base cover, hand hole, ground tug and top cap. ANCHOR BOLT DATA" O R D E R I N G HEIGHT POLE HEIGHT SIZE GAUGE DRILLING PAINTED FINISH OPTIONS 100 MPH SSS 10 4 11 D1 BRP FL H FES ( ) SSS 10' 4' 7 D1 f way BRP Brovrre FES Festoon Outlet 1Z 11 D2 2 way NP Nahoal Ahaninwn AHH Adel Mand Hale 14' D3 3 way BLP Black F 1 rherglw shore hese and 18 D4 4 way WP ' MA& oris taiw to axonal hard hate IV 4 2 3B' OD Tenon PP Prune Painted CL Cotpdmg - hdarridThread parry 24. T4 4' OD Tam GV Gahw&ed (no pa bpm h�aO1e tb=4'. m h�ton hand lute ma size (112 e (trz ; 25' FPGV � 34a r f�w SSS OC Opborraf cow GM -08V angle Stile Ataurd Burnam 11 Refer to Steel Pole Accessories cuWw t 79f7S2b for dS H R� es sham M Cdb►Sebxticrr &arm Add L9' or 4r 8.0 additional FloodligM end BufiAom� Guide) n R01h 24' Ohl Refer m Amesaery Sher! o:eswy0 SC SpeddCedar 78415,Wfordebb (Must sappy ca rd*) 11.7 CATALOG MAXIMUM NUMBER POLE SIZE LUMINAIRE LOADING* ANCHOR BOLT DATA" PREFIX HEIGHT POLE SIZE GAUGE 100 MPH 90 MPH 80 MPH BOLT CMCLE BOLT SIZE MAX PROD. (FTI ( ) EPA+ -P EPA -W EPA -W (bx*m) Onchesj Ond-) SSS 10 4 11 18.9 23.9 30.6 8.0 3/4 x 17 x 3 4.0 SSS 12 4 11 14.8 18.8 24.4 8.0 3/4x17x3 4.0 SSS 14 4 11 11.7 15.1 19.9 8.0 3/4x17x3 40 SSS 15 4 11 8.9 11.8 15.9 8.0 3/4x17x3 4.0 SSS 18 4 11 6.7 9.2 12.6 '8.0 3/4x17x3 4.0 SSS 20 4 11 4.5 6.7 9.6 8.0 3/4 x 17 x 3 4.0 SSS 20 4 7 8.8 11.8 16.0 8.0 3/4 x 17 x 3 4.0 SSS 25 4 11 1.0 _ 2.6 4.8 8.0 3/4x17x3 4.0 '111- d W AdM oral wand loadiM in terms d ERS ban banners, canvas, &mdWft and other aooessodes atti� hed'TdWo pole. rani EPA before shdedrhg Me pile wNh ft appropriate wind bad yc a t BUILD I c tTWt f"' D E . "Factory tempora, ats e muss be used ahseni g ehdnr bo Gauo dWEnLWdi g whlf not honha any dais, for I nc area endwrageplag;rrend resuring frau foam to Ar-PROVED --� roe factory ti I l OV D TYPE PREFD1 HEIGHT SIZE ' GAUGE DRILLING PO CONST4"TION 2661 Alvarado Street San Leandro, CA 94577 Garda Ugh ingOACO Lighting reserves the right to dwage materials or 600)227-0758 moldy the design of its pmdhu3 withal no68cagon as part of the c mywYs 510/357�9001n Ca6fartia conbrung Dmdud bopronowd POW- Fax: 510557-3088 sddgh8ng.00m. 0 CoRrW Gardco UWAI g 2007-2004. AU Rights Reserved. Wemadonat Coprrigtl Segued. Gw" Thomas Group LLC UV EMCD UGKnNG *15.171M04 POLES � 4" STRAIGHT SQUARE STEEL GENERAL DESCRIPTION: The Gardco/Emco Lighting SSS straight steel pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat. All poles include anchor bolts, full base cover, hand hole, ground lug and top cap. O R D E R I N G MAXIMUM LUMINAIRE LOADING' ANCHOR BOLT DATA" 800/227-0758 POLE BOLT PREFIX HEIGHT SIZE GAUGE 100 MPH 90 MPH 80 MPH CIRCLE BOLT SIZE (FT.) (inches) EPA-FT2 EPA W EPA -FV (inches) (inches) MAX PROD. (inches) SSS 10 4 11 18.9 23.9 30.6 8.0 3/4 x 17 x 3 4.0 SSS 12 4 11 14.8 18.8 24.4 8.0 3/4 x 17 x 3 4.0 SSS 14 4 11 11.7 15.1 19.9 8.0 3/4x17x3 4.0 SSS 15 4 11 8.9 11.8 15.9 8.0 3/4x17x3 POLE HEIGHT SIZE GAUGE DRILLING PAINTED FINISH OPTIONS SSS 1.1 10 4 11 D1 BRP FES SSS 10' 4" 7 D1 1 way BRP Bronze FES Festoon Outlet 12' 11 02 2 way NP Natural Aluminum AHH Additional Hand Hole 14' D3 3 way BLP Black Indicate height above base and 15' D4 4 way wP White orientation to original hand hole 18 20' T2 2 318' OD Tenon PP Prime Painted CL Coupling - Internal thread. 24' T4 4' OD Tenon GV Galvanized (no paint) Indicate height strove base, orient talion to hand note and size Oa/ 25! FpGV Finished Paint over Galvanized (specify cold OC Optional Color GM -080' Single Side Mount Bullhom (Specify RAL designation as Bracket Rater to Steel Pole Accessories utshiret 79415-28 for shown in Color Selection 'Add %19' for 1.9' OD or 74' for additional Floodlight and Bullhorn Brackets Guide) 2.4' OD. Refer to Accessory sheet SC Special Color 79415-26 for details ' (Must supply color chip.) CATALOG NUMBER POLE SIZE MAXIMUM LUMINAIRE LOADING' ANCHOR BOLT DATA" 800/227-0758 POLE BOLT PREFIX HEIGHT SIZE GAUGE 100 MPH 90 MPH 80 MPH CIRCLE BOLT SIZE (FT.) (inches) EPA-FT2 EPA W EPA -FV (inches) (inches) MAX PROD. (inches) SSS 10 4 11 18.9 23.9 30.6 8.0 3/4 x 17 x 3 4.0 SSS 12 4 11 14.8 18.8 24.4 8.0 3/4 x 17 x 3 4.0 SSS 14 4 11 11.7 15.1 19.9 8.0 3/4x17x3 4.0 SSS 15 4 11 8.9 11.8 15.9 8.0 3/4x17x3 4.0 SSS 18 4 11 6.7 9.2 12.6 8.0 3/4x17x3 4.0 SSS 20 4 7 8.8 11.8 16.0 8.0 3/4 x 17 x 3 4.0 25 4 'Maiming: Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessories attached to the pole, mist be added to the luminaires) EPA before selecting the pole with the appropriate wind load capability. "Factory supplied template must be used when selling anchor bolts. GardcofEmco Ughting will not horror any claim for incorrect anchorage placement resulting from faiture to use factory supplied templates. TYPE PREFIX HEIGHT SIZE GAUGE DRILLING FINISH OPTIONS Gardco Ughting/EMCO Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. ®Copyright Gardoo Ughting 2001-2004. All Rights Reserved. International Copyright Secured. 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 510/357-6900 in California WEMCO Fax: 510/357-3088 sitelighting.com Genlyte Thomas Group LLC UGKTING UGF TING 79415.17/0104 POLES' 4" STRAIGHT SQUARE STEEL SPECIFICATIONS POLE SHAFT: The pole shaft is fabricated from a single -piece of 11 ga (.1196") or 7 ga (.1793") commercial carbon steel. The formed steel plate is longitudinally welded providing minimum yield strength of 46 KSI. ANCHOR BASE: The pole anchor base is fabricated from A-36 structural quality carbon steel with a minimum yield strength of 36 KSI. The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom. ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi. Bolts have an "L" bend on one end and threaded on the opposite end. Anchor bolts are galvanized a minimum of 12" on the threaded end. Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified. BASE COVER: A two-piece base cover completely conceals,thi entire base plate and anchorage. HANDHOLE: The reinforced handhole has a nominal rectangular 2" X 4" inside opening in the pole shaft. Included is a cover plate with attachment screws. The handhole is located 12" above the base and 180" clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm. For two arms the handhole is located directly under one arm. POLE TOP CAP: Each pole assembly is provided with a removable pole top cap. FINISH: Poles are available with a bronze, natural, white or black electrostatically applied, thermally cured TGIC polyester powdercoat finish. DESIGN: The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions: The wind velocities are based on 10 mph increments from 80 mph through 100 mph. Poles to be located in areas of known abnormal conditions may require special consideration. For example: coastal areas and airports. Poles are designed for ground mounted applications. Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco/Emco Lighting's recommendation. Height correction factors and drag coefficients are applied to the entire structure. An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole. WARNING: This design information is intended as a general guideline only. The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage. The addition of any items to the pole, in addition to the luminaire, Will dramatically impact the EPA load on that pole. It is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation. Gardco/Emco Lighting and Geniyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections. Failure to insure proper site analysis, pole selection, loads and installation can result In pole failure, leading to serious injury or property damage. GENERAL INFORMATION: Mounting height is the vertical distance from the base of the lighting pole to the center of the luminaire arm at the point of luminaire attachment. Twin arms as charted are oriented at 180' With respect to each other. For applications of two (2) arms at 90° or other multiple arm applications, consult the factory. NOTE: Factory supplied template must be used when setting anchor bona. Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates. Cut hole in template 1/18" larger than diameter of Is duff opening 4" Gardco Ughting/EMCO Lighting reserves the right to change materials or modify ft design of its product without notification as part of the comparys continuing product improvement program. 0 Copyright Gardco Lighting 2001-2004. M Rights Reserved. International Copyright Secured. 4.0" Max. o • . Section Base 2661 Alvarado Street San Leandro, CA 94577 800/227-0758 510/357-0900 in California Fax 510/357-3088 sitelighting.com Genlyte Thomas Group LLC SSS4 Pole XX Base Cover 3/4" Anchor Bolts (4) Top Nuts (4) Lock Washers (4) Flat Washers (8) Grout as required after leveling pole Leveling Nuts (4) 0 0 o ° 0 0 Concrete fooling to suit soil conditions EMCO LIGHTING 79415.17/0104 FORM 10 SQUARE EH/H/HT ARM MOUNT S P E C I F I C AT I O N S GENERAL: Each Gardco Square Form Ten arm mount is a sharp cutoff luminaire for high intensity discharge lamps. Units are designed with half -cube proportions. Internal components are totally enclosed, rain -tight, dust -tight and corrosion resistant. No venting of optical system or electrical components is required or permitted. Luminaires are completely assembled with no disassembly required for installation. Lamping requires no lifting or hinging of the luminaire housing, disturbing wiring or exposing uninsulated five parts. HOUSING: Extruded housings (EH style) are offered in 14n and 19" sizes and are composed of precisely mitered anodized aluminum intrusions. Fabricated (H style) units are available in 147,19°, TIT and 26" sizes and are one piece, mul5tormed aluminum with an integral rdnbrdng spline and a single concealed joint All units feature a press formed aluminum top which is welded to the homing sides. Pressure injected silicone provides a continuous weatherfight seal at all miters and points of material transition. ARM: Extruded aluminum arm is prewired and seared to fixture by contractor. Assembly is suitable for mounting to pole without requiring access to luminaire. LENS: Mitered, extruded anodized aluminum door from retains the optically dear, heat and impact resistant tempered flat glass in a sealed manner using hollow section, high compliance, memory retentive extruded sificone rubber. Luminaires with Type 4X optics and 26" VS units feature a sag glass lens and VS unit employs sag acrylic lens. Concealed stainless steel latch and hinge permit easy toolless amass to the luminaire. OPTICAL SYSTEMS: The segmented Form Ten optical system is homogeneous sheet aluminum, electrochemically brightened, anodized and sealed. The segmented reflectors are set in faceted arc tube image duplicator patterns to achieve IES Types 1(1), III (3), N (FM), and V (0 - horizontal lamp and VS - vertical lamp) distributions. The mogul lampholder is glazed porcelain with a nickel plated screw shell with lamp grip - all securely attached to the reflector assembly.100MH units have medium base lampholder. All Metal Halide units in the 19° and W housings have lamp stabilizers ensuring precise arc tube positioning. ELECTRICAL: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to - 20" F. The ballast is mounted on a unitized tray and secured within the luminaire, above the reflector system. Component-b-cOmponent wiring within the luminaire will carry no more than 80% of rated current and is fisted by UL for use at 800 VAC at 150"C or higher. Plug disconnects are fisted by UL for use at 600 VAC, 15A or higher. FINISH: Extruded housings (EH style) are standard with natural, bronze, or black Aluminum Association Architectural Class 1 anodized finish. Special color polyester finishes are available. Formed housings (H style) are standard with a chromatic acid pretreatment and an epoxy undercoat. The finish coat is a thermosetting polyester baked at 450° F to achieve an H -2H hardness re measure. 26° H style units aalso offered with optional Ardulectural Class 1 anodized finish. LABELS: Ail fixtures bear UL or CUL (where applicable) Wet Location labels. DIMENSIONS C C ze Width 6 1-2.m7 34 aMY D 14 14• r 2" 6" 5" 3538 an 17.78 an 508 an 1524= 1270 an 19 19' 10" 2' 9" 5" 120 4828 an 2540 w 508 = 2288 an 12T8 an T19 19" 12' 2' 9" 5" 65 4878 an 48 38an 508 an 22BBan 1270an 26 26' 12" 12" 12' 8"48 Goran 30ABan 30an 30A8m 2== EPA's (fix App vxiffu to Weight PS) Soo S&qe Twin 3K Singte Twin Quad 2661 Alvarado Street Satz Leandro CA 94577 l 8004227-0758 I 510ra7� in Carttorrtis Gardw ary 9 resas the right to dmnge materiels auddy mthe desi{pr 01 its prom www w noffcawr 8as part of Fax 510W73088 the CWVarys awffinLaM pvduct &V � P—. The 4X optical system is protected by U.S. patent ^umber sitaghHng.eom 5890422. ' � • ® copyright Garro ughtbg taw. AB Rlghts Reserved. lrrt met>onat 't seo�ea Gerdt to Thomaa LLC llGHTIIMG { 79115-439M i i i i 14 1.1 2.3 29 30 60 120 19 21 4.0 5.5 55 110 220 T19 22 4.3 6.4 65 130 260 26 3.5 7.0 8.9 95 190 3130 FORM .10 SQUARE EH/H/HT ARM MOUNT GENERAL DESCRIPTION: The Gardco arm mounted Square Form 10 products are sharp cutoff luminaires for high intensity discharge lamps up to 1000 watts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The H and HT style luminaires are dieformed aluminum with a thermoset polyester finish. Both products can accept one of eight (8) interchangeable and rotatable precision segmented optical systems. ORDERING PREFIX SIZE CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Bkdt Anodized EH 19 1 4X 400MH 277 BRA PC Internal Houseside Shield (Sapp4dsurd wM FM apt a) Extruded EH 14" 1 Horimntal tamp SEE TABLE 120 EH and H2s CD MU Fabricated H 14" Single Assembly 1 Types BELOW 208 BLA HS UB WBrwme Point 2 3 Type in 240 BRA F AP Extruded EH 19" Twin @ 15V 4X Type fv (i9'�rfs^onry) 277 NA LF AT Fabricated H 19" 2@90 FM Type tV 347 OC MF SG Fabricated H T19" Twin @ 90' Q Type v 480 SC PC PTF2 talcs &ip*oavdi0) 3 Quartz Standby ' QUAD PCR PTF3 Fabricated H 26" TWO @ 90` VS Type V 120/208240/277 WE SMe POLY PTF4 3@120 14"ard 19 -Supplied w481 aer licsag fens factoryfled ro 277V BRP QS (Only erAame wo 1 and 2@18n' mmmfrrg) L Madre// Eaebm Tdpfe @ 120• 28- supplied with sag glass 1— BLP AQi5W to K Md& -Teron Mmrd 2a3latla Z0 WfCEdbmy W= Q* Medium base, 200w mmr on 14- units 3opiat1 ssvbepr 4.m138om153 OC . SG Sag Glass Lens (11r6eu0ffldg1 %+) 1USesal37bep5tidy 4 (&q*edsbndm r04X0pf®ardffi'YS) se1132ormisrFM t7uad Assembly FC3V' Fun cutoff type tin >:mr$mmiss SC PTF3 Pole Top Filter - 3-3 117 DiameW Tenon am137am152 9. a-a7aab rmr Halmrualap6as arra FCVS' Fun cutoff Type V PTF4 Fble Top Filler - 3124' DiameterTeron ' '19-3WPSMH ar* Suppfled w1MS3=U/E02WUc(PS lamp WATTAGE: FINISH: OPTIONS: L 1 I! BtA Bkdt Anodized CD ClearDmp Diffuser (D1 Style ady) 100MH' 250111 1000** 1000MH BRA Brom Arwdaed , HS Internal Houseside Shield (Sapp4dsurd wM FM apt a) 150MW 400MH NA Natural Arwdmd F Fusing (M Hs4 ' 11511M 750PsmH 750PSMH (ModredfurWwarctadbonEHardlfffi'uarlison" LF IMinalln?WeFusing 1000PSN1t 200MH 25OPSM2OPSM)P 1000PSMH MF Mast Arm Filler 225111110P3W WBrwme Point PC Pholontrof and Receptacle 35OPS111 750HPS 750HPS BLP BladcPaud (wawan4W.19trmw&n=,, mredduimrde:am�a) , OC optional Color Paird PCR Pi otoconlyd Receptacle only 175PSNW 400PS1111' 1000HPS SpedyRkdesl naftasshom inCadrr (1wowmmk=mmkiedOmm�weftp) 450PSMH' Sdec&n Orae eL OPULMa POLY Roycarbonafe Sag Lens 100HPS SC Special Color Paint (m6e,d�rgtaaswaw�n4Xapt�4sarmaainun). . 150HPS' 250HPS talcs &ip*oavdi0) QS Quartz Standby ' 400HPS MU 1(r Up Il Bradmt MH Metal Halide UB Quick Disconnect for BMW May PSMH Puise Start Metal HaWe AP AQjudaMe Kmldde - Me Mount HPS wo Pressure So&= (Only erAame wo 1 and 2@18n' mmmfrrg) L Madre// Eaebm _ AT AQi5W to K Md& -Teron Mmrd 2a3latla Z0 WfCEdbmy W= Q* ob23B'fpmar>,wAmM14'mb) 3opiat1 ssvbepr 4.m138om153 SG Sag Glass Lens (11r6eu0ffldg1 %+) 1USesal37bep5tidy (&q*edsbndm r04X0pf®ardffi'YS) se1132ormisrFM FbieTop Fitter -23)B'Diameter Tem >:mr$mmiss PTF3 Pole Top Filter - 3-3 117 DiameW Tenon am137am152 9. a-a7aab rmr Halmrualap6as arra PTF4 Fble Top Filler - 3124' DiameterTeron TYPE PREFIX /SIZE CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Garden Lighting reserves the right to dmVe materials or modify the design of its product without notification as part of the comparrys continuing product improvement program. The 4X opfiad system Is protected by U -S, patent number 5690422. 2661 Alvarado Street San Leandro, CA 94577 800227.0758 510/357-6900 in California Fax: 5101357-3088 site6ghting.com 0 copyright Gahm Lighting 2001. Ali Rights Reserved. International Copyright Seamed. Genlyte Thomas Group LLC LJV 1" I I IN V 7911543)503 Revislnn t7ale:.AuOus[ 12. 1998. File: caenOrform%secllon Propertles of ceesl.doc s , NOTES: $ecGori properlles and allowables tjrecanpuled In.accordance wilh the i 1986 edilion of.Ihe AISI specibcalions with 1989 addendum. o Ir and lyare for deAecllon delerminallon x - x .. • S• and Sy are for bending • Fy =. 57.0 KSI • Fu = 70.0'1(SI Y GENERAL 1'BE TIrNFR r PORTIES Secllon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y -Y D x B Gage 9 Thick Weighl Area Lip . M. V, I. S,. R. Ir Sr, Rr In In Ib / If Int in fl - k kf s In' In' (in) in' ins In 8 x 2.5 C16 8 x 2.5 16 0.059. 2.996: 0.822 0.773 4.744 2.332 7.791 1.668 3.078 0.675 0.335 0.906 8 x 2.5 C15 8 x 2.5 15 0.065 3.080 0.906 0.788 5.415 3.124 8.566 1.904 3.075 0.743 0.375 0.906 8 x 2.5 C14 8 x 2.5 14 0.070 3.317. 0.976 0.800 5.827 3.907 9.210 2.049. 3.072 0.800 '. 0.408 0.906 8 x 2.5 C13 8 x 2.5 4.028 1.185 0,836 7.683 7.023 11.126 2.701 3.065 0.970 0.511 0.905 8 x 2.5 C12 8 x 2.5 L130.085 0.105 4.976- 1.463 0.885 9.705 12.661 13.649 3.412 3.054 1.1960.649 0.904 10.x 2.5 C18 10 x 2.5 0.059 3.197 0.940 0.773 5.863 1.842 13.256 2.061 3.755 0.719 0.3360:875 10 x 2.5 C15 10 x 2.5 15 0:065 3.522 1.036 0.788 6.830 2.466 14.582. 2.401 3.752 0.792 0.376. 0.874 10 x 2.5 C14 10 x 1.5 14 0.070 3.793 1.116 0.800 7.608 .3.083 15.685 2.675 3.750 0.853 0.410 .0.874 10 x 2.5 C13 10 x 2.5 13 0.085 4.606. 1.355 , 0.836 10.489 5.538 18.973 3.688 3.742 .1.035 0.513 _ 0.874 10 x 2.5 C12 10 x 2.5 12 0.105 5.690 1.673 0.885 13.263 10.483 '23.316 4.6633.733 1.217 0.654 0.874 12 x 2.5 C16 12 x 2.5 16 0.059 3.598 1.058 0.773 6.997 .1.522 20.601 .2.460 4.412 0.754 0.337 0.844 " 12x2.6 C15 12 x 2.5 . 15 0.065 3.964 1.166 0.788 8.119 2.037 22.670 2.855 4.410 0.830 0.371 0.844 12 x 2.5 C14 12 x 2.5 14 0.070. 4.269. 1.256 0.800 9.014 2.546 24.391 3.169 4.407 0:894 0.411 0.844 12 x 2.5 C13 12 x 2.5 13 0.085 5.184 1.525 -' 0.836 13.385 4.571 29.529 4.706 4.401 1.085 0.515 0.844 12 x 2.5 C12 12 x 2.5 12 0.105 6.404 1.883 0.885 17.222 . 8.646 36.329 6.055 4.392 1.340 0.657 0. I.: Revislnn t7ale:.AuOus[ 12. 1998. File: caenOrform%secllon Propertles of ceesl.doc • o x Y e jam( x IFu=70.0KSI, y NOTES: Section properties and allowables are computed In accordance %Vlh the 1986 edition of the AISI specific a Ilons. YA Ih 1989 addendum. 1. and Ir are for denecllon determination • S. and Sy are for bending • Fy=57.0 KSI Section Name GONERALPATA DIMENSIONAL PROPERTIES. SECTIONPROPIERTIES AXIS X -X AXIS Y -Y ALLOWABLES. D x B• On) Gage a Thick n Weight Ih / 11 Area in2 Lip (in) M, ft - k V, (kips) I. (in,) S., ins R, in it Ing Sr, ins Rr in 14 x 2.5 C18 14 x 2.5 16. 0.059 4.000 1.176 0.77.3 8.144 1.298 30.063 2.863 5.055 0.781 0.337 0.815 14 x 2.5 C15 14 x 2.5 15 0.065 4.406 : • 1.296 0.788 '9.427 1.73.5'. 33.089 3.314 5.053 0.861 0.318 0.815 14 x 2.5 C14 14 x 2.5 14 0.070 4.745 1.396 0.800• ' 10.444 2.169 35.608 3.672 5.051 0.927 0.412 0.815 14 x 2.5 C13 14 x 2.5 13 0.085 5.762 1:695. 0.836. 15.347 3,891 .43.134 5.396 5.045 1.126 0.516 0.815 14 x 2.5 C12 14 x 2.5 12 0.105. 7.118 2.093 0.885 21.580 7.351 53:110 7.587. 5.037 1.390 0.659 0.815 Revlslon Dale: August 12, 1998 Flle: c:%engr(ormisecllon proper Iles of cees2.doc Revision Dale: August 12, 1998. File: c: tengrformiseclion properties of cees3Qoc . Y 8 .. I- �( NOTES; Section properlles and allowables are computed In accordance with the 1986 edition of the AISI specifications with 1989 addendum. 1. and Ir are for deflection ox - x � •determination • Seand Sr are for bending . �R•.1e75 Fy = 51.0 ICSI • IFu = 70.0 KSI GENERAL PAT#% SECTION PROPERTIEG Section Name DIMENSIONAL PROPERTIES ALLOWABLES ' AXIS X -X AXIS Y -Y D x B Gage 9 Thick Weight Aiea Llp M. V, I. S.. R, I r S r R r On) In ib /If int �1� fl - k kis in' in' in in' inr in 8 x 3.5 C16 8 x 3.5 16 0.059, 3..197 0.940 0.773 4.870 2.332 9.652 1.712 3.204 1.523 0.548 1.273 8 x 3.5 C15 8 x 3.5 .15 0.065 3.522 1.036 0.787 5.714 3.124 10.612 2.009. 3.201 1.678 .0.614 1.273 8 x 3.5 C14 8 x 3.5 14 0.070 3.793 1.116 0.800 6.402. 3.907 11.411 2.251 3.198 1.808 0.670 1.273 8 x 3.5 C13 8 x 3.5 13 0.085 4.606 1.355 '0.836 8.092 7.023 13.789 2.845 3.190 2.196 0.841 1.273 6 x 3.5 C12 8 x 3.5 12 0.105 5.690 1.673. 0.885 10.164 12.681 16.921 3.574 3.180 2:712 1.074 1:273 10 x 3.5 C 16 10 x 3.5 16 0.059 3.598 1.058 0.773 6.071 .1.842 16.171 2.134 3.909 1.633 0.550 1.242 10 x 3.5 C15 10 x 3.5 15 0.065 3.964 1..166 0.787 7.102 2.466 17.190 2.497 3.906 1..800 0.617 1.243 10 x 3.5 C14 10 x 3.5 14 0.070 4.269 1.256 0.800 8.033 3.083 19.136 2.824 3.904 1.939 0.673 1.243 10 x 3.5 C13 10 x 3.5 13 0.085 5.184 1.525 0.836 11.022, 5.538 23.151. 3.975 3.897 2.356 0.845 1.243 10 x 3.5 C12 10 x 3.5 .12 0.105 6.404 1.883" 0.885 13.827 10.483 ' 28.456 4.861 3.887 2.90' ! 1:.082 .. 1.243 12 x 3.5 C16 12 x 3.5 16 0.059 • 4.000 1.176 0.773 7.279. 1.522 24.808 2.559 4.592 1.721 0.552 1.210 12 x 3.5 C15 12 x 3.5 15 .0.065 4.406 1.296. 0.787 8.494 2.037 27.299 2.986 4.590 1.897 T 0.618 1.210 12 x 3.5 C14 12 x 3.5 14 0.070 4.745 1.396 0,800 9.586 2.546 29.372 3.370 4.588. 2.044 0.675 1.210. 12 x 3.5 C13 12x 3.5 1.3 0.085 5.762 1.695 0.836 13.294 4.571 35.563 4.674 4.581 2.484 0.849 1.211' 12 x 3.5 C12 12 x 3.5 12 0.105 7.118 2.093 0.885 17.900 8.646 43.758 6.293 4.572 x.071 1.088 1,211 Revision Dale: August 12, 1998. File: c: tengrformiseclion properties of cees3Qoc . Y Section ro er'lies and ailowables are computed 16 accordance wilh lhe" - - 1986 edilion of the AISI specl6calions with 1989 addendum. , x x is and lyare for denecllon delerminallon �A•.187s • S, and Sy are for bending - Fy=57.0KS1 v Fu =70.0 KSI , Section Name DIMENSIONAL PROPERTIES ALLOWABLES D x 9 Gage 9 Thick Vllelghl Area Lip M, V. AXIS X -X I. AXIS Y•Y in In Ib / If In2 (in) fl - k kl s In , S.. in' R' in Ir Sy Rr 14 x 3,5 C16 14 x 3.5 16 0.059 4.401 1.194 0,773 8.489 1.296 35,797 sin5 in' inr in 14 x 3.5 C15 14 x 3.5 15 0,065 4,848 1.426 0,787, , .2 5.259 1.793 0.552 1,177 9.893 1.735 39.399 3.478 5.257 .1.976 0.619 1,177 14 x 3.5 C14 14 x 3.5 14 0.070 5,221 1.536. 0.800 11.148 2-1.69 42,400 3.920 5.255 2.130 14 x 3.5 C13 14 x 3.5 13 0,085 6,340 1.865 0,676 1,178 0.836 - 15,370 3.891 51.364 14 x 3.5 C12 14 x 3.5 12 0.105 7,832 2.303 •0.885 5.404 5.248 2.589 0.851 1,178 21.533 .7.357 63.246 7.571 5.240 3,202 1.091 1,179 Y N Revision Dale: AuOnsl 12, 1999 -Ile: c:len0rform%secllnn properlles of cees4.doc• . X Secllon Name J -_x R=.1875 I• Y GENERALPATA• DIMENSIONAL PROPERTIES ALLOWABLES NOTES: Section properties and allov✓ables are computed in accordance vrilh the 1986 edition of the AISI specifications with 1,989 addendum. Ir and Iyare for defleclion delelminallod " • S• and Sy are for bending , • FY 57.0 KSI Fu = 70.0 KSI AXIS X -X AXIS Y -Y D x B On) Gage Thick In Weight Ib /.If Area ' int . Lip In' M, fl - k V, (kips) is. In' Sr, in' R, (in) ly ins Sy, in' Ry in 8 x 3.5 C16 (2) 8 x 3.5 ' 16 0.059 .6.394 1.881 0.773 9.739. 4.665 19.303' 3.424 ' 3.204 5.133 0.963. 1,652 8 x 3.5 C15 (2) 8 x 3,5 15 0.065 7.044 2.072 0.787 11,728 6.248 21.225 4.018 3.201 5.674 1.078 1.655 8 x 3.5 C14 (2) 8 x 3.5 14 0.070 7.586 • 2.231 0.900 12.803 7.814 22.822 4.501 3.198 6.130 1.178 1.657 8 x 3.5'C13 (2) 8 x 3.5 13 0.085 9.212 2.709.' 0.836 16A83 14.046 27.578 5:690 3.190 7,506 1.502 1.664 8 x 3.5 C12 (2) 8 x 3.5 12 0,105 11.3794 3.347 0.885 20.329 25.320 33.843, 7.147' 3.180 9.374 1.971 1.674 N Revision Hale: nugusl 12, 1998 .Fite: 0en9rlormisedlon properties of cees5t& Y a, "`. �1986 T "' x -- =� e: NOTES: Section properties and ailowabies are computed In accordance v`Ih the edition of the AISI specifications wish 1989 addendum. , Ir and Iyare for deflection determination • S, and Srare for bending Fy=57.0 KSI ' Fu = 70.0 KSI Section Name GINERALOATA DIMENSIONAL PROPERTIES ALLOWABLES • SECTION MOKPO AXIS X -X AXIS Y -Y D x B1 x B2 in Gage 9 Thick in Weigh[ Ib / If' Area int Lip in M, fl - k V, (kips) I. ins S., 1( n') R. in it ins Sr, ins Rr in BES 16 8 x 3.375 x 5 16 0.059• 3.598. 1.058 1,088. 5.377 2.350 10.936 1.890 3.215 2.902 0.717 1.656 BES 14 8 x 3.375 x 5 14 0.070 4.269 1.256. 1.114. 7.109 3.937 12.924 2.499 3.208. 3.440 0.876 1.655 BES12 8 x 3.375 x 5 12 0.105 6.404 1.883 1.200 11.379 12.754 19.143 4.001 3.188 5.142 1.408 1.653 10ES18 10 x 3.375 x 5 16 0.059 4.000 1.176 1.088 6.803 1.853 18.319 2.392 3.946 3.117 0.719 1.628 IDES14 10 x 3.375 x 5 14 0.070 4.745 1.396 1.114 8.991 .3.102. 21.670 3.161 3.941 3.697 0.880 1.628 t0ES12 10 x 3.375 x 5 12 0.105 7.118 2.093 1.200 15.523 10.546 32.195 5.458 3.922 5.537 1.422 1.626 12ES16 12 x 3.375 x 5 16 0.059 4.401 1.294 1.088 8.233 1.529 28.050 2.895 4.655 3.294 0.721 1.595 12ES14 12 x 3.375 x 5 14 0.070 5.221 1.536 1.114 10.852 2.559 33.201 3.815 4.650 3.907 0.883 1.595 12ES12 12 x 3.375 x 5 12 0.105 • 7.832 2.303 1.200 20.305 8.689 49,422 7.067 4.632 5.855 1.430. 1.594 14ES 16 14 x 3.375 x 5 16 0.059 4.802 1.412 1.088 9.666 1.302 40.364 3.398 5.346 3.441 ' 0:722 1.561 14ES14 14 x 3.375 x 5 14 0.070 5.697 1.676 1.114 12.7192.178 47.193 4.472 5.341 4.082 0,886 1.561 • 14ES12 :14 x 3.375 x 5 12 0.105 8.546 2.513 1.200 23.887 7.388 71,250 8.398 5.324 6.120 1.436 1.560 Revlslon Dale: Aiigiisl 12, 1998 Flle: c:lengr(brm%secllon properlles.of.eave slmis.doc y 1' NOTES: Section properlies.and allowables are compelled in accordance wilh the R-0. 1875 1986 edition of the AISI specifications wilh.1989 addendum. x x •, I, and lyare for defi66lion determination • S; and Sy are for bending _L_4 • FY=57.OK51 �. e� Fu = 70.0 KSI Y `r. e e e Secllon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X. AXIS Y•Y D x B 1 x B2 Gage Thick Weight Area Lip M, V, I, S„ R In (n Ib / If int in . fl - k k( Ips) . In ln� Ian (nrr : nr3 in B x 2216 8 x 2.125 x 2,375 16 0,059 2.796 0.822 0.911 4.970 2.332 7.759 1.747 3.072 1.081 0.338 1.146 8 x 2Z15 8 x 2.125 x 2.375 15 0.065 3.08b 0.906 0.922 5.599 .3.124 8.534 1.969 3.069 1.194 0.388 1.148 8 x 2Z14 8 x 2.125 x 2.375 14 0.070. 3.317 0.976. 0.930 6.078 3.907 9.177 2.137 3.067 1.289 0.429 1.150 8 x 2Z13 8 x 2.125 x 2.375 13 0.085 4,028 1.185 0.956 7,749 7.023 11.095 2.724 3.060 1.571 0.544 1,154 8 x 2212 8 x'2.125 x 2.375 12 0,105 4.976 1.463 0.990 9.519 . 12.661 13.624 3.347 3.051 1.967 0.678 1.160 10 x 2Z16 10 x 2.125 x 2.375 16 0.059 3.197 0.940 0.911 6.154 1.842 13.215 2.164 3.749 1.081 0.338 1.012 10 x 2Z15 10 x 2.125 x 2.375 15 0.065 3.522 1.036 '.0.922 7.214 2.46614.541 2.536 3.747 1.195 0.388 1.074 10 x 2Z14 10 x 2.125 x 2.375 14 0.070 3.793 1.116 0.930 8.130 3.083 15.642 2.858 3.745 1.290 0.426 1.075 10 x 2Z13 10 x 2.125 x 2.375 13 0.085 4.606 1.355 0.956 10.600 5.538 18.933 3.727 3.738 1.578 0.544 1.079 10 x 2212 10 x 2.125 x 2.375 12 0.105 5.690 1.673 0.990 13.043 10.483 23.285 • 4.586 3.730 1:968 0 676 1.085 Revision Dale: Augusl 12, 1998 File: c: lencirform%secllon properlles of zee1.doc ' Y NOTES; Seclion properlfes and allowables are'compuled In accordance wish the R-0.1875 1986 edilion of the AISI speci6calions with 1989 addendum. x x I, and (rare for deflection delermination i •' S, and Syare for bending . • Fy = 57.0.KSI -Fu = 70.0 KSI '. GENERAL P• SECTI .. ERTIE Secllon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y -Y ' D x 131 x B2 Gage g Thick Weight Area Lip M. V, 1, S.. R. Ir Sr. Rr in in 1b'/ If Int in A - k) kis ins ins in ins in' n 10 x 3Z16 10 x3.125 x 3.375 16 0.059 3.598 1.058 :0.911 6.348 1.842 16.131 2.232 3.904 2.582 0.488 1.562 10 x 3Z15 10 x 3.125 x 3.375 15 0.065 3.946 .1.166. 0.922 7.361 2.466 17.749 2.588 3.902• 2.852 0.532. 1.564 10 x 3214 10 x 3.125 x 3.375 14 0.070 4:269 1.256 0.930 8.269 3.083 19.094 2.901 3.900 3.077 0.570 1.566 10 x 3Z13 10 x 3.125 x 3.375 13 0.085 5.184 1.525 .. 0.'956 11,185 .5.538 23.112 3.933 3.893 3.759 0.698 1.570 10 x 3Z12 10 x 3.125 x 3.375 12 0.105 6.404 1.883 0.990 14.029 10.483 28.421 4.932 3.885 4.681 0.956 1.577 12 x 3Z18 12 x 3.125 x 3.375 16 0.059 4.000. 1.176 0.911 7.608 1.522 24.759 2.675 4.588 2.583 0.490 1.482 12 x 3215 12.x 3.125 x 3.375 15 0.065 4,406. 1.296 0.922 8.806 2.037 27.250 3.096 ' 4.586 2.852 0.534 1.484 12 x 3Z14 12 x 3.125 x 3.375 14 0.070 4.745 1.396 0.930 9.869 2.546 .29.321 3.470 4.584 3.078 0.513 1.485 12 x 3Z13 12 x 3.125 x 3.375 13 0.085 5.762 1.695 0.956 13.462 4.571 35.515 4.733 4.578 ' 3.760 0.701 1.490 12 x 3Z12 12 x 3.125 x 3.375 12 0.105 7.118 2.093 0.990 18.129 8.646 43.722 6.374 4.570 4.682 0.959 1.495 14 x 3216 14 x 3.125 x 3.375 16 0.059' 4.401 1.294 0.911 8.873 1.296 35.739 3.120 5.255 2.583 0.490 1,413 14 x 3Z15 14 x 3.125 x 3.375 15 0.065 4.848 1.426 0.922 10.256 1.735 39,342 3.606 5.253 2.853 0.535 1.414 14 x 3Z14 14 x 3.125 x 3.375 14 0.070 5.221 • 1.536 0.930 11.479 2.169 42.339 4.036 5.251 3.078 0.575 1.416 14 x 3213 14 x 3.125 x 3.375 .13 0.065 6.340 1.865 0.956. 15.572 3.891 51.307 7.240. 5.246 3.760 0.704 1.420 14 x 3212 14 x 3.125 x 3,375 12 0,105 7.832 2.303 0.990 22.092 7.357 63.204 7.767 5.238 4.682 0.9.6 1- 1.426 C" Revision Hale: Aurlusl 12, 098 C" 6engrform%seclion propertles of 2ee2.doc 12' NET COVERAGE NOTES: 2 5116' 7 318' 2 511f- The panel sectlon properties have been calculated In accordance with the 1986 edition of the AISI specifications with 1989 addendum. 13116' 7/8' 5/8 I. Is for deflection determination • S, Is for bending M, Is allowable bending moment c • The panel weight has been deducted from the allowable loads. • Values shown for wind load deflection are limited by a maximum deflection ratio of U120 ' 12" Ultra•Dek & Double-Lok Panels Allowable load values shown are based on panel covering 3 equal continuous spans.. Multiply allowable stress values shown by 0.8 for 2 span conditions • Load [able values do not Include web crippling requirements PANFUROPERTIES'""' GA. Design Thickness Weigh( Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) (in) (psf) (ksi) I, S, M, I, S. hit Ino / fl Ina / ft In-kip I ry In4 / fl Ina / It In-kip/ ry 24 0.0223 1.34 .50.0 0:3276 0.1471 4.40 0.2010 0.1090 3.26 22 0.0285 1.72 50.0 0.4225..'.0.1907 5.71 •0.2772 0.1459 4.37 24 GAUGE 22 GAUGE Span In Feel Live Load Stress . Live load Deflection Live Load Stress Live Load Deflection 4.0 158 681. 211 901 5.0 .100 348 134 461 6.0 69 202 93 267 7.0 51 127 68 168 Revision Date: June 16, 1996 File: cAengrformisecllon propertles of panels-.12-udj@l.doc Revision Date: June 16; 1998 File: cAengiform%section properties of panels - 18-udAyll.doc ' 18' NET COVERAGE NOTES: ' 2 5/16' 13 3/8' 2 5/16' The panel secllon.propedles have been calculated In accordance with the 1986 edition of the AISI specifications with 1989 addendum. 13116' 118' I, Is for deflection determination 518 4 3/16' 5' 43116 • S, is for bending 1' : • M, Is allowable bending moment NA The panel weigh[ has been deducted from the allowable loads I 1 1518' �— Values shown for wind load deflection are Ilmlled by 'a maximum deflection ratio of L/120 18"Ultra-Dek & Double -Lok Panels Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress values shown by 0.8 for 2 span conditions • Load [able values do not Include web crippling requlremenis , Design Thickness Weight Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) GA. (in) (psi) (ksi) i, S, M, h S, M, In' I It Ina / It In-ki / h In' /ft Ina / ft in-ki / fl 24 0.0223 1.22 50.0. 0.2599 0.1057 3A7 0.1349 0.0749 2.18 22 0.0286 1.56 50.0 0.3354 0.1379 4.13 0.1867 0.0976 2.92 ALLOWABLEO• POUNDS PAR SQUARE FOOT. Span In Feel 24 GAUGE 22 GAUGE Live Load Stress' Live Load Deflection Live Load Stress Live Load Deflection 4.0 105 508 141 672 5.0 67 260 90 344 6.0 46 151 62 199 7.0 33 95 45., 125 Revision Date: June 16; 1998 File: cAengiform%section properties of panels - 18-udAyll.doc Revision Date: June 16, 1998 24' NET COVERAGE NO TES: 2 5116' 19318, 2 5/16' The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with; 1989. addendum. 13116' 116' 518 ' 6 3116' 1' 63116 ' • I: Is for deflection determination . S, Is for bendingED 11 Ma is allowable bending moment The panel weight has been deducted from the allowable loads . � I 1518' }� Values shown for wind load deflection are Ilmiled by a maximum deflection ratio of U120 24"Ultra•Dek & Double -Lok Panels Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress values shown by 0.8 for 2 span condillons. • Load table values. do not Include web crippling requirements • Design Thickness Weight Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy). GA. (in) (pso (ksi) I, S, M• Ir S, M, Ino / ft 10/11 - In-kl / h In' / fl Ing /-ft In -kip I ft 24 0.0223 1.16 50.0 0.2129 0.0814 2.44 0.1014 0.0547 1.64 22 0.0286 1.49 50.0 0.2749 0.1075 3.22 0.1406 0.0733 2.20 ALLOWARLP UNIFORM LOADS IN FOUNM P98 SQUARE FOOT 24 GAUGE . 22 GAUGE Span In Feel Live Load Stress Live Load befleclion . Live Load Stress Live Load.Defleclion 4.0 79 405 105 535 5.0 50 207 67 274 6.0 34 . 120 46 159 7.0' 25 76 33 100 Revision Date: June 16, 1998 4 36• NET COVERAGE NOTES: .12' 12' 12, i m 25/16- f 6• 6• The panel secllon properties have been calculated In accordance with the 1986 edition of the AISI specifications tvilh 1989 addendum. i I I ' I, Is for deflection determination ` --� I , • ' '. SY is. for bending .. • M,,Is allowable bending moment • The wind load stress values have been Increased by 33 i/3% "A" Panej Vahtes shown for wind load deflection are limited by a maximiun deflecllon ratio o1 U120 • Allowable loadvalues shown are, based on panel covering 3 equal continuous spans. Multiply allowable stress values shown by 0.8 for 2 span conditions ' • This panel Is to be used as wall panel only • GA. Design Thickness Welght Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) 7 (In) (PSQ (ksi) Ir Sr. M� 1• g• M In' / II In' / fl In-kip / It ln' / It In' / fl in-kipM.fl 26 0.0181 0,91 80.0: 0.0187 0.0275 0.99 0.0248 0.0365 1.31 24 0.0223 1.13 50.0 0.0273 0.0377 1.13 0.0319 0.0417 1.43 Span In Feel 26 GAUGE 24 GAUGE Wind Load Pressure . Wind Load Sticllon Wind Load Deflection Wind Load Pressure Wind Load Suction Wind Load Defleclion 4.0 85 84 84 93 73 5.0 54 41. 114 43 59 _ 6.0 38 29 47 59 25 41 33 34 16 7.0 .28 21 30 24 21 8.0 21 16 10— 23 ig 14 ievlslon Dale: AuOusl 12, 1990 ca ., Elle: r °lenrlrfnrm%se0lnn prnpetlles nl panels - a.doc k I(E1CaARAGE NOTES: lr lr Ir �{ I1/r r The panel secllon properlies have been calculaled In accordance with the 1986 edillon of the AISI specificalions with j— 1989 addendum. - I. Is for deflection delerminalion _ j ►rr lm F--� S. Is for bending Y" -DEEP M. Is allowable bending moment SCREWGR004E • The wind load stress valises have been Increased by 13 1/3% "AM" • Nantes shown for wind load deflecilon are limned by a maximiun deflection ratio of U120 Panel • Allowable load values shown are based on. panel covering 3 equal con linuous spans. Multiply allowable stress values shown by 0.8 for 2 span cohdiGons • This panel Is to be used aswallpanel only GA. Design Thickness Welghl Fy PANEL TOP IN.COMPRES51ON (Fyj PANEL BOTTOM IN COMPRESSION (Fy)• (in) (Ps9. (ksi) I� S, M. I. Ing / fl In? / fl In -kip / fl In" / fl Ing / fl In -kip 1 fl 26 0.0181 0.91 80.0 0.0451 0.0522 ; 1.87• 0.0388 0,0365 _ 1.31 24 0.0223 1.12 50.0 0.0555 0.0643 1,92 0.0536 0.0536 1.60 Span In Feel 26 GAUGE 24 GAUGE Wind Load Pressure Wind Load Shelton Wind Load Deflection Wind Load Pressure Wind Load Suction Wind Load Defleclion 4:0 B5 114 162 104 125 210 5.0 54 73 83 67 80 - - 6.0 38 51 108 48 46 7.0 .. 28 37 56 : 62 30 34 41 39 8.0 2128 20 26 31 26 ReAslon Dale: Augusl 12; 1996 File: c; lengrfoimisecllon properties of panels = am.doc, . 36' IIEf COVERAGE NOTES: 12' 12' i2. 1• Jld' d' d' The'panel seclion properties have been calculated in accordance with the 1986 edition of the AISI specifications with 1.989 addendum... • I. Is for deftecllon determination J 111' 1318. S. Is for bending ' • M. Is allowable bending moment • The panel %4g4l has been deducted from the allowable loads TBR" Panel . The wind load stress values have been Increased by 33 1/3% • Values shown for wind load defleclion 'are limiled by a maximtun defleclion ratio of U120 • Allowable load values shown are based on pane l covering 3 equal continuous spans: Mullipty allowable stress values shown by 0.8 for 2 span conditions • Load table values do not Include web crippling requirements GA. Design Thickness Weight . Fy PANEL TOP IN COMPRESSION (Fy) .. PANEL BOTTOM IN COMPRESSION (Fy) (in) (pso (ksi) .. I. S, M. I. S; M, In' / fl Ina / fl In -kip / fl In! / 1l Ina / fl in -kip/ fl 26 0.0181 0.92 80.0. 0.0425 0.0379 1. 0.0414 0.0502 ' 36 1.80 24 0.0223 1.14 50.0 0.0596. 0.0571 1.71 0.0573 0.0644 1.93 It gdj Span In Feel . 26 GAUGE 24 GAUGE Wind Load Uplift Live Load Stress Live Load Deflection Wind Load Uplift Live Load Stress Live Load Deflection 4.0 89 81 108 112 93 151 5.0 57 55 . 55 72 59 77 6.0 40 38 32• . 50 41 7.0 30 28 45 20 37 30 28 8.0 23 21 14 29 22 19 Revision Dale: June 16, 1996' N . File: c:%enOrform%secllori properties of panels - RiBP.doc Revlslon Dale: August 12, 1998 Flle: c:lengriormisecllon properties of panelsc� T:doc W NET COVERAGE NOTES: ` Ir 1r it i' 314' 4' 4. The panel secllon'properlies have been calculated In accordance with the 1986 edilion of the AISI specifications with. 1989 addendum. ro I. Is for deflection determination ` 3 if1' 1318' • . S. Is for bending • M; Is allowable bending moment • The panel weight has been deducted from the allowable loads "R" Pane . The wind load stress values have been increased by 33.1/3% • Values shown for wind load deflection are limiled by a maximum deflecllon ratio of U120. • Allowable load values shown are based on -panel covering 3 equal continuous spans: Mullipty allowable stress values shown by 0.8 for 2 span conditions • Load (able values do not Include web crippling requirements GA. Design Thickness Welghl Fy PANEL TOP IN COMPRESSION (Fy) - PANEL BOTTOM IN COMPRESSION (Fy) (in) (psq (ksi) I. S. S. Ing./ ft Ina / ft In -kip /!1 Ino / fi Ina / R in' -kip / f1 26 0.0181 0.92 .80.0 0.0425 0.0379 1.36 0.0414 0.0502 1.80 24 0.0223 1.14 50.0 0..0596 •, 0.0571 1.71 0.0573 0.0644 1.93 ILLOWABLE UNIFORM LOADS IN POUNDS PAR SQUARE FOOT Span in Feet 26 GAUGE 24 GAUGE Wind Load Uplift Live Load Stress Live Load Deflection Wind Load Uplift Live Load Stress Live Load Deflection 4.0 89 87 108• 112 93 151 5.0 57 55 55 72 59 77 6.0 40 38 32 50 41 45 7.0 30 28 20 3Z 30 28 8.0 23 21 14 . 29 22 19 Revlslon Dale: August 12, 1998 Flle: c:lengriormisecllon properties of panelsc� T:doc IV IIET COVERAGE NOTES: ]!t' 1' 1' 1' {• The panel section properties have been.calculaled In accordance with the 1986 edillon of the AISI specificallons wilh 1989 addendum. •. 1, Is for deflecllon delerminallon • S. is for be riding . • M. Is allowable bending moment r" The panel welghl has been deducted from the allowable loads • Values shown for wind load defleclion are limiled by a maximum deflection ratio of U120 "SS2 6" Pagje Allowable load values shown are based on panel coverlrig 3 equal conliriuoiis spans. Multiply allowable stress' values shown by 0.8 for 2 span cohdilions . • Load table values do not Include web crippling requlremerils GA. Design Thickness Weight Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) .(in) (ps4S, M• 1. S. M. In' /'fl In't /" It In -kip / R I1114 / ft Ina / R in -kip 1 R 24 0.0223 1.29 50.0 0.1332 0.0739 2.21 0.0637 .0.0584 22 0.0286 1.66 50.0 0.1712 0.1023 3.08 0.0905 0.0796 2,38 Span In Feel 24 GAUGE. 22 GAUGE Live Load Stress Live Load Deneclion Live Load Stress Live Load DenecGon 4.0 84 254 114 337 5.0 53 130: 13` 173 _ .. 6.0 37 15 _ 50 100 7.0 21 47 36. 63 . Revision Hale: /1�iOiisl 12, 'I got) w` File: c:\ehgrrormisecllon properlles ofpanels . ss2l6.doc Span In Feel 36' NET COVERAGE NOTES: Live Load Stress 6' 6' 6' 6'6' 6' 63 56 I• 65 40 The panel. secllon properlies have been calculaled In accordance with the 1986 edition of the AISI speciricalions with 6.0 45 28 t7 1989 addendum. 34 20 10 8.0 26 15 7 + I: is for deflection determination 11 31R' Sr Is for bending. I M. Is allowable bending moment ' • . The panel welghl has been.deducled from the allowable loads ' "U" Panel The wind loads tress values have been Increased by 33 1/3% • Values shown for Wind load defleclloh are lVnIled by a maximum dellecllon ratio of U120 • Allowable load values shown are based on panel covering 3 equal continuous spans. hlulliply allowable stress values shown by 0.8 for 2 span conditlons • Load table values do not Include web crippling requirements PROPERTIESPANEL GA.Oeslgn Thickness Welghl Fy -PANEL TOP IN'COMPRESSION.(Fy) PANEL BOTTOM IN COMPRESSION (Fy) (In) (Pso (ksl) Ir S, Me.I. St M, Ing / Ii Ina / fl In-kl / Ii Ino / f1 In' / fl in•kl 11`1 26 0.0181 .0.92 80.0 0.0260 .0.0429 1.54 0.0177 0.0366 1.32 24 .0.0223 1.13 , 50.0 0.0344 0.0584 1.75 0.0242 0.052.3 1.56 Span In Feel 26 GAUGE Wind Load Uplift Live Load Stress Live Load Deflection 4.0 101 63 56 5.0 65 40 29 6.0 45 28 t7 7.0 34 20 10 8.0 26 15 7 + Reylslon Dale: Augusl 12, 1998 24 GAUGE Wind Load Uplift live Load Stress• Live Load Deflection 115 75 75 74 48 39 52 33 22 38 24 14 , 30 18 g File:.c:lengrformiseclfon properfles o/panels U.doc