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BCOM2019-0028
Description: SILVERROCK / (2) CART BARN STRUCTURES /VB/S-1-OCC/25-OL/NON- Type: BUILDING COMMERCIAL Subtype: GARAGE Status: ISSUED Applied: 6/10/2019 ECON (WEB) Approved: 6/19/2019 JFU Parcel No: 777490007 Site Address: 79089 AHMANSON LN LA QUINTA,CA 92253 Subdivision: PM 33367 Block: Lot: 14 Issued: 6/26/2019 AOR Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $58,769.00 Occupancy Type: Construction Type: Expired: 12/23/2019 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: SILVERROCK / (2) 2500SF SPRUNG CART BARN MEMBRANE STRUCTURES [VB/S-1-OCC/25-OL/NON-SPRINKLED]. NO FIRE SPRINKLERS REQUIRED PER RIVERSIDE COUNTY FIRE DEPARTMENT DETERMINATION. THIS PERMIT DOES NOT INCLUDE BUILDING SIGNAGE, SITE LIGHTING OR ANY BRANCH CIRCUITS SUPPLIED BY THE PANELBOARDS. SEPARATE PERMITTING REQUIRED FOR ELECTRICAL INSTALLATIONS. 2016 CALIFORNIA BUILDING CODES. Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTIFIED JOHN GAMLIN THAT PLANS WERE APPROVED AND PERMIT IS READY TO ISSUE. ALSO NOTIFIED HIM THAT SINCE E-MAIL JAKE FUSON 6/25/2019 6/25/2019 HE ROVIDED NO ELECTRICAL PLANS FOR THE INSTALLATIONS ON AND IN THE BUILDING, A SEPARATE PERMIT WILL BE REQUIRED FOR THE ELECTRICAL INSTALLATIONS. CONDITIONS • NAME TYPE NAME ADDRESSI CITY 7ENCINITAS STATE ZIP PHONE FAX EMAIL APPLICANT SOFIA INVESTMENTS, INC/RGC 3551 FORTUNA RANCH ROAD CA 92024 john@therobertgreenc ompany.com CONTRACTOR SILVERROCK DEVELOPMENT 3551 FORTUNA RANCH ENCINITAS COMPANY RD CA 92024 Printed: Tuesday, July 19, 2022 9:30:10 AM 1 of 10 __ _.:#-?-wSYSiEMS FINANCIAL CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY APPLICANT APPLIED FOR INCORRECT 101-0000-42600 0 ($476.62) ($476.62) 6/26/19 R50837 CREDIT AHI 6/26/2019 AHI PERMIT TYPE ONLINE APPLICANT WAS CHARGED BECAUSE OF 101-0000-42416 0 ($21.00) ($21.00) 6/26/19 R50833 CREDIT SOFIA INVESTMENTS, TSA INCORRECT PERMIT INC/RGC TYPE ONLIN APPLICANT WAS CHARGED BECAUSE OF 101-0000-42600 0 ($539.95) ($539.95) 6/26/19 R50833 CREDIT SOFIA INVESTMENTS, TSA INCORRECT PERMIT INC/RGC TYPE ONLIN Total Paid for APPLICANT WAS CHARGED BECAUSE OF ($1,037.57) ($1,037.57) INCORRECT PERMIT TYPE ONLIN: Credit Card Fee 101-0000-43505 0 $30.71 $30.71 6/10/19 WEB3764 CREDIT SOFIA INVESTMENTS, ECON INC/RGC Total Paid for Credit Card Fee: $30.71 $30.71 101-0000-42600 ($26.68) ($26.68) 6/17/19 OFFSET OFFSET JFU 101-0000-42600 ($13.34) ($13.34) 6/17/19 OFFSET OFFSET JFU 101-0000-42600 ($26.68) ($26.68) 6/17/19 OFFSET OFFSET JFU 101-0000-42600 ($26.68) ($26.68) 6/17/19 OFFSET OFFSET JFU OTHER ELECTRICAL 101-0000-42403 0 $26.68 $26.68 6/17/19 DEPOSIT DEPOSIT JFU EQUIPMENT OTHER ELECTRICAL 101-0000-42600 0 $26.68 $26.68 6/17/19 DEPOSIT DEPOSIT JFU EQUIPMENT PC Printed: Tuesday, July 19, 2022 9:30:10 AM 2 of 10 __ _.:ffwSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY SERVICES 101-0000-42403 0 $26.68 $26.68 6/17/19 DEPOSIT DEPOSIT JFU SERVICES PC 101-0000-42600 0 $13.34 $13.34 6/17/19 DEPOSIT DEPOSIT JFU Total Paid for ELECTRICAL: $0.00 $0.00 FIRE NEW 101-0000-42420 0 $480.00 $480.00 6/10/19 WEB3764 CREDIT SOFIA INVESTMENTS, ECON COMMERCIAL PC INC/RGC Total Paid for FIRE FEES: $480.00 $480.00 PLAN CHECK DEPOSIT - 101-0000-42600 1 $1,200.00 $1,200.00 6/10/19 WEB3764 CREDIT SOFIA INVESTMENTS, ECON COMMERCIAL INC/RGC Total Paid for PLAN CHECK DEPOSIT - COMMERCIAL: $1,200.00 $1,200.00 101-0000-42600 ($10.00) ($10.00) 6/26/19 OFFSET OFFSET AHI RECORDS 101-0000-42416 0 $10.00 $10.00 6/26/19 DEPOSIT DEPOSIT SOFIA INVESTMENTS, AHI MANAGEMENT FEE INC/RGC Total Paid for RECORDS MANAGEMENT FEE: $0.00 $0.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 6/10/19 WEB3764 CREDIT SOFIA INVESTMENTS, ECON INC/RGC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 6/10/19 WEB3764 CREDIT SOFIA INVESTMENTS, ECON ENHANCEMENT FEE INC/RGC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 101-0000-42600 ($80.05) ($80.05) 6/18/19 OFFSET OFFSET JFU TEMPORARY TRAILER 101-0000-42400 0 $80.05 $80.05 6/18/19 DEPOSIT DEPOSIT JFU Total Paid for TEMPORARY TRAILER: $0.00 $0.00 e SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES Printed: Tuesday, July 19, 2022 9:30:10 AM 3of10 C#?wSYSTEMS FOOTINGS AOR 7/18/2019 I 7/18/2019 I PARTIALLY APPROVED FINAL FOR OCCUPANCY I KHET 1 8/13/2019 1 8/13/2019 1 APPROVED VERIFIED CABLE STRENGTH AT MULTIPLE LOCATIONS OF SOUTH SPRUNG STRUCTURE, PLANS REQUIRE CERTIFICATION FROM INSTALLER TO VERIFY EACH LOCATION AND SUBMIT STATEMENT OF PROOF TESTING TO SPECIFIED VALUES. REINSPECTION OF INSTALLATION WHEN COMPLETE WITH ERECTION OF BOTH UNITS, AND CERTIFICATION HAS BEEN COMPLETED IS REQUIRED. RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG NS — JAKE FUSON 6/10/2019 6/17/2019 6/17/2019 APPROVED ETRAKIT (3 WK) 1ST BLDG STR — JAKE FUSON 6/10/2019 6/17/2019 6/17/2019 APPROVED ETRAKIT (2 WK) NEW BUILDING CONDITIONS OF APPROVAL FIRE GENERAL CONDITIONS Fire Department approval is based upon the 2016 CBC requirements for S-1 occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. ACCESS Printed: Tuesday, July 19, 2022 9:30:10 AM 4 of 10 RWSYSiEMS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, Riverside County Ordinance 460, Riverside County Ordinance 787, Riverside County Fire Department Standards and La Quinta City Municipal Code. 1) Certain designed areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 2) Vehicle access gates shall be provided with KNOX Box, Padlock or Key -switch access. Automatic gates shall also have Opticom IR receivers. 3) Approved street signs shall be installed and visible. 4) No Traffic Calming Devices shall be installed. WATER 1) The Fire Department is required to set a minimum fire flow for the construction of all buildings using the procedure established in the 2016 CFC. A fire flow of 1500 gpm flow @ 20 psi residual pressure from a minimum of 1 fire hydrant flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. a) Fire Flow requirement based on currently proposed 5000 square foot structure of type VB construction. Increased or decreased flow Printed: Tuesday, July 19, 2022 9:30:10 AM 5 of 10 RWSYSiEMS 1ST FIRE - ETRAKIT I EDGAR 16/10/2019 (2 WK) GONZALEZ 6/17/2019 6/19/2019 APPROVED - CONDITIONS requirements may be possible once additional information is provided during Building Construction permitting. 2) Applicant and/or developer shall separately submit 2 sets of off -site water system plans to the Fire Department office for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN (FPUWP) — System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. Permit fees will not be required. 2) FIRE SPRINKLER SYSTEM (FPFSS) - Install a complete fire sprinkler system per Choose an item.. System plans must be submitted to the Fire Department for review and approval. (Unless proper code application is able to be provided to fire code official deeming each individual membrane structure is a separate structure, a accumulative square footage shall be taken into account.) 3) FIRE ALARM/MONITORING SYSTEM (FPFAS) - Install a waterflow fire alarm system as per NFPA 72 required by the California Building Code, California Fire Code and designed in accordance with adopted standards. A C-10 licensed contractor must submit plans to the Fire Department office for review and approval prior to installation. Printed: Tuesday, July 19, 2022 9:30:10 AM 6 of 10 RWSYSiEMS 090 — Prior To Final 1) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12". Minimum 6" tall suite addressing shall be provided to both the front and rear entrances. All addressing must be legible and of a contrasting color with the background to be visible from the street at all hours. 2) Install Knox Key Lock box, mounted not higher than 6-feet above grade. Provide keys to the tenant space (all tenants), utility rooms and elevator services for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 3) Install portable fire extinguishers per Title 19, but not less than 2A10BC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 4) Occupancies storing or using significant volumes of hazardous materials shall appropriately display the required NFPA 704 Hazard Placard on the exterior access to the yards, buildings and rooms where the hazardous materials is located. 5) Applicable room door(s) shall be posted "ELECTRICAL", "FACP", "FIRE RISER" and "ROOF ACCESS" on the outside of the door so it is visible and in a contrasting color. Printed: Tuesday, July 19, 2022 9:30:10 AM 7 of 10 RWSYSiEMS 6) A durable sign stating, "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. 7) Illuminated Exit Signage and Egress Illumination placement and functional test will be witnessed by OFM Fire Inspector at time of final inspection. 8) Fire rated assemblies shall be maintained in compliance with applicable codes and industry standards. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)777-7131. BOND INFORMATION RF Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED REFUND RECEIPTS AND DOC 6/26/2019 AARON HICKSON PLUG N PLAY 1417_001.pdf 0 COMFIRMATION 1ST SUBMITTAL - gui_2.4-Sprung- DOC 6/10/2019 EtrakitContractor SPRUNG STRUCTURE Foundation -Design 1 FOUNDATION INFO [130986].pdf Printed: Tuesday, July 19, 2022 9:30:10 AM 8of10 CRWYSTEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL - DOC 6/11/2019 EtrakitContractor PRECISE GRADING/SITE PG2018-0014.pdf 1 PLAN 1ST SUBMITTAL - Sprung_SDC Approved DOC 6/12/2019 EtrakitContractor SPRUNG BUILDING 1 Drawing_6.11.2019.pdf PLAN PG2018-0014- DOC 6/24/2019 EtrakitContractor 2ND SUBMITTAL - 2_REVISED_6.24.2019.p 1 REVISED SITE PLAN df BCOM2019-0028 - SPECIFICATION FOR DOC 6/24/2019 EtrakitContractor EARTH ANCHOR DESIGN SPECIFICATION FOR 1 EARTH ANCHOR DESIGN SYSTEM SYSTEM.pdf 2ND SUBMITTAL - City of La Quinta - P19- DOC 6/24/2019 EtrakitContractor SPRUNG BUILDING 330_114-Architecturals- 1 PLAN Assemblies.pdf BCOM2019-0028 - DOC 6/24/2019 EtrakitContractor SPECIFICATION FOR SPECIFICATION FOR 1 MEMBRANE MATERIAL MEMBRANE MATERIAL.pdf 2ND SUBMITTAL - DOC 6/24/2019 Etrak STRUCTURAL SR TC Plan — 1 OptionsitContractor 20180608.pdf CALCULATIONS _ BCOM2019-0028 - DOC 7/19/2019 EtrakitContractor CERTIFICATION OF CERTIFICATION OF 1 ANCHOR TEST ANCHOR TEST.pdf BCOM2019-0028 - 1ST DOC 6/18/2019 JAKE FUSON 1ST SUBMITTAL - PLAN SUBMITTAL - PLAN 1 SET SET.pdf DOC 6/25/2019 JAKE FUSON APPROVED PLANS BCOM2019-0028 - 1 APPROVED PLANSX.pdf Printed: Tuesday, July 19, 2022 9:30:10 AM 9 of 10 __ _.:#7wSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2019-0028 - APPROVED APPROVED DOC 8/14/2019 JAKE FUSON STRUCTURAL STRUCTURAL 1 CALCULATIONS (FOR CALCULATIONS (FOR REFERENCE ONLY) REFERENCE ONLY).pdf Printed: Tuesday, July 19, 2022 9:30:10 AM 10 of 10 __ _.:#rwSYSiEMS O TO'4 . innovation I versatility I reliability splunG EARTH ANCHOR DESIGN & INSTALLATION GUIDE To Whom It May Concern, The information contained in this document will assist your erection contractor and local engineer in the selection and installation of earth anchors for your Sprung structure. There is a fair amount of preparation and testing required to ensure the earth anchors are installed correctly. However, compared with the time and cost associated with excavation, site prep, cribbing, and pouring for a concrete pad or footing, earth anchors are a very desirable and cost effective alternative. The steps to install earth anchors include a review of existing soil conditions, design loads, drawings, and earth anchor details by a local engineer to ensure adequacy of the anchor selected. After this review the earth anchors are installed, proof loaded, and tested by the contractor. Sprung has provided information on a typical earth anchor which has been successfully employed on previous projects. This information, along with the base reactions & design loads, should be reviewed by a local engineer who is familiar with the onsite geo-technical conditions. The local engineer on record would be responsible for the soil conditions and suitability of the anchor selected. Earth anchors must be installed very early in the erection sequence. For this reason we strongly recommend that the earth anchors be installed prior to the commencement of general construction. Upon confirmation from your contractor that the anchors will be preinstalled, Sprung will ship the drive rod, load locker, and earth anchors ahead of the structure. Earth anchors must be proof loaded. This loading is achieved during the anchor installation process. The pull value/design loads are supplied by Sprung's consulting engineer and is available from your Sales Manager. In some circumstances evidence of anchor pull test values must be presented in order for occupancy permits to be issued. The blanks on the "Column Base Layout" drawing adjacent to each earth anchor location should be filled out on the drawing and kept on record. If assistance is required from our consulting engineer for permitting, this completed "Column Base Layout" will be required. This must be completed by responsible site authority, such as the local engineer on record (Sprung's Technical Consultant is not authorized to complete this documentation). This document contains the following information: • Sample "Column Base Layout" drawing. • Earth anchor installation instructions. • LL-1 Anchor Locking Kit & LL-2 Manual Load Locker instructions. Additional information on earth anchors can be found at www.earthanchor.com/mantamain.htmi. SPRUNG INSTANT STRUCTURES 0 INSTALLING MANTA RAY EARTH ANCHORS Note: Earth anchors must be installed prior to installation of membrane panels. It is more efficient to install them before the beams are erected. This will allow for better access to the entire site. For example, on some job sites with very hard soil a rock drill may be required to drill pilot holes and having beams erected may prevent the drill from accessing anchor locations. Step 1 Connect the drive rod shank and drive tip together with a coupler. The drive rods and couplers utilize a left hand thread. Make sure that the rods are fully threaded into the coupler, and that the coupler can free float once the rods are coupled. Check this free float by moving the coupler back and forth on the drive rod. It should move freely 1/4" before stopping (Figure 1). Full Assembly-- VrThree Couplers 11 U Two Extension Sections Drive Shank Radiused Drive Tip Section i" Gad Extractor Bar Figure 1 Step 2 Thread the anchor rod into the clevis on the anchor using a wrench to tighten (this is not necessary if you are using a cable type anchor, the cable is already attached) (Figure 2). If you are using an all -thread anchor rod, make sure the rod does not thread through the clevis. This can cause the rod to bind on the anchor eye. Binding will prevent the proper rotation of the anchor during load locking. Do not allow the anchor rod to unthread from the anchor completely. You will be more likely to encounter this situation when multiple lengths of rod are coupled. Figure 2 Step 3 Insert the shank of the drive rod into the jackhammer receptacle and insert the tip of the drive rod into the anchor (Figure 3). Raise the jackhammer until the proper angle is reached for your particular application (Figure 4 & 5). Begin driving the anchor into the ground at the required angle (Figure 6 & 7). Stop driving when the drive rod has penetrated the ground to the first coupler. Figure 3 Figure 4 Figure 5 4 _ Figure 6 Figure 7 Step 4 Remove the jackhammer from the shank of the drive rod (be careful not to remove the drive rod from the anchor) and place a drive rod extension and a coupler between the original drive tip and the shank. Set the jackhammer back on the shank and continue driving the anchor until the second coupler is at ground level. 1 Caution: Drive rods and couplers may become hot after long periods of use. Use gloves when handling them. Step 5 Repeat the process described in the previous step until the top of the anchor rod is level with the ground in very hard soil, or is 8" —10" below ground level in medium to soft soil. When driving the anchor rod in below ground level, screw the adaptor setting bar to the anchor rod prior to driving the anchor rod below the surface. When using cable type anchors mark the cables with paint at the proper installation depth for the anchor prior to installation. Note: During the driving process, if the anchor stops and does not move for a period of 5 minutes there is probably a rock or other solid object in its path. At this stage, the anchor can still be removed as long as the drive rod has not been removed from the anchor. The load locker can be used to pull the anchor out of the ground. The drive rod must remain seated in the anchor while it is being pulled up to prevent it from rotating 5 into its locked position. The anchor can then be reinstalled in a slightly different location. If the ground is too hard to allow the anchors to be driven to the required depth, a pilot hole will have to be drilled. The following table details minimum pilot hole diameters and clearance hole diameters, which should allow clearance for the entire anchor and may not require a jackhammer for installation. Model Clearance Hole Diameter Minimum Pilot Hole Diameter For Hard Soil MR-88 3.00' 2.75" MR-4 4.00" 3.50" MR-3 4.00" 3.50" MR-2 4.00' 4.00" MR-1 7.00' 4.00" MR -SR 12.00" 4.00" Step 6 After the anchor has been driven to the appropriate depth, remove the drive rod from the anchor (Figure 8). This can usually be achieved by simply lifting the jackhammer although it may be necessary to operate the jackhammer while lifting in order to break the drive rod free from the anchor. Ifl Figure 8 Step 7 Use the load locker to set the anchor (Figure 9). If you are unsure of how to do this, refer to the load locker operation manual. - Figure 9 6 Step 8 Connect each anchor to the earth anchor lug on the corresponding beam. If you are using a threaded rod type anchor, thread an eye nut onto the top of the rod, then connect one end of a 7/8" x 12" turnbuckle to the eye nut and the other end to the earth anchor lug. If you are using a cable type earth anchor, make a loop in the end of the cable using cable clamps and use a W x 9" turnbuckle to connect it to the earth anchor lug. Note: Earth anchors need to be connected to any beam that has membrane in it at the end of each workday regardless of weather that beam is in its permanent location. If the turnbuckle is not long enough to reach a beam in its collapsed position use shackles to temporarily extend it. LL-1 HYDRAULIC EARTH ANCHOR LOAD LOCKER OPERATION INSTRUCTIONS DESCRIPTION The LL-1 Anchor Locking Kit (#50127) consists of the following components. Please refer to Sketch #S20053, pg 14 LL-1 FPM 10 Ton Jack Assembly #50141 LL-1 TJ Tapered Jaw Set #50148 LL-1ASB Adapter Setting Bar #50132 Metal Box for LL-1 FPM #50250 3/16" Hex Driver (for adjustment of the bypass valve on LL-1 FPM) #50459 The LL-1 Anchor Locking Kit is designed to be used with Manta Ray anchors that utilize Utility Style SAR-10, SAR-34, or SAR-58 anchor rods. The LL-1ASB adapter setting bar is threaded on each end. One end is compatible with the SAR-10 and SAR-34 anchor rods and the other end is compatible with the SAR-58 anchor rods. If you are using other types of anchor rods please consult with your Manta Ray Distributor to ensure compatibility between your anchor rods and the Anchor Locking Kit. The #50127 Anchor Locking Kit does not include a hydraulic power supply or hydraulic hoses. These must be supplied separately. The following power units and hoses are designed to power the LL-1 and are available from your Manta Ray Distributor: GPU18-8 CE 18 HP 8 gpm / 2,000 psi portable power unit #50382 GPU-2 5 HP 3 gpm / 2,000 psi portable power unit #50255 HC-16-25 (Set of 2) '/2" x 25' hydraulic hoses with HTMA couplers #50606 The LL-1 Anchor Locking Kit is designed to proof test Manta Ray anchors that are installed at angles from 30 degrees to 90 degrees from the horizontal for normal utility guy line anchors. It is designed to automatically align to the actual installed angle of the Manta Ray anchor. The LL-1 FPM 10 Ton Jack Assembly has a stroke of 8". Most normal operations require 3 — 4 full strokes of the jack to properly lock and test an anchor. The design of the Tapered Jaw Set and the Adapter Setting Bar make this operation easy and quick. CONTROLS The LL-1 10 Ton Jack Assembly has a manual control valve mounted directly on the body of the jack that allows the operator to control the jack and read the anchor capacity directly without reference to any conversion chart. The jack is extended (to pull upward on the anchor) by pushing the control valve handle toward the body of the jack. To retract the jack, pull the control valve handle away from the jack. The control valve handle is spring loaded to return automatically to the neutral position. The hydraulic design of the control valve is such that it is not designed to hold hydraulic pressure when the valve is in the neutral position. If it is desired to hold a constant load then the valve handle must be held in the open position for the duration of the load hold. See "Recommended Proof Test Method". HYDRAULIC RATING The LL-1 Anchor Locking Kit is rated to a maximum hydraulic pressure of 2,000 psi. All of the hydraulic components are rated at 2000 psi or higher operating pressure. HYDRAULIC SAFETY The control valve on the LL-1 FPM 10 Ton Jack Assembly contains a simple hydraulic bypass valve that limits the maximum hydraulic pressure to safe levels. This is factory set to 1,600 — 1,800 psi (at an input flow rate of 8 gpm), which corresponds to 16,000—18,000 pounds of force. This is field adjustable for different anchoring requirements. See "Adjusting the Bypass Valve". Adjustment of this bypass valve is to be done only by qualified personnel. When used in conjunction with the GPU-2 power unit or alternate power units listed in "Other Power Units", the bypass valve must be adjusted. SET UP Please refer to Sketch #S20145, pg 15. After the anchor has been driven to the proper depth (including allowance for load locking pull back), follow these steps to set up the LL-1 Anchor Locking Kit. Step 1 Thread the LL-1ASB Adapter Setting Bar onto the anchor rod. Step 2 Place the LL-1 BP Base Plate over the Adapter Setting Bar, being careful to use the proper alignment so that the small angle iron cross member is closest to the pole that is to be guyed. See Sketch #S20145, pg 15. Step 3 Place the LL-1 FPM Jack Assembly over the Adapter Setting Bar and slide it down until the knife edges on the jack engage in the stops on the base plate. For anchors installed at an angle to the horizontal, be sure that the knife edges engage the stops closest to the small cross member. For anchors installed vertically (90 degrees from the horizontal) be sure that the knife edges are located between the two sets of stops on the base. Step 4 Place the Tapered Jaw Set around the Adapter Setting Bar and secure it into the tapered top of the LL-1 FPM Jack Assembly. Step 5 Connect the hydraulic hoses between the hydraulic power supply and the LL-1 FPM Jack Assembly. See "Trapped Pressure". OPERATION +\ Caution: The LL-1 Anchor Locking Kit is capable of pulling with forces up to 20,000 pounds. The 1 following precautions must be taken: Never apply more than 2,000 psi to the unit. 2. Use appropriate safety equipment including but not limited to: steel toe work shoes, leather work gloves, hard hats and safety glasses. 3. Do not stand in line with the Adapter Setting Bar or anchor rod during anchor locking. Stand off to the side. 4. Keep hands, feet, clothing, and hydraulic hoses away from the base plate and tapered jaw set during load locking. 5. Always designate one operator and one helper. The helper and the operator work together to perform the set up, but only the operator performs the actual operation of the LL-1 FPM Jack Assembly and proof testing the anchor. 6. Be sure to set the bypass valve on the LL-1 FPM 10 ton Jack Assembly to limit the applied load to the desired value. The LL-1 FPM 10 ton Jack Assembly comes from the factory pre set to 16,000 — 18,000 lbs. bypass at 8 gpm input flow rate. After setup is complete, follow these steps to lock and test a Manta Ray anchor: Step 1 Start the hydraulic power source and activate the hydraulic flow to the LL-1 FPM Jack Assembly. Set the hydraulic power source to achieve a minimum of 2.0 gpm and no more than 8.0 gpm. 4 — 5 gpm is considered optimum. Step 2 Check to be certain that all hands, feet, clothing, hydraulic hoses, tools, etc. are away from the base plate before activating the jack. During load locking, the base plate will sink into the soil and can trap hands, feet, clothing, etc. See Caution #4 above. Step 3 Shift the control valve to the extended position (toward the jack body) to extend the jack. During the stroke of the jack, observe the reading on the force gauge. It is common in most soils that the reading will be below 5,000 lbs. for the first stroke. When the jack reaches the end of its stroke it will stop automatically by virtue of internal stops. This is called topping out. When the jack tops out the load indication on the gauge will increase rapidly to the bypass setting but this is a false indication. Retract the jack by pulling the valve handle away from the body. The Tapered Jaws should release by themselves. If they do not release, tap the side of the tapered top of the jack with a hammer to get them to release. Fully retract the jack. Lubricate the outside of the Tapered Jaw set and the inside of the tapered top of the jack with any oil or lubricant and reset the Tapered Jaws. Hydraulic oil works well as a lubricant for the Tapered Jaws. Step 4 Repeat Step 2 as required until either the required load is read on the gauge or the minimum allowable depth of the anchor is achieved. In some cases, 4— 5 strokes of the load locker will be required to achieve the proper load indication on the gauge. If the load requirement is not met, then a larger size anchor or a greater depth of installation is required. In some cases, a formal proof test is required after locking the anchor. This is usually done by holding a constant load over a period of time and monitoring the deflection of the anchor rod. See "Recommended Proof Test Method". RECOMMENDED PROOF TEST METHOD Please refer to Sketch #S20145, pg 15. To achieve the best accuracy of load locking and proof testing, set the bypass valve on the jack to the required proof test value prior to load locking or proof testing. This allows the operator to fully shift the valve to the extended position while monitoring movement of the anchor without having to worry about controlling the load by "feathering" the control valve. This method of load locking using 10 the LL-1 results in a load accuracy of +/- 10% in the range of 5,000 to 20,000 lbs. If greater accuracy is required or if the application is critical, then the user should have the LL-1 FPM jack and power source combination calibrated by an independent test laboratory. ADJUSTING THE BYPASS VALVE \ Warning: The bypass valve setting is dependant upon the input flow and pressure. Care should be taken to ensure that the flow and pressure applied by the hydraulic power unit are the same as the one that will be used in service. Step 1 Place the jack assembly on the floor, bench or ground without the base plate, tapered jaws or adapter setting bar. Step 2 Connect the jack to the same hydraulic power source that will be used in service for locking anchors. Step 3 Start the hydraulic power source and set the throttle at the same position that will be used in service. Step 4 Extend the jack to the top of its stroke. Keep the control valve shifted fully to the extended position. The bypass valve will now be limiting the hydraulic pressure. You can usually hear a screeching sound when the bypass valve is operating. Read the bypass setting directly off the force gauge. Step 5 If the bypass setting is not correct follow steps 6 through 10 to adjust it. Step 6 Relieve the bypass pressure by retracting the jack about one inch. Step 7 Refer to Sketch #S20274 Sheet 1, pg 16 for the location of the bypass valve adjusting screw on the control valve. Loosen the lock nut using a 9/16" or adjustable wrench. Step 8 Use the 3/16" hex driver provided in the Load Locking Kit to turn the adjusting screw. Thread the adjusting screw in (clockwise when viewed from above) to increase the bypass setting. Thread the adjusting screw out (counterclockwise when viewed from above) to reduce the bypass setting. Repeat Step 4 to read the new bypass setting. Step 9 Repeat steps 4 through 8 until the bypass setting is at the desired level. Step 10 Tighten the lock nut. OTHER POWER UNITS Any compatible open center hydraulic power supply that supplies 2 - 8 gpm and up to 2,000 psi is acceptable for use with the LL-1. Be sure that the hydraulic flow direction of the power unit matches the "in" and "out" labels on the control valve on the LL-1 FPM 10 Ton Jack Assembly. Reversed flow is a common problem and the symptoms of this are that the jack will not extend or retract when the control valve handle is shifted. Caution: LL-1 FPM Jack Assembly is a double acting jack designed to be operated with hydraulic t power sources capable of 2,000 psi maximum and 2 — 8 gpm. If other power sources are used, then the user does so at his own risk and it is highly recommended that the user consult with a professional hydraulic supplier to determine that the combination is safe and that the bypass valve on the LL-1 FPM is properly set. if TROUBLESHOOTING Problem Probable Cause Solution It is difficult or impossible There is pressure trapped in the jack See the "Trapped Pressure" section to connect the hydraulic or hoses. of this manual. couplers. The jack does not The hydraulic flow has not been Turn on the hydraulic flow extend. activated at the power source. The hydraulic flow direction is Make sure that the pressure port backwards. from the hydraulic power supply is mated to the port on the LL-1 FPM valve labeled "IN", and the return (tank) port on the power source is mated to the port on the valve labeled "OUT'. See Sketch #S20274 Sheet 1, pg 16 for location of the port labels on the valve. The jack does not Hydraulic flow from the power unit is Open the throttle on the power achieve the required too low. source to achieve higher flow rate. load, but the anchor is If this does not solve the problem, not moving. readjust the bypass valve. This is a common problem with alternate low flow rate power units. The gauge shows a This is a characteristic of the The gauge reading will drop to zero 4,000 lb. load with the hydraulic design of the control valve when the circuit is deactivated, the valve handle in the called trapped backpressure. hydraulic power supply is turned off neutral position, but Backpressure from hydraulic flow is and the control valve handle is there is no load on the trapped on both sides of the jack cycled back and forth between the anchor piston and registers on the gauge "extend" and "retract' positions. Be when the valve is shifted into the sure to follow this procedure prior to neutral position. It does not affect disconnecting the hydraulic hoses. the accuracy of the gauge reading if If the trapped backpressure is not the procedure in "Recommended relieved prior to disconnecting the Method of Proof Testing" is followed. hoses, the hydraulic couplers will be The phenomenon manifests itself to difficult and sometimes impossible to a greater degree at higher flow rates reconnect. See "Trapped Pressure". like 5 — 8 gpm and is very evident If the gauge reading does not drop when the jack is extended very to zero with everything turned off quickly under no load. In this after cycling the valve, then the situation, the backpressure and the gauge is defective and should be internal friction of the jack add replaced. together to produce high gauge readings associated with the rapid movement of the jack. It is virtually nonexistent at lower flow rates like 1 — 2 gpm. TRAPPED PRESSURE Trapped pressure can cause hydraulic couplers to become difficult, sometimes impossible to connect by hand. This is a normal occurrence with almost all types of hydraulic tools and couplers. The three most common sources of trapped pressure are: Failure to relieve any trapped backpressure in the tool circuit prior to uncoupling hoses from tools. This is avoided by cycling the tool control valves (on and off, up and down, extend and retract, etc.) several times after turning off the hydraulic flow from the power unit prior to uncoupling. 2. Sunlight heating the hoses and tools, especially dark colored items. 3. Uncoupling the hoses prior to turning off the hydraulic flow from the power unit. Proper practice when switching hydraulic tools will avoid trapped pressure: Step 1 Turn the hydraulic flow off at the power unit. Step 2 Cycle the tool control valve off and on several times. Step 3 Disconnect the hoses from tool #1. Step 4 Connect the hoses to tool #2 If trapped pressure does occur, it must be relieved. Here are some suggestions: Loosen a fitting very slowly and very carefully to allow some fluid to leak out. This will relieve the trapped pressure. The best choices for fittings are JIC or Flare fittings because of their ease of loosening and tightening. If an O-ring style fitting is used, be sure to properly reposition the O-ring prior to retightening the fitting or damage to the 0- ring will occur and a new 0-ring will be required. Caution: Hydraulic fluid can spray out at very high velocities, which can cause injury. Always cover the fitting to be loosened with a rag or other protection and always wear the appropriate safety equipment especially glasses. 2. On the LL-1 FPM 10 ton jack the best choice is the JIC joint between the power input hoses and the control valve. Refer to Sketch #S20274 Sheet 1, pg 16 items 4 and 6. 3. Repeated cycling of the control valve on the LL-1 FPM may reduce the pressure enough to force couplers together. 4. Repeated attempts to connect a coupler may allow enough fluid to leak out that the connection can be made. SPARE PARTS Spare parts for the LL-1 Anchor Locking Kit are available from your Manta Ray distributor. Refer to Sketch #S20053, pg 14 for the major component parts of the LL-1 Anchor Locking Kit. Refer to Sketch #S20274 Sheet 1, pg 16 and Sheet 2, pg 17 for the plumbing components of the LL-1 FPM 10 ton Jack Assembly. 13 LL-1 ANCHOR LOCKING KIT (#50127) SEE NOTE 1 LL-1 ASB ADAPTER SETTING BAR (#50132) LL-1 TJ TAPERED JAW SET L (#50148) (#50134) Sketch #S20053 NOTE 1 INCLUDED IN KIT, BUT NOT SHOWN: METAL BOX FOR LL-1 FPM (#50250) HOLDS LL-1 FPM, LL-1 TJ, MANUAL AND 3/16 HEX DRIVER (#50459) FOR BYPASS VALVE ADJUSTMENT BOX DIMENSIONS: L= 33" (84CM ) W=12"(31CM) H=11 "(28CM) LL-1 FPM 10TON JACK ASSY (#50141) M \F0RSIGH7\SKETCHES\S20053A 14 MEASURE ANCHOR DEFLECTII AT TOP OF LL-1AS9 WITH RESPECT TO A NON MOVING REFERENCE POINT TAPE MEASURE OR ENGINEER'S SCALE SEE NOTE 1 CONTROL VALVE LL-1 ASB ADAPTER SETTING BAR LL-1 TJ TAPERED JAW SET 1-14 Aft gSJ t J-rrs GAp FORCE cacE � Ore r STOPS LL-1FPM JACK ASSY fV LL-16P BASE PLATE---\ �\ KNIFE EDGES LARGE ANGLE IRON CROSS MEMBER PROOF TEST PROCEDURE 1) SET BYPASS VALVE TO DESIRED PROOF TEST VALUE 2) HOLD CONTROL VALVE COMPLETELY OPEN 3) MEASURE DEFLECTION AT BEGINNING AND END OF REQUIRED TIME 4) SUBTRACT BEGINNING DEFLECTION FROM ENDING -DEFLECTION 5) THIS DIFFERENCE IS THE ANCHOR MOVEMENT 6) COMPARE TO ALLOWABLE MOVEMENT SECTION VIEW NOTE 1) FOR NON CRITICAL v ANCHOR APPLICATIONS SOME INSTALLERS USE A TAPE MEASURE AND MONITOR THE MOTION OF THE CYLINDER TO INDICATE ANCHOR MOVEMENT. BE AWARE THAT SUP BETWEEN THE JAWS AND THE LL—ASB OR SINKING OF THE BASE CAN BE A FALSE INDICATOR OF ANCHOR MOVEMENT. Sketch #S20145 / V TOWARD POLE TO GE GUYED SMALL ANGLE IRON CROSS MEMBER / REVISED DEFLECTION B 11995 TJ MEA9JREMENT RENSED TITLE, TEXT, A 1998 TJ DE9 IPTlONS RE! DATE I BY DESCRIPTION FORESIGHT PRODUCTS Inc (303) 286-8955 PROOF TESTING USING —1 ANCHOR LOCKING KIT title S20145 B number rev ;HT\SKETCHES\520145B 15 12 4- DIGIT SERIAL NUMBER 15 21 18 n X BY—PASS VALVE 11 ADJUSTING SCREW 3 LOCKNUT 2 10 5 1g 1 3 13 1'F I— � a z 9 13 14 5 4 3 19 NOT SHOWN: SEAL KIT SEE SHEET 2 3 B wm Ti ITW 0 WAS 50747 IS 50102 P , nooEn sn"EX TU ,or+�clm DRIVER g JEllA10.,,17 ee T,! DRAWING ORIGIN RDATE BY 5E5DRIpra4 DINETJ�90N5 INFORESIGHT g js 4 sAm uncwm' aTIMP PRODUCTS inc * (303) 206-8955 LL-1 FPM PLUMBING COMPONENTS rno kon¢I kikia JDWOZtA oheafced h S20274 SH 1 B drawn by RI rrrrnb¢r rev 3M\F0R9GHT\MANTARAY\IN5TN1\52t)2748 Sketch #S20274 Sheet 1 16 21 I 50459 3/16 HEX DRIVER 20 1 50253 GAGE STICKER FOR LL-1 (LBS/ KN) 19 50749 SEAL KIT FOR LL-1 (# AU0161 GYL) 1B 50405 VALVE HANDLE REPAIR CLIP LL-1 17 3 00016 NUT-06—NLK 10-24 NYLOCK NUT 16 3 00018 RHMS-06—,El 10-24 x .75 LONG ROUND HD MACH. SCREW 15 i 5015Z LL-1VM-19 VALVE HANDLE 14 2 00052 NUT-06—NLK NUT 1/4-20 NYLOK 13 2 00041 BOLT-08-2—Z BOLT 1/4--UNC x 2 GRADE 5 ZINC 12 1 50154 HYD GAGE 0-3000 PSI 2,5" —4MP 11 1 50158 HYD CPLR SM-251 FEMALE 10 1 50159 HYD CPLR SM-252 MALE 9 1 50748 HYD HOSE 5" X 3/6. —6FJX —4MP (NO SWIVEL) 8 1 50161 HYD CPLR FF-371-6FP FEMALE 7 1 50160 HYD CPLR FF-372-617P MALE 6 2 50162 HYD HOSE 10" X 3 8" —6FJX —6MP NO SWIVEL 5 2 50746 HYD HOSE 9" X 3/8" —6FJX —6FJX 4 2 50151 HYD FTG FITTING MB—MJ45-6-6 3 5 50276 HYD FTG MB MJ90 —6 2 1 50153 HYD VALVE FOR LL-1 1 1 50201 HYD GYL FOR LL-1 (#AU0161) ITEM NO. QTY PART NUMBER CODE DESCRIPTION THIS PARTS LIST IS FOR INFORMATION PURPOSES ONLY 1111 1 Aun T11 INN a -- m741 3 Est AND IS NOT INTENDED AS A SUBSTITUTE FOR THE A 'pn TJ ,Ot tt� ° PROPER PRODUCT STRUCTURE (BILL OF MATERIALS). oM NSMS IIIIIIIIIIIn FORESIGHT �— PRODUCTS Inc �l 1 (303) 286—m55 LL-1 FPM PLUMBING COMPONENTS 4 SH 2 M \FM SIC H T\MANTARAY\IN STALL\SZO Z745 Sketch #S20274 Sheet 2 17 Manta P Setting Bar Figure 5 18 LL-2 MANUAL EARTH ANCHOR LOAD LOCKER OPERATION INSTRUCTIONS SAFETY PRECAUTIONS Warning: Before using the LL-2 to proof load or extract anchors be sure to adhere to all common safety precautions used by every utility, cable TV company, contractor or construction company. Hard hats, safety boots, and safety glasses must be worn. Warning: All underground work requires proper location of hazards by qualified personnel. Never use anchors and anchor locking mechanisms prior to proper location of underground hazards. FEATURES The LL-2 manually operated load locker is a light duty unit designed especially for use with the Manta Ray MR-3, MR-4, 88-SD, Duckbill 88, and Duckbill 138 anchors for load locking operations. 2. This unit can also be used to extract anchors that have not been load locked. These anchors can then be reused. 3. The LL-2 weighs only 65 pounds and is easily hand carried and operated by one man. 4. The unit can load lock anchors from 55 degrees to 90 degrees from the horizontal. SPECIFICATIONS Height 30" / 762 mm Width and Length 11" x 28" / 279 mm x 711 mm Jack Stroke / Stroke with Stem Extended 5" / 9" 127 mm / 229 mm System Capacity 8000 lbs. / 3632 kgs. Weight 65 lbs. / 29.5 kgs. Shipping Weight 73 lbs. / 33 kgs. OPERATING INSTRUCTIONS To operate the LL-2 follow in sequence the instructions listed below. Refer to the Parts Diagram and Parts List to identify each part. ANCHOR LOAD LOCKING PROCEDURE Step 1 For anchor rods with threaded ends: After the anchor has been driven to the desired depth, attach appropriate eye nut (item 11 (part number EN-58U, EN-16, EN-20)) to the anchor rod and tighten to snug position (or adequate thread engagement). Proceed to Step 2. For anchor rods with integral eyes: After the anchor has been installed to the desired 19 depth, thread the rod clamp sling (item 11 (part number 0010G02003)) through integral eye. Proceed to Step 2. For anchors with a cable loop: After the anchor has been installed to the desired depth, proceed to Step 2. Step 2 Lift model LL-2 over the anchor rod or cable end and place in the optimum pull position. This position will depend upon the angle of the anchor rod, ground slope, and accessibility. The best position is usually with the pull direction toward the jack (Figure 1). ENVELOPE OF POSSIBLE PULL ANME ULL ANGLE Figure 1 Step 3 Release pressure on the jack to remove the slip hook (item 10) from the stored position. Then connect the slip hook to the appropriate item 11 (part number EN-581-1, EN-16, EN-20, 0010G02003). Remove any slack by repositioning the chain (item 9) on the eye grab hook (item 8). For anchors with a cable end loop, attach the slip hook in the loop and position the chain onto the eye grab hook. Step 4 Close hydraulic jack valve and begin raising jack. Warning: Keep hands and feet clear of base during all operations. Note: To assist in the speed of operation, the hydraulic jack has an ACME threaded stem for raising the arm assembly (item 2) so that the LL-2 is approximately taut, and a small amount of jacking is required. Step 5 With all components completely taut, observe the stability of the entire system. If the system is in an unstable position, release hydraulic pressure and reposition the LL-2 to create a stable stance when a load is applied. Repeat Step 4. Note: For extremely soft soil, use wood 2 x 4's placed beneath the heel and toe of the base to increase the base footprint. Step 6 With continued pumping, the gauge will begin to register for the locking operation. Pump the jack to the required lock off load. Note that the pressure gauge will decrease until the anchor is completely turned. When the pressure gauge is constant with continued pumping, the maximum proof load for the turned anchor has been obtained. This maximum proof load is dependant on soil conditions. 20 Warning: Do not exceed the rated capacity of the anchor installed. Overloading may cause serious injury. Consult your distributor or Foresight Products for anchor capacity. Step 7 The gauge pressure to load ratio is a 1 to 1 correlation (i.e. 1000 psi on gauge indicates 1000 pounds on anchor, 3000 psi on gauge indicates 3000 pounds on anchor). 25.4034 !'ART NJMJ)ER- ',GII2 LL-2 LOAD LOCKER © 4 7 7°De Sd2'�n x x a GIA `��3A)RM ►SS'( e000sa a/e-L N A 092EET READING ® G4CE <LBS/K i 7/O EVE GRAB We <neon_3)� SID035 15.9111 5/16 HT CHAIN 5/16 CLEVTS SL FOOK IL'T ® LCK2JO ASS .TALK (enoi9z) M IS&SE ASS�O O (86B IS 0000 t�o047 /a-U X L e != LT = emac� sr ?1,?743 A #�N9 H4112 FM &SO(96 NVD POSE 1/4'X1?'-4FJ%-4FJX N JF1.90— FTG FOR L 2 FOR LL-2 27.47ea 8.5000 XI lln�n WIRE ROPE CLIP (II10097) 5/16' Y REO 5/16' CABLE SLIN B u m Arr usa (820085)y A r� om. n.ao OR ES ROCU RC-SBU 11/16" EYENUT CLAMP FOR <EN-22G) SAR-58 UTILITY ANCHOR f20D FOR SAR-58 UTILITY ANCHOR ROD (*20432) 1/2" EYEENHUT (EN-16) FOR AT-16 ALL THREAD <020014) 3/6" EYENUT (EN-20)WIRE FOR AT-20 ALL THREAD (e20015> ROPROD CLIP-1/4•(#5C227) 2 REO (510095) LL- AD LE rsbo�i PR.ESSUCE (2V 1NDILATE3 AD LOA D Figure 2 To ANC AOL Figure 3 MAXIMUM LOAb = Swo Ihs GRAB HOOK FOZ QUILK CRAW AN-Tusrm r-N T SLIP NooK EYE NUT' ATTACHES To ANLHue QED 21 ANCHOR EXTRACTION Step 1 For anchor rod operations: Before anchor is turned with drive rod still in place, install the rod clamp (item 11 (part number RC-58U)) on the screw anchor rod and tighten as required. Wrap the rod clamp sling (item 11 (part number 0010002003)) below the rod clamp and between the bolts and connect the end loops to the slip hook (item 10) (Figure 4). With LL-2 taut, pump the jack to remove the anchor. Reposition the rod clamp on the anchor rod as required to extract the anchor. Step 2 For cable operations: Before the anchor is turned and with the drive rod still in place, connect the end loop of the cable through the slip hook (item 10). With the LL-2 taut, pump the jack to remove the anchor. If the anchor is too deep for LL-2 to extract when fully extended, collapse the jack and jack stem and thread cable through the eye grab hook (item 8) or slip hook (item 10) and install two wire rope clips (item 11 (WRC-08, WRC-10)) to the cable and tighten as required. Reposition the wire rope clips and continue this procedure until the anchor is removed. f Warning: Do not exceed the rated capacity of the anchor during extraction operations. Overloading may cause serious injury. Consult your distributor or Foresight Products for anchor capacity. 0010002003 fo- RC—ssu - END :CLOPS zv S1S2 113JOK SCT-- W ANCYOR ROD Figure 4 22 PARTS LIST — LL-2 MEDIUM CAPACITY MANUAL LOAD LOCKER Ref. Drawing #550019 ITEM 1 2 3 4 5 6 7 8 9 10 11 12 PART NUMBER LL-2B LL-2A LL-2J LL-2J-1 LL-2J-2 LL-2J-3 LL-2J-4 LL-2J-5 B20-5.5-8 B20-3.5-8 B20-2.5-8 NUT-20-z EGH12HT CHN-10-GHT CSH10HT TERMINATION ACCESSORIES EN-58U EN-20 EN-16 EXTRACTION ACCESSORIES RC-58U 0010G02003 WRC-08 WRC-10 0004GO3804 DESCRIPTION Base Assembly for LL-2 Arm Assembly for LL-2 Jack Assembly for LL-2 w/HDL Hydraulic Jack Fitting — Jack to Hose Hose Fitting — Hose to Gauge Gauge Bolt 5/8 — 11 x 5'/2 GR8 Zinc Bolt 5/8 — 11 x 3'/2 GR8 Zinc Bolt 5/8 — 11 x 2 3/4 GR8 Zinc Nut — 5/8 UNC (3 required) Eye Grab Hook 3/8 High Test Chain 5/16 Galvanized High Test Clevis Slip Hook — 5/16 High Test Eye Nut for 5/8" Utility Rod 5/8" Eye Nut '/2" Eye Nut Rod Clamp for 5/8" Utility Rod Rod Clamp Sling Wire Rope Clip -'/4" (2 required) Wire Rope Clip - 5/16" (2 required) Safety Cable 23 ITT, MA) IMM MAD - 8,000 :b s _ Figure 5 24 splunG ince 1887 Our Polyurethane Architectural Membrane Offers Superior Performance www.sprung.com info@sprung.com Blackout design prevents solar gain and manages climate control Weighs approximately 20 oz. per square yard High strength, rip -stop Exceptional fire -retardant capability 15-year pro-rata guarantee Opaque for maximum longevity and energy efficiency Available in white, gray or tan Rain Kleen® finish prolongs life of the fabric and is easy to clean 'The selected Pantone color numbers are a visual interpretation of the membrane colors. The above color chips are not true and accurate representations of the actual membrane color. Please request a membrane sample prior to ordering. s iunG Since 1887 POLYURETHANE ARCHITECTURAL MEMBRANE Base Fabric Type (Scrim) Polyester Adhesion 20lbs (Ibs/2in) ASTM D4431 Finish Weight 20 oz./sq.yd. (+/- 5%) Method ASTM D3776 Surface Protection Acrylic Top Coat (Rain Kleen) Tongue Tear (Ibs) W175/1`155lbs Method ASTM D2261 Grab Tensile W450/F345lbs/in Method ASTM D5034 Strip Tensile 1" W325/F245lbs/in FED-STD-191 A Method 5102 Hydrostatic Burst R600+ F600+ ASTM D751 /A Cold Crack Pass -40' F FED-STD-191 A Method 5874 FIRE RATINGS 1. NFPA 701 Flame Spread Index <25 2. ASTM E84 Smoke Development rating <450 3. California State Fire Marshall 4. CAN/ULC-S-109 5. CAN/ULC-S-102 CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL REGISTERED FLAME RESISTANT PRODUCT Product: Reqistration No. ARCHITENT EXCEL 18 F-79301 Product Marketed By: HERCULITE PRODUCTS, INC. P. O. BOX 435 EMIGSVILLE, PA 17318 This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115, California Health and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS. CONCERNS published by the California State Fire Marshal. ti .. Deputy State Fire Mrs al Expire: 6/30/2019 FR-8 FROM :DIUERSIFIEDTESTING LABS FAX NO. :3362271175 E r r!llN�il.±.l'�ti r•r•i�-.. z=.:ter"-' 336 WEST FRONT STREET PO. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227.7710 > FAX (336) 227-1175 www.diversifiedtestingla.bs.com May 4, 2009 MS. Val Wagman 1gRR.C1JLITE PRODUCTS, INC. 1).0. Box 435 Emigsville, PA 17316 Reference: Flammability Test Report Lab Identification No. 9690 Invoice No. 22128 (Attached) Dear Ms. Wagman: One (1) sample, identified as ARCHITENT EXCEL 18, LOT # 42782, waa received and tested in accordance with the California Administrative Code Title 19--Public Safety, Section 1237. Flame Kc_;3a.stance, Small Scale Test. The results are as follows: spccimeri Numbrpr After Flame Time (sec) Char_ Len tg .h (in) Length Width Length Width 1 0.0 0.0 4.8 4.3 2 0.0 0.0 4.7 4.1 3 0.0 0.0 4.3 4.1 4 0.0 0.0 4.1 2.7 5 0.0 0.0 4.5 3.9 Avg, 0.0 0.0 The sample, submitted, in its original state, meets the minimum rc-:quirewents of the above standard. The char length may not exceed 6.0 inches for any individual apecimen and the average ofterflame time may not exceed 4.0 seconds in the length or width directions. if there are any questions or when we can be of further assistance:, please let us know. Sin er.ely, �nSatici s KSM/ 111r Attachment OUR I H fTERSAND RFFORTS ARC FOH ) HE EXCLUSIVE U6F OF TI IE CLIENT 10 WI TOM THEY AHF ADDRESSED. ANY COMMUNICATION'1'0 (:)'1 HERS OR THE Ubh pF OUR COMPANY NAM[ MUST RECEIVE PRIOR APPROVAL. OUR TEST RESULTS APPLY ONLY TO THE ,AMPLE TEb 16D AND ARE NUT n)FCFSSARILY INDIOA'1 IVF OI" TPIE OUAIJ I'TI-A CIF APPARCNTI.Y wi--'NTICAL OR SIMII AR PRODUCTS, SAMPLES NOT I )FSTROYED TN 1 F (i TING ARE REYAINF.R A MAXIMUM OF TI ORTY DAYS. THE LETTERS, REPORTS OR NAME OF UIVERSIFIFI) TESTING LABORATORIES, INC. MAY NOT BE USM) IN ADVERTISING TO THE GENkRAI. PUBLIC. FROM :DIUERSIFIEDTESTING LABS FAX NO. :3362271175 DIVERSIFIED en -rras-rilY0 LABORATOR1913,1 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227.7710 • FAX (336) 227-1175 www.diversiffiedtestinglabs.com May 4, 2009 Ms. Val wagman HERCULITE PRODUCTS, INC. I'.O. Box 435 Emigsville, PA 17318 heferel..).Ce : Flammability Test Report Lab ldentifioatioai No. 9690 Invoice No. 22128 (Attached) Dear Ms. Wagman : May. 04 2009 02:59PM P2 One (1) sample, identified as ARCHITENT EXCEL 18, LOT # 42782, was received and tested in accordance with the California AdTi, nistraLive Code Title 19--Public Safety, Section 1237. Flame Resistance, Small Scale Teat. The sample was tested after 72 hours of leaching. The results are as followa: S_>imetl Number After Flame Time (sec) Char Len Lg h (in) Length Width. Lend width 1 3.0 12.0 4,7 4.6 2 0.0 0.0 5.1 4.9 3 0.0 0.0 4.9 4.7 4 0.0 0.0 5.0 4.7 5 3.0 0.0 4.6 4.7 Avg. 1.2 2.4 The sample submitted, when tested after 72 hours of leaching, meets the minimum requirements of the above standard. The char .Length may not exceed 6.0 inches for any individual specimen and the average aft.er.flame time may not exceed 4.0 seconds in the length or width directions. if there are any questions or when we can be of further assisLance, please let us know. 5i ercly, X.. ron S . Matkin TCSM/rrir Attar_hmenL oun LETTFHA AND nEro i'S ARG ron THF i-YCLUSIVE USE OF TI E CLIENT'10 WHOM THEY AHI- Ar1DRFSSED. ANY COMMUNICATION l0 OTIiCRS on THE UGF OF oun COMPANY NAME MUB'I HI�rCIVC rnIUH APPROVAL. UUH I tST RESULTS APPLY ONLY TO THF ~AMPLE TESTFN AND ARE NOT NEC!F.H$ARILY INDICATIVE. OF TI•IC QUALITIES OF APPARENTLY IDHNTICAL OR SIMILAR PRODUCTS. SAMPLCS NOT UFRTROYCD IN'r03TING ARG REIAINF.D A MAXIMUM Oh THIRTY DAYS. THE LETTFRA, REI'UH I S OR NAME OF DIVEHSIFIFD TESTING LABUHATORICS, INC. MAY NOT BE USED 1N ADVEnTISINQ TO TI IC GENE'HAI PUBLIC. FROM :DIUERSIFIEDTESTING LABS FAX NO. :3362271175 DIVERSIFIED "i TI L 1 ®1 336 WEST FRONT STREET P.O, BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1175 www.diversifiedtestinglabs.com May 4, 2009 Ms. 'Val. wagman HPRCULITF PRODUCTS, INC. P.O. Box 435 Emi,gavill.e, I'A 17318 Reference: Flammability Test Report Llab Identification No. 9690 Invoice No. 22128 (Attached) Dear Ms. wagman : r• ►ice r r►� Onc: (1) sample, identified as ARCHITENT EXCEL 18, LOT # 42782, was received and tested in accordance with the California A6minisLrative Code Title 19--Public Safety, Section 1237. Flame. Resistance, Small Scale Test. The sample was tested after 100 hours of accelerated weathering. The results are as followB Scimen Number After Flame Time (sec) Char Length (in) - Length Width Length Width 1 0.0 5.0 5.3 4.7 2 5.0 0.0 3.8' 4.8 3 0.0 3.0 4.5 4.1 4 0.0 0.0 4.4 4.8 5 0.0 0.0 4.5 4.7 Avg. 1.0 1.6 The sample submitted, when tested after 100 hours accelerated weathering, meets the minimum requirements of the above standard. The char length may not exceed 6.0 inches for any individual specimen and the average afterflame time may not exceed 4.0 seconds in the length, or width directions. If L.bere are any questions or when we can be of, further assistance, please let us know. Sin erely, Ji— .i.:r.021 S . Mat) � ns KSM/ mK Attachment OUR LCTTEnS AND REPORTS AHF FOR THE EXCLUSIVE IJSE OF'I HE CI.IFNTTO WHUM TI-IEYARC-ADORESSFC). ANY COMMUNIUAI ION TO OTI IERS OR'I'HF USE OF OUn CUMHANY NAME MUST nECFIVF. PRIOR APPROVAL. OUR TEST AFSULTS APPLY ONI V TO THE SAMPLE. I I:.RTCD AND ARE NU I NECCSSAnILY INDICATIVE Of THE OUAI.I IIF;S OF APPARENTLY IDENTICAL OR SIMII.AR PRODUCTS, SAMPLES NOT DES'I HOYF..D IN TESTING APE RETAINED A MAXIMUM OF THIH'I Y PAYS, TI IC LETTERH, Htt ORTS On NAME OF I IIVERSIT'IED TESTING I ARORATOnIES, INC. MAY NOT BE USHP IN ADVEnTISINU TO TI IC GENERAL pt IBLIC. 09/05/2014 14:27 33622711175 DIVERSIFIED TESTING PAGE 01/02 DIVERSIFIED TESTING LABORATORIES, INC. `/ WOALCWICE 06MVICE v "We Test Per Your Request'°--► 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 ° FAX (336) 227-1175 www.diversifiedtestinglabs.com September 5, 2014 Ms. Stephanie Mummert RERCULITE PRODUCTS, INC. P.O. Box 435 Emigsville, PA 17318 Reference: Flammability Test Report Lab Identification No. 11643 Invoice No. 42409 (Attached) Dear Ms. Mummert: One (1) sample, identified as 111131 ARCHITENT EXCEL 18 LOT 15601H, was received and tested in accordance with the National, Fire Prevention Association No. 701, "Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, 2010 Edition, (Test 1, Small Scale)II.The results are as follows: Specimen Number Residual Flame (seconds) weight Loss (percent) 1 0.0 2.80 2 0.0 0.93 3 0.0 1.10 4 0.0 0.82 5 0.0 4.31 6 0.0 0.58 7 0.0 1.22 8 0.0 1.03 9 0.0 0.87 10 000 1.04 AVG. 0.0 1.47 The fabric sample submitted meets the minimum requirements of the above standard. The average percent weight loss cannot exceed 40% and the weight loss of individual specimens cannot exceed mean value plus three standard deviations. The average residual flame cannot exceed 2.0 seconds. if there are any questions or when we can be of further assistance, please let us know. sincerely, Bobby E. Puett BEP/mr Attachment OUR S OR THE USE OF OUR RECEIVEPRIOR APPROVAL. OUR TEST ERS AND REPORTS ARE FOR TRESHE ULTS A.PIPY ONVE USELY TOT E FTHE SAMPLE TESTED AND A19E NOT NECESSARILY INDICATIVE OF THE QUALITIES T ES OF APPARENTLY PRODUCTS. SAMPLES NOT DESTROYED IN TESTING ARE RETAINED A MAXIMUM OF THIRTY DAYS. THE LETTERS. REPORTS OR NAME OF DIVERSIFIED TESTING LABOR Be USED IN ADVERTISING TO THE ORNGRAL PUBLIC. FROM :DIUERSIFIEDTESTING LABS FAX NO. :3362271175 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1175 www.diversifiediestinglabs_com May 4, 2009 Ms. vai Wagman H2,RCULITE PRODUCTS, INC. P.O. lox n:iS Elni.ysvill.e, PA 17318 Referoncet: Flammability Test Report Lab identification No. 9690 invoice No. 22128 (Attached) Dear Mc. wagman: May. 04 2009 03:00PM P5 "We Test Per Your Request" Ono (1) sample, identified as ARCHITENT EXCEL 18, LOT # 42782, was received and t:est.e6 in accordance with the National Fire Prevention Association No. 701', "Flame Propagation of Textiles and Films, 2004 Eda.tion, (Test 2, Large Scale) ° . The resul.re are as follows: S�luc1•men Number Afterflame Residual Flame Chan Lengtli (seconds) (seconds) (iTlches) SiTlyle 1 0.0 0.0 13.0 Flat. 2 0.0 0.0 3.2.0 :lhecimei1 3 0.0 010 910 4 0.0 0.0 10.0 5 0.0 0.0 10.0 6 0.0 0.0 11.0 7 0.0 0.0 12.0 8 0.0 0.0 10.0 9 0.0 010 9.0 1.0 0.0 0.0 12.0 ,1'hcs sampic submitted meets the minimum requirements of the above standard. The lrmyt:h of char on the individual single flat specimens shall not exceed 17.1 inohe:;l. Additionally, no specimen shall continue flaming for more than two (2) ;iecond:; after the test flame is removed and no residues shall fall to the floor of Elie test chamber and continue flaming for more than two (7,) seconds at any time during the test. If there are any questions or when we can be of further assistance, please let us know. '91.nc rely, K,ai 'VI1 S . Matk,i,ns T mr Attachment OUH I,FTTERSAND HFPORTSAHI t OR THE EXCLUSIVE USE OF THk CI.IFNTTO WH0MTIIFYARE ADOHtRSFD. ANY COMMVNIGATION TO D7HFH8 OR TI IG USE OF OUR COMPANY NAM- MAST HECFIVC PRIUR APPROVAL. OUR TEST RESULTS APPLY ONLY TO TI IG SAMPLE 'fFRTCD AND AHF NOT NCCE88AHII.Y INDICATIVE UF'IHF, QUALITIES OF ANNARFNTLY IOEN n0AL OR SIMILAR NRCPUCTS. SAMPLeG NUT UFSTROYED IN I'FRTING ARE HF., PAINED A MAXIMUM OF THIRTY DAY;, TI IC LETTERS, RFPRRTS On NAMF OF DIVERSIFIED IPRTING LABUHAfORIFG, INC. MAY NOT HFUGEDINADVERTISINO'IV IHEGENERAI PUBLIC. 09/05/2014 14:27 33622711175 DIVERSIFIED TESTING PAGE /02 DIVERSIFIED TESTING LABORATORIES. INC. VvgRL.cWIOE SERVICE "We Test Per Your Request" 336 WEST FRONT STREET P.O. BOX 4004 BURLINGTON, NORTH CAROLINA 27215 PHONE (336) 227-7710 • FAX (336) 227-1175 www. d iversifiedtestingl abs, com September 5, 2014 Ms. stephan.ie Mummert HERCULITE PRODUCTS, INC. P.O. Box 435 Emigsville, PA 17318 Reference: Flammability Test Report Lab Identification No. 11643 Invoice No. 42409 (Attackied) Dear Ms, Mummert: One (1) sample, identified as 111131 ARCHITENT EXCEL 16 LOT 15601H, was received and tested in accordance with the rational Fire Prevention Association No. 701 "Standard Methods of Fire Tests for Flame Propagation of Textiles and Films, 2010 Edition, (Test 2, Large Scale)". The results are as follows specimen Number After Flame Residual Flame Char Length (seconds) (seconds) (inches) Folds 1 0.0 0.0 15.5 2 0.0 0.0 16.5 3 0.0 0.0 17.0 4 0.0 0.0 18.0 The sample submitted meets the minimum requirements of the above standard. The length of char on the individual folded specimens shall not exceed 41.3 inches. Additionally, no specimen shall continue flaming for more than two (2) seconds after the test flame is removed and no residues shall fall to the floor of the test chamber and continue flaming for more than two (2) seconds at any time during the test. if there are any questions or when we can be of further assistance, please let us know. sincerely, Bobby E. Puett BE).'/mr Attachment OUR LETTERS AND REPORTS ARG FOR THE EXCLVSfVE USE! 05 THF CLIENT TO WHOM THEY TO OTHER$ OR THG USE OF OUR COMPANY NAME MUST RECEIVE PRIOR APPROVAL. OUR TMT RESULTS APPLY ONLY TO THE SAMPLE TEBTED AND ARE NOT NECESSARILCIDIR668ED. ANY Y INDICATVEION OF THE QUALITIES OF APPARENTLY IDENTICAL O SIMILAR PRODUCTS. SAMPLES NOT DESTROYED IN TESTING ARE RETAINED AMAXIMUM OFTHIRTY DAYS. THE LETTERS, REPORTS OR NAME OF DIVEFISIFIEO TESTING LABORATORIES, INC. MAY NOT eE USEO IN ADVERTISI NG TO THE GENEflAL PUBLIC. HARDWOOD PLYWOOD & VENEER ASSOCIATION LA130RATORY AND TESTING SERVICE 1325 Michael Faraday Drive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 Report On Surface Burning Characteristics Determined By ASTM E 84 Twenty -Five Foot Tunnel Furnace Test Method PREPARED FOR: Herculite Products, Inc. Emigsville, PA TEST NUMBER T-13394 MATERIAL TESTED: Architent Excel 18 DATE OF ISSUE 6/16/2010 Page 1 of 7 HARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE 1825 Michael Faraday Diive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 (Page 2 of 7) This report contains the reference to the test method, purpose, test procedure, rounding procedures, preparation and conditioning of specimens, description of materials, test and post test observation data, and test results. The test was conducted in accordance with ASTM F 84, "Standard Test Method for Surface Burning Characteristics of Building Materials," The 25-foot tunnel method is also described by NFPA 255 and UL 723. The purpose of the test is to determine the relative performance of the test material under standardized fire exposure. Results are given for Flame Spread and Smoke Developed Index. The values obtained from burning the test material represent a comparison with that of 1/4" inorganic reinforced cement board expressed as zero and red oak flooring expressed as 100. The flame spread results of 25-foot tunnel tests are frequently used by building code officials and regulatory agencies .in the acceptance of interior finish material for various applications. The most widely accepted classification system is epitomized by the National Fire Protection Association Life Safety Code, NFPA 101: Class A* 0 - 25 flame spread 0-450 smoke developed Class B* 26 - 75 flame.spread 0-450 smoke developed Class C* 76 - 200 flame spread 0-450 smoke developed *Class A, B and C correspond to I, II and III, respectively, in other codes such as UBC and BOCA, This flame spread classification system is based on the premise that the higher the flame spread numbers, the greater the fire spread potential. The actual relationship between the numbers developed under this test and life safety from fire has not been adequately established. The furnace was preheated to a minimum of 150°F as measured byan18 AWG`thermocouple embedded in cement 1/8" below the floor surface of the chamber, 23-1/4 from the centerline of e ignition burners. The furnace was then cooled to 105OF (± 5°F) as measured by a ermocouple embedded 1/8"below the floor surface of the test chamber 13' frorn the fire end. ,ior 10-minute tests with 1/4" inorganic reinforced cement board provided the zero reference for Ime spread. Periodic 10-minute tests with unfinished select grade red oak flooring provided for e 100 reference for flame spread and smoke developed as noted in Section III. 004 fOoHARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE 1825 Michael Faraday Dtive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 (Page 3 of 7) A. Flame Spread The flame spread distance is observed and recorded at least every 15 seconds or every 2 feet of progression. The peak distance is noted at the time of occurrence. The flarne spread distance is plotted over tirne. The total area under the flame spread distance-tirne curve is determined; flame front recessions are ignored. The flame spread is then calculated as a function of the area under the curve relative to the standard red oak curve area. The value for flame spread classification for the tested material may be compared with that of inorganic reinforced cement board and select grade red oak flooring. B. Smoke Developed The smoke developed during the test is determined by the reduction in output of a photoelectric cell. A light bearn vertically orientated across the furnace outlet duct is attenuated by the smoke passing through the duct. The output of the photoelectric cell is related to the obscuration of the light source through the duct caused by the smoke. A curve is developed by plotting photoelectric cell output against time. The value of smoke developed is derived by calculating the net area under the curve for the test material and comparing this area with the net area under the curve for unfinished select grade 23/32" red oak flooring. Single test calculated flame spread and smoke developed values are rounded to the nearest multiple of 5 and reported as the Flame Spread or Smoke Developed Index. Actual test values are available on request. For multiple tests, the individual calculated flame spread and smoke developed values are recorded, averaged, and the results rounded to the nearest multiple of 5. The averaged, rounded number is reported as the Flame Spread or Smoke Developed Index. Three or four sections are generally used in the preparation of a complete test specimen which is 20-1/2" wide and 24' long. Materials 8' in length may be tested by using three sections 20-1/2" wide by 8' long for a total specimen length of 24'. A 14" length of uncoated 16 gauge steel sheet is used to make up the remainder of the test specimen; it is placed at the fire end of the test chamber. Prior to testing, three 8' long sections of 1/4" inorganic reinforced cement board are placed on the back side of the specimens to protect the furnace lid assembly. Test specimens - are conditioned at a controlled temperature of 73.4°F (± 5°F)" and a controlled relative `humidity of 50 ± 5 percent. T/8P;6/2004 HARDWOOD PLYWOOD& VENEER ASSOCIATION LABORATORY AND TESTING SERVICE TEST NUMI-13394.825 Michael Faraday Ddve, Reppg, y4 3f 18T �03-435-2900 FAX 703-435-2 bATE OF TEST 6/16/2010 VII: MATERIAL TESTED 1) Manufacturer: Herculite Products, Inc. Emigsville PA 2) Burn Number: 1 3) Average Thickness(in.): 0.021 4) Average Weight (lbs./sq.ft.): 0.166 5) Average Groove Depth (in.): 6) Produ'ct Description: Architent Excel 18 Lot#43724 7) Color: White 8) Surface: Face Side Exposed 9) Sample Selection: Manufacturer 10) Date of Selection: 5/18/2010 11) Material Description By: Manufacturer 12) Method of Mounting: Supported with 1/4" diameter steel rods spaced 24 inches on center and 2" hexagonal wire mesh 13) Sample Conditioning: 28 Vill: TEST CONDITIONS AND DATA 1) Specimen Preheat Time (min.) 2:00 2) Tunnel Brick Temp (deg. F): 103 3) Ignition Time (seconds): 14 4) Time to End of Tunnel or Flamefront Distance: 1:15 5) Time -Distance Curve Area (min./ft): 18.6 6) Fuel and Temperature a) Fuel (cuft/min.): 5.776 b) Max. Vent End Temp. (deg.F): 528 c) Time to Max. Temp (min.): 9.-02 7) After Flaming: No TEST NUMBER T-13394 1825 Michael Faraday Drive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 Page 5 of 7 DATE OF TEST 6/16/2010 Test results calculated on the basis of the area under the curves of flame spread distance and smoke developed versus tirne are provided in the table below for calibration materials and for: Architent Excel 18 Material Description Flame Spread Smoke Developed Index I Index Nigh Density Inorganic Reinforced Cement Board 0 0 Red Oak Flooring 100 100 T-13394 10 400 Observations: Burned through to 10'. Remarks: The sample consisted of 1 piece, 24', laid out on top of rods and wire. Conclusions: Meets Class A, Flame Spread Index 25 or less and Smoke Developed Index 450 or less. REPORT PREPARED BY: Thomas Wilson Senior Fire Technologist REPORT REVIEWED BY: Brian Sause Director of Testing, Certification, and Standards Conformance to the test standard is verified by a registered professional engineer. This is a factual report of the results obtained from laboratory tests of sample products. The results may be applied only to the products tested and should not be construed as applicable to other similar products of the manufacturer. The HPVA does not verify the description of materials and products when the description is provided by the client. The report is not a recommendation or a disapprobation by the Hardwood Plywood and Veneer Association of the material or product tested. While this report may be used for obtaining product acceptance; it may not be used in advertising. HARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE 1825 Michael Faraday Dtive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 I C7) co co I-L CL w z I-- C/) w C=- c, C-4 C-1 LLD 19 .vfE E E 2 ti - — IP In Cm tm ci uois:.Iwsup-j I -y' Jq8.rj 11 j W1, E co 'm Ca CM X Ca C) E (D V, IV ra Im iaaj ui pE!ajdSaUJEjJ z 0 HARDWOOD PLYWOOD & VENEER ASSOCIATION LABORATORY AND TESTING SERVICE L+hpU�rT 1825 Michael Faraday Drive, Reston, VA 20190 703-435-2900 FAX 703-435-2537 (Page 7 of 7) LABORATORY ACCREDITATION HPVA is a recognized ASTM E 84 testing laboratory by the following building code organizations under the Council of American Building Officials Report No. NER-TL329 and ICBO Evaluation Service Report No. TL 224, International Conference of Building Officials Building Officials and Code Administrators, International Southern Building Code Congress International, Inc. HPVA FLAME SPREAD PROPERTY VERIFICATION PROGRAM The Hardwood Plywood & Veneer Association provides a product property verification program for flame spread properties, This program is based on the selection and testing of panels within a given marketing line on the basis of that combination of factors that theoretically should give the highest flame spread values. Such factors as panel thickness, specific gravity, color of stain, type of lamination, surface texture, and product mix are taken into consideration in the selection of flame spread samples. While it is standard procedure to include smoke developed values in test reports, the HPVA label identifies only the flame spread class. The HPVA label is evidence that the marketing line has been tested and inspected in accordance with the HPVA Flame Spread Inspection and Verification Program Procedures, The HPVA label displayed below indicates conformance of the tested samples to the Type II glue bond requirements as set forth in ANSI/HPVA HP-1-2004 Standard For Hardwood And Decorative Plywood, and conformance to Flame Spread Class C (200 or less) as determined by the test procedures described in ASTM E 84. Depending on the type of product, the label may also include other information such as structural and formaldehyde emission ratings. HARDWOOD PLYWOOD & VENEER ASSOCIATION BOND LINE FLAME SPREAD TYPE II T7�1350 ANa Vp 2®® OR LESSANSI/HPVACLASS HP-1-2004 C ASTM E 84 a hpva — SIMULATED DECORATIVE MILL 00 FINISH ON SPECIALTY GRADE PLYWOOD T/BP:6/2004 Exova 2395 Speakman Dr. mmussouga Onlano Condo LSK 183 T : a 1 (906) 822.4111 f: ♦1 (905) 823.1446 E:sales®exova.com W. www exova com Testing. calibrating. advising CAN/ULC-S102 Surface Burning Characteristics of "Architent Excel 18" Material A Report To: Herculite Products Aberdeen Road Emigsville, PA 17318 USA Phone: (717) 764-1192 E-mail: smummert@herculite.com Attention: Stephanie Mummert Submitted by: Exova Warringtonfire North America Report No. 14-002-543(B) 6 Pages Date: September 26, 2014 CAN/ULC-S102-10 Testing of 'Architent Excel 18" Material Page 2 of 6 For: Herculite Products Report No. 14-002-543(8) X ACCREDITATION To ISO/IEC 17025 for a defined Scope of Testing by the International Accreditation Service W SPECIFICATIONS OF ORDER Determine the Flame Spread and Smoke Developed Classifications based upon triplicate testing conducted in accordance with CAN/ULC-S102-10, as per Herculite Products reference Purchase Order No. 3051 and Exova Warringtonfire North America Quotation No. 14-002-304463 accepted August 26, 2014. SAMPLE IDENTIFICATION (Exova sample identification number 14-002-S0543) Reinforced fabric material, approximately 0.6 mm in thickness, described as "l 11131 Lot 15601 H", and identified as "Architent Excel 18" TEST PROCEDURE The method, designated as CAN/ULC-S102-10, "Standard Method of Test for Surface Burning Characteristics of Building Materials and Assemblies", is designed to determine the relative surface burning characteristics of materials under specific test conditions. Results of less than three identical specimens are expressed in terms of Flame Spread Value (FSV) and Smoke Developed Value (SDV). Results of three or more replicate tests on identical samples produce average values expressed as Flame Spread Rating (FSR) and Smoke Developed Classification (SDC). Although the procedure is applicable to materials, products and assemblies used in building construction for development of comparative surface spread of flame data, the test results may not reflect the relative surface burning characteristics of tested materials under all building fire conditions. SAMPLE PREPARATION The test specimen consisted of one continuous section of material approximately 533 mm in width by 7615 mm in length. Prior to testing, the specimens were conditioned to constant weight at a temperature of 23 ± 3°C and a relative humidity of 50 ± 5%. During testing, each specimen was supported over its entire length by 50 mm hexagonal wire mesh and was further supported across its width by 6 mm steel rods spaced nominally at 610 mm intervals. The beige surface was exposed to the test flame. The testing was performed on: Test #1: 2014-09-25 Test #2: 2014-09-25 Test #3: 2014-09-25 SUMMARY OF TEST PROCEDURE The tunnel is preheated to 85°C, as measured by the backwall-embedded thermocouple located 7090 mm downstream of the burner ports, and allowed to cool to 400C, as measured by the backwall-em bedded thermocouple located 4000 mm from the burners. At this time the tunnel lid is raised and the test sample is placed along the ledges of the tunnel so as to form a continuous ceiling 7315 mm long, 305 mm above the floor. The lid is then lowered into place. CAN/ULC-S102-10 Testing of 'Architent Excel 18" Material Page 3 of 6 0 For: Herculite Products Report No. 14-002-543(B) O X SUMMARY OF TEST PROCEDURE (continued) W Upon ignition of the gas burners, the flame spread distance is observed and recorded every second. Flame spread distance versus time is plotted. Calculations ignore all flame front recessions and the Flame Spread Values (FSV) are determined by calculating the total area under the curve for each test sample. If the total area under the curve (AT) is less than or equal to 29.7 m•min, FSV = 1.85•AT; if greater, FSV = 1640/(59.4-AT). Smoke Developed Values (SDV) are determined by comparing the area under the obscuration curve for each test sample to that of inorganic reinforced cement board and red oak, established as 0 and 100, respectively. Each Smoke Developed Value is determined by dividing the total area under the obscuration curve by that of red oak and multiplying by 100. TEST RESULTS Flame Spread Smoke Developed SAMPLE Value (FSV) Value (SDV) "Architent Excel 18" Test #1 16 115 Test #2 22 153 Test #3 22 201 Average: 20 156 Rounded Average Flame Spread Rating (FSR): 20 Rounded Average Smoke Developed Classification (SDC): 155 Observations of Burning Characteristics - The specimens ignited approximately 12 to 13 seconds after exposure to the test flame. - The flames fronts propagated to maximum distances of 0.9, 1.2 and 1.2 meters at approximately 28, 33, and 23 seconds into each respective test. Note: This is an electronic copy of the report. Signatures are on file with the original report. Robert A. Carleton, Ian Smith, Technologist. Technical Manager. Note: This report and service are covered under Exova Canada Inc. Standard Terms and Conditions of Contract which maybe found on the Exova website (www. exova. com), or by calling 1-866-263-9268. CAN/ULC-S102-10 Testing of 'Architent Excel 18" Material For: Herculite Products Sample: "Architent Excel 18" Test #1 of 3 6 Co m 5 4 c a 0 3 m a U) °' 2 E m LL 1 FLAME SPREAD Red Oak (FSV=100) + Sample +++ ++ ++ + + + + + + Page 4 of 6 Report No. 14-002-543(8) / 0 1 u 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds 100 90 80 .Q0 70 0 60 Cn 50 CY) 40 J 0 30 20 10 0 0 400 _ 300 a� m 200 a E a� 100 SMOKE DEVELOPED 60 120 180 240 300 360 420 480 540 600 Time in Seconds TEMPERATURE 0 1 I I I I i 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds FSV SDV Max. Temp. (°C) 16 115 239 X W CAN/ULC-S102-10 Testing of 'Architent Excel 18" Material For: Herculite Products Sample: "Architent Excel 18" Test #2 of 3 FLAME SPREAD 6 5 w P °' 4 c m 3 9) a CO °' 2 E 5 1 Page 5 of 6 Report No. 14-002-543(8) / 0 11 1 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds SMOKE DEVELOPED 100 90 Red Oak (SDV=100) 80 Sample o 70 Q 8 60 a 50 L � 40 J 0 30 20 ++++++++++�+++�+� 10 + +++++++++++ + ++ + 0 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds TEMPERATURE 400 _ 300 9 a� 16 200 a E m H 100 0 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds FSV SDV Max. Temp. (°C) 22 153 262 X W CAN/ULC-S102-10 Testing of 'Architent Excel 18" Material For: Herculite Products Sample: "Architent Excel 18" Test #3 of 3 6 5 4 c cu 3 2 Q U) 0 2 E LL 1 0 FLAME SPREAD + Red Oak (FSV=100) + + + Sample ++ + ++ + ++ + + + + + ++ Page 6 of 6 Report No. 14-002-543(8) / 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds SMOKE DEVELOPED 100 90 Red Oak (SDV=100) 80 — Sample 0 70 — Q $ 60 cn 50 — 40 J 30 — 20 ++++++++++++ + 10 +++ + +++++++++++++++++++ 0 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds TEMPERATURE 400 _ 300 9 m Q E 200 100 0' 0 60 120 180 240 300 360 420 480 540 600 Time in Seconds FSV SDV Max. Temp. (°C) 22 201 246 X W Exwa 2395 Speakman Dr Mis wauga Ontario CCWK)do l5K 183 T:+1 (905)822d111 F: +1 (905) 823-1466 E: salesfexova.com W wwwexava com Testing. calibrating. advising CAN/ULC-S109 Flame Resistance of "Architent Excel 18" Material A Report To: Herculite Products Aberdeen Road Emigsville, PA 17318 USA Phone: (717) 764-1192 E-mail: smummert@herculite.com Attention: Stephanie Mummert Submitted By: Exova Warringtonfire North America Report No. 14-002-543(A) 3 pages + appendix Date: September 12, 2014 `3 O X W CAN/ULC-S109 Flame Resistance of 'Architent Excel 18" Material Page 2 of 3 For: Herculite Products Report No. 14-002-543(A) O ACCREDITATION To ISO/IEC 17025 for a defined Scope of Testing by the International Accreditation Service W SPECIFICATIONS OF ORDER Determine flame resistance in accordance with the CAN/ULC-S109-03 Small and Large Flame Tests, as per your P03051 dated 8/26/2014. IDENTIFICATION Material identified as 111131 Lot 15601 H: "Architent Excel 18." (Exova sample identification number 14-002-S0543) TEST RESULTS CAN/ULC-S109-03 Small -Flame Test Standard Methods of Tests for Flame -Resistant Textiles and Films Tested "as -received" Fabric Weight: 721 g/m2 Damaged Afterflame Flaming Length (mm) Time (s) Dripping (s) Machine Direction 1: 96 4.6 0.0 2: 108 2.3 0.0 3: 101 9.1 0.0 4: 104 4.6 0.0 5: 105 2.5 0.0 Cross Direction 6: 89 7.9 0.0 7: 94 3.8 0.0 8: 82 1.7 0.0 9: 105 2.6 0.0 10: 90 5.0 0.0 Average: 97 - - Maxima Specified by ULC-S109 Small Flame Test: 165 - - (average) 190 - 2.0 (individual) CAN/ULC-S109 Flame Resistance of 'Architent Excel 18" Material Page 3 of 3 For: Herculite Products Report No. 14-002-543(A) O TEST RESULTS (continued) W CAN/ULC-S109-03 Large Flame Test Standard Methods of Tests for Flame -Resistant Textiles and Films Tested "as -received" and in single sheet configuration. Machine Direction 1: 2: 3: 4: 5: Cross Direction 6: 7: 8: 9: 10: Average: Maxima Specified by ULC-S109 Large Flame Test: Damaged Afterflame Flaming Length (mm) Time (s) Dripping (s) 41 0.0 0.0 37 0.0 0.0 52 0.0 0.0 43 0.0 0.0 46 0.0 0.0 35 0.0 0.0 38 0.0 0.0 40 0.0 0.0 36 0.0 0.0 36 0.0 0.0 40 - - 250 - 2.0 (Above tip of test flame) (average) (individual) CONCLUSIONS When tested "as -received" only, the material identified in this report meets the flame resistance requirements of both the Small -Flame and Large -Flame Tests of CAN/ULC-S109-03. Note: This is an electronic copy of the report. Signatures are on file with the original report. Victor Tarcenco, Ian Smith, Technologist Technical Manager Note: This report and service are covered under Exova Canada Inc. Standard Terms and Conditions of Contract which may be found on the Exova website (wwmexova.com), or by calling 1-866-263-9268. CAN/ULC-S109 Flame Resistance of 'Architent Excel 18" Material For: Herculite Products APPENDIX (1 Page) Summary of Test Procedure Report No. 14-002-543(A) O X W CAN/ULC-S109-03 Standard Methods of Tests for Flame -Resistant Textiles and Films Small -Flame Test Ten specimens are cut, each 70 x 250 mm, with five in the warp direction and five in the weft direction, where applicable. The specimens are conditioned for 30 minutes at 105±2°C, then allowed to cool in a dessicator before testing. In case they melt or distort at these temperatures, pre -dry at 18 - 220C at 50% R.H. for at least 12 hours or by drying in an oven for 1 hour at 60°C. Each specimen is removed from the conditioning chamber individually, clamped in a U-shaped metal holder and suspended in a specified cabinet. The free edge of the specimen is positioned 20 mm above the tip of a gas burner which has been adjusted to yield a flame height of 40 mm. Flame exposure time is 12 seconds. Char length and afterflame time are measured. Flame Resistance Requirements: Maximum Average Length of Char or Destroyed Material for Ten Specimens 165 mm Maximum Length of Char or Destroyed Material for any Specimens 190 mm The specified maximum flaming time for residue on the floor of the tester from any specimen is 2.0 seconds. Large -Flame Test For conducting flame tests of fabrics in single sheets, the procedure specifies ten specimens, 125 mm by 750 mm to 2100 mm long. The specimens are conditioned at 105 ±2°C for 30 minutes or, if distortion or melting occurs at these temperatures, 20 ± 20C at 25 - 50% relative humidity for at least 12 hours or by drying in an oven for 1 hour at 60°C. Each specimen is removed from the conditioning chamber and cooled in a desiccator prior to being suspended in a steel stack 310 mm square and 2130 mm high, the said stack being open both top and bottom and supported 300 mm above the floor. The lower edge of the specimen is positioned 100 mm above the tip of a gas burner which is inclined at 250to the vertical. The burner, which has been adjusted to yield a flame 280 mm in height is ignited and inserted directly beneath the specimen for 2 minutes. Char length is measured from the tip of the flame, upwards. For conducting flame tests of fabrics hung in folds, at least four specimens 625 mm by 750 mm to 2100 mm are required. Each specimen is folded longitudinally to form four folds. Flame Resistance Requirements - Specified Maxima: Specimen Char Length or Damaged Flaming Residue on Configuration Material Length (mm) Floor of Tester (s) Single sheets 250 2.0 Folded 635 2.0 Note: As stated in the standard, "fabrics shall comply with both the Small -Flame and the Large -Flame Test". a 0 K W