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Home My WebLink About4407 172nd St Ne_BLD277_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 42 PHONE; (360) 403-3551 BUILDING PERMIT Address:4407 172nd St Permit#:277 Parcel#:31052100400100 Valuation:0 00 OWNER APPLICANT _ CONTRACTOR Name:ARLINGTON CITY OF Name:Northwest Educational Services District Name:EZ Systems Address: 18204 59TH DRIVE NE Address:1601 R Avenue Address: 15300 Thayer Road City,State Zip:ARLINGTON,WA 98223 City,State Zip:Anacortes,WA 98221 City,State Zip:Oregon City,OR 97045 Phone: Phone:360-299-4014 Phone: 1-800-501-0339 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2012 STORIES: 1 CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL,BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI 10. SALF TAX N TTI E: les tax relatinsio construction and constriction materials in the Cit [ling n must be reported on your sales tax return form and�Co d City of r'r(fa #3 1 �J f Si na ire Print Name Date IZeI sed By Date CONDITIONS THIS PERMIT AUTHOR[ZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 1/29/2014 State Building Code Surcharge Fee $4.50 1/29/2014 Temporary Modular Offices $350.00 Total Due: $354.50 Total Payment: $0.00 Balance Due: S354.50 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of[nspection being requested,and whether you prefer morning or afternoon �� III I I i o 00 w � t I d I �s )zm N1 Jb m U I -i- i GENERAL DESIGN LOADS • Occupancy Type: E Occupancy • Construction Type:V-B • State Insignia: Washington Gold and(1)MBI Seal per module • Design Floor Load: 40 in Classrooms-SO in Offices- 100 in the Hallway • Design Roof Load: 30 lb. or code required for Arlington,Washington-Whichever is higher • Design Wind Load: 110 MPH-Exposure B-Or code required for Arlington,Washington • Building Size: 96'-0"x 46'-0" • Module Widths: 12'-0" including spacers • Module Lengths: 46'-0" CURRENT BUILDING CODES: • 2012 International Building Code with Washington Amendments • 2012 International Mechanical Code with Washington Amendments • 2012 Uniform Plumbing Code by IAPMO with Washington Amendments • 2008 National Electrical Code (N.E.C.)with Washington Amendments • 2012 International Energy Conservation Code with Washington Amendments FOUNDATION: • Modular Contractor to supply and install a PT Pony Wall @ perimeter with mid-span beams and posts at mod lines-Finish floor @ 14" above finish grade DECKS/RAMP: • Aluminum decks, stairs and ramps to meet ADA by Welcome Ramp Systems-One set at each exterior door FLOOR: • Bottom cover on floor joists to be Class A woven polyethylene fabric or Mobileflex • Joists to be 2x8 @ 16"o/c with joist hangers as needed • Rims to be single 2x8 LVL to match floor joist size • First layer decking to be minimum 3/4"APA Rated T&G-Glued and nailed-with a second layer of 1/4"Ultraply XL or equal in Restrooms, Hallway,Laundry, Storage,Janitor and Cafeteria • Insulation: R-30 fiberglass or current Washington State Energy Code • Floor Cover and Base: Armstrong"Abode"or"Connection Corlon" sheet vinyl in Restrooms,Laundry and Janitor Room- 1/8"Armstrong Standard Excelon Imperial VCT in Closets, Hallway, Storage and Cafeteria-20 ounce Olefin carpet in all other rooms. Rubber base in all rooms to be 4"Flexco"Wallflowers"with cove. Received JAN 2 3 20% 1 of 6 bub 9-n i EXTERIOR WALL FRAMING AND FINISH: • Studs: 2x6 gable side walls and 2x8 end walls @ 16" o/c. Roof downspouts are to be run from the roof, down through the exterior end walls and exit just above the bottom plate. • Insulation: R-21 unfaced fiberglass in wall cavity and rigid foam on exterior wall per code • Interior Wall Cover: 5/8"Vinyl Covered Type-X Sheetrock • Wall Cover Trim: Vinyl covered wood batts to match the wall cover color @ all inside and outside corners and as required above/below the doors and windows • Exterior Wall Cover: 7/16"x 4'x 10'LP SmartSide T 1-I I Panel with Grooves 8" o/c over Housewrap-Prep for skirting with 1/2"Z-metal at the bottom of the siding. • Mansard Cover: 7/16"LP SmartSide Panel No Groove • Wall Corner Trim: lx4 Finger Jointed or Clear Cedar with a minimum 2"x2" galvanized flashing installed over the siding&under the corners. Corners to be installed on site by Modular Contractor continuously from bottom of soffit to bottom of skirting • Window Trim: Ix4 FJ or Clear Cedar • Door Trim: lx4 FJ or Clear Cedar • Modline Trim: lx4 FJ or Clear Cedar • Mansard Trim: lx6 FJ or Clear Cedar at the top and lx4 FJ or Clear Cedar at the bottom and corners • Soffit: 5/16"Fiber Cement • Skirting: Modular Contractor to install painted pieces of PT Plywood rated for ground contact around the perimeter of the building and all painted code required skirting vents INTERIOR WALLS: • Studs: 2x4 @ 16"or 24"o/c-Plumbing walls to be sized as needed • Posts: Wood end columns with steel or wood interior posts • Insulation: R-11 sound attenuated fiberglass batts @ all walls to bottom of rafters • Interior Wall Cover: 5/8"Vinyl Covered Type-X Sheetrock with Plastic Laminate Wainscot or F.R.P. installed per code in the Restrooms and in Janitor Room beside and behind the Mop Sink. Plastic Laminate Wainscot or F.R.P. Full Height on all walls in Laundry Room. • Trim: Vinyl covered wood Batts @ corners and as required @ doors and windows- Painted wood bullnose at the top of the wainscot in the Restrooms and Janitor Room • All interior walls are to be built full height to the bottom of the rafters and sound insulated 2of6 . i ROOF: • Rafters: 2x10 or 2x12 @ 24" o/c • Roof Pitch: .25/12 • Ridgebeam&Rims: 1-1/2"x 24"LVL or as required by engineering • Sheathing: 7/16"OSB • Insulation: R-49 or as required by code • Ceiling: 2'x4'T-Bar Grid with#769 Cortega tiles in all rooms except Laundry Room. Use #2910 Random Fissure Vinyl-faced tiles in Laundry room. Ceiling height is to be 8'-0" AFF in all rooms. • Roofing: Single Ply PVC Membrane "Durolast" 40 mil. or equal-Class"C"-Use a metal cap flashing for closing up the top of the modline beams and install a termination bar around the perimeter of the building on top of the fascia. • Overhang: 12"wide x 32" tall Mansard/Overhang on all(4) sides of the building • Drainage: Roof drains and downspouts at each module roof-Drains plumbed down through the exterior end walls and exit to outside just above the wall plate • Venting: If required to meet code WINDOWS: • Exterior: (16)5'x4'-White PVC Vinyl Frame-Horizontal Slider-Dual Glaze-As required meeting the Washington State Energy Code. Install 1"Metal Mini Blinds on all exterior windows. • Interior: (5) 4'x4'-Fixed-Single Glaze and(1) 2'x4'Fixed-Single Glaze. Interior windows to be installed in prefinished wood surrounds. DOORS: Exterior Doors to be master keyed and all locking interior doors to be keyed separately. The master key is to open all doors. • Exterior: (2) 3'-0"x 6'-8"Insulated Galvanized 18 gauge Steel Doors in Galvanized 16 gauge Steel Jambs. Use Stainless Steel, Ball Bearing,NRP Hinges. Each door to have a 24"x30" Insulated Relite and Von Duprin 22L Panic Device with LCN 1461 Closer. Include Weather Stripping and ADA Thresholds at each door. • Interior: 1. (2)3'-0"x 6'-8"x 1-3/4"Solidcore Vinylwrap Colony or Alpine Oak Door with Push/Pull, 10"x34" Kick plate&LCN 1461 Closer 2. (5)3'-0"x 6'-8"x 1-3/4"Solidcore Vinylwrap Colony or Alpine Oak Door with 24"x30"Relite, Schlage D70PD Keyed Lever&LCN 1461 Closer 3. (3)3'-0"x 6'-8"x 1-3/4"Solidcore Vinylwrap Colony or Alpine Oak Door with Schlage D70PD Keyed Lever&LCN 1461 Closer-AND- (8) 3'-0" x 6'-8"x 1-3/4" Solidcore Vinylwrap Colony or Alpine Oak Door with Schlage D70PD Keyed Lever with No Closer. 4. (8)3'-O"x 6'-8"x 1-3/4"Solidcore Vinylwrap Colony or Alpine Oak Door with 24"x30"Relite, Schlage D IOL Passage Lever&LCN 1461 Closer. 3of6 i INTERIOR TRIM: • Windows: lx Vinylwrap Colony or Alpine Oakwood surrounds and 2-1/4"casing to match • Doors: Vinylwrap Colony or Alpine Oak wood doors and jambs with 2-1/4"casing to match CABINETS: • 10 LF of base with 6 LF of uppers in the Cafeteria and 7 LF of base with 4 LF of uppers in the Staff Room. No locks on any cabinets. All cabinet doors, drawers and faces to be Wilsonart or Nevamar Plastic Laminate with 5 knuckle reveal overlay chrome hinges on all doors, Hafele 3-3/4"Wire Pulls on all doors and drawers, PVC edge banding and(2) 1/4" thick adjustable shelves per box. • Countertops to be Wilsonart or Nevamar Plastic Laminate with 4" tall Plastic Laminate Back and Side Splashes. ELECTRICAL: • Service: 120/240V Single Phase-Stubbed through the exterior wall in the Transition Room-Utility connection to the panels is on site by Owner • Panel: (3) 200 amp with Main breaker-NEMA 1 • Wiring Material: Metallic Raceway System-EMT, MC Cable and/or Flex conduit • Lights: • (34) each-2'x 4'Diffused Troffers-(2) T-8 Tubes&Single Electronic Ballast • (20) each-2'x 4'Diffused Troffers- (3) T-8 Tubes&Single Electronic Ballasts • (8) each-60 watt incandescent(in HVAC Closets) • Daylighting, dimming ballasts and/or occupancy sensor controls and switches installed per Washington State Energy Code • Porch Light: (2)each- 13 watt fluorescent with integral photocell • Exit Signs: (2) Combo Illuminated with Dual-Headed Emergency-With Battery Back-up • Emergency Lights: (2)Dual-Headed Exterior-With Battery Back-up • Receptacles: • (66)each-Duplex, 20 amp • (3) each-Ceiling Mount Duplex, 20 amp • (6)each-Dedicated Duplex, 20 amp • (2) each-Dedicated GFCI, 20 amp • (5) each-GFCI, 20 amp • (2) each-WP GFCI, 20 amp-Weather proof cover • Switches: As required to meet the Washington State Energy Code • All Device and Face Plates to be White • Phone/Data Box: (2 1) Stubbed up to attic space with 3/4" aluminum flex conduit-Smurf Tube NOT allowed-Cable and Jacks on site by Owner • Fire Alarm Raceway: (1)Exterior Horn/Strobe Box-(2) Pull Station Boxes- (18)Interior Horn/Strobe Boxes-%a" Conduit stubbed up from boxes in walls to above ceiling for access by Owner-Cable and Devices on site by Owner 4of6 it HEATING AND VENTILATION: • Carrier Brand Upflow Electric Fan/Coils-All with Economizers: • (1) each-2 Ton Cooling Coil installed for future A/C- 10 kw • (6) each- 1-1/2 Ton Cooling Coil installed for future A/C-8 kw • (1) each- 1-1/2 Ton Cooling Coil installed for future A/C-5 kw • Supply Ducting: Round galvanized overhead • Diffusers: 24"x24"with manual dampers-Install volume controls at branch wyes and/or supply plenums • Thermostat: 7-day Programmable-(1)Per Unit • Return Air: Through grilles in the interior and exterior walls • Fresh Air: As required to meet the Indoor Ventilation code for Classrooms • Start up; testing and comfort air balancing for the entire HVAC System is to be on site by the HVAC Contractor hired by the Factory to design&install the system. • Exhaust Fans: (2)270 CFM Broan QTRE switched with the lights in each Restroom and(1) 150 CFM Broan QTRE in the Laundry Room switched separately from the lights PLUMBING&RESTROOM ACCESSORIES • Toilets: (2) Handicap Height and(2) Standard Height with Elongated Bowl,Pressure Assist.And 1.6 GPF • Urinal: (1) Handicap Height and(1) Standard Height with Siphon Jet,Top Spud, 3/4"I.P.S. Screwdriver Bak-ChekTm Angle Stop-Vacuum Breaker • Lavatory: (4) 19 x 17 Wall Hung, One Piece Wall Hanger with Ceramic Disc, Hot Limit Stop and ADA Lever Handle Faucet • Floor Drain: (4)PVC Body, Polished Nickel Ring&Grate with Automatically Activated Trap Primers @ Pressure Drop • Mop Sink: (1) 24 x 24 Molded Stone, Floor Mount, 2"Drain with Ceramic Disc, Lever Handle Faucet, Top Braced and Integral V.B. • HC Shower: (1) One-Piece, Gel-Coat Finish, Grab Bars&Seat-Fiberfab Model 38H1 or equal-Ceramic Disc Shower Valve with Hot Limit Stop&ADA Handle-Chrome Hose with Hand Held Anti-Clog Sprayer • Fountain: (1) Barrier-Free, Split-Level, Cooled,ADA Pads • Hot Water: (1) 50 Gallon, 120 Volts, 1500 watts, Energy Saver • Roof Drains: (8)PVC Body, Gravel Guard and Dome Strainer • Sewer Line: PVC DWV Schedule 40 Plastic stubbed to a one point connection. Factory,to supply a pre-assembled manifold for site installation by Modular Contractor • Water Line: Copper&Aquapex stubbed down to crawlspace below Hot Water Tank • Grab Bars: (2) 18" - (2)36" - (2) 42" • Mirrors: (4) 24"x36"Glass with no frame • TP Holder: (6)Single roll • Partitions: Metal"Accurate"Floor Mounted 5of6 SPREMER SYSTEM Work included in the Modular Contractor and factory scope is to pipe the system per NFPA 13 Light Hazard-Wet system-Crossover unions inside the building supplied by the factory and installed on site by the Modular Contractor-Sprinkler heads are White Semi-Recessed • Riser starts @ 6"AFF and is to be located in the Janitor Room or the Storage Room • Sprinkler system work by Owner includes all site work including backflow device (if required), Fire Department Connection,Permits or fees(except those included with factory submittal),Under floor or exterior piping(If required),Final testing and any Electrical or Fire Alarm work associated with the sprinkler system • Bidders are to assume there is adequate water supply and piping between the existing site water supply and the new building to meet the building sprinkler system requirements 6of6 ili • J I L Permit Information Date 1/13/2014 Permit Number 277 Project Name Weston High School Applicant Name Northwest Educational Services District Applicant Address 1601 R Avenue City,State,Zip Anacortes,WA 98221 Contact Angela Currie Phone 360-299-4014 Email acurrie@nwesd.org Permit Type Commercial New Site Address 4407 172nd St Valuation 0.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Modular Portable for Classrooms Assigned To Amy Rusko Property Information Owner Information Parcelk 31052100400100 ARLINGTON CITY OF ARLINGTON CITY OF 18204 59TH DRIVE NE 4407 172ND ST NE ARLINGTON,WA 98223 Contractors Contractor Name Primary Contact Phone Email Contractor Type License I License# EZ Systems Mike Richardson 1-800-501-0339 CONTRACTOR EZSYSS"942LF Review Date Type Descri tion Target Date Completed Date Assigned To I Status 1/23/2014 Mobile/Modular 1/30/2014 Chris YoungIn Review 1/23/2014 Mobile/Modular 11/30/2014 Tom Cooper I In Review Fees Fee Description Notes Amount State Building Code Surcharge Feel 386.00.01.00 $4.50 Temporary Modular Officesi 322.10.00.00 $350.00 Total $354.50 Notes Date 7T Note 1/13/2014 IThe Arlington School District will be paying by purchase order#1091300010. Email History i Date Emailed To 1/23/2014 Lcyounggarlingtonwa.gov,tcooper@adingtonwa.gov Uploaded Files Upload File ,I Date File 1/23/2014 BLD 277 Plans.odf Delete 1/23/2014 BLD 277 Design Loads.odf Delete 1/23/2014 BLD 277 Aowlication.odf Delete III I II 1 I MANUFACTURED /MOBILE HOME PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF APPROVED PLANS REVIEWED BY STATE L&L RELOCATED MOBILE HOMES MUST HAVE THE ORIGINAL INSTALLATION MANUAL OR BE INSTALLED PER ANSI A225.1. AND CONTAIN AN APPROVED DATA PLATE FROM STATE L&I. Location of Installation: 4407 172nd Street Client's Name Northwest Educational Service District Phone Number: 360-299-4014 Address: 1601 R Avenue City. Anacortes State: WA Zip Code: 98221 Lot number: Valuation When acting as the general contractor for installing Manufactured Homes/Mobile Homes, the following requirements must be met per the Washington Administrative Codes. WAC 296-150M-0630—Who may install a manufactured home? 1. A manufactured home may be installed by: • Homeowner • A certified installer • An individual who is supervised by an on-site certified installer; or • A specialty trades person, for certain aspects of installation. 2 A certified installer must be a registered contractor or his or her employee, or an employee of a registered dealership. Contractor's Name: EZ Systems Phone#: 1 800-501-0339 Address: 15300 Thayer Road Oregon City OR 97045 L&I Number: UBI#602619251 City Business License#: I hereby certify the above information is colptt and that the construction on, and the occupancy and the use of the above described property will be accordance witVhie I rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safel ss' roof for inspection. ol/17/14 Contractor's Signature Date Installer's Name: Mike Richardson Phone#: 1-800-501-0339 Address: 15300 Thayer Road Oregon City OR 97045 L&I Number: UBI#602619251 City Business License#: FOR STAFF USE ONLY JAN 2 3 2014 Permit# Accepted By Amount Received Receipt# Date Received s. i t, :' 1 I WdNhin Lab 9ton State Department of or & Industries EZ SYSTEMS Owner or tradesperson ALDRICH, SANDRA Principals PO ALDRICH, BOX 1835 SANDRA OREGON CITY, OR97045 MICHAEL RICHq 800-501-0339 DoingRDSON business as WA UBI No. 602 619 251 ',:)any Business MICHAEL type RICHRDSN CSTN►CONT INC GoveCOrP�ration jj LAC@11S MIKEED 9 persons WARDRICHARDSON Verify the contractor' Construction s active registration/ Contractor liCense/certification de � pending on trade)and any Active. past violations. 1'ecialties GENERAL Meets current requirements.License no EZSYSS*942LF Effective—expiration 06/06/2006—06/06/2014 Bond CBIC Bond account no. PE4094 $12,000.00 Received by L&I 06/06/2006 Insurance Effective date Ohio Seurity Ins Co c 412006 F oi1C; no BKS55130729 $1,000,000.00 Received by L&I 3 5/29/2013 Effective date 06/01/2012 ,ings Expiration date savings accounts during O6/01/2014 the previous g year period. ad- i 1 Lawsuits against the bond or savings No lawsuits against the bond or savings during the previous 6 year period. Tax debts No tax debts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Workers' comp No active workers' comp accounts during the previous 6 year period. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept of Labor S Industries. Use of the site Is;ub}ect to the laws of the state of Washington. Acceu v"Wishington- s • I I I Christopher Young From: Buck Evans <bevans@nwesd.org> Sent: Thursday, December 26, 2013 2:23 PM To: Christopher Young Subject: FW: Foundation plan...... Attachments: Foundation - PRELIM SET-12 6 13.pdf Chris for our meeting tomorrow. From: Alan Duer [mailto:aduer@mspaceholdings.com] Sent: Monday, December 09, 2013 10:08 AM To: Buck Evans Subject: Foundation plan...... Buck, I have asked them to get me the size of the sprinkler pipe and will forward that to you once I have them. I have also requested clarification on the rebar in the footing. I would assume an experienced foundation man would know what is required with regards to that, but,will get an answer. The finish floor height at each exterior door needs to be 14" above the finish grade at those locations. We need a minimum of 18" clearance from the bottom of the floor joists to the top of the crawlspace dirt. On the attached plan I have added dimensions in red that actually show 20" from the bottom of the joists to the crawlspace dirt. I will be glad to speak with any site guys if need be too. Thanks, Alan From: Buck Evans [mailto:bevans@nwesd.org] Sent: Monday, December 09, 2013 9:19 AM To: Alan Duer Subject: Portable Alan, a couple of questions. Is there a riser for the sprinkler system and what is the size of the sprinkler pipe? On another note I would really like to meet with you before December 16 if possible. I am willing to drive to Olympia or Longview if that would be easier for you. Let me know. Buck Buck Evans Assistant Superintendent for Operations Northwest Educational Service District 1601 R Avenue Anacortes, WA 98221 (360) 299-4021 http://www.nwesd.org 1 z: I I �. Christopher Young From: James Kelly Sent: Friday, December 20, 2013 3:02 PM To: Christopher Young Cc: Paul Ellis; Linda Taylor; Kris Wallace Subject: Re: Weston High School Portable Layout Having the water come from the school will allow this be included on the school's account....it will save money in the long run. Sent from my Verizon Wireless 4G LTE DROID Christopher Young <cyoung@arlingtonwa.gov>wrote: Sounds good. I am assuming that they will go with a new service and meter since the fee will be the same (other than the meter and inspection fees). Christopher Young Building Official City of Arlington 360-403-3432 cyoung@arlingtonwa.gov 104012 "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Friday, December 20, 2013 2:53 PM To: Christopher Young Cc: Paul Ellis; Linda Taylor; Kris Wallace Subject: Re: Weston High School Portable Layout Thanks - we should meet when I return and see if we can draft a proposed size and location for the sprinkler, we can add this work to the 173rd utilities contract. Also, will the portable's water service come from the school's water service or will it be a new tap? 1 III I JI I "1 Sent from my Verizon Wireless 4G LTE DROID Christopher Young <cyoung@arlin tog nwa.gov>wrote: Thanks Jim but it would be nice to get a standardized system regarding the ERU calculations and a document that can be uploaded into iWorQ's and emailed to the customer seems the most logical. If you write ERU letters someone would still need to sign off in iWorQ's and upload the letter. Lately we have been getting too many variations so I figure this would benefit all. The site plan and portable layout is uploaded in iWorQ's. There is no formal site civil as they just need to set the portable and hook it to water and sewer. Just a heads-up—they will be applying for a sprinkler line also since it will require a sprinkler system. The sprinkler contractor will be submitting those documents in the spring—if the project is still a go. Christopher Young Building Official City of Arlington 360-403-3432 cyoung@arlingtonwa.gov ©4112 "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Friday, December 20, 2013 2:26 PM To: Christopher Young Cc: Paul Ellis; Linda Taylor; Kris Wallace Subject: Re: FW: Weston High School Portable Layout Chris - I am out of the office right now, but I will prepare a letter when I return(Jan 6). The below email and Linda's response in iWorgs should suffice. Is there a site civil drawing with this permit? Thanks - Jim 2 i� i i On Dec 20, 2013 1:55 PM, Christopher Young <cyoung cr,arlingtonwa.gov> wrote: Ladies - can one of you provide an itemized cost for 1 ERU (new water line with a 5/8- inch meter), the sewer fees, and other applicable fees for this project and upload the document into iWorQ's (PWD #175)? Also, can you make sure that it is produced on Public Works Utilities letter head? Thanks, Christopher Young Building Official City of Arlington 360-403-3432 cyoung@arlingtonwa.Qov In �ii10I "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Friday, December 20, 2013 9:28 AM To: Christopher Young Cc: Paul Ellis Subject: Re: Weston High School Portable Layout Yes; it is fed from the school then they don't have a meter set fee. The side sewer requires an inspection fee. Sent from my Verizon Wireless 4G LTE DROID Christopher Young <cyung,@arlingtonwa.gov> wrote: 3 i� 1 `� I I f Jim - I assume the ERU will remain 1 if they go with their own domestic service and meter since the proposal is being treated as a separate building - plus the meter and inspection fee, of course. Christopher Young Building Official City of Arlington 360-403-3432 cyoung@arlingtonwa.gov 9) �-;10 "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Thursday, December 19, 2013 4:05 PM To: Amy Rusko; Kris Wallace Cc: Earl Anderson; Christopher Young; Launa Peterson; Linda Taylor; Paul Ellis Subject: RE: Weston High School Portable Layout Kris & Amy— We researched the Weston School connection, it is a 1%" meter installed in Sep 1978. At the time of the connection the building was classified as industrial/warehouse water use. The Weston School moved into the building in the mid-2000' (2005??), there are no records of any additional fees paid with the higher water usage for a school. With no records on the previous connection,this new additional water use will be treated as separate building. Based on AMC connection fee schedule, a high school has 1.5 ERU water & sewer for 0-100 students. This classroom building will house less than 100 students so the fee is 1 ERU water &Sewer. Water: 1 ERU Sewer: 1 ERU Please call/email if you have any questions. Thanks-Jim James X.Kelly,PE Public Works Director City of Arlington 4 i� I I From: Christopher Young Sent: Tuesday, December 17, 2013 11:19 AM To: James Kelly Cc: Amy Rusko; Earl Anderson Subject: RE: Weston High School Portable Layout Jim - 1. Correct 2. 11/2 inch can provide 151 WSFU's. I discussed this with Alan Duer (facilities) and he indicated that all the current fixtures are gravity flush and not flushometer valves so they should be ok. If not, it would be up to them to install a new service. 3. The occupancy is E - education and all the classrooms are standard for overflow students - no shops, etc. Not sure where the "connection" fee comes into play here (a second billing unit perhaps)? In any event - charge whatever you want - please just let Buck Evans know what Utilities decides. He is the supervisor of the project and will need to know if the project pencils. bevans@nwesd.oi-g Thanks, Christopher Young Building Official City of Arlington 360-403-3432 cyounggariingtonwa.gov 10-I�AD "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Tuesday, December 17, 2013 10:25 AM To: Christopher Young Cc: Amy Rusko; Earl Anderson Subject: RE: Weston High School Portable Layout Chris— Thanks.......a few questions: 1. If the school is running a service line from Weston High to the portable and it is down stream of the meter, this will be a Building Permit issue (no site civil review). 2. Looking at the school's current fixture count and new fixture count, is the 1%" meter still adequate? 5 I I 3. As for connection fee charge, the AMC accrues a connection fee per pupil for schools instead of by square feet. I want to assess a water& sewer fee that is accurate and not excessive, some questions: - Do you know what the occupancy of the building is - Are there any special occupancies or uses planned (machine shop, parts washing, welding, etc)? Thanks -Jim James X.Kelly,PE Public Works Director City of Arlington From: Christopher Young Sent: Monday, December 16, 2013 3:19 PM To: James Kelly Cc: Amy Rusko Subject: RE: Weston High School Portable Layout Jim - I was cc'd on this, which means it is FYI only. However, I don't think a Permit Technician can answer your question so I am responding. Total is 23 WSFU's. Christopher Young Building Official City of Arlington 360-403-3432 cyoung arlingtonwa.gov 91 C-I1,l "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Monday, December 16, 2013 11:19 AM To: Amy Rusko Cc: Christopher Young Subject: RE: Weston High School Portable Layout Amy— Thanks....do you have a fixture count for the new building? Thanks-Jim James X.Kelly, PE Public Works Director City of Arlington From: Amy Rusko Sent: Monday, December 16, 2013 11:09 AM To: James Kelly Cc: Christopher Young Subject: Weston High School Portable Layout Jim, 6 I have attached the portable layout plan for Weston High School. I should have attached it in Iworq's. It is now attached. They want to extend the water from the existing building to the portable and then hook up a new sewer line. Thank you, 7f, A* City of Arlington Permit Technician 360-403-3550 arusko@arlingtonwa,gov ISO We've Moved— ThePermit Center is now located at the Arlington Airport Office, 18204 59«'Avenue NE. See you there! � z L ------------------ --- -- J` I hv I x I s ; 1 S 3 O I I 1 ! I x i = 1 I I 1 1 1 I I I � I I 1 1 1 I I I 1 I � ! I t I , I , ; 1 U a I , = i I � I I � 1 a I I I 1 w I .� ---------------------- -- ---------- O 4.M rW� _ i i I I i Christopher Young To: James Kelly Cc: Amy Rusko; Earl Anderson Subject: RE: Weston High School Portable Layout Jim - 1. Correct 2. 1 1/2 can provide 151 WSFU's. I discussed this with Alan Duer (facilities) and he indicated that all the current fixtures are gravity flush and not flushometer valves so they should be ok. If not, it would be up to them to install a new service. 3. The occupancy is E - education and all the classrooms are standard for overflow students - no shops, etc. Not sure where the "connection" fee comes into play here (a second billing unit perhaps)? In any event - charge whatever you want - please just let Buck Evans know what Utilities decides. He is the supervisor of the project and will need to know if the project pencils. bevans nwesd.org Thanks, Christopher Young Building Official City of Arlington 360-403-3432 cyoungLOarlingtonwa.gov In t►� "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Tuesday, December 17, 2013 10:25 AM To: Christopher Young Cc: Amy Rusko; Earl Anderson Subject: RE: Weston High School Portable Layout Chris— Thanks.......a few questions: 1. If the school is running a service line from Weston High to the portable and it is down stream of the meter, this will be a Building Permit issue (no site civil review). 2. Looking at the school's current fixture count and new fixture count, is the 1%" meter still adequate? 1 III 1 I I I 3. As for connection fee charge, the AMC accrues a connection fee per pupil for schools instead of by square feet. I want to assess a water& sewer fee that is accurate and not excessive, some questions: Do you know what the occupancy of the building is Are there any special occupancies or uses planned (machine shop, parts washing, welding, etc)? Thanks -Jim James X.Kelly,PE Public Works Director City of Arlington From: Christopher Young Sent: Monday, December 16, 2013 3:19 PM To: James Kelly Cc: Amy Rusko Subject: RE: Weston High School Portable Layout Jim - I was cc'd on this, which means it is FYI only. However, I don't think a Permit Technician can answer your question so I am responding. Total is 23 WSFU's. Christopher Young Building Official City of Arlington 360-403-3432 cyoung0arlingtonwa.pgov ©4)to "The importance of a strong building code is most evident after a disaster." From: James Kelly Sent: Monday, December 16, 2013 11:19 AM To: Amy Rusko Cc: Christopher Young Subject: RE: Weston High School Portable Layout Amy— Thanks....do you have a fixture count for the new building? Thanks -Jim James X.Kelly, PE Public Works Director City of Arlington From: Amy Rusko Sent: Monday, December 16, 2013 11:09 AM To: James Kelly Cc: Christopher Young Subject: Weston High School Portable Layout Jim, 2 it I'have attached the portable layout plan for Weston High School. I should have attached it in Iworq's. It is now attached. They want to extend the water from the existing building to the portable and then hook up a new sewer line. Thank you, &jk City of Arlington Permit Technician 360-403-3550 arusko@arlin tonwa.gov ISO We've Moved—ThePermit Center is now located at the Arlington Airport Office, 18204 59th Avenue NE. See you there! 3 Christopher Young From: Buck Evans <bevans@nwesd.org> Sent: Wednesday, November 27, 2013 2:57 PM To: Christopher Young Subject: FW: Sewer and water inlet locations Please see Alan's who is the project manager for the portable construction response and let me know if you have any concerns. Thanks From: Alan Duer [mailto:aduer@mspaceholdings.com] Sent: Wednesday, November 27, 2013 2:59 PM To: Buck Evans Subject: RE: Sewer and water inlet locations The urinals have flush valves but that is standard for them. The toilets are pressure-assisted, not flush valve or gravity. From: Buck Evans [mailto:bevans@nwesd.org] Sent: Wednesday, November 27, 2013 2:53 PM To: Alan Duer Subject: FW: Sewer and water inlet locations Alan, Chris is the building inspector for the city of Arlington. Would le t me know the answer to his question. Thanks From: Christopher Young [mailto:cyoung(abarlingtonwa.gov] Sent: Wednesday, November 27, 2013 11:05 AM To: Buck Evans Subject: RE: Sewer and water inlet locations Buck-another thing that needs to be determined is whether the urinals and water closets are going to have flushometer valves versus gravity/flush tanks. I don't believe you will have enough supply coming from the existing service for flushometer valves so please verify what fixtures will be used. I am trying to keep you out of having to provide a new waterline and meter. Thanks- Christopher Young Building Official City of Arlington 360-403-3432 cyoung@arlingtonwa.gov on ! , "The importance of a strong building code is most evident after a disaster." From: Buck Evans [mailto:bevans(-anwesd.org] Sent: Tuesday, November 26, 2013 10:51 AM To: Jay Lemke 1 i i Cc: Christopher Young Subject: FW: Sewer and water inlet locations Jay, thanks for taking the time to meet with me yesterday regarding the location for the new sewer line. Attached is the floor plan for the new portable and location where the drop will be for the sewer line hook up. Pursuant with our conversation if you would place a T in the location indicated and short sub out it would be greatly appreciated. Please contact me if you have any questions. Buck From: Alan Duer [mailto:aduer(&mspaceholdings.com] Sent: Tuesday, November 26, 2013 8:23 AM To: Buck Evans Cc: Allan Long Subject: Sewer and water inlet locations Buck, Attached is the approximate location that should work well for bringing in the sewer and water. Below is a list of names for plumbing, electrical, sprinkler and site work that might be interested in providing a bid for the work you need done. Steve Neal R& R Plumbing 360-618-2377 Joe Miklai Mikon Construction 425-868-1575 Bret Boyer Clements Construction 206-793-5335 Tim Van Luen All West Electric 360-708-3270 Keith Hillstrom Emerald Fire 253-857-2056 Thanks, R. Alan Duer M SPACE Northwest Territory Manager 214B South Water Street Silverton, Oregon 97381 Oregon CCB #187123 503.873.4900 - Office 503.989.1777 - Cell 2 r I r I �X6 7 Christopher Young VV SAS From: Buck Evans <bevans@nwesd.org> Sent: Friday, November 08, 2013 7:33 AM To: Christopher Young Cc: Angela Currie Subject: FW: Weston Water Hookup Chris, pursuant with our conversation regarding the water supply for the new portable included is an email from Sid Logan the Director of Operations for the Arlington SD. Please let me know if this is sufficient or if I need to do anything else. Buck Buck Evans Assistant Superintendent for Operations Northwest Educational Service District 1601 R Avenue Anacortes, WA 98221 (360) 299-4021 bevans@nwesd.org www.nwesd.org Together We Can... -----Original Message----- From: Sid Logan [mailto:slogan@asd.wednet.edu] Sent:Thursday, November 07, 2013 3:42 PM To: Buck Evans Cc: Ed Aylesworth; Kristine McDuffy Subject:Weston Water Hookup Buck, This email is to confirm that we approve your plan to hook up the water service for your portable classroom through our existing water service from the City of Arlington. Once the installation is completed we will adjust your sub-lease rate to include an increased proration of our water bill based upon the square footage you are adding. If I can be of further help in this matter, please let me know. Sid Sid Logan, Executive Director of Operations Arlington School District, Arlington WA Sid Logan@asd.wednet.edu 360 618-6238 CONFIDENTIALITY NOTICE:The information contained in this ELECTRONIC MAIL transmission is confidential.This information is intended for the exclusive use of the addressee(s). If you are not the intended recipient,you are hereby notified that any use, disclosure, dissemination, distribution (other than to the addressee(s)),copying or taking of any action because of this information is strictly prohibited. a x o � m p rn y NO a N ro m C > r m 7p 00 o I P `1 N ~ O z [ p p v z0 ) rD rD o y n y rD x a z Gd `C np y > It °z r Z Z � (� y � Ro tzjy r � � d r o Zgg z< � y 0 Gd Oril jo d d O z 1-4 y z ¢ d � r y � d n �, n 0-4r) p ON fD ® y d n m �c z It CD rD tTi nn x r m � z y r K i i i City of Arlington i Public Works February 3,2014 Mr.Alan Duer Facilities Manager Weston High School 4407 172"d St. NE Arlington, WA 98223 Re: Weston High School Portable Classroom Water& Sewer Connection Fees -REVISED Dear Mr. Duer, Per your request for an increased water meter size from 5/8"to I",below is a summary of the revised water& sewer connection fees for the new portable classroom building located at the Weston High School. 1 ERU Water 1"Meter- $1,080.00 Connection Fee - $10,750.00 1 ERU Sewer Inspection Fee- $180.00 Connection Fee - $8400.00 Total REVISED Fees $20,410.00 Please feel free to contact me by phone at(360)403-3505 or by email at ikelly@arlinglonwa.pov if you have any questions or comments about this letter. Sincerely, --N � J mes X. Kelly ublic Works Director Cc: Kris Wallace Paul Ellis Chris Young i WASHINGTON STATE FIRE MARSHAL'S OFFICE FIRE SPRINKLER ADVI�SORyr3�ARD VIKINC.AlJ OMA 1 S RINKLER 3434 FIRST AVENUE SOUTH CONTRACTORS MATERIAL&TEST REPORT FOR UNDERGROUND PIPING j N� SEATTtk WA 98134 (I06)622-4656 PROCEDURE - -- Upon complMlOn d wwk timpedlon and teeM shell be made by the carp rwor's npmesntalbe and wNno eed by an awMra feptwrsauw.All daledti shall be eamotsd and$"am loft In eerNee bNore eordredoes psraerlf I Welty bola the job. A vortAcals WWI be Illlod out and signed by bdh represehadMaa. CaW"s hail"prepared lot amnNing authorttiss.orrrwm,and oonfnhdon. tt te urdrsbodtlM ownMf's reprewntdiWa elgnalufe In noway prejudlose any claim against oontmOor for tau My mCerW,pool wonananshl p,or fall uts to comply with approving auawmys rsq ui rsrr»nts or local ordn ences. PROPERTY NAME A'?rX7vx1t DATE 3 �Y / PROPERTY ADDRESS �//JD 7 /7Z4vQ ACC''EEPTTED BY APPROVING AUTHORITIES(NAME) PLANS ADDRESS p2o,�l T IM �94 41 Ale /L) CC14 INSTALLATION CONFORMS TO ACCEPTED PLANS LLMS LJ NO EQUIPMENT USED IS APPROVED ES ❑NO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION ES LJ NO OF CONTROL VALVE AND CARE AND MAINTENANCE'OF THIS NEW EQUIPMENT? IF NO,EXPLAIN INSTRUCTIONS HAVE COPIES OF THE APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS LJYES BEEN LEFT ON PREMISES? IF NO,EXPLAN ;p,3 L ce Aev, Ga lS'P 4vrlAC ��rtr c �vtJiK SUPPLIES BUILDINGS LOCATION PIPE TYPES AND CLASS TYPE JOINT PIPE CONFORMS TO STANDARD ES U NO FITTINGS CONFORM TO A Z. y STANDARD C-�P€S ❑NO UNDERGROUND IF NM EXPLAIN PIPES AND JOINTS NEEDING ANCHORAGE CLAMPED,STRAPPED,OR BLOCKED IN LAfES NO JOINTS ACCORDANCE WITH /t��/ 2 `/ STANDARD IF NO EXPLAIN FIDSHINGFlowtherequiredratetatillwelrisdeafeaMdoaladbynoeolNetlond"nmaMfMlInburlapbegsItottlefasuchashydrantsandblow-ores, Ru6h at flows not less than 390 GPM for 44nch pipe,48D GPM for S*VA.PIPe.1300 GPM for a-MMh Plpe,2"0 GPM for 104nch pips.end 3=GPM for I:Anc h pips. When cap*cannot p Mum stipulated flow Indent,obtain mwNnum fa iaNsble. HYDROSTATIC Hydrwtarc teet ehn he nMds al not la.tttan 200 pal torttia hattraor OO pet aboa s stele preauto In execs d 150 psi for TEST two hours DESCRIPTION le K QE_f44w poo{ald with nrbbr trieded Onat Nam,If the wontmenshIp Is srttelrcloty,how Iris of no laalupe el the plans.The amount of lacings at the "W W not aroaed 2 rds.per rew Pay too pYYe trreepedKe d pW+dMrnew.The is~sham be d4sfbcded over all loinla, d wch lealseP ocoun at a Mw pMts the Mallobon arWl be oormclored unsasfadory and necessary repays mtds. The amount of aNarra6le Is*Mge specAod sbcw may be Increases by I It oT par In. vsW diameter par hour for each metal sealed Ialve uclpNhg the Iall ssclbn 11 dry barrel hydrahb are tested wth the main Valve open,both*hydrant are undr prassura,an additional 6 of per mimAs"NW M PurnRMd for each hydrant. NEW UNDERGROUND PIPING FLUSHED ACCORDING TO Al 7 W7 STANDARD 231ES LJNO BY(COMPANY) IF NO,EXPLAIN HOW LUSHING FLOW WAS OBTAJNED THROUGH WHAT TYPEO,�F OPENING FLUSHING UBUC WATER ❑TANK OR RESERVOIR El FIRE PUMP ❑HYDRANT BUTT I�PEN PIPE TESTS LEAD-INS FLUSHED ACCORDING TO STANDARD UYES UNO BY(COMPANY) IF NO,EXPLAIN HOW FLUSHING FLOW WAS OBTAINED UGH WHAT TYPE OF OPENING WUBUC WATER ❑TANK OR RESERVOIR Q THR FIRE PUMP CONN.TO FLANGE A SPIGOT 0 OPEN PIPE 85B (OVER) t ALL NEW UNDERGROUND PIPING HYDROSTATICALLY TESTED AT JOINTS COVERED HYDROSTATIC z190 PSI FOR .Z HOURS DYES ®�10 ST TOTAL AMOUNT OF LEAKAGE MEASURED LEAKAGE 15) GALS. HOURS TEST ALLOWABLE LEAKAGE 1 Po GALS. Z- HOURS 1 NUMBER INSTALLED TYPE AND MAKE ALL OPERATE SATISFACTORILY HYDRANTS ❑YES ❑NO j WATER CONTROL VALVES LEFT WIDE OPEN ulyes UNO CONTROL IF NO.STATE REASON VALVES HOSE THREADS OF FIRE DEPARTMENT CONNECTIONS AND HYDRANTS INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM OYES ❑NO DATE LEFT IN SERVICE REMARKS NAME OF INSTALLING CONTRACTOR CONTRACTOR LICENSE# I) ( TESTS WITNESSED BY SIGNATURES FOR PROPERTY OWNER(SIGNED) TITLE DATE FOR INSTALLING CONTRACTOR(SIGNED) -4TITLE DATE FOR APPROVING AUTHORITY AV TITLE O4e � TE ��,//y LsI La 1 CERTIFY THAT THE INFORMATION HEREINeTRyffAND THAT THIS SPRINKLER SYSTEM WAS INSTALLED W ACCORD- ANCE WITH RCW 16.160 AND THE RULES PTE BY THE WASHINGTON ADMINISTRATIVE CODE AS ADMINISTERED BY CERTIFICATION THE STATE FIRE MARSHAL NAME OF COO FrAU OF COMPEIBCY HOLDER V"W O(i TYPP $KM7t#E OF CERIIFir ATE OF COMPETEWY HOLOER CERTIFICATE REGISTRATION DATE ADOMNAL EJUUMTION AND NOTES NO BACK VIKING AUTOMATIC SPRINKLER COMPANY SEATTLE SPOKANE (206) 622-4656 (509) 535-5704 :3-01 Department of Labor and industries Paid a.r Factory AssmbledStructruc* L � 37.D0 I'd Box rW430 Olympia WA 985044430 NOTIFICATION TO LOCAL ENFORCEMENT AGENCY www.wa.gov/I6FAS/ Doe M 397 (case sensitive) 12120113 The Faetory-Built unit idenrtifled below requires completion work at the Mfg WHITLEY EVERGREEN site as specified. Ownds name htfses serial W. Dept serial nc. ARLINGTON SCHOOL D[STRICT, ' 1113-102 'J -13---.)L 5 3 �d Installation address Type ofconsttvetion Occuttancy h-CA at site 4407 172nd STREET VB E City ARLINGTON State WA ZIP+{ 98223 county SNOHOMISH Pt menumbc Installation site is In. � City County DESCRIBE ITEMS RE UHUNG COMPLETION WORK AT THE SITE BUILDING D ME ELECTRICAL DEI'ARTR1'FNT www.wabo.org/ www.wa.gov/lniifelectriycsV INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA °` BUILDING OFFICIAL: Ti). L&I ELECTRICAL INSPECTOR CITY OF ARLINGTON 729- 100th STREET NE 18204 -59th AVE NE EVERETT,WA 98208 ARLINGTON, WA 98223 MS:TB26 1, FOUNDATION SYSTEM&TIE DOWNS 1.ELECTRICAL SITE CONNECTIONS 2.SKIRTING,DECK AND RAMPS 2. INSTALLATION OF MDP., CONDUITS, & 3. STRUCTURAL CONNECTIONS: CONDUCTORS TO(3)SUB PANELS MATE-LINE BOLTING(ROOF&FLOOR 3, FIRE ALARM INSTALLATION DRAG STRUTS @ MATE-LINE WALL TOPS 4-MATE-LINE X-OVERS RIM TO FOUNDATION STRAPS&PLY 5.START UP&TESTING OF LIGHTING 4. BUILDING MATE-LINE SEAL UP&TRIM CONTROLS 5. MECHANICAL DUCTING X-OVERS,START UP &TESTING 6. PLUMBING X-OVERS, UNDER FLOOR MANIFOLD AND CONNECTION TO UTILITY 7. FIRE SPRINKLER CONNECTION TO UTILITY inspectors a print/type) Phone:(8 am to 3 pm hlanuraeturefs name(printnypc i G. (:�L Zj- -`'1®i.1 d ( "cDAVE BALLAr%D Oirce location f`='e tstarfufactutefs ®utta C �� 12,20,13E white- yMI-office For Dept. Rcc'd File By Green-Electrical section Use ONLY ! Canary-Inspector Pink-Builcutg:kparlment F623.013-M (FDF)notification to IMal enforcement 38ency 1 i 1 y�. � _ _ ti EMERALD YME,LLC 9(p - ire Sprinkler SpECia&ts BACKFLOW PREVENTION ASSEMBLY TESTING REPGRT N NE'W INSTALL.4 TION MANVFAC'i•URER MODEL SERIAL NO._ SVE SERVCCI;NO. w• A 3: DEVICE NO. OWNS ONTItOLLER g%ioN r11 A Sc_)A.o1 C PV L 1 Nb'Ibn,► p,�ETER NO. OWNER'S ADDRESS SERVICE A D—DiWS t.00ATI OF pti CE HAZARD ISOLATED IJ POTABLE WATER 0 IRRIGATION 0 FIRE ❑BOILER ❑ O P_P.B.A ® D-C_V-A- 0 R.P.0-A, Q D-C.DA- ❑ P.V.B.A. 13 S.V.B.A. ©A.V.B. 0 AIR GAP IS DEVICE INSTALLED PROPERLY?OYES ONO-COMMENTS REDUCED PRESSUREASSEMBLY 77B.A. 1 S.V.HA INITIAL TEST AIR INLET CHECK NI CH=K Ct*rK#I PASSED PRESS MAW (A► TIGHT 0 :),ti OPENED AT PRESS DROP INITIAL FAILED ❑ TEST REL]a VALVE OMN£DAT (o) LEAKED D DATE: RESULTS wio2psid BUMTR CHECK S2 PSID PSID A-B- 3 psi TIGHT ® 3.2 n 1tEU13F VALVE paid CID NOT FAILED SYSTEM PSI PASS© FAILO LEAKED D OPEN E3 ❑ COMMENTS Mom,ra b Iry cu c 04 F• upo>v f)(r:vc•I I c e REPAIRS ANDIOR PARTS RE.I)UCED PRESSURE ASSEMBLY P.V.B.A. / S.V.BA FINAL TEST AIR INLET CHECK II clixXX CHECK#I PASSED ❑ TESTPRESS DROP (A) TIGHTO psid OPENED AT PRESS DROP RELIEF VALVE IA JCS OPENED AT_ ..--- (H) DATE: min 2 psid CHECK N2 BUFFER TIGHT ❑ PSID PSID mm 3 Pti �fia IN COMPLETING AND SUBMITTING THIS TEST REPORT,THE TESTER CERTIFIES THAT THE ASSEMBLY HAS BEEN TESTED AND MAINTAINED IN ACCOKOANCE WITH ALL APPLICABLE RULES AND KWULATIONS OF THE CITY OF �_. _ AND STATE OF W ASHINGTON. GAUGE CALIBRATION DATE 1 0 .r _�� DETECTOR METER READING (4 a TE-s1'6R SIGNATURE TESTER NAME(PRINTED) CERTIFICATION�► Emerald Fire LLC 11021 Cramer Rd KPN GAUGE Gig Harbor,WA 98329 („0-4,116— of 253-857-2056 PHONE 0 SERVICE RESTORED REEP(_)Wr RfiCEIVrO RV ($1 ATURH OF AWNER OR R1:PRhtiFNTAT VE OF OWNER) 11rniW V1N17f• -Pie( S 1Io2t G N 3)857-�U56 - lax(233)837«23I2 lsCtRandP , g ,v u 1 I �I I I I I r' ZURN. Model350XL WILKINS- Double Check Valve Assembly Application Ideal for use where Lead-Free"valves are required. Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the water supply.Assembly shall provide protection where a potential health hazard does not exist. Standards Compliance (Horizontal&Vertical) An LOW-LEAD •ASSE®Listed 1015 LEAD FA�F U P C • IAPMOO Listed • CSA® Certified B64.5 C ® anu,ea W •AWWA Compliant C510 NSF/AN5161-G •Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Options Southern California (Suffixes can be combined) • ULRO Classified(less shut-off valves only) • C-ULO Classified(less shut-off valves only) ❑ - with full port QT ball valves(standard) • Certified to NSF/ANSI 372"by IAPMO R&T ❑ L - less ball valves,male pipe thread • NSF® Listed-Standard 61,Annex G' ❑ S - with Model SXL lead-free bronze"Y"type strainer '(0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) ❑ SH - with stainless steel handles ❑ FT - with integral male 45'flare SAE test fitting Materials Main valve body Cast Bronze,ASTM B 584(3/4-1") E] BOF - with blow out/flush fitting Housing Reinforced Nylon Fasteners Stainless Steel,300 Series Elastomers Silicone(FDA Approved) Buna Nitrile(FDA Approved) Accessories Internals Delrin,NSF Listed ❑ Repair kit Springs Stainless Steel,300 series ❑ Thermal expansion tank(Model XT) Ball Valves Cast Bronze,ASTM B 584 ❑ QT-SET Quick Test Fitting Set Struts Forged Brass ASTM B 124 ❑ Test Cock Lock(Model TCL24) Features ❑ Winterizing Blow out/Flush fitting(RK34-350BOF, Sizes: 3/4",1", 1-1/4", 1-1/2",2" RK1-350BOF or RK114-350-375BOF) Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 —OPTIONAL LEAD-FREE STRAINER (MODEL SXL) 1 - __T -_ H t -' E 00— il E �p D z A I F �a C- 0 LC t _ A G (3/4"-1"J G (1-1/4"-2") Dimensions&Weights(do not include pkg.) DIMENSIONS(approximate) WEIGHT MODEL B LESS WITH 350 A LESS BALL C D E F G H BALL BALL SIZE VALVES VALVES VALVES in. mm in. mm in, mm in. mm in. mm in. mm in. mm in. mm in mm lbs. kg lbs. k 3/4 20 11 279 6 5/8 168 1 718 48 3 3/4 95 3 76 1 1/4 32 15 1/8 384 11 7/16 291 2.3 1.0 4.3 2.0 1 25 121/4 311 7 178 21116 52 41/8 105 31/4 83 1314 45 17 431 125/16 313 3.0 1-4 6.0 �86 1-1l4 32 14 7/8 378 143l8 367 3 3/8 66 6 3/4 171 3 314 95 2 1/4 57 20 1/2 521 18 1/2 470 17.2 7-8 19 1-1/2 40 151/4 387 14 3/B 367 33!B 86 63/4 17133/4 95 21/4 57 22 559 20 1/4 514 17 7.7 20 2 50 16 406 14 3I8 367 3 3/8 86 6 314 171 3 3/4 95 2 1/4 57 24 fi09 20 3l4 527 18 8 2 22 10 Zum Industries,LLC I %AriIkins Rev.B 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 Date:4/13 In Canada I Zurn Industries Limited Document No,BF-350XL 3544 Nashua Drlve,Mississauga,Ontario L4V 112 Ph-905-405-8272,Fax 905-405-1292 Patent No.7,434,593.7.784.483.&7.905,250 Product No.Model 350XL www.zurn.com Pagel of 2 i i Flow Characteristics O Raid Flow(established by approval agencies) MODEL 350XL 3/4"&1"(STANDARD&METRIC) FLOW RATES(Its) 0,00 1.26 2.52 3.79 5.05 Vl N O15 314"(20mm) 103 O 1"(25mm) j y 10 69 a 5 34 N " to w w � a 0 0 a- 0 20 40 60 80 FLOW RATES(GPM) MODEL 350XL 1-1/4",1-1/2"&2"(STANDARD&METRIC) 0.0 3.2 6.3 FLOW RATES(I/s) 9.5 12.6 15.8 y 15 I 103 U) 1-va"132mm) 2"(SOmm) OJ ui 610 1-tR 69 w Fi h a 5 34 U V w `n w IL 0 0 0- 0 50 100 FLOW RATES(GPM)150 200 250 Typical Installation Capacity thru Schedule 40 Pipe Local codes shall govern installation requirements.To be installed in accordance with the manufacturers' instructions Pipe size 5 ft/sec 7.5 fUsec 10 ft/sec 15 ft/sec and the latest edition of the Uniform Plumbing Code. Un- 1/2" 5 7 9 14 less otherwise specified,the assembly shall be mounted at 3/4" 8 12 17 25 a minimum of 12"(305mm)and a maximum of 30"(762mm) V. 13 20 27 40 above adequate drains with sufficient side clearance for testing and maintenance. If installed below grade, be certain adequate 23 35 47 70 drainage is provided to prevent the device from being sub- 1 1/2" 32 48 63 95 merged. 2" 52 78 105 167 PROTECTIVE OPTIONAL LEAD.FREE STRAINER ENCLOSURE (MODEL SXL) lo '------- --------------i lo � r eo oo oZ rtI 12'MIN, 30'MAX- ttrtt wa i'lil 1l1l1 r IlI'Il IITIrDIRECTIONOF I't II qI I P'FLOW INDOOR INSTALLATION OUTDOOR INSTALLATION Specifications The Double Check Valve Backflow Preventer shall be ANSI 3rd party certified to comply with states' lead plumb- ing law 0.25% maximum weighted average lead content requirement,shall be ASSES Listed 1015, rated to 180°F, and supplied with full port ball valves.The main body shall be low lead Bronze for sizes 3/4" & 1", and Nylon for sizes 1-1/4"to 2". The housing shall be reinforced Nylon and the seat disc elastomers shall be silicone (FDA Approved). The first and second checks shall be accessible for maintenance without removing the device from the line.The Double Check Valve Backflow Preventer shall be a WILKINS Model 350XL. Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9676,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 11_2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 2 of 2 �`�.scare•of• i o r� STATE OF WASHINGTON - Department of Labor and Industries FACTORY ASSEMBLED STRUCTURES P.O. Box 44430, Olympia, Washington 98504-4430 Web Site www.Ini.wa.gov/tradeslicensing/factory assembled structures/ 06-Feb-14 Tn- City of Arlington 238 N OLYMPIC AVE Arlington, WA 98223 David Anderson Re: Modular Building Site location: Arlington SD 4407 172nd ST Arlington, WA 98223 This letter is to inform your department of a modular building being shipped to the address above. Enclosed is a copy of the Department of Labor and Industries, Factory Assembled Structures Section approved plans for your use. Attached is a list of items that will require review, inspection and approval by City of Arlington. Whitley Evergreen Inc. is the manufacturer, they may be contacted at 360-653-5790. The Department of Labor and Industries, Factory Assembled Structures Section has informed the manufacturer that permits, review and inspection of on site construction, conditions and completion of the building will be required by the City of Arlington. If you have any questions or concerns please feel free to contact me. Terry Kleier Plans Examiner WA State Dept of Labor&Industries (360)902-5221 Kler235@lni.wa.gov i .. Y . I f a.. I 1 I RECEIVED rtm (�F r f 3.0 Depaent of Gabor and Industl`i�s� / paid Caluasa c,,4 Factory Assc:tbIcd Structures + ( �, 37.00 Pd Box 4,1430 Olympia WA 985044430 E'§OTIFIICATION TO LOCAL ENFORCEMENT AGENCY www.ws.go�-,I,u/f'' ,S/ D r 12/20113 M 397 (cue sensitive) The Factory-43ullt unit Identified below requires completion work at the £$WH ITLEY EVERGREEN site as specified. ownds natnv ARLINGTON SCHOOL DISTRICT,>r Mfges sa=wl oo.1:113-102 Deptsmdry no, hctmancv t(A of siteInstullatim aft-oss Typeofcostutia . 4407 172nd STREET VB E City ARLINGTON WA er sw� Mi-t 98223 COuntySNOHOMISH Mmicnumb In:tnllation site is In. � City La County DESCRIBE ITEMS REQUIRING COMPLETION WORK AT TILE SITE UtJ11,,D1N< 1kWAl EW— ELECTRICAL AEpARjNIFNj wwwr wvabo.org/ www.w*,gey/hWeIectrkxV INSERT NAME AND ADDRESS IN SHADED AREA INSERT NAME AND ADDRESS IN SHADED AREA To: BUILDING OFFICIAL TO: L&I ELECTRICAL INSPECTOR CITY OF ARLINGTON 729- 100th STREET NE 18204 -59th AVE NE EVERETT, WA 98208 ARLINGTON, WA 98223 MS: TB26 1.FOUNDATION SYSTEM&TIE DOWNS 1.ELECTRICAL SITE CONNECTIONS 2.SKIRTING,DECK AND RAMPS 2.INSTALLATION OF MDP, CONDUITS,& 3.STRUCTURAL CONNECTIONS: CONDUCTORS TO(3)SUB PANELS MATE-LINE BOLTING(ROOF&FLOOR 3_FIRE ALARM INSTALLATION DRAG STRUTS @ MATE-LINE.WALL TOPS 4.MATE-LINE X-OVERS RIM TO FOUNDATION STRAPS&PLY 5.START UP&TESTING OF LIGHTING 4, BUILDING MATE-LINE SEAL.UP&TRIM CONTROLS 5, MECHANICAL DUCTING X-GIVERS,START UP&TESTING 5. PLUMBING X-OVERS, UNDER FLOOR'= MANIFOLD AND CONNECTION TO UTILITY 7.FIRE SPRINKLER CONNECTION TO UTILITY Irupectors name(print/type) Phonc:(Sam ip S pm) Nfanufactvrefs natne(prin"t'vN1DAVE BALL cD Officeloeatiott f.ar_ lntiu!a urers gttatm 12,20,13 Roc d File ey White- lympta office For Dept Greet-Electrical sistion Use ONLY I / Canary-Inspector F623413-000(.MF)notification to local enfomcmentagency 1]tY3 Pink-Buildittg:k}rarunen! _ �1 '� www.king-electric.com www i-q-11 heater PAW PIC-A-WATT°I THE ORIGINAL/FAN-FORGED/BEST S ER 1 S t sr�ar.r C L U US Sl 1 _ T LISTED ~�~ PRg7ECTi0N-,- E41422 o Smart Limit Protection® 71Pale r 2-Pole unit-mount The °rrginal muRi-watt steel fino Pic-A-Watt0 Element tat 45%801'Fheater.This unique King design allowso C-Frame Motor wallbox You to change the wattage of the ? o Squirrel Cage Blower •Color,almond(-A) treater by simply disconnecting a color- , er Quiet -ULTRA custom bar grille coded terminal,But the best feature o Nhisp • g of this trendsetting heater is how quiet Stainless steel(refer to index) *Multiple wattage element if is. The high mass steel element e heat Quietly•20 gauge powder-coated transfers hThis is our most Popular efficiently. grille with contemporary die-formed round corners a single(amity residence or upscale ' •Standard color.bright white condominium.The element has a five e Bi-metallic limit year warranhj and 20+year history of • ..�---�*Safety thermal cutout trips reliability, appearance sleek11;) 'Illl and turns off heater r r, ti The gives the i look of a register grille used in central III r forced air systems. PWA-Watt For the best results use with an electronic line voltage wall thermostat, NOTE'Heaters cannot be installed • . , vertically Contractor shall supply and install PAW Series wall-mounted forced-air Thermal Overload: Hurlers shall be equipped with thermal overload electric heaters manufactured by King Electrical Mfg. Company, of the Smart Limit ProtectionO,which disconnects elements and motor wattage and voltage as indicated on the plans. in the event normal operating temperatures are exceeded. if thermal overload trips due to abnormal operating temperatures, thermal Ratings: Heaters shall be available iw.vattages of 250 to 2,250 at 120, overload shall remain open until manually reset by turning the heater 208,240,or 277 Volts. off for fifteen minutes.Automatic reset of thermal overloads,which Blower and Motor: A tangential cylindrical blower,delivering 65 CFM, allow the element to continue to cycle under abnormal conditions,shall be driven by a shaded pole,permanently lubricated,G-frame type will not be accepted. motor with impedance protection and sealed bearings. Motors shall be Wall Can:The wall can shall be 20 gauge electrogalvanized steel and the same voltage as the heater. shall contain a minimum of three(3)knockouts through which power Elements:Element assemblies shall be a non-glowing design. Element leads are brought.The wall can shall have a depth gauge indicator, assemblies shall=-Consist of three steel sheathed heating tubes in a and a factory installed,insulated and stranded copper ground wire furnace-brazed, plate-finned, block design. Each sheathed tube shall Minimum 4°c1ea1'ance to floors and 6"sidewalis.contain coiled Ni-Chrome wire embedded in an insulator of Magnesium combustibles in the wall. Zero clearance to Oxide.The element assembly shall provide a minimum of seven (7) Grille:The grille shall be a louvered,one-piece design with rounded possible wattage configurations available for selection during field edges on all four sides,with rounded corners to prevent snags from installation. The use of external resistors,diodes,or other weak links to contact with other materials.The grille shall be epoxy powder-coated obtain multiple wattages will not be acceptable. in white or almond. Approvals:cULus(E41422) �� Ut King Electrical Manufacturing Company 9131 10th Avenue South,Seattle,WA g8i08 , phone 206.762.0400 , fax 206.763.7738 _ �: - 1 16E=1 www.king-eIectric.com PAW1215-I-RF P��?": � Series 120 vch 250• 00.750• PAYV 215 16303 150( V'liatts 1000• 1250•1500 00•750•1000 Interior&ta1ille.. 1250.15G0•?7 5C PA'+N2D22 C0512 PASN2422 1630p 9.z RF Right Hand;eetl •MR) 1 Gt71 r 2000 P7, 2(�0 16302 Standard Color: Bright While FJntcnd Color 9.5 OT� s I Interoranrl(siill Only fnowallcanr 7.5 It Interior only(no can Dr Lx&l 5 -U ULTRA Cusiam par Grille h1o1 avail Uc wit't bull-=n 11•.ermostati 12 -RF PJghL Hard Feed 9.7 -SS stairdess Steel 9.6 -oGA• 1:3"Rix T37�•'lti'3e1mIit Grille 10 -0G0 81§"II x 17"'41+Relroril GrilW 0 ULTRA Grille f-IJ1 1578"Lx7;n"H 1 Patent 4US d464,71 R S (no built-in therrnos'taO — PA',b'F Recess Can r;iUr Fla�;;e PA.AE Rcrims IN'oll G'an U)5 F) 2.5 �s ► - PAW$ PIC-.4--WAr Wl Suiiac?Gan-White 163C5 --- 13.7°t x 4Y;,"IN x 736"f l PIG-A,-I^IATTOSuilara Dun-Whim -1 12913 5.5 Poi44rS-R dS's 1:3:-t x4!:h"y"dxl'n"fl j� �3��✓ MINE. Gri V-'4 hib ':33G4 I as shown:PAW2422 aAWG-AI.NIU`,f7 Grille-Aln•ond 163 35 1 `� PAOG SS Grille-Stainless Steel 163"M wPASS-GIJARO Satiny Guard r•.;r PAW 6550 P.Q10G-A 13"H x 13W N x T5"7 RetVit Grille C0555 3(PAWIC) nA'vVOG-p 8Yi"H x'.7'SN x N"p Retrofit�"rille C05 A 6il '3 � JIJRAVd U1.IRAGiille-Nlhtte "-a7-1U (PAVVG) GL?RA-A ATRA Grille-Almamc, i17 5 L TKIT-1 SinJle pole,l.ermOslal Kit 1063 .5 6" Front TKIT-2 Double Pole-hcrmostaLKit 1059 .5 TKF-1-Triermosttaf PA'+1+G'I51'LA' CcunterfonDisplay 63C7 20 Kit 5PST Wall Can Standard left-hand(eetl TOP for patM'er strpfalY �w.+ pottom p • tt' Recessed'hall Can Left V o Side P8WF—flarirged'vall Olfaanal Zero Clearance to in51.1lation can for remcdel vxrk nrhtllDnd 4"above floor 7Y," of oveod walls leed far 6"from adjacent vloll TKrr-2-Thenllntat pt,.vi;t supply — - V Kit DPST GO King Electrical hlanufachlring Company .' 9131 1 Wi Avenue South,Seattle,WA 98108 phone 206.762.0400 ' fax 206.763.7738 Ut ®GREEHECK Printed Date: 12/8 PLE3 �..77 G IY Job: ARLINGTON 8 PLEX Building Value in Air. Product Type: Fan Mark: EF-01 --� C S P 11.875 14 Inline Cabinet Fan Tag: EF-01 8 STANDARD CONSTRUCTION FEATURES •Corrosion resistant galvanized steel scroll and housing•Sound Absorbing insulation•Rectangular inlet and outlet duct collar•Outlet with integral spring loaded backdraft dampper•Double inlet forward curved wheel•Plug type / disconnect•Adjustable mounting brackets•Field rotatable discharge �, 1L25 SELECTED OPTIONS&ACCESSORIES E T NS a Motor w1 Thermal Overloads 0 1 UUCUL-507-"Electric Fans" 10 <12.875 > 75 NOTES:All dimensions shown are in units of inches Fan weight is without accessories DIMENSIONS M PERFORMANCE Elevation It=0, Airstream I"em erature F=70) !victor Intormanon Qty Model Volume(CFM SP(in wg) FRPM Watts(W)L(A) V!C!P End: RPM 1 CSP-A290 258 0.3 1,050 80 115/60/1 ODP 1050 SOUND Inlet Sound Power by Octave Eland Lwa d13A Sones LwA625 125 250 500 1000 2000 4000 8000 ANS-A weighted sound power sound press rart e ANSI S t.a d0A-A weighted sound pressure 57 57 53 52 51 40 36 1 30 54 43 2.9 level,based on 11-5 dB attenuation per octave band at 5 0 It Sones calculated using Ah1CA 301 at 5.011. 1_D Ito.0 RpM D.S O.B OUTInin _ nnrrnct 0.6 iRIR D.5k. maw.x ,r �\ 8 N 0.3 r 02 �r 0.1 00 0 20 40 60 00 100 120 140 160 160 200 220 240 260 280 300 320 V.1—(CFGQ CAPS 3.7.1.6 C:IUsersHROSA Enterp6ses%Documents\CAPSWobs1ARLINGTON 8 PLEX.gcj Page 1 of 1 FY4A, 1 FA4C Base Series Fan Coll ' Sizes 1 1/2 5 Ton . Thru . Turn to the Experts: Product Data AIR HANDLER TECHNOLOGY AT ITS FINEST _ d • cc The FY4A and FA4C direct-expansion fan coils are designed to ( i7 cover a wide range of air handling requirements.They are compact and ready to flit where uecdcd, in the basement, crawlspace, attic, t rEly'-�aRE} ';� utility room,or closet.The unique cabinet design of these fan coils d Iti� F meet new stringent regulations for cabinet air leakage, a •cs1 � •, requirement of 2°lo cabins;[leakage rate when tested at 1.0 inches of - static pressure. z w The FY4A and FA4C units are shipped with a factory-installed hard-shutoff thermostatic expansion valve(TXV)metering device s •_ with an internal check valve for reverse flow bi-pass capability.All o units come with solid state fan controls, 1-in.thick insulation with R-value of 4.2,super-quiet multispeed motors,and fully-wettable coils. Units can accommodate factory- or field-installed heaters from 3 to 30 kW. l The FY4A design is a residential new construction (RNC) model available for use with Puron-, the environmentally sound refrigerant.It comes with or without factory-installed disconnects. It has a pre-painted (gray) galvanized insulated steel casing, 2-speed PSC motor in the 013 through 036 sizes, and 3-speed PSC motors in the 042 through 060 sizes.ArmorCoat•• provides a tin plating of the indoor coil's copper hairpins. This creates a { , barrier between the corrosion-causing elements and the coil. The FA4C has all the same quality features as the FY4A,but is for use with R-22 refrigerant. STANDARD FEATURES • grooved copper tubing • Lanced sine-wave aluminum fin • Fully-wettable coil • IIigh-impact thermoplastic condensate pan • Primary and secondary drain connections with brass inserts • hiultipoise design for maximum versatility • Unique cabinet design that meets new stringent regulations for air leakage.Meets requirements of a 2%u cabinet leakage rate when tested at 1.0 inches of static pressure. • Field-installed heater packages from 3-30 kW(fused,circuit breaker,or non-fused) • Control board with buill-in,replaceable 5-amp blade-type auto fuse • 2-speed motor in 01.8 through 036 sizes • 3-speed motor in 042 through 060 sizes • Cooling controls • Time-delay relay(TDR) • Pre-painted galvanized steel cabinet(gray) • High-density,super thick It-4.2 insulation • Newly-improved filter rack area-filter door insulation added for an improved air seal • Sweat connections • Inspection plate for cleaning A-coil design • HUD approved for manufactured housing • 40-VA,20$/230v transformer • All models listed with UL(U.S.and Canada)and ARI ADDITIONAL FEATURES FY4A • PuronO refrigerant factory-installed thermostatic expansion valves(TXV) • Factory-installed heaters available • ArmorCoat' coil protection available FA4C • R-22 refrigerant factory-installed thermostatic expansion valves(TXV) • 018-060 sizes available with or without factory-installed disconnect • Factory-installed heaters available 2 MODEL NUMBER NOMENCLATURE 1 2 3 4 5 6 7-9 10-12 F A 4 C N F 018 000 Product Type Position Series Electrical Cabinet/ Capacity Heating Insulation Size F — Fan Coil A — Base,R-22 4 — Multipoise C N —208/230v, B — Modular 018 — 18,000 Too —ArmorCoal Y — Base,Purono Refrigerant 1ph-60Hz C — Factory 024 — 24,000 000 — No Heat Disconnects 030 — 30,000 005 — 5kW F — Single piece 036 — 36,000 008 — 8kW 042 — 42,000 010 — 10kW 048 — 48,000 015 — 15kW 060 - 60,000 ISO 9001:2000 (V im im Nron- w �' 1 y1 C ; L uS ine anvrov,vo.Yr s•+u�renyrai REGnTERE0 AIII YIMh�11:WdW �Itl vinuro=w:n9 9xilary Al<�mvBYurv¢r'a UmSd/hde3Y nuaps CERTIFICATION APPLIES ONLY WHEN THE COMPLETE SYSTEM IS LISTED WITH ARI r��ArmarCaafi M E I I I a C N h O1 I I I r I I I I I �I .— _ — I• W � � I I I I i yY.x7 E N Cl) dam' Cam') Vim' W - fy��# �_"� � -I I ck oN xagY E ro 0 ng y y x3 119 A UT-_ aI I Icli If7 T 01 m cm zmi in•• co N N N N _— Vw t. F� y E r r e- cj r2 All •';� + 3 8 Q CD f0 'o (D f0 ZZ to r P _ur mmm O�yy" 000¢ ¢ ¢g - _ o m 0 a 10N t0 CS,.a 7N o o 0 0 0� 4 a ) [ ( } $ § 7 $ � �. | El » 4 ED ! - , � � = m « « « _ }\/ \ \ \ : | - m , amn is, �! - ) / ! Ar - ® , $ Ln . ¥ CL ~ � ` - . | [—/ ■ @ ■ § e « « §- � , Z; ±\ ° \ At ` � ) S ® ) - ! 2 El � E �■ S § ) 5 § . � E [ [< « < ti § . \ ^kLOD [ cCYmo | � B ¥ o000 q [ U.z § § PHYSICAL DATA FACTORY NOMINAL DIMENSIONS ODS CATALOG INSTALLED COOLING SHIPPING ORDERING NO. HEAT CAPACITY Height Width Depth WEIGHT (kW) (BTUH) FY4ANF01B(f,0)00 - 42-11/16" 14-5/16" 22-1/16" 100lb FY4ANF018005 5 18,000 1084mm 363mm 560mm 45 kg FY4ANF018008 8 FY4ANF024(T,0)00 - 47-11/16" 17-5/8" 22-1/16" 1171b7 FY4ANF024d05 5 24,000 1211 mm 447mm 560mm 53 kg FY4ANF024010 10 _ FY4ANF030(T,0)00 47-11/16" 17-5/8" 22-1116" 120lb FY4ANF030008 8 30,000 1211 mm 447mm 560mm 54 kg FY4ANF030010 10 _ _ FY4ANF036(T,0)00 - FY4ANF036010 10 36,000 53-7/16" 21-1/8" 22-1116" � 1441b 1357mm 536mm 560mm 65 kg FY4ANF036015 15 FY4ANF042(T,0)00 - 49-5/8" 21-1/8" 22-1/16" 1501b FY4ANF042010 10 42.000 1260mm 536mm 560mm 68 kg FY4ANF042015 15 FY4ANF048(T,0)00 - 53-7/16" 21-1/8" 22-1/16" 170lb FY4ANF048010 10 48,000 1357mm 536mm 560mm 77 kg FY4ANF048015 15 FY4AN9060(T,0)00 - 59-3/16' 24-11116' 22-1/16" 198lb FY4ANB060010 10 60,000 1503mm 627mm 560mm 90 kg FY4ANB060015 15 1 - 6th digit: B-Modular cabinet,C-Disconnect,F-Single piece cabinet 10th digit: 0-Standard copper Coil,T-ArmorCoat' FACITOHY NOMINAL DIMENSIONS ODS CATALOG INSTALLED COOLING SHIPPING ORDERING NO. HEAT CAPACITY Height Width Depth WEIGHT UkW) BTUH - - FA4CNF018000 - _ FA4CNF018005 5 10,000 42-11/16" 14-5/16" 22-1/16" 100lb FA4CNC018005 1084mm 363mm 560mm 45 kg FA4CNF018008 8 FA4CNF024000 - FA4CNF024005 47-11/16" 17-5/B" 22-1/16" 1171b FA4CNCO24005 5 24,000 1211 mm 447mm 560mm 53 kg FA4CNF024010 10 _ FA4CNF030000 - FA4CNF030008 8 30,000 47-11/16" 17-5/8" 22-1116" 120 g FA4CNC030008 1211 mm 447mm 560mm 54 kg FA4CNF030010 10 FA4CNF036000 - FA4CNF036010 10 36,000 53-7/16" 21-118" 22-1/16" 1441b FA4CNC03601 p 1357mm 536mm 560mm 65 kg FA4CNF036015 15 FA4CNF042000 - FA4CNF042010 10 42,000 49-5/8" 21-118" 22-1116" 150lb FA4CNC042010 1260mm 536mm 560mm 68 kg FA4CNF042015 15 - FA4CNF048000 - FA4CNF048010 10 48,000 53-7/16" 21-1/8" 22-1/16" 1701b FA4CNC048010 1357mm 536mm 560mm 77 kg FA4CNF048015 15 FA4CN8060000 - FA4CN8060010 10 60,000 59-3/16" 24-11/16" 22-1/16" 198lb FA4C_N6060010 1503mm 627mm 560mm 90 kg FA4CNB060015 15 L _ -- I 6th digit: B-Modular cabinet,C-Disconnect,F-Single piece cabinet 6 SPECIFICATIONS iMODEL FY4A 018 OP4 0<0 r frigerant TXV—factory installed hard—shutoff,bi—flow type for heat pump application evice 2 ton 3 ton 4 ton Per In. 3/14.5(Sq.Ft.) 2.23 1 2.97 1 3.46 4.45 1 5.93 T 7.42 t figuration Slope A (Nominal) 600 800 1000 1200 1400 1600 2000 orTypePSC PSC PSC PSG PSC PSC PSC or Hp 116 1/4 114 1/3 1/2 3/4 3/4 ER* 21-1/2"/546 mm X 13"/330 mm 16-3/8"!417 mm 19-7/8"/505 mm 23-5116"/585 mm BINET CONFIGURATION OPTIONS 1—piece 1—piece 1—piece 1—piece 1 1—piece 1 1—piece Modular 'Filler must be field—supplied for FY4A units. VatOIL 2 Refrigerant TXV—factory installed hard—shutoff,bi—flow type for heat pump application ering Device SIZE 3 ton 5 tan 6 ton _ ows/Fins Per In. 3/14.5 ace Area(Sq,Ft.) 12,23 2.97 1 3.46 1 4.45 1 5.93 7,42 nfiguration Slope A AN FM(Nominal) 600 800 1 1000 1200 1400 1600 2000 otor Type PSC PSC PSC PSC PSC PSC PSC otor Hp 1/6 1/4 114 1I3 1/2 314 3/4 (LTER" 21-1/2"/546mmX 13"/330mm 16-3/8"/417 mm 19-7/8"/506 mm 23-5116"/585mm ASINET CONFIGURATION OPTIONS 1—piece 1—piece 1 1—piece I 1—piece 1 1—pieco I i—piece I Modular *Filter must be field—supplied for FA4C units. PERFORMANCE DATA AIRFLOW PERFORMANCE (CFM) MODE!&SIZE BLOWER TOTAL EXTERNAL STATIC PRESSURE SPEED 0.10 0.20 0.30 1 0.40 0.50 0.60 FY4A,FA4C High 816 795 753 690 607 504 018 Low 633 620 588 538 468 380 FY4A,FA4C High 1055 991 926 860 793 724 024 Low 934 878 818 754 686 614 FY4A,FA4C High 1070 1032 978 908 822 721 030 Low 910 888 849 791 715 621 FY4A,FA4C High 1352 1316 1273 1223 1167 1103 036 Low 1137 1112 1081 1043 998 946 High 1720 1668 1602 1521 1426 1316 FY4A,FA4C Medium 1576 1540 1488 1421 1338 1239 p42 Low 1388 1367 1330 1278 1209 1124 — FY4A,FA4C High 1902 1824 1743 1659 1571 1479 048 Medium 1830 1763 1690 1 1611 1527 1436 Low 1625 1584 1531 1465 1387 1296 FY4A,FA4C _ High 2128 2050 1965 1875 1778 1674 060 Medium 1959 1898 1829 1750 1 1663 1566 Low 1748 1709 1659 1598 1525 1442 —Shading—Airflow outside 450 cfm/ton. NOTES: 1. Airflow based upon dry coil at 230v with factory—approved filter and electric heater(2 element heater sizes 18 thru 36,3 element heater sizes 42 thru 60), Airflow at 208 vons is approximately 10%lower. 2. To avoid potential for condensate blowing out of drain pan prior to making drain trap: Return static pressure must be less than 0.40 in.wc. Horizontal applications of 042—060 sizes must have supply static greater than 0.20 in.wc. 3. Airflow above 400 ofm/ton on 048-060 size could result in condensate blowing off coil or splashing out of drain pan. 7 PERFORTNIANCE DATA (cunt) GROSS COOKING CAPACITIES (mbh) - PURON® REFRIGERANT UNIT INDOOR COIL ATURATED TEMPERATURE LEAVING EVAPORATOR(•F/'C) SIZE AIR 36/2 40/4 45/7 50/10 56/13 CFN EWB TC SHC OF TC SHC OF TC SHC OF TC SHC I 9F TC SHC OF 72/22 40 20 0.00 36 18 0.00 32 16 0.00 27 14 0.02 21 11 0.02 525 67/19 33 20 0.02 29 18 0.02 24 16 0.03 20 14 0.03 14 12 0.03 62117 26 21 0.03 22 18 0.03 18 16 0.03 14 14 0.08 12 12 0.22 FY4A 72122 44 22 0.00 40 20 0.00 35 17 0.01 30 15 0.02 24 13 0.03 018 600 67/19 36 22 0.03 32 20 0.03 27 1 B 0.03 22 15 0.04 16 13 0.04 62/17 29 23 1 0.04 1 25 21 0.04 20 1 18 0.04 16 1 16 0.10 13 13 0.24 72/22 48 24 1 0.00 43 22 0.00 38 1 19 D.02 32 17 0.03 26 14 0.04 675 67119 40 25 0.04 35 22 0.04 29 20 0.04 24 17 0.04 17 14 0.05 62117 32 25 0.05 27 23 0.05 22 20 0.05 17 17 0.11 15 15 0.26 72122 51 25 0.00 46 23 0.00 40 20 0.02 34 17 0.03 27 15 0.03 700 67/19 42 26 V(14 37 23 0.04 31 20 0.04 25 18 0.04 18 15 0.04 62/17 34 26 28 24 0.04 23 21 0.05 18 18 0.10 15 15 0.25 FY4A 72 22 56 2$ 51 25 0,0044 22 0,03 37 19 0.04 30 16 0.05 024 800 67119 46 29 40 26 0.05 34 23 0.05 27 20 0.05 20 17 0.06 62 17 37 29 31 26 0.06 25 23 0.06 20 20 0.13 17 17 0.27 72 22 81 30 55 27 0.01 48 24 0.04 40 21 0.05 32 18 0.06 900 67/19 50 31 0.06 44 28 0.06 37 25 0.06 29 21 0.06 21 18 0.07 62 17 40 32 0.07 34 29 0,07 27 25 0.07 22 22 0.15 18 18 0.29 72/22 61 30 0.01 55 27 0.00 48 24 0.02 41 21 0.03 33 18 0.03 875 67119 50 31 D.D4 44 26 0.04 37 25 0.04 30 21 0.04 22 18 0.05 62117 41 32 0.D4 34 29 0.04 28 25 0.05 22 22 0.11 18 i8 0.25 FY4A 72/22 68 33 O.DD 61 30 0.00 53 27 0.03 45 23 0.04 36 19 0.05 030 1000 67/19 56 34 0.05 49 31 0.05 41 27 0.05 33 24 0.06 24 20 0.06 62/17 45 35 0.06 38 32 0.06 30 28 0.06 24 24 0.13 20 20 0.27 72122 73 36 0.00 66 33 0.02 58 29 0.04 48 25 0.05 39 21 0.06 1125 67119 60 38 0.06 53 34 0.06 45 30 0.06 36 26 0.06 26 22 0.07 62/17 49 39 0.07 41 35 0.07 33 31 0.08 27 27 0.16 23 23 0.29 72122 79 39 0.00 71 35 0.00 62 31 0.02 52 27 0.03 42 23 0.04 1050 67/19 65 40 0.04 57 36 O.D4 48 32 0.04 38 28 0.04 28 23 0.05 62/17 52 41 0.05 44 37 0.05 36 33 0.05 28 28 0.11 24 24 0.26 FY4A 72122 87 43 D.DD 78 39 0.00 68 34 0.03 57 30 0.04 46 25 0.05 036 1200 67Ti-9 72 44 0.05 63 40 0,05 53 35 0.d6 42 31 0.06 31 26 0.06 62/17 58 46 0.06 49 41 0,06 39 36 0.07 31 31 0,14 26 26 0.28 -- 72122 95 47 0.00 85 42 O.D2 74 37 0.05 62 32 0.06 50 28 0.06 1350 67/19 75 49 0.06 fib 44 0.06 57 39 0.07 46 34 0.07 33 29 0.07 62117 63 50 0.07 53 45 0,07 43 40 0.08 35 35 0.16 29 29 0.30 72/22 93 46 0.00 83 41 0.00 73 37 0.01 fit 32 0.03 49 27 0.03 1225 67/19 76 47 0.03 67 42 0.03 57 37 0.04 45 32 0.04 33 27 0.04 62/17 61 48 0.04 52 43 0.04 42 38 0.04 33 33 0.10 28 28 0.24 FY4A 72122 102 51 0.00 92 46 0.00 80 40 0.02 68 35 0.04 54 30 0.04 042 1400 67 19 84 52 0.04 74 47 0.04 62 42 0.05 50 36 0.05 36 31 0.05 62/17 68 53 0.05 57 48 0.05 46 43 0.06 37 37 0.12 31 31 0.26 72/22 111 55 0.00 100 50 0.01 87 44 0.04 74 38 0.05 59 32 0.05 1575 67/19 92 57 0.05 80 51 0.06 68 46 0.06 54 40 0.06 39 34 0.06 62 117 74 59 0.06 62 53 0.06 50 47 0.07 41 41 0.14 34 34 0.28 72/22 109 54 0.00 98 49 0.00 86 43 0.00 73 37 0.02 58 31 0.02 1400 67119 90 55 0.02 79 49 0.02 67 44 0.03 53 38 0.03 39 32 0.03 62/17 72 56 0.03 61 50 0.03 49 44 0.03 38 38 0.08 32 32 0.22 FY4A 72/22 121 6D O.DO 109 54 0.00 95 48 0.01 81 41 0.02 65 35 0.03 048 1600 67/19 100 61 0.03 87 55 0.03 74 49 0.03 59 42 0.04 43 36 0.04 62/17 80 63 0.04 68 56 0.04 55 50 0.04 43 43 0.10 36 36 0.24 72 22 132 65 a.o0 119 59 0.00 104 52 0.02 88 45 0.03 70 38 0.04 1800 67 19 109 67 0.04 95 61 0.04 61 54 0.04 64 47 0.04 47 39 0.05 62!17 88 69 0.05 74 62 0.05 60 55 0,05 48 48 0.1 i 40 40 0.26 72/22 132 65 O.DO 119 59 0.00 104 52 0.00 89 45 0.01 71 36 1 0.02 1600 67119 108 57 0.02 95 60 0.02 81 53 0.02 65 46 0.02 48R46 0.02 62117 87 68 0.02 74 61 0.02 60 54 0,03 47 47 0.06 39 0.21 72 22 i 4i 7Q 0. 00 127 63 0.00 312 56 0.00 95 48 0.02 76 0.02 FY4A 1750 67119 i 16 72 0.02 +02 64 0.02 87 57 0,03 70 49 0.03 51 0.03 050 62/17 94 73 0.03 80 66 0.03 64 58 0.03 50 50 0,d6 42 0.22 721 22 156 77 0.01 141 70 0.00 124 62 0.01 105 54 0.02 84 0.03 2000 67119 129 80 D.03 113 72 0.03 96 64 0.03 77 55 0.04 57 0.04 62/17 104 82 1 0.04 1 88 73 1 0.04 71 65 0.04 57 57 0.10 1 46 1 48 0.24 See Notes following table. R i PERFORMANCE DATA (cont) GROSS COOLING CAPACITIES (mbh) - R-22 UNIT INDOOR COIL SATURATED TEMPERATURE LEAVING EVAPORATOR(°F/°C) SIZE AIR 3512 4014 45/7 50110 55/13 CFM 0118 TC SHC BF TC SHC I BF TC SHC BF TC SHC BF TC SHC BF 72122 38 19 0.00 35 17 0.00 30 15 0.01 26 13 0.02 21 11 0.02 525 67/19 32 20 0.02 28 18 0.02 24 16 0.03 19 14 0.03 13 12 0.03 62117 26 20 0.03 22 18 0.03 18 16 0.04 14 14 0.11 12 12 0.26 FA4C 72122 42 21 0.60 38 19 0.00 33 17 0.02 28 15 0.02 23 13 0.03 018 600 67/19 35 22 0.03 30 20 0,03 26 18 0.03 21 15 ff. 33 15 13 0.04 62 17 2$ 22 0.04 24 20 0.04 19 18 0.05 1 16 16 0.13 13 13 1 0.28 72 22 45 22 0,00 41 2R 0.02 36 18 0.03 30 16 0.03 24 14 0A4 675 67/19 37 24 0.04 33 21 0.04 28 19 0.04 22 1 17 0.04 16 14 0.05 62/17 30 25 0.05 26 22 0.05 21 20 0.06 17 17 0,15 14 14 0.30 700 [72/221 24 0.00 44 22 0.00 38 19 0.02 32 17 0.03 26 14 0.03 �67/18 1 40 25 0.04 1 35 23 0.04 30 20 0.04 23 17 0.04 16 14 0.05 62 17 1 32 26 0.04 1 27 23 0.04 22 21 0.06 18 18 0.14 15 15 0.29 72/22 53 26 0.00 1 48 24 0.02 42 21 0.04 35 18 0.04 28 16 0.05 FA4C 800 67119 44 27 1 0.05 38 25 0,05 32 22 0.05 26 19 0.05 1 18 16 0.06 024 62/17 35 29 0.05 30 26 0.06 24 23 0.07 20 20 0.17 16 16 0.31 72/22 57 28 0.00 51 26 0.03 45 23 0,05 38 20 0.05 1 30 17 0.06 900 67/19 47 30 0.06 41 27 0.06 35 24 0.06 28 21 0.06 20 18 0.08 62/17 38 31 0.07 32 28 0.07 26 25 0.08 22 22 0.19 18 18 0.33 72/22 62 30 0.00 55 27 0.01 48 24 0.02 41 21 0.03 32 18 0.04 875 51 32 0.04 44 28 0.04 37 25 0.04 29 22 0.04 20 i8 0.05 41 33 1 0.04 34 29 1 0.05 27 26 0.06 22 22 0.15 18 18 0.30 FA4C 72122 67 33 1 0.00 60 30 0.02 52 1 27 0.04 44 23 0.04 35 20 0.05 030 1000 67/19 55 35 0.05 48 31 0.05 41 28 0.05 32 24 0.05 22 20 0.07 62/17 44 36 0.06 38 33 0.06 30 29 0.07 25 25 0.18 20 20 0.32 72 22 72 36 0.01 65 32 0,04 57 29 0.05 47 25 0.05 38 22 0.06 1125 67 i 9 60 38 0.06 52 34 0.06 44 30 0.06 35 27 0.07 24 22 0.08 62 17 48 39 0.07 41 36 0.07 33 32 0.09 27 27 0.20 23 23 0.34 72122 72 36 0.00 65 32 1 0.01 57 29 0.03 48 25 0.03 38 21 0.04 1050 67119 59 37 1 0.04 52 34 0.04 44 30 0.04 34 26 0.04 24 21 0.06 62/17 48 39 0.05 40 35 0,05 32 31 0.06 26 26 0.16 22 22 0.31 72122 79 39 0.00 71 35 0.03 62 31 0.04 52 27 0.05 41 23 0.05 FA4C A4 1200 67/19 65 41 0.05 57 37 0.05 48 33 0.06 38 29 0.06 26 24 0.07 036 62117 52 43 0.06 1 44 39 0.06 36 34 0.08 29 29 0.18 24 24 0.33 72122 85 42 0.01 76 38 0.04 66 34 0.05 56 30 0.06 45 25 0.06 1350 87/19 70 45 0.06 61 40 0.06 51 36 0.07 41 31 0.07 29 26 0.09 62117 56 46 0.07 48 42 0.07 39 38 0.09 32 32 0.20 27 27 0.34 72122 85 42 0.00 77 38 0.01 67 34 0.02 57 30 0.03 46 25 0.03 1225 67119 1 70 44 0.03 62 40 0.03 52 36 0.04 42 31 0.04 30 26 0.04 62/17 1 57 46 0.04 48 42 0.04 39 37 0.05 32 32 0.14 27 27 0.28 FA4C 72/22 92 46 0.00 83 42 0.02 73 37 0.03 62 33 0.04 50 28 0.04 042 1400 67119 76 48 0.04 1 67 44 0.04 1 57 39 0.05 46 35 0.05 33 29 0.06 62117 62 51 0.05 53 46 0.05 43 41 0.06 36 36 0.16 30 30 0.30 72/22 99 49 0.01 89 45 0.03 79 40 0.04 67 36 0.05 53 30 0.05 1575 67 19 B2 52 0.05 72 4 0.05 51 43 0.06 49 38 0.06 36 32 0-07 62 17 67 55 0. 57 50 0.06 47 45 0.06 39 39 0,1$ 33 33 0.32 72122 89 44 0.00 81 40 0.00 72 36 0.01 61 32 0.02 50 28 0.02 1400 67 19 74 47 0.02 66 43 0.02 56 38 0.03 46 34 0.03 34 29 0.03 62117 60 49 0.03 52 45 0.03 43 40 0.04 35 35 0.11 29 29 0.26 FA4C 72 j 22 96 48 0,00 87 44 0.01 78 40 0.02 67 35 0.03 54 30 0.03 048 1600 67 19 80 51 0.03 71 47 0.03 61 42 0.03 50 37 0.03 37 32 0.04 62117 65 54 0,04 56 49 0.04 47 45 0.05 39 39 0.14 33 33 0.28 72/22 103 51 0.01 94 47 0.02 83 43 0.03 72 38 0.03 58 33 0.04 1800 67/19 86 55 0.04 76 51 0.04 66 46 0.04 53 41 0.04 40 36 0.05 62117 70 59 0.04 60 54 0.06 50 49 0.06 1 43 43 0.16 36 36 0.29 72/22 118 58 0.00 107 53 0.00 94 48 0.01 81 42 0.01 66 36 0.01 1600 67119 96 61 0.02 86 55 0.02 74 50 0.02 60 44 0.02 43 37 0.03 62/17 79 63 0.02 68 58 0.02 55 52 0.03 45 1 45 1 0.10 37 37 0.25 FA4C 72122 125 62 0.00 113 56,-' 0.00 100 51 0.01 86 45 0.02 69 38 0.02 060 1750 67119 103 65 0.02 92 59 0.02 A53 0.03 64 47 0.03 46 40 0.03 62/17 84 68 0.03 72 62 0.03 59 56 0.04 48 48 0.11 40 1 40 0.26 72/22 1 135 67 0.00 123 62 0.01 109 56 0.02 93 49 0.03 76 1 42 0.03 67 2000 119 113 71 0.03 100 65 0.08 1 85 59 0.03 69 52 0.03 51 1 45 0.04 62/17 92 75 0.04 79 1 69 1 0.04 1 65 1 52 0.05 54 54 0.13 45 45 6.27 ee otos following table. 9 PERFORMANCE DATA (cont) NOTES: CFFNI-Cubic Ft,per Minute F.WB-Entering Wct UkAb('F) L`i'B-Leaving Wel Bulb('.F) TC-Gross Cooling Capacity 1000 Btuh SHC-Gross Sensible Capacity 1000 Btuh BF-Bypass Factor MBFF-1000 Btuh 1. Contact manufacturer for cooling capacities at conditions other than SHC CORRECTION FACTOR shown in table. 2. Formulas: ENTERING AIR DRY-BULB TEMPERATURE(°F) Leaving db = entering db-sensible heat cap. 1.09 x CFM BYPASS 79 78 77 76 75 Under 75 Leaving wb=wb corresponding to enthalpy of air leaving coil(hp b) FACTOR g1 82 53 84 85 Over 85 hh,b=hewb-total capacity Quhl 4.5 x CFM Correction Factor where he,b = enthalpy of air entering coil. Direct interpolation is 0.10 .098 1.96 2.94 3.92 4.91 Use permissible.Do not extrapolate. [130 20 0.87 1.74 2.62 3.49 4.36 formula 3. SHC is based on 80°F db temperature of air entering tail. Below shown 801F db,subtract(Correction Factor x CFM)from SHC. Above 80'F 0.76 1.53 2.29 3.05 3.82 below db,add(Correction Factor x CFM)to SHC, 4. Bypass Factor=0 indicates no psychometric solution. Use bypass factor of next lower EWB for approximation. Interpolation Is permissible. Correction Factor=1.09 x(1 -BF)x(db-80) MINIMUM CFM AND MOTOR SPEED SELECTION FAN COIL SIZES HEATER kW FY,FA 3 v 5 8 9 10 15 18 20 24 30 018 525 525 525 - 600* - - - - - 024 700 700 700 - 700 775* - - - - 030 - 875 875 - 875 875 - 1060* - - 036 - 1050 970 970 970 920 - 1040 - - 042 - - 1225 1225 1225 1225 1225 1225 - 048 - - 140E 1400 1400 1400 1400 1400 1400 1400 060 - - 1750 1750 1750 1750 1750 1750 1750 1750 'Indicates medium speed(blue)_ All other motor speeds at low tap. AIR DELIVERY PERFORMANCE CORRECTION COMPONENT PRESSURE DROP (in.we) AT INDICATED AIRFLOW (DRY-TO-WET COIL) FY,FA CFM SIZE 500 600 700 800 900 1000 1100 1 1200 1300 1400 1500 1600 1-100 1 1800 1900 2000 018 0.034 0.049 0.063 -- -- -- -- -- -- -- -- -- -- -- -- -- 024 0.016 0.027 0.038 0.049 0.059 -- -- -- -- -- -- -- -- -- -- -- 030 -- -- -- 0.049 0.059 0.070 0.080 -- -- -- -- -- -- -- -- -- 036 -- -- -- -- -- 0.055 0.064 0.073 0.081 -- -- -- -- -- -- -- 042 -- -- -- -- -- -- -- 0.049 0.056 0.063 0.070 -- -- -- -- -- 048 -- -- -- -- -- -- -- -- -- 1 0.038 0.043 1 0.049 0.054 0.059 -- -- 060 -- -- -- -- -- -- -- -- -- -- -- 0,027 0,031 01035 0.039 1 0.043 FIELD-INSTALLED ACCESSORY FILTER STATIC PRESSURE DROP (in. we) UNIT SIZE CFM FY;FA 400 600 800 1000 1200 1400 1fi00 1800 2000 018 0.020 0.044 0.075 - - - - - - 024,030 - 0.022 O.D48 0.072 0.100 - - - 036,042,048 - - - 0.051 0.070 0.092 0.120 0.152 - 060 _ _ _ - - - 0.086 0.105 1 0,130 ELECTRIC HEATER STATIC PRESSURE DROP (ins. we) 018-036 042-060 EXTERNAL STATIC EXTERNAL STATIC NEATER HEATER kW PFIESSURE kW PRESSURE ELEMENTS CORRECTION ELEMENTS CORRECTION 0 0 +.02 0 0 +.04 _ 1 3,5 +,01 2 8.10 +.02 2 8,10 0 3 9,15 0 3 9.15 -.02 4 20 -.02 4 20 -.04 6 18,24,30 -.10 The airflow performance data was developed using fan coils with 10-kW electric heaters(2 elements)in the 018 through 036 size units and 15-kW heaters (3 elements)in the 042 through 060 size units.For fan coils with heaters of a different number of elements,the external available static at a given CFM from the curve may be corrected by adding or subtracting avalable,external static pressure as indicated above. 10 PERFORNLANCE DATA (cont) ACCESSORY ELECTRIC HEATERS HEATER kW @ VOLTS/ STAGES(kW INTERNAL FAN COIL SIZE HEATING CAP.** PART NO. 240V PH OPERATING) CIRCUIT USED WITH @ 230V PROTECTION KFCEH0401 NO3 3 23011 3 None 018-024 9.400 KFCEHO501 N05 5 230/1 5 None 018-060 15,700 KFCEH0801 N08 8 230/1 8 None 018-060 25,100 KFCEH0901N10 10 230/1 10 None 018-060 31,400 KFCEH3201 F20 20 23011 5.20 Fuse# 030-060 62,800 KFCEH1601315 15 230/3 5115 None 036-060 47,100 _ KFCEH2O01318 18 23013 6,12,18 None 042-060 56,500 KFCEH340lF24 24 230/3* 8,16,24 Fuse 048,060 78,300 KFCEH350IF30 30 230/3* 10,20,30 Fuse 048,060 94,100 KFCEH2401005 5 230/1 5 Circuit Breaker 018-060 15.700 KFCEH2501C08 8 23011 8 Circuit Breaker 018-060 25,100 KFCEH2601C10 10 230/1 10 Circuit Breaker 018-060 31,400 KFCEH3301 C20 20 23011 5,20 Circuit Breaker 030-060 62,800 KFCEH2901 NO9 9 230/1 t 3,9 None 036-060 28,200 KFCEH300IF15 15 23011 5115 FU80 024-060 47.100 KFCEH310I C15 15 230/1 5,15 Circuit Breaker 024-060 47,100 * Field convertible to 1 phase, t Field convertible to 3 phase. t Single point wiring kit required for these heaters in Canada. **Blower motor heat not included. ESTIMATED SOUND POWER LEVEL OBA) UNIT SIZE CONDITIONS OCTAVE BAND CENTER FREQUENCY* FY,FA CFM Ext Static 63 125 250 500 1000 2000 4000 Pressure 018 600 1 0.25 64.7 60.7 56.7 53.7 51.7 49.7 45.7 024 800 0.25 66.0 62.0 58.0 55.0 53.0 51.0 47.0 030 1000 0.25 67.0 63.0 59.0 56.0 54.0 52.0 48.0 036 1200 0.25 67.8 63.8 59.8 56.8 64.8 52.8 48.8 042 1400 0.25 68.4 64.4 60.4 57.4 55.4 53A 49.4 048 1600 0.25 69.0 65.0 61.0 58.0 56.0 54.0 50.0 060 2000 1 0.25 1 70.0 66.0 62.0 59.0 57.0 55.0 51.0 * Est.sound power levels have been derived using the method described in the 1967 ASHRAE HVAC Systems&Applications Handbook,Chap.52,p.52.7. ELECTRICAL DATA FOR UNITS WITH FACTORY-INSTALLED HEATERS SINGLE CIRCUIT DUAL CIRCUIT MTR MTR HEAT PACK MAX HTR MAX HTR MAX MODEL NO HTR MCA OVERCUR MCA OVERCUR HP FLA INSTALLED AMPS MCA OVERCURPROTECT AMPS PROTECT AMPS PROTECT PROTECT L1/L2 LiJL2 L1/1.2 L31L4 L3/L4 L31L4 FY4ANB060010 3/4 5.2 MKFCEH0901N10 36.2/40.0 51.8/56.5 50160 - - - - - - FY4ANB06D015 3/4 5.2 MKFCEH1 501 F1 5 54.2159.9 74.3181.4 80/80 36.2/40.0 51.8155.5 60/60 18.1/20.0 22.6/25.0 25/25 FY4ANF018005 116 1.8 MKFCEH0501N05 18.1/20.0 24.9127.3 25130 - - - - - - F�4AIVF018008 1/6 1.8 MKFGEH0801NOB 28.9j32.0 38,4/42.3 41145 - - - - - - FY4ANF024005 1/4 1.8 MKFCEH0501N05 18.1120_0 24.9/27.3 25130 - - - - - - FY4ANF024010 1/4 1.8 MKFCEH0901N10 36.2140.0 47,5152.3 50/60 - - - - - - FY4ANF030008 114 1.5 MKFCEHO801NOB 28.9/32.0 38.0/41.9 40/45 - - - - - - FY4ANF030010 114 1.5 MKFCEHO90IN10 36.2140.0 47.1151.9 50160 - - - - - - FY4ANF036010 1/3 2.4 MKFCEHO90IN10 36.2/40.0 48.$153.0 50I60 - - - - - - FY4ANF636015 1/3 2.4 MKFCEH150IF15 54.2/59.9 70.8177.9 80180 36.2/40.0 48.3/53.0 50/60 18.1/20.0 22.6/25.0 25/25 FY4ANF042010 1/2 2.9 MKFGEH0901110 36.2/40.0 48.9153.6 50/60 - - - - - FY4ANF042015 11?, ' 2.3 MKFCEH1501F15 54.2/559.9 71.4178.5 80/80 36.2140.0 48.9/53.6 50/60 18.1/20.0 22.6125.0 25/25 FY4ANF046010 314 4.3 MKFCEH0901N10 36.2140.0 50.6/55,4 50/60 - - - - - - FY4ANF048015 3/4 4.3 MKFCEH1501F15 54.2159.9 73.1/80.3 80180 36.2/40.0 50.6/55.4 60160 18.1/20.0 22.6/25.0 25/25 NOTE:All units 208/230,single-phase,60 Hz MCA-Minimum Circuit Amps FLA-Full Load Amps 11 PERFORMANCE DATA (cont) ELECTRICAL DATA FOR UNITS WITH FACTORY-INSTALLED HEATERS (cont) SINGLE CIRCUIT I DUAL CIRCUIT MTR MTR HEATPACK MAX HTR MAX HTR MAX MODEL NO HP FLA INSTALLED HTR MCA OVERCUR AMPS MCA OVERCUR AMPS MCA OVERCUR AMPS PROTECT PROTECT PROTECT L1/L2 L1/L2 L1/L2 1_3/14 1_3/1_4 L3/L4 FA4CN6060010 3/4 5.2 MKFCEH0901N10 36.2/40.0 51.8/56,5 50/60 FA4CNB060015 314 5.2 MKFCEH1501F15 54.2/59.9 74.3181.4 8P/80 36,2/40.0 51.8/56.5 60/60 18.1/20.0 22.6/25.D 25/25 FA4CNC018005 116 1.8 MKFCEH0501N05 16.1/20.0 24.9127.3 25130 - - - - - FA4CNCO24005 114 1.8 MKFCEH0501N05 18.1/20.0 24.9127.3 25/30 - - - - - FA4CNC030008 114 1.5 MKFCEHO801N08 28.9/32.0 38.0141.9 40/45 - - - - - FA4CNC036010 1/3 2.4 MKFCEH0901N10 36.2/40.0 48.3153.0 50160 - - - - - - FA4CNC042010 112 2.9 MKFCEH0901N10 36.2/40.0 48.9/53.6 50/60 - - - - - FA4CNC048010 3/4 4.3 MKFCEH0901N10 36.2140.0 50.6155.4 50/60 - - - - - - FA4CNC060010 3/4 5.2 MKFCEHO901N10 36.2/40.0 51.8156.5 50/60 - - - - - FA4CNF018005 1/6 1.8 MKFCEH0501N05 18.1/20.0 24.9127.3 25I30 - - - - - - FA4CNF018008 1/6 1.8 MKFCEHO801N08 28.9/32.0 38.4/42,3 40/45 FA4CNF024005 1/4 1.8 MKFCEH0501N05 18.1/20.0 24,9/27,3 25/30 - - - - - - FA4CNF024010 1/4 1.8 MKFCEH0901N10 36.2/40.0 47.5152.3 50/60 - - - - - FA4CNF030008 114 1.5 MKFCEH0801N08 28.9/32.0 38.0141.9 40/45 - - - - - - FA4CNF030010 114 1.5 MKFCEH0901N10 36.2/40.0 47.1151.9 50/60 - - - - - FA4CNF036010 113 2.4 MKFCEH0901N10 36.2/40.0 48.3/53.0 50160 - - - - - FA4CNF036015 1/3 2.4 MKFCEH150IF15 54.2159.9 70.8177.9 80/80 36.2J40.0 48.3/53.0 50/60 18.1/20.0 22.6/25.D 25125 FA4CNF042010 1/2 2.9 MKFCEH0901N10 36.2/40.0 48.9/53.6 50/60 - - - - - FA4CNF04201S 1/2 2.9 MKFCEH150IF16 54.2159.9 71,4/78.5 80/80 36.2/40.0 48,9/53,6 1 50/60 18.1/20.0 22.6/25.0 25/25 FA4CNF048010 $14 4.3 MKFCEHO90INIO 36.2140.0 50.6/55.4 50/60 - - - - FA4CNF048015 3/4 4.3 MKFCEH1501F15 54.2/59.9 73.1/80.3 80(80 36.2140.0 50,6/55.4 60160 18.1l20.0 22.6125.D 25/25 NOTE:All units 208/230,single-phase,60 Hz MCA-Minimum Circuit Amps FLA-Full Load Amps ELECTRICAL DATA FOR UNITS WITHOUT FACTORY-INSTALLED HEATERS MODEL NO MTR MTR MCA OVERC MIN WIRE MODEL NO MTR MTR MCA OVE A R MIN WIRE HP FLA PROTECT SIZEAWG* HP FLA PROTECT SIZEAWG* FY4ANB060T00 3/4 5.2 6.5 15 14 FA4CNB060000 3/4 5.2 6.5 15 14 FY4ANBO60000 FA4CNF018000 116 1.8 2.3 15 14 FY4ANF018T00 FA4CNF024000 1/4 1.8 2,3 15 14 FY4ANF018000 116 1.8 2.3 15 14 FA4CNF030000 114 1.5 1.9 i5 14 FY4ANFo24Too FA4CNF036000 113 2.4 3.0 1 i6 14 FY4ANF024000 1/4 1.8 2.3 15 14 FA4CNF042000 112 2.9 3.6 16 14 FY4ANF030T00 FA4CNF048000 3/4 4.3 SA 15 14 FY4ANF030000 1!4 1,5 1.9 15 14 FY4ANF030 0 1!3 2.4 3.0 15 14 FY4ANF036000 FY4ANF042T00 1!2 219 3.6 15 14 FY4ANF042000 _FY4ANF046TO0 3/4 4,3 5.4 15 14 FY4ANF048000 * Use copper wire only.Use 75*C only in this application. When using non-metallic(NM)sheathed cable,wire size required should be based on that of 60°C conductors,instead of wire sizes shown in table above per NEC Article 336-26. NOTES:If branch circuit wire length exceeds t00 ft.(30m),consult NEC 215-2 to determine maximum wire length.Use 295 voltage drop. All units 208/230,single-phaso,60 Hz. FLA-Full Load Amps FACTORY-INSTALLED HEATER OPTIONS* MODEL 016 024 030 036 042 D48 060 F 4 N(F,B) 5,8 5.10 8,10 10,15 10.15 10,15 1 ,15 FA4CNG 6 5 8 10 10 10 10 FY4AN(F,13) 5.8 5.10 8.10 10.15 10,15 10,15 10.15 " For field-installed heatedfan coil combinations,see Electric Heater Internal Protection below. 6th dlgit: B-Modular cabinet,C-Disconnect,F-Single piece cabinet ELECTRIC HEATER INTERNAL PROTECTION* HEATER KW PHASE FUSE OTYISIZE CKT BKR OTYiSIZE - 5 1 - 1160 8 1 - 1/60 10 1 - /60 15 1 2/30-2160 2160 20 1 4/60 2/60 24 113 6 60 - 30 1/3 6160 - 9 113 - i 5 3 - - 18 3 - *5-,8-, 10-kW factory-installed heat has no internal protection.15-kW factory-installed heat is internally protected with fuses. t Circuit breakers are 2 pole. 12 I I I Ste« u 3 9 a 2 9 9 PT n n O u � � e � 9 s 8 R s LL R m a o a 3 u I I I I I 1 I I I I I a a I { z+ a l l l l z c c p 7 " p TV � o a a A a is a I I W n RA o a d "! m C y y Y. QqI I I I I I V] a a in o. d i O d Y ��/ � � H fl � � �dd � 1,c•�,{ � V°Y .,'e�{ I M y�p{ � I � Y! � eF y©� J dm�' I°h C d C �� :� � M � M � d � M � � fi Y �F � •. y5 � S •"I j f� W N VJ � " - A N O U n 0 " a " N W 9 9 ° 3 [] ^ q r� M O aj �.1 [Q CL ¢ m 7 U j2j � Q, V 2 2 2 V V 2 u 2 2 Z U u. U 2 2 LL U 1 ,C LL LL O C v f O CL o h E W N m {O LL IJ.I N G.a _O h.. _ - - R - a - EZ O �Y m ro ❑ o con ry ^,$ U i a a a a a n gg G O $ a N aj N pp `q C, U z x 2 u $ �+ $ z V T. Q " S R ��\ r �i U« .J a: L Fes- lL LL V) Q S W s F+q +-- Q 8 A R R $ &R A s Y ++ rLu + Z L3 r, r I f ACCESSORIES ITEM ACCESSORY PART NO.* FAN COIL SIZE USED WITH 1, Disconnect Kit KFADKO201 DSC Cooling controls and heaters 3-through 10-kW KFACB0101CFB 018 2. Downflow Base Kit KFACB0201 CFB 024,030 KFACB0301CFB 036,042,048 KFACB0401 CFB 060 3. Downflow Conversion Kit KFADCO201 SLP Slope Coil Units--018,024,030,036 KFADC0401ACL A-Coil Units--042,048,060 4. Single-Point Wiring Kit KFASP0101 SPK Only with 15-and 20-kW Fused Heaters KFAFK0112SML 018 5. Filter Kit(12 Pack) KFAFK0212MED 024,030 KFAFK0312LRG 036,042,048 KFAFK0412XXL 06D 6. PVC Condensate Trap Kit(50pack) KFAET0150ETK All 7. Air Cleaner 240-volt Conversion Kit KEAVCO201240 All 8. Downflow/Horizontal Conversion Gasket Kit KFAHDO101 SLP All 9. Horizontal Water Management Kit(25 pack) KFAHCO12SAAA All Factory authorized and listed,Feld—installed. ACCESSORY KITS DESCRIPTION SUGGESTED AND REQUIRED USE. 1. Disconnect Kit The kit is used to disconnect electrical power to the fan coil so service or maintenance may be performed safely. SUGGESTED USE:Units for 3-through 10-kW electric resistance heaters and cooling controls. 2. Downflow Base Kit This kit is designed to provide a 1-in.minimum clearance between unit discharge plenum,ductwork, and combustible materials, It also provides a gap-free seal with the floor. REQUIRED USE:This kit must be used whenever fan coils are used in downflow applications. 3. Downflow Conversion Kit Fan oils are shipped from the factory for upflow or horizontal-left applications.Downflow conversion kits provide proper condensate water drainage and support for the coil when used in downflow applications.Separate kits are available for slope coils and A-coils. RLQUIRED USE:This kit must be used whenever fan coils are used in downflow applications, 4. Single Point Wiring Kit The single point wiring kit acts as a jumper between L1 and L3 lugs,and between the L2 and L4 lugs.This allows the installer to run two heavy-gauge,high-voltage wires into the fan coil rather than 4 light-gauge,high-voltage wires. SUGGESTED USE:Fan coils with 15-and 20-kW fused heaters only. 5. filter Kit(12 pack) The kit consists of 12 fan coil framed filters. These filters collect large dust particles from the return air entering the fan coil and prevents them from collecting on the coil. This process helps to keep the coil clean, which increases heat transfer and, in turn, the efficiency of the system. SUGGESTED USE:To replace fillers in fan coils. REQUIRED USE:All units unless a filter grille is used. 6. Condensate Drain Trap Kit This kit consists of 50 PVC condensate traps.Each trap is pre-formed and ready for field installation.This deep trap helps the system make and hold proper condensate flow even during blower initiation. SUGGESTED USE:All fan coils. 7. Air Cleaner 240-volt Conversion Kit The AIRA electronic air cleaner comes ready for 115-v operation. REQUIRED USE:This kit is required when running 240-volt circuit to air cleaner. 8. Downflow/Horizontal Conversion Gasket Kit This kit provides the proper gasketing of units when applied in either a downflow or horizontal application. REQUIRED USE:Fan coils in either downflow or horizontal applications. 9. Horizontal Applications-Water Management Kit This kit provides proper installation of fan coils under conditions of high static pressure and high relative humidity. SUGGESTED USE: All fan coils. Copyright 2007 Carrier Corp.- 7310 W.Morris St.- Indianapolis,IN 46231 Printed in U.S.A. Editlon Date: 06107 Catalog No:FA4C-5PO Manufacturer reserves the right to change,at any time,specifications and designs without notice and without obligations. Replaces:FA W-01) 14 i f �.L ,!^�' �` 1 .>. � N BrN Engineering, Inc. Electrical Consulting Engineering WHITLEY EVERGREEN, INC. 14219 SMOKEY POINT BLVD MARYSVILLE,WA 98271 RE: Electrical for Ar#Mk2n Weston High School>I-Plex I have reviewed the plans to be submitted to the State of Washington Department of Labor and Industries and find them to be in compliance with current Washington State regulations. Plan Data: 1) Whitley Serial Number:1113I12 2) Whitley Job Number 4179 3) Factory BuiltM Codes: (NEC 2008, WAC 296-46B)_SM 4) Drawing Numbers for prints reviewed Sheet Number/Description Date Drawn Latest Rev E-0.0 ELECTRICAL NOTES 11-26-13 12-20-13 E-0.1 PANEL 5CHEDVLES 11-2643 12-20-13 -1.0 ELECTRICAL PLAN 11 26-13 12,720-13 F-l.l LICHTING PLAN 11-26-13 12-20-13 Remarks: This cover letter includes our electrical review for the building noted above. Bryan Boeholt,P.E. •��; WAS 6 i H i i=ur vuHor+i'u�IES r DEPT OF [)� {> FAS I NN 1� 1 1 E SIOAIAL•�' EXFiM. -s 11171 2°1 SUBJECT TO CODE: AND FIELD INSPECTION SrN Engineering,Inc. 210 30 Ave S,Suite 2C • Seattle,WA 98104 tel:(206)223-6446 tax: (206)223.6465 • www.bm-engineering.com Tol-Brace Seismic Calculations Emerald Fire / Project Address' Arlington School Mods 11021 cramer RD KPN 4407172nd st NE Gig Harbor WA COOPER B-Line (?TOLCO (253)857-2056 Arlington WA EMERAFL980MR Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 24' 0" (7.32 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.1000 Clamp 1425 Ibs(646 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 Ibs(646 kg) 45* Min. *Calculation Based on CONCENTRIC Loading Angle from Vertical *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs (594 kg) TOLCO FIG. 909 S— NO-THREAD SWIVEL WAY Force Factor(Cp) 05 BRACE ATTACHMENT 0 STEEL PIPE LATERAL BRACE Fastener Information Fastener Orientation NFPA Type E - Maximum Load 26O Ibs (118 . TOLCO FIG. 1000-/ Diameter 1/2in. (13 mm) FAST CLAMP Length 3-1/2in. (89 mm) Type Dual Lag Bolts -Fig.906 Brace Identification on Plans Typical Lateral Orientation of Brace Lateral Braced Pipe:2"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2"Sch.10 Steel Pipe(50.8 mm) 24ft(7.3 m) 51 Ibs(23 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 76ft(23.2 m) 116 Ibs(53 kg) 1"Sch.10 Steel Pipe(25.4 mm) 40ft(12.2 m) 36 Ibs(16 kg) Percentage added for Fittings and Sprinklers 15% 30 Ibs(13.61 kg) Total Adjusted Load of all pipe within Zone of Influence 233 Ibs(106 kg) f rol-Brace Version 71 - � - J - . ,�: .� I I Tol-Brace Seismic Calculations Arlington School Mods Job# COOO:R B-Line I Q)TOLCO 4407 172nd st NE Brace Identification Typical Lateral Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 2" Sch.10 Steel Pipe Spacing of Brace 24'0" (7.32 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45* Type of Fastener 112 x 3-1/2(13 x 89 mm) Dual Lag Bolts Parallel to Beam -TOLCO Fig 9 Length of Fastener 3-1/2in.(89 mm) Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.8 mm) 24ft(7.3 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 76ft(23.2 m) 1"Sch.10 Steel Pipe(25.4 mm) 40ft(12.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 233 Ibs (106 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 260 Ibs(118 kg) Fig.1000 Clamp 1425 Ibs(646 kg) Fig.909 No-Thread Swivel 1425 Ibs(646 kg) Structural Member ML BEAM Calculations prepared by Michael Hallengren *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com - , Tol-Brace Seismic Calculations Emerald Fire Project Address: Arlington School Mods / J 11021 Cramer RD KPN Gig Harbor WA C B-Lille �?TOLCO 4407 172nd st NE (253)857-2056 Arlington WA EMERAFL980MR Job# Calculations based on 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 48' 0" (14,63, m) Tolco Component Fig. Number Adjusted Load FigAL Clamp 1425 Ibs(646 k Maximum Brace Length 7_�0� m � (2.13._ ) _ _ g) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1425 Ibs(646 kg) 45° Min. 'Calculation Based on CONCENTRIC Loading Angle from Vertical "Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Raa.of vyranon 0.42" (11 mm) Assembly Detail LIR Value 200 TOLCO FIG. 909 Max Horizontal Load 1310 Ibs (594 k ) NO-THREAD SWIVEL SWAY 0 BRACE ATTACHMENT Force Factor(Cp) 0.5, STEEL PIPE LATERAL BRACE Fastener Information TOLCO FIG.4L Fastener Orientation NFPA Type H PIPE CLAMP FOR - SWAY BRACING f-- --- Maximum Load I 260 Ibs (118 kg) Diameter 1/2in. (13 mm) ---- -Jj Length 3-1/2in. (89 mm) Type Dual Lag Bolts - Fig.906 Brace Identification on Plans Typical Longitudinal Orientation of Brace Longitudinal Braced Pipe:2"Sch.40 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2"Sch.40 Steel Pipe(50.8 mm) 48ft(14.6 m) 123 Ibs(56 kg) Percentage added for Fittings and Sprinklers 15% 18 Ibs(8.16 kg) Total Adjusted Load of all pipe within Zone of Influence 142 Ibs(64 kg) tTol-Brace Version 71 Tol-Brace Seismic Calculations Arlington School Mods Job# 00 4407172nd st NE COOPER B-l. ne I dDTOLCO Brace Identification Typical Longitudinal Brace Type(Per NFPA#13) NFPA Type H Braced Pipe 2"Sch.40 Steel Pipe Spacing of Brace 48' 0" (14.63 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45' Type of Fastener 112 x 3-1/2 (13 x 89 mm) Dual Lag Bolts Parallel to Beam -TOLCO Fig 9 Length of Fastener 3-1/2in.(89 mm) Summary of Pipe within Zone of Influence 2"Sch.40 Steel Pipe(.%8 mm) 148ft(14.6 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 142 Ibs(64 kg) Material Capacity 1310 Ibs(594 kg) Fastener Capacity 260 Ibs(118 kg) Fig.4L Clamp 1425 Ibs(646 kg) Fig.909 No-Thread Swivel 1425 Ibs(646 kg) Structural Member ML BEAM Calculations prepared by Michael Hallengren "The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com t, _ 1 ARLINGTON CLASSROOM MODS 4407 172nd ST NE, Arlington WA FIRE SPRINKLER PRODUCT SUBMITTAL DATA EMERALD FIRE 11021 CRAMER ROAD KPN GIG HARBOR,WA 98329 PHONE:253-857-2312-FAX: 253-857-2312 ARLINGTON CLASSROOM MODS 4407 172nd ST NE, Arlington WA FIRE SPRINKLER PRODUCT SUBMITTAL DATA 1. Globe QR GL5601%" 155* K=5.6 Chrome Recessed Pendent Sprinkler 2. Globe QR GL5615 %" 155* K=5.6 Brass Upright Sprinkler 3. Allied Tube & Conduit Schedule 10 & Schedule 40 Black Pipe 4. Anvil International Black Cast Iron Threaded Fittings 5. Tolco#4 Standard Pipe Clamp 6. Tolco#100 All Thread Rod 7. Tolco#200 "Trimline"Adjustable Band Ring Hanger S. Tolco#909 No-Thread Swivel Sway Brace Attachment 9. Tolco#1000 Fast Clamp Sway Brace Attachment 10. Sammy Wood Screws Model GST 20 11. Victaulic Model 07.01Grooved Fittings 12. Victaulic Style 005 Grooved Rigid Couplings 13. Victaulic Style 009N Grooved Rigid Couplings 14. Globe Model GLR175G 2" Grooved Butterfly Valve 15. Tyco Model 513 2" Riser Manifold 16. Argco Spare Head Cabinet 17. Argco 6" x 2" Aluminum Sprinkler Identification Signs QUICK RESPONSE GL Ib AUTOMATIC SPRINKLERS mum GL SERIES FARE SPRINKLER CORPORATION RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing ap- pearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and underthe direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that QUICK RESPONSE contains a precisely measured amount of fluid. When heat is RECESSED PENDENT absorbed,the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. (+, Assembly is done in the field. TECHNICAL DATA ` •See reverse side for Approvals and Specifications. *Temperature Ratings - ° , 155°F (68°C), 1752 QYIGK RESPONSE •Water Working Pressure Rating - 175 psi (12 Bars) REGESSED •Factory tested hydrostatically to 500 psi (34 Bars) R+9R Z-O-N-T-AL—saSEVVALL •Maximum low temperature glass bulb rating is -67°F (-55°C) •Frame - bronze , Deflector - brass • Screw - brass •Bulb seat - copper • Spring - nickel alloy • Seal - teflon •Bulb - glass with alcohol based solution, 3mm size •Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY a-362F/155°F 67-2G/68°C GRA-NG-E/RED 100'F 38°C INTE-R -MEG4AT'-E 47-52F/2GO2F 7WG/93°G *E-L--L0-VV4GREE?d I- F 662G FI1G+4 286°F 444°G I 2262F 1-0�-G 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX989-846-9231 JULY 2009 A-24 BULLETIN GL2801, REV. #8 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES RECESSED PENDENT SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH ' FINISHES 2••9 (39 me#48) 1„2:IPT 21I!4"" (6-:eft Feeteiy B 4-2 (69 metFie) 1f211 "�T 2a!4={mac- &eti-GhFeme-' Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White PelyesteFa 7E (aa1pnetFie) 1/2" NPT 2 1A"-(�7-e" B1tee^�E�-EP/elly,�e'sst�ei;a NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". ZFINISHES AVAILABLE ON SPECIAL ORDER. 3cULus LISTED CORROSION RESISTANT- POLYESTER MUST BE SPECIFIED ON ORDER. APPROVALS STYLE SIN K 135•F 155•F 175•F 200•F **286•F �tc!J!Lus ttFM LPC CE NYC-DOB MODEL FACTOR 57•C 68•C 79*C 93•C 141•C MEA101-92-E GL2801 2.8 x X X X X X — _ — x G64201 4-.2 x X X x X X — — — x PENDENT GL5601 5.6 X X X x x X X X X X RECESSED GL8186 84 x x x x x x x$ X X X GL2826 2.8 x X x -x X X — — — # HORIZONTAL G64226 4- x x -x x x x — — — x rn vmcc REGESSED§ G66626 x x x x x x — — — x §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING. t 5.6K ORIFICE,7.81K ORIFICE AND 8.1K ORIFICE LISTED FOR ALL HAZARDS. *7.8K X 1/2"NPT. CROSS SECTIONS **286*F cULus LISTED ONLY. t t 1/2"RECESSED ESCUTCHEONS ARE REQUIRED FOR FM APPROVED SPRINKLERS. $BRASS FINISH ONLY ]I5/16•pw.— " ORDERING INFORMATION�- REWCER RETNNEfl SPECIFY CUR • Quantity • Model Number • Style • Orifice • Thread Sizes • Temperature ya-10 wx, • Finishes desired �ZA4 • Quantity- Recessed Wrenches-P/N 325391 (1/2"); ;. � „ n. P/N 325401, Rev. F(L.O.) • Quantity-Protective Caps-P/N 327109-CAP PENDENT (Friction Fit Recessed) :,:*. 'gs: I GLOBE° PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material •^ 3//4'"_ or workmanship for a period of one year from date of shipment. ;;a:u ., „•- For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). �::�' 13E HgREWA66 4077AIRPARK DRIVE,STANDISH,MICHIGAN 48658 FIRE SPRINKLER CORPORATION 989-846-4583 FAX989-846-9231 1-800-248-0278 www.globesprinkler.com JULY 2009 PRINTEDU.S.A. BULLETIN GL2801, REV. #8 M • - ' QUICK RESPONSE AUTOMATIC SPRINKLERS GLbBL GL SERIES UPRIGHT•PZN--OEWT FIRE SPRINKLER CORPORATION 14ERTIC41 CID041411 CnA-�� Tr -1QA!4► I n cTv► =1 DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick - - Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of '� greatly increased safety to life and is available in various styles,orifices, J temperature ratings and finishes to meet many varying design require- ments. Quick Response Sprinklers should be used advisedly and under 1 the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating QUICK RESPONSE assembly is a hermetically sealed frangible glass ampule that contains UPRIGHT a precisely measured amount of fluid. When heat is absorbed,the liquid _ within the bulb expands increasing the internal pressure. At the -' prescribed temperature the internal pressure within the ampule exceeds ` the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. i The sprinkler and escutcheon are not factory assembled. As- sembly is done in the field. TECHNICAL DATA 1- See reverse side for Approvals and Specifications. clno,�I� 3 Temperature Ratings - 1,352F (672G , 155°F (68°C), .Water Working Pressure Rating - 175 psi (12 Bars) ® Factory tested hydrostatically to 500 psi (34 Bars) ,a ® Maximum low temperature glass bulb rating is -67T (-55°C) 5 ® Frame - bronze 6 Deflector - brass ® Screw - brass ® Bulb seat - copper * Spring - nickel alloy ® Seal - teflon a Bulb - glass with alcohol based solution, 3mm size 49-R I zg N�^�SlB E W-AL-L SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 4-362-F/155°F 6-7=G/68°C GRANG€/RED 100°F 38°C INN-E-RME-B1,4TE- 1-7&2F4G90-F 7-840'493°G a'€t-L-Et 4-5w- 66'G HIGH 286°1= 44-1°G stiJE 2252E i 071G 4077AIRPARKDRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX989-846-9231 DECEMBER 2006 A-20 BULLETIN GL5615, REV. #6 ". �� .I QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPR/GHT ?E n c,o "I OG17r1 A/Tn 1 / I * COA/1 ENTI4 n t 140 n CTV1 c l SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH ' FINISHES 2-9 (3g-me#io 414211 ISIPT 2444'(4q--GR4) Factory Bronze 4-2 'G G) 1.4211r:12T_ 214'(5.7 Gm) Sat+a S#�fer e Bf+gla�Gk�reme 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) 1AUte Relyestef a 7_8 (44 G) 11011 2 1 M" (5.-GM) $lack-�ye$tef 4' � 04&-rRet�is} 2 44�T 2 7A 62 (65.2 Grp TA) Lea4-Geate4 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". 2 FINISHES AVAILABLE ON SPECIAL ORDER. 9 AVAILABLE AS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN K 135°F 155°F 175•F 200°F 286'F cULus F.M. LPC CE NYC-DOB MODEL FACTOR 57°C 68°C 79°C 93°C 141 C MEA 101-92-E GL424b 44 A A x x x x UPRIGHT GL5615 5.6 x X A A x X X X X X GL=1a 5 7-.91 x A x x x x A GI A443 94 x A x x x 9 x GI=8401 7-8* x x x x x x x — — x GLg196 9.4 x x x x x x Ye M49RVGNTAL- GL42:26 44 x Ix Y x x x — — — cin9 § G65626 `a-6. x A x A x x — — GL1t1 CY' 3.4 x x 4 — — — — GGNVF--NTIQNAL_ GI 9624 a 6 x A x X x — — — §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"TO 12"BELOW THE CEILING,FM APPROVED 4"TO 6". t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING, UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN,SPACING. ORDERING INFORMATION "1/2"NPT. SPECIFY GLOBE"'PRODUCT WARRANTY •Quantity • Model Number • Style Globe agrees to repair or replace any of its own •Orifice • Thread Sizes • Temperature manufactured products found to be defective in mate- •Finishes desired rial or workmanship for a period of one year from date •Quantity -Wrenches - P/N 325390 (1/2"); of shipment. P/N 312366 (L.O.) For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). GL&MIE 4077989 846 4583RIVE, STANDISH, FAX 91 9-846-92318 FIRE SPRINKLER CORPORATION 1-800-248-0278 www.globesprinkler.com DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615, REV. #6 _ _, • 7P.�6 _. 1,• I Schedu1em10"/Schedu1em40@ Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product.Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand: Our Sch-10(1'/4"-8")pipe and Sch-40(1"-2'/Z")pipe have passed the same thorough lab testing as our other listed pipe s' products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe -0 Specifications NPS Nominal I.D. Wt. Wt.(H20 Filled) Pcs/ Wt/Lift(21') WKilt(24') Wt/Lift(25') Schedule-10/Sc product can be In;mm In;mm Lbs/Ft;Kg/m Lbs/Ft,•Kg/m Lift Lbs;Kg Lbs;Kg Lbs;Kg "hot-dip"galvanized zed t to o meet FM requirements for dry systems in 1" 1.049 1.680 2.05 70 2,470 2,822 2,940 accordance with the zinc coating 25 26.6 2.5 3.05 70 1,120 1,280 1,334 specifications ofASTMA-123. 1'/4 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 Superior • • 11/21' 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 Our advanced formula mill coating of- 2" 2.067 3.650 5.13 30 2,300 2,628 2,738 fers a clean,durable surface. It is also 50 52.5 5.4 7.63 30 1,043 1,192 1,242 paint-ready for custom color applications 21/2" 2.469 5.790 7.86 19 2,310 2,640 2,750 without special preparation. 65 62.7 8.6 11.73 19 1,048 1,197 1,247 The internal surface of all black Allied Tube &Conduit Fire Sprinkler pipe products up to 4.5000"in diameter is coated with our new Antibacterial For- NPS Nominal I.D. Wt. Wt.(H20 Filled) Pcs/ WVLifl(2l') WVLIII(24') WVLift(25') mula,"ABF".In scientific laboratory In;mm In;mm Lbs/Ft;Kg/m Lbs/Ft,Kg1m Lift Lbs;Kg Lbs;Kg Lbs;Kg test,ABS proved to have superior resis- 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 tance to microbial colonization of pipe 25 27.9 2.1 2.70 91 1,213 1,385 1,445 walls, thereby delaying or possibly pre- 1'/a° 1.442 1.810 2.52 61 2,319 2,664 2,760 venting the onset of Microbiologically 32 36.6 2.7 3.75 61 1,052 1,208 1,252 Influenced corrosion(MIC)when the 11/21, 1.682 2.080 3.04 61 2,664 3,045 3,172 First Sprinkler System is first installed. 40 42.7 3.1 4.52 61 1,208 1,381 1,439 American Made > 2" 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 Meets"Buy American"requirement 21/2" 2.635 3.530 5.89 30 2,224 2,542 2,648 and is available through distributors in 65 66.9 5.3 8.77 30 1,009 1,153 1,201 the USA,Canada and Mexico. 3" 3.260 4.330 7.94 19 1,728 1,975 2,057 Specifications & Approvals 80 82.8 6.4 11.82 19 784 896 933 4" 4.260 5.610 11.78 19 2,238 2,558 2,665 Schedule-10/Schedule-40 pipe are in 90 108.2 8.3 17.53 19 1,015 1,160 1,209 compliance with the following: 5" 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 ASTM A-135,and NFPA 13.Both pipe 6" 6.357 9.290 23.03 10 1,951 2,230 2,322 products have a working pressure rating 150 161.5 13.8 34.27 10 885 1,012 1,053 of 300 psi maximum and also meet the 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 stringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309 tests: •Welded Outlets • Hydrostatic Pressure Listed Approved Listed • Side Wall Rupture •Vibration Test tqCO/Flow Control III ^I 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 7 allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800)882-5543 TUBE&CONDUIT 2525 N. 27 th Ave. • Phoenix,AZ 85009 Fax 708-339-1806 S5 - 3 _, M - - _�t--d' 9 h �.k.y. ~��,,}}i••' r� 1 ti �� ,w �,J`� 4•"(��t `Z;,�.� .._.. _�. __ '' .._r.,.. ._._ � l•�--'�A' r J� ... ., f`�.` � �` , � ti r'>' �� 1 i �� y- i c N. ? / O J . a y FM Anvil standard and extra heavy cast iron threaded fittings are C UL us manufactured in accordance with ASME-B16.4 (except plugs APPROVED and bushings, ASME B16.14). Dimensions also conform to Federal For Listings/Approval Details and Limitations,visit our website @ Specifications,WW-P-501(except plugs and bushings WW-P-471). www.anvilintl.com or contact an Anvil/AnvilStar Sales Representative. N .3 U Cast Iron Threaded Fittings Pressure-Temperature Ratings Pressure Temperature Class 125 Class 250 a ff) (°C) psi bar psi bar E -200 to 150' -28.9 to 65.6 175 12.1 400 27.6 m 200' 93.3 165 11.4 370 25.5 250' 121.1 150 10.3 340 23.4 s ro 300' 148.9 140 9.7 310 21.4 0 350' 176.7 125 8.6 300 20.7 0 r 400' 204.4 — 250 17.2 � O-W ANVIL PF-9.09 � _ Iq � r,5Z Cast Iro-,.t, Ill readeci," Fitti -pigs Class 125 (Standard) FIGURE 351 Size A B Unit Weight 90',Elbow Black NPS DN in MM in MM lbs Arg '/4 8 1/2 13 13/16 22 0.16 0.07 Ye 10 '/16 14 15/16 24 0.25 0.11 1/2 15 '1/16 17 11/8 29 0.40 0.18 '/4 20 1'/16 22 115/16 33 0.60 0.27 1 25 15/16 24 1'12 38 0.92 0.42 11/4 32 11/8 29 1'14 44 1.44 0.65 �-B 1'12 40 1'/16 33 115/16 49 1.95 0.88 2 50 1 s/16 40 21/4 57 3.13 1.42 --------- ---- ------ 2'/2 65 1"/16 47 211/16 68 4.94 2.24 'A'L 3 80 2'/16 56 31/8 79 7.21 3.27 31/2 90 2 7/16 62 3'/16 87 9.67 4.39 4 100 211/16 68 V/16 98 12.17 5.52 5 125 3 5/16 84 41/2 114 21.46 9.73 6 150 37/a 98 5'/a 130 31.33 14.21 8 200 53he 132 6s/16 167 64.56 29.28 F RE 171 AhM*eight 'G�ElbD,�w Size A B 0 Black Flange NPS DN in MM ;a--- MM lbS ka 21/2 65 11'/16 211/16 68 10.22 4.63 i-B -3�� 2'/16 56 31/8 79 13.25 6.01 -------- ----L 4 100 211/16 6 311/16 98 21.56 9.78 t 6 150 37/8 98 5'/a 130 `40,� 18.37 Morainal Pipe Sizes of 4"(100 DN)and larger have two holes tapped for stud or tap bolls. Note:See page 37 for pressure-temperature ratings. -WYANVIL PF-9,09 � + a � ' � T ' i I 4 I t , � Cast iron Threaded Fittings Class 125 (Standard) co 0 m FIGURE 358 Size A B Unit Weight Tee Bieck ix NPS DN in mm in mm Ibs k r 1/4 8 112 13 13/16 22 0.22 o.10 t'= 3/s 10 5/e 16 1 25 0.35 0.16 1/2 15 11/16 17 11/8 29 0.56 0.25 3/a 20 13/16 22 1 V16 33 0.84 0.38 .'f 1 25 15h6 24 11/2 38 1.25 0.57 1114 32 1 Va 29 1 V4 44 2.03 0.92 - 11/2 40 1'/16 33 11'/16 49 2.70 1.22 2 50 1 VI 40 21/4 57 4.23 1.92to �8--► »-B- ►1 21/2 65 113/16 47 211/16 68 6.67 3.02 E 3 80 2'/16 56 31/e 79 10.00 4.54 CA : 31/z 90 27/1e 62 3'/16 87 13.29 6.03 _ ""f 4 100 211/16 68 33/4 95 16.33 7.41 5 125 V16 84 41/z 114 27.33 12.39 29 I 6 150 37/8 98 5Va 130 40.85 18.53 n 8 200 5'/16 132 016 167 79.00 35.83 z nn FIGURE 359 o N� Tee Reducing - - -1--- _ FI Size A D D D E F Unit Weight Black NPS DN NPS DN NPS DN in mm in mm in mm in mm in mm in mm Ibs k 1/4 8 11/16 17 11/16 17 W16 22 11/8 29 1 Va 29 VA 29 0.57 0.26 1/2 15 1/2 15 'A 10 11/16 17 11/16 17 3/4 19 11/8 29 11/e 29 11/8 29 0.57 0.26 V4 20 1V16 22 13/16 22 11/16 17 1114 32 1114 32 13/16 22 0.68 0.31 1 25 1 25 1 1 25 13/16 22 016 37 17/16 37 13/8 35 1.00 0.45 1/4 8 '14 20 13/16 22 1 V1 6 24 13/16 22 Wi6 24 11/4 32 W16 24 0.79 0.36 1/2 15 1/2 15 11/16 17 11/16 17 1V16 22 13/16 22 11/8 29 11/4 32 0.64 0.29 'A 20 1V16 22 1a/16 22 13/1s 22 W16 24 1114 32 W16 24 0.75 0.34 - 'A 20 V4 8 V16 14 V16 14 7/a 22 11/1s 17 11/16 17 13/16 22 0.62 0.28 3/9 10 11/16 17 11/16 17 16/1s 24 13/16 22 1 V1 6 22 11/4 32 0.75 0.34 3/4 20 1/2 15 11/16 17 1 11/1s 17 1V16 22 13/16 22 W16 22 11/4 32 0.76 0.34 1 25 15/16 24 1 V16 24 V16 22 1 V/16 37 1 V1 e 37 Ph 35 0.99 0.45 114 8 1 25 1V16 24 1 V1 6 24 "/1s 24 11/2 38 11/4 32 11/2 38 1.08 0.49 1/2 15 11/16 17 3/4 19 15/16 24 11/4 32 13/16 22 Ph 35 0.90 0.41 1/2 15 V4 20 1 V16 22 13/16 22 15/16 24 1 Va 35 11/4 32 1'/16 37 0.91 0.41 N 1 25 1Vh6 24 15/16 24 W16 24 11/2 38 1% 35 11/2 38 1.08 0.49 a? 1/2 15 11/16 17 11/1s 17 W16 24 1 V4 32 W16 22 11/e 35 0.89 0.40 3/4 20 'A 20 1 V16 22 13/16 22 W16 24 Ph 35 W16 24 1'/16 37 1.00 0.45 1 25 1 25 1V16 24 1 V1 6 24 15116 24 11/2 38 1 1'/16 37 11/2 38 1.13 0.51 1/4 8 11/16 17 11/16 17 P/8 29 1 Va 29 11/4 32 13/a 35 1.01 0.46 € 1/2 15 11/16 17 11/16 17 1'/16 24 11/4 32 11/4 32 1% 35 1.01 0.46 1 25 'A 20 13/15 22 13/16 22 1 V1 6 24 1% 35 1V8 35 17/16 37 1.11 0.50 r 11/4 32 1 Va 29 11/8 29 15/16 24 111/16 43 111/16 43 1 s/16 40 1.49 0.68cc 11/2 40 11/4 32 11/4 32 1 25 113/16 47 1 W16 47 1 Va 41 1.84 0.83 2 50 17/16 37 1'/16 37 1 25 2 50 2 50 1 V4 44 1 2.70 1.22 Note:See page 37 for pressure-temperature ratings. Continued on next page. `J ` PF-9.09 r , CAST IRON Cast Iron. Threaded Fittings Class 125 (Standard) hBA FIGURE 367 1 -- Concentric Reducer - - - - - Size A 6 Unit Weight Black NPS DN NPS DN in mm in mm Ibs ko '14 20 '/2 15 S/e 16 1a/1e 40 0.40 0.18 1 25 /2 (Hex) 15 11/1e 17 111/1e 43 0.54 0.24 � 3/4(Hex) 20 '/1e 11 11/2 38 0.63 0.29 1/2 15 o/1e 14 P/e 41 0.84 0.38 11/4 32 3/a 20 1 25 21/a 54 0.90 0.41 1 25 15/1e 24 21/e 54 1.07 0.49 'l2 15 1/2 13 15/8 41 1.00 0.45 3/a 20 'l2 13 P/e 41 1.20 0.54 11/2 40 1 25 1/2 13 13A 44 1.50 0.68 1'/4 32 1 25 21/4 57 1.45 0.66 112 15 S/e 16 2 51 2.00 0.91 3A 20 3/4 19 2 51 1.90 0.86 2 50 1 25 3/4 19 2 51 1.83 0.83 11/4 32 1'/1e 22 21/6 54 1.78 0.81 1'/2 40 7l8 22 23/1e 56 1.98 0.90 11/2 40 3/4 19 2 51 3.10 1.41 21/2 65 2 50 1 25 2'/1e 65 2.98 1.35 3/a 20 1e/1e 24 21/2 64 4.31 1.95 3 80 2 50 1'/16 27 23/4 70 3.96 1.80 21/2 65 'She 24 213/1e 73 4.40 2.00 2 50 13/1e 30 21S/1e 75 6.50 2.95 4 100 2'/2 65 13/1e 30 31/a 79 7.78 3.53 3 80 11/1e 27 31/s 79 7.01 3.18 5 125 4 100 11/1e 27 3'/1e 84 10.48 4.75 4 100 11/e 29 37/1e 87 13.83 6.27 6 150 5 125 11/e 29 3'/1e 90 15.53 7.04 8 200 6 150 11/4 32 37/a 98 29.10 13.20 Note:See page 37 for pressure-temperature ratings. PF-9.09 0* I (j) TOLCO' �U[Q-001NIIBCO Revision 00 Component of State of Fig. 4 - Standard Pipe Clamp California OSHPD Approved 1&11LISTEI Fig. 4F - Standard Pipe Clamp Felt Lined Seismic Restraints System .FM Fig. 4PVC - Standard Pipe Clamp PVC Coated Size Range — (Fig. 4) Size 1/2" thru 30" pipe. Size Range — (Fig. 4F) Size 1/2" thru 21/2" copper tubing Material — Carbon Steel �'1+ Function — Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye �/ Rod.) Also recommended for attachment of sway bracing up to 31/2" pipe size, for larger sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration / pipe g• g• g• g `M1! and/or prevent electrolysis. Approvals — Underwriters' Laboratories Listed in the USA(UL), Canada (cUL) 1/2" .8119 ► � . and approved by Factory Mutual Engineering, 3/4" - 8". Federal Specification WW-H-171 E, Type 4, 11/2" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included ` in our Seismic Restraints Catalog approved by the State of California Office of Statewide ' Health Planning and Development (OSHPD). For additional load. spac- Fig. 4 ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — When the Fig. 4 is used as a sway brace, to ensure performance, the UL Listing requires that it must be used with otherTOLCOO brace products. Maximum Temperature — 750°F Finish — Plain Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, pipe size and finish. >4FOrder Note — When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Fig. 4PV Dimensions .Weights iviax. Design Load Lbs. Pipe For Service Temp. Approx. Size A B C D Bolt Size 650' 750°F wt./100 1/2 37/16 1/4 11/8 11/8 5/16 500 445 29 3/4 39/16 1/4 11/4 11/4 5/16 500 445 31 1 39/16 1/4 11/4 15/16 5/16 500 445 35 11/•: 43/16 3/8 13/8 111/1 6 5/16 500 445 40 —� 1'/:> 49/16 3/8 15/8 17/8 5/16 800 715 42 —� 2- 59/16 3/8 2 21/4 3/8 1040 930 93 21/2' 67/16 3/8 21/2 23/4 1/2 1040 930 126 3" 7 3/8 23/4 31/16 1/2 1040 930 141 31/2" 711/16 3/8 3I/8 33/8 1/2 1040 930 154 4 81/2 5/8 35/16 31Y16 1/2 1040 930 229 5 93/4 3/4 37/8 43/8 5/8 1040 930 261 6 115/8 3/4 47/8 51/8 3/4 1615 1440 537 8 13s/16 1 55/8 6 3/4 1615 1440 625 10 161/2 1 71/4 71/4 7/8 2490 2220 1378 12 181/2 1 81/4 81/4 7/8 2490 2220 1574 _ 14 20 11/8 9 9 7/8 2490 2220 2103 16 23 11/8 101/4 101/4 7/8 2490 2220 2314 18 257/8 11/4 111/2 111/2 1 3060 2730 3276 20 28 13/8 121/2 121/2 11/8 3060 2730 3863 24 331/2 15/6 151/4 151/4 11/4 3060 2730 5222 30 417/8 2 19 19 13/4 3500 3360 10511 "Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for 1/2%2"-380#,21/2"-395#,3"-435#,31/2"-540# OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737 0330 CUSTOMER SERVICE•800.786.5266 www.►olco.com n� �w rM � Y �� n a (2) TOLCO" www.tolco.com o�p"�n �a�em California OSHPD Approved 98 Rod Stiffener . Seismic Restraints System Fig. Rod Stiffener w/Break-off Bolt Head Function Secure channel er rod for vertical seismic bracing. to pprovals — Included in ur Seismic aints Catalog approved by the State of California Office of Statewide Pbtk Planningand Seismic Restraint Systems Guidelines FIG. 98 Finish — Electro Galvanized Note — Available in HDG finish or Stainless Steel materials, Order By — Figure number FIG. 98B Fig,99 All Thread Rod Cut to Length 1" increments Rod Max.Rec.Load Lbs. Material — Carbon Steel Size For Service Temp 1/2 1350 Note — Available in Electro-Galvanized and 5/8 21 GO HDG finish or Stainless Steel materials. 3230 m r, r07 /I—��4480 Order By — Figure number, rod diameter, rod 7/8 length and finish �^��, 1�� . All �� UU Length ' '�= - - _' _ _ _ Size Range — Secunes 30" thm11/2" rod in _ 1O' |nngtho Material — Carbon Steel Maximum Temperature -- 750^F Finish — Plain Note -- Available in E|ectno'8u|vanized and Dimensions °Weights HOG-finish or Stainless Steel materials. MmoReu.LomdLbo. Order By — Figure number, rod diameter Rod For Service Temps Approx. Size 6501F w8/1V0 and finish . 1/4 240 12 --->^ u/V roo uS 5/8 2180 84 3/4 3230 123 11/4 9500 360 11/2 13800 510 OFFICE/MANUFACTURING FACILITY^137s SAMPSON AVE ^CORONA,ox92nm^PH: 951.nzsso^FAX: o51.rnuoo �0� CUSTOMER SERVICE^mmm6.526o e iw � r N � � � _ ' n v1 ' ,r -WAOICO.Com tTOLCO" _ • Revision 12/18/2008 Fig. 200 - "Trimline" Adjustable Band Hanger C&OS LISTED Fog. 20OR (IMPOR) I. tt Adjustable Band Hangef w r Ringe Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil: Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. 1 Features — ® " B • (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipefrom abrasion. Captured design keeps adjusting A ' nut from separating with hanger. Hanger is eas- ily installed around pipe. A • (21/2" thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Fig.200 1"-2" ' Fig.200 21/2"- Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA(UL) and Canada(cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type ® -- 10. a ;1 Maximum Temperature — 650°F e Finish — Mil. Galvanized. Stainless Steel materials will j be supplied with (2) hex nuts in place of a knurl nub. '" r Order By — Figure number and pipe size Note — Figure 20OR (import) with retainer ring and A �.._- non-captured knurl nut. Fig.20OR 21/2' 8" Fig.20OR 1/2"-2' T Dimensions •Weights Pipe Rod Size Max.Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 33/a 25/a 400 12 1 1/4 3/8 8mm or 10mm 33/4 27/a 400 13 —� 11/2 3/8 8mm or 10mm 37/8 27/8 400 14 —� 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 4Ye 600 27 3 3/8 10mm 57/a 4 600 29 31/2 3/8 10mm 73/8 51/4 600 34 4 3/8 1Omm 73/a 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 m CUSTOMER SERVICE•800.786.5266 www.tolco.com q .r � r w n 1 � I (2) TOLCO' Revision1 1 1 Fig. 909 - No-Thread Swivel Sway Brace Attachment u� USL,STEO Size Range — 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of California OSHPD Approved use TOLCO Fig. 980. Seismic Restraints System Material — Carbon Steel, hardened cone point engaging screw Function — The structural component of a sway and seismic bracing system. Features — This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. No H threading of the bracing pipe is required. Open design allows for easy !�\} inspection of pipe engagement. Application Note — The Fig. 909 is used in conjunction with the A TOLCO Fig. 1000, Fig. 1001, Fig. 4 (A) or Fig. 4L pipe clamp, and joined together with bracing pipe. Sway brace assemblies are intend- ��iB ed to be installed in accordance with NFPA 13 (or TOLCO State of California OSHPD Approved Seismic Restraint Manual) and the manufacturer's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions — The Fig. 909 is the structural or transi- tional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4A, 413 or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. Dimensions •Weights Hole Size Max.Design. Max.Design Load Approx. Pipe Size A B H Load Lbs. Lbs.w/Washer Wt./100 1 6 15/8 17/32 2015 2765 91 ` Available with hole sizes to accommodate up to 3/4"fastener. Consult Factory. TOLCOO brand bracing components are desgined to be compatible ONLY with other TOLCOO brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCOO brand bracing components,in the instance that such TOLCOO brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCOO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind,including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786.5266 www.to/co.com :� �, n M a � b ODTOLCO' ■ 00. Fig. 1000 - "Fast Clamp" Sway Brace Attachment r@U1 LISTED Size Range — Pipe size to be braced: 1"thru 6" Schedule Component of State of 10 thru 40 IPS.* Pipe size used for bracing: 1" and 1 " California OSHPD Approved 1A Seismic Restraints System Schedule 40 IPS. *Additionally(UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6—8 ft. lbs. Material — Carbon Steel 7 r Function — For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace PP P Y system: Fig. 1000 is used in conjunction with a TOLCOTM i y Fig. 900 Series Fitting and joined together with bracing pipe per ° NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. I i Features — Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser vey brace. Can be used as longitudinal brace with Fig. 907. Comes �;• I ` �� assembled and individually packaged with illustrated installation instructions —sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum SF/ torque has been achieved. Installation —The Fig. 1000 is the "braced pipe" attachment, component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- Maximum Design Load ment component, Fig. 980, 910 or 909 to form a complete brat- 1"thru 4" pipe size—2015 lbs. ing assembly. Follow NFPA 13 and/or OSHPD guidelines. 6" size— 1265 lbs. To Install — Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Brace pipe can be installed on top or bottom of pipe f� �� — to be braced. Tighten hex nuts until leaf spring is flat. It is rec- ommended that the brace angle be adjusted before hex nuts are All fully tightened. � Approvals— Underwriters Laboratories Listed in the USA (UL) i and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health � Planning and Development (OSHPD). For additional load, spat- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. .'o Application Note — Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension Lateral Brace beyond the Fig. 1000 is recommended. Finish — Plain Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By— Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. TOLCO"'brand bracing components are desgmed to be compatible ONLY with other TOLCO°brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does No warrant against the failure of TOLCO°brand bracing components,in the instance that such TOLCOO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. ® OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786.5266 www.folco.com � h a 'Y 'h Not less than Wood FxNrrNq 2"nominal width Product Features (1 � No pre-drilling required. Not less than •Quick to install using the Sammy 3"nominal Nut Driver with an 18V cordless thickness(2-1/2") (depth or side wood MOW drill/driver. of vertical member) Saves time from traditional —f. Double8he•trock methods. Ceiling Reduces installation cost. Composite i Truss •Made in the U.S.A. consult truss manufacturer for recommended installation point Tre-drilling may be required for GST t r Rod Part Screw Ultimate UL Test FM Test Box Case Approvals Size Number Model I I D• •t 1/4' 8002957 GST 100 114 x 11' 210(7116'OSS) 25 125 670(314'Fly) 0 114" 8003957 GST 200 114 x 2' 1760 (Fir) 25 125 114' 8004957 GST 300 1A x 3' 2080(Fir) 25 125 31W 8006957 GST 75 1/4 x 3/4" 564 (314'Ply) 25 125 a 30 8007957 GST 10 114 x 1' 210(7/16"OSB) 300 25 125 670(3!4'Ply)3l8" 8008957 GST 20 114 x 2" 1760 (Fir) 850 1475 25 125- 318' 8068925 GST 20-SS 114 x 2" 1760(Flo 850 25 125 It 9 3/8' 8009925 GST 25-380 3/8 x 2-112" 2113 (Fir) 1500 25 125 Q 3/8' 8010957 GST 30 114 x 3" 2060 (Fir) 1500 1475 25 125 #14 Black Nut Driver 3/8' 8069925 GST 30-SS 114 x 3" 2060 (Fir) 25 125 Part#8113910 318' 8011925 GST40 1/4x4' 2180 (Fir) 25 125 �y 3/8' 8012925 GST60 114x6" 2230 (Fir) 25 125 1/2' $013925 GST 2 1/4 x 2' 1760 (Fir) 25 125 1/2' 8014925 GST 2.5-380 318 x 2.112" 2113(Fir) 25 125 _ c 2, 1/2' 8015925 GST 3 114 x 3' 2275(FI 25 125 1/2' 8016925 GST 4 114 x 4' 2180(Fir) 25 125 1/2' 8017925 GST 6 114 x 6' 2230(Flo 25 125 #14 SW Red Nut Driver -' Part#8114910 Product •Eliminates distortion of thr d. Saves time from traditional m Accommodates up to 3%'x 12 pitch roo. • educes inst ost. Allows 17°deflection from vertical. 1n .A ppr• screw URI ate t FM Test Min • K Case umber D• o.. • ' 318" 8139957 SH-GST 20 114 x 2" 1257(Fir) 1050 1475 5 125 125 Q•Q 3l8" 8141957 SH-GST 30 1/4 x 3" 1720(Fir) 1500 1475 25 �intot SPECIAL NUT DRIVER SYSTEM;The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver come contact with the material you are installing into,continue drilling until nut driver spins free-Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. 1. OHS MADE IN U.S.A ,. � r � ,. I I i t I� i 1014 UW401ti*101104 a III it1 1 Grooved E.nd Fittings. FM LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Victaulic offers a broad line of fittings in sizes through 48"/1200 mm in a variety of straight and reducing styles.Most standard fittings are cast of durable ductile iron to precise tolerances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves or shoulders to permit fast installation without field preparation. ' The grooved design permits flexibility for easy alignment These fittings are notintended for use with Victaulic couplings for plain end pipe(refer to Section 14.04 for fi ings available for plain end applications). Fittings are provided in various materials including ductile iron,steel or segmentally welded steel NO.20 TEE depending on styles and size.Fittings are painted orange enamel with a galvanized finish available as an option,contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping systems.Fittings are provided grooved or with shoulders conforming to standard steel pipe outside diameters.When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic-Flange°adapters, check disc clearance dimensions with I.D.dimension of fitting. Note:The following Victaulic fittings are VdS approved:NO.10 90'Elbow,NO.11 45'Elbow,NO.20 Tee and NO.60 Cap. qk Note:The following Victaulic fittings are LPCB approved:NO.10 90'Elbow, NO.11 45'Elbow, N0.10 ELBOW NO.12 22'/z°Elbow,NO.13 111/a°Elbow,NO.30 45'Lateral,N0.30-R Reducing Lateral,NO.100 Long Radius Elbow,NO.110 Long Radius Elbow,NO.20 Tee,NO.35 Cross,NO.60 Cap,NO.25 Reducing Tee,NO.33 True Wye,NO.50 Concentric Reducer,NO.51 Eccentric Reducer,NO.29M Tee with Threaded Branch,NO.27 Standpipe Tee,and NO.32 Tee Wye. Advanced Groove System—For 14—24"/350—600mm piping systems,Victaulic now offers the ,`. Advanced Groove System(AGS).Refer to Section 20.05 for AGS fitting details. Stainless Steel—Grooved end fittings are available in Schedule 10 Type 316 stainless steel(Schedule 5,40 and Type 304 available as an option)in various sizes.Fitting center-to-end dimensions will vary depending upon type and schedule.Refer to Section 17.04 and 17.16 for details. Aluminum—Grooved end fittings are available in aluminum alloy 356 T6,in sizes from 1—8"/25—200mm.Refer to Section 21.03 or contact Victaulic for details. AGS-ADVANCED GROOVE SYSTEM ' ALTERNATE STYLES Extra Heavy EndSeal°"ES"Fittings—EndSeal fittings are available in 2—12750—300 mm for use with"ES"grooved pipe and HP-70ES EndSeal couplings."ES"fittings are painted black for easy identification,EndSeal(and standard)fittings may be easily internally coated(by others)for severe service requirements.Always specify"ES EndSeal fittings"when ordering.See Section 07.03 for information on EndSeal fittings. Fittings Machined for Rubber or Urethane Lining(MRL)—For severe abrasive services,Victaulic fittings may be rubber or urethane lined(by others).Lining may be inside diameter/end(abrasion resistance)or wrap-around(corrosion and/or abrasion)machined.Refer to Section 25.03 or contact 141 Victaulic for specific details. Note:Fittings are available with a variety of coatings upon request such as hot dip galvanized,epoxy, glass lined and others. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICta`I�J�1 L'i� ;?EV ! 07,01 1 AF CARBON STEEL PIPE-GROOVED FITIIN S 07.01 Grooved End Rifings MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. `., • Or:Segmentally welded steel as shown under nipples Nipples:(adapter,swaged&hose) • 3/4—4'720—100 mm:Carbon steel, Schedule 40,conforming to ASTM A-53,Type F • 5—61125-150 mm:Carbon steel,Schedule 40, conforming to ASTM A-53,Type E or S,Gr. B • 8—127200—300 mm:Carbon steel,Schedule 30 or 40,conforming to ASTM A-53,Type E or S,Gr.B Flanged Adapter Nipples:(Nipple—see above) • Class 125 Flange:Cast iron conforming to ANSI B-16.1 • Class 150 Flange:Carbon steel conforming to ANSI B-16.5,raised or flat face • Class 300 Flange:Carbon steel conforming to ANSI B-16.5,raised or flat face Fitting Coatings:Orange enamel • Optional: Hot dip galvanized and others.Some fittings supplied electroplated as standard—see product specifications. Flanged Adapter Nipple Coating: None(Unfinished) • Optional: Orange enamel, hot dip galvanized and others. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. /Ctaul iC 07,01_2 ,. --- - - - - - -- .r�- _ " � r CARBOri STEEL.PIPE-GROOVED FTTINGS 07.01 FLOW DATA The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe.Fittings not listed can be estimated from the data given,for example,a 22'h°0bow is (Frictional Resistance) approximate one-half the resistance of a 450 elbow.Values of mid-sizes can be fnterpotated. 1 1.315 1.7 0.8 _ 4.2 1.7 25 .� 33.7 1 0.5 - f 0.2 ! 1.3 1 0.5 2 2.375 1 3.5 2.5 1 1.8 1.1 83 3.5 _ 50_ 60.3 1.1 0._8 0.5 _ 0.3 2.6 _ 1.1__ 3.000 I y14.3 _ Zl _ 10.8 4.3 76.1 m m 76.1 { 1.3 _ ? 0.7 ! 3.3 I 1.3 d 3.500 5.0 I 3.8 ' 2.6 1.6 13.0 5.0 80 88.9 1.5 1.2 I 0.8 0.5 4.0 _ _ 1.5 4.250 6.4 _ i 3.2 _ 15.3 6.4 108.0 mm 108.0 ZO I 1 0.9 4.7 _ 2.0 4 4.500 6.8 5.0 3A 2.1 16.0 6.8 -100 114.3 2.1 I 1.5 I 1.0 0.6 i 4.9 2.1 ^133.0 mm 5.250 8.1 ; .... f 4 1 _ I 20.0 8.1 133.0 2.5 1...__ 1.2 ' 62 2.5 139.7 mm 5.500 8.5 _ 4.2 1 _ 1 21.0 8.5 -... _ 139.7 i 2.6 1.3 1 6.4 2.6 5 5.563 I 8.5 _ 4.2 I _ 21.0 85 125 _ _141.3 2.6_ _ __ 1.3 _ 6.4 _ 26 `159.0 mm 6.250 ' 9.4 _ - 4.9---� _ �i 25.0 96 _ 159.0 I 2.9 1 1.5 I #r- 7.6 29 165.1 mm 6.500 I 9.6 _ 5.0 _ I 25.0 10.0 165.1 _ , 2.9 I 1.5 _ _I, Z6_ 3.0 6 6.625 10.0 7.5 5.0 3A j 25D 10.0 150 _ 168.3 3.0 2.3 1.5 0.9 76 3.0 8 8.625 13.0 9.8 6.5 4.0 33.0 13.0 _200 219.1 _4.0 _ 3.0 20 1.2 10.1 4.0 10 10.750 1 17.0 120 I 8.3 5.0 41.0 17.0 _ 250 _ 273.0_ I 5.2 _ 37 _i _-. 2.5 1.5 12.5 _5.2_ 12T 12.750 20.0 145 t! 10.0 6.0 50.0 20.0 _ 300_ _ 3_23.9 6.1 4.4 i 30 I 1.8 15.2 6.1 14 14.000 i 24.5§ 1 158 18 5§ 11,0 700 23.0 ._350 __355.6 _ 7.5 4.8 5.6 3A 21.3 7.0 16 16.000 28.0§_ 18.0 1 21.0§ 13.0 80.0 27.0 400 406.4 I 8.5 I 5.5 t 6A 4.0 24.4 8.2 18 1&000 31.0§ 20.0 23.5§ 14.0 90.0 I 30.0 450 _ 457.0 9.5 6.1 _ 7.2 4.3 27.4 9.1 20 20.000 I 34.0§ + 22.5 25S§ 160 10Q0 33.0 800 508.0 10.4 _ 6.9 7.8 49 30.5 10.1 24 24.000 42.0§ ! 27.0 29S§ 19.0 1200 40.0 600 610.0 12.8 i 8.2 9A 5.8 36.6 12.2 _._26 26.000 t 28.0 1 20.5 130.0 43.0 650 660.4 8.5 6.3 39.6 13.1 -5- 30 30.000 (^ 34.0 24.0 150.0 50.0 750 1 762.0_ !f I 10.4 8 7.3 45.7 15.2 36 36.000 a+ 40.5 I A 28.5 1800 60.0 _90_0 _ _914.0_ 12.3 8.7_ 54.9 183 _ 42 42.000 , M 47.0 - - r--- 33.0 - i_- 2100 70.0 1050 1067.0 I 14.3 10.1 64.6 213 #Contact Victaulic for details. N For use on cut grooved systems only.For roll grooved systems,Victaulic offers the Advanced Groove System(AGS).For pricing and availability of cut groove fittings in this size,contact your nearest Victaulic sales office. §Fitting flow data for 14-247350-600 mm size NO.10 and NO.11 Elbows is based on fittings for Style 07 ~ and 77 couplings.For flow data on AGS fittings(NO.W10 and NO.W11 Elbows),refer to submittal 20.05. Note:All fittings are ductile iron unless otherwise noted with an"sw"or"s':SW=Segmentally Welded. S=Carbon Steel www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 20G9 VICTAULIC COMPANY.ALL RIGHTS RESERVED. r. �, 3� y I ,, 1 II CARBON S 1 LEL PIPE-GROOVED Fi 1 t iNGS 07.01 End DIMENSIONS Elbows NO. 10 90'Elbow un 12 223n.Elbow h-CtoE7 N-, CtoE EtoE NO. 110 Lefig Radius I' � i C to E CtoE� ONO - t- Ctoto E � IjNO.10 NO.11 . 2 NO.13 NO.100 NO.110 737/41 1050 2.25 O5 150 5 163s _w 138 sw 20 i.-- 26.9 1 57 0.2 38 j 41 i 35 1 1.315 1 2.25 0.6 1.75 1 0.6 3.25 @ 0,6 I 1.38 sw 0.3 _ 25 _ E 3_3.7 1-.57 0,3 44 _ 0.3_ 83 0.3___35 0.1 Va 1 1-660 1 2.75 1.0 1,75 0.9 75 0-8 1.38 sw I 0.5 32 4Z4 70 0.5 44 0.4 ` 0.4 I 35 0. _2 - - -1 1 1/2I 1.900 1 2.75 1.2 1.75 r •0.9 1.75 0,8 1.38 sw 0.5 40 48.3 70 0.5 44 I 0_4 If 44 0.4 `! _35 0.2 - - 2 _-2.375 i 3.25 ' 1.8- - --2.00 1.3 3.75 @ -1.4 1.38 10 4, 2.5 2.75 I 1.8 50 _ 60.3 ( 8.3 0.8 51 _0.6 _ 95 _ 35_ 0.5 1 - It , 70 0.8 2%x 2.875 ( 3.75 3,2 ' 2.25 2.2 4.00@ 23 1.50 I,I 5.13 3.4 '---3.00v--� 2.8 _ 65 _ 73.0 95 1.5 I 57 LO _ 102 : 1.0 38 0_.5 130 1.5 76 1.3 76.1 mm 3.000 3.75 3.7 2.25 3A 2.24 I 1.50 _ � 76.1 95 1.7 _ 57 LS _ _57 - - - 3 3.500 4.25 4.5 2.50 3.1 4.50 @ 3.1 I 1.50 2.1 5,88 6.0 338 4.9 80 88.9 108 2.0 64 1A 1_ 114 1.4 38 1.0 149 2.7 86 2.2 31/2 4,000 4,50 5.6 2.75 4.3 2.50 sw 4.0 1.75 2.7 90 1016 114 - 2.5 70 2.0 _ 64_ 1.8 - - - 4- 4.500 5.00 7.1 3.00 S.6 2.88 ! 5.6 1.75 3.6 7.50 -- -12.3 4,00 7.3 _ �100_ i 1143 127 3.2 76 2.5 73 ! 2.5 44 1.6 191 5.6 102 3.3 108.0mm 4.110 5.00 ILO 3,00 -5.1 It _ - 1080 127 So 76 2.5 - - - 4 Y2 1 5-000 5,25 sw 10.0 3.13 sw 6.0 350 6.6 188 sw 42 _ 120 12ZO 133 4.5 79 2.7 89 30 48 1.9 - 5 5.563 5.50 117 �3.25 8.3 2.881 7.8 )00sw 5.0 182 148 125_ 141.3 1 140 5 t.3 83 3.8 1 7 l 3.5 ! Sl 2.2 3 + 133.0 mm 5.250 5.50 11.7 3.25 83 __133.0 A 140 5.3 83 3.8 _ 5b00 1 5.50 11.7 3.25 8.3 2,87 ]I _ 200 139.7 mm_ 1390 ! 140 53 83 3 1 73 f i 51 - 6 6.625 7 6.50 17.2 3.50 0.8 6.250 1 12.2 ' 7.00 7.0 10.75 30A 5. 17.4 150 168.3 165 Z8 _89 _ L9 1S9 `_ 5.5 I 51 3.2 273 13.8 140 7.9 159.0 mm 6.25 18.6 3.50 10.8 159 0 6.50 I 0 1 165 _ j 8.4 4.9 165.1 mm 6,500 6.50 15.5 .50 9.8 ` 3.13 11.4 I 2.00 7.4 10.75 290 550 19� 165.1 165 ZO 89 4.4 i 79 5.2 51 3.4 273 132 140 86 Note:All fittings are ductile iron unless otherwise noted with an"sw"or"s".SW=Segmentally Welded.S=Carbon Steel www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICtauhcC 07,014 REY M ,�� s . ,, r I P.RDONI STD:):{. PIP -M70c.-V 4 07.01 Grooved Eod Fittings Tees, Crosses and True Wyes -CtoE NO. 20 Tee r C to E-1 C to a C to N0 359SS `! `GE NG.33-� - + - J s � I�P.30Ct#-$tdliCH tE C� C i o TE NO.20 NO 35 NO.33 NO.29M Cr-�(,w) True Tee with Tfireaded Branch �isl�I�.�.ttfilr t ,''` .r1 •. j.,` 'r,p;'•I v, F ` 3/ L050 US 0.6 2.25 09 I 2.25 2.25 0.6 20 ' 269 57 0.3 57 0.4 57 ! 57 0.3 1 1.315 2.25 1.0 2.25 1.3 2.25 2.25 1 1.1 2.25 2.2 1.0 25 33.7 57 05 57 57 57 1.5 57 I 0.5 1'/4 1.660 2.75 1-5 2.75 2.1 2.75 2.50 1.5 2.75 2.75 1.5 32 42.4 70 0.7 70 1.0 ( 70 64 0.7 70 70 0.7 11/2 1.90o i 2.75 20 2.75 zs 2.75 2.75 1.8 2.75 2.75 zo - 40 _ 48.3 t_ 70 09 70 1,1 i 70 70 0.8 70 1 70 0.9 2 2.375 1 3.25 3.0 3.25 , 3.8 I ,25 ! 2.75 2.5 1 I 4.25 - � 3.00 50 60.3 83 IA 83 1.7 _ 70 � _ 1,1 108_ __1.4 -•2%2 2.875 3.75 4-3 3.75 6,1 �. 3.75 3.00 4.3 j 3.75 ( 3.75 4.3-- 65 73.0 95 2.0 95 2.8 95 76 2.0 95 95 210 76.1 mm 3.000 375 5.2 _ _ _ _ _ 3.75 375 I 5.2(sw) 76.1 _ 95 2.4 ' _95 95_ _` _ 2.4 3 3,500 I 4,25 6.8 4.25 10.5 4.25 .25 6. 4.25 6.00 6.8 80 _ 88.9 _ I 108 3.0 108 4.8 _ _ 108 108_ 152 _ 3,1_ 31 r4.000 4.50(sw) 79- - ---4.50 11.5 4.50 3�i5 9.6 4.50 450-� 7,9(sw) h 90 101.6 114 3.6 114 5.2 __ 114 _ �. 89 4A -�--114 114 I 73.6 4.250 500 15.5 108.0 127 7.0 - _ 5.00 ( 5.00 1 15.5 lO6.Omm - I - 1 _ 7.0 ..1_._ -.. 12 4 4.500 5.00 11.9 5.00 153 5.00 _ 'nn 5.00~ 7.25 11.9 100 114.3 127 5.4 127 7.2. I 127 127 "4 - - SA. ~•4'72 5.000 '5.25(sw) 15.0 525 185 5.25 ' 5,25 ` 15.0(sw) A 120_ 127.0 1 133 6$ 133 84 - 133 133_ j._,__6'8- 133.Omm 5.250 1 5.50 178 _ 5.50 I 5.50 17.8 133.0 140 _ 81 _ 140 I 140 1 8.1 1397mm 5.500 5.50 178 _ _ 50 5.50 i &8 1397 140 8.1 _I4 1 140 I w 5 5.563 5.50 17.8 550 200 550 4.00 t 15.0 1 S. 5.50 I 17.8(sw) 125 141.3 140 81 140 91 140 102 6.8 I40 140_ _ 8.1 159.Omm 6. 6.50 27.1 250 I I 6.50 6.50 i 27.1 -- -_ _ 159.0 ' 165 123 __ 165 165 113 6.500 w 6.50 220 650 18 _ _ _ 6,50 •50 22.0 165.1 mm- _165.1 '( 165 100 165 ..7 1 - - - _ 165 1 10,o 6 6.625 +�6.50 257 6.50 280 6.50 4.50 i 22.3 &SO 6,50 25.7(sw) 150 _ 168.3 _I _ 165 _ 11.7 165 12.7 165 114 _ 10.1 _ _ 165 165 11.7 8 8.625 I 7.75 476 775 480 7.75 6.00 36.0 775 775 47.6(sw) 200 219.1.. 197 --21.6 197 21.8 197 152_ 16.3 197 197 21.6 10 10,750 1 9.00~1 99.0 9. 121.5 9JD0 6.50 •_�^ •�69.9 •---9.00 9.00 0 250 _273.0_ 4 229 44.9 _ _ _ '_ 55.1 _ 229 15_5 _ _1 31.7 1 _ 229 229 3 12 12.750 10.00 1310 10.00 110.0 10.00 7.00 80.0 10.00 10.00 99.0 300 323.9 254 603 254 49.9 254 178 36.3 254 254 44.9 Note:All fittings are ductile iron unless otherwise noted with an"sw"or"s".SW=Segmentally Welded.S=Carbon Steel www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. Ictalull♦r� C07.01_0 n�� i i ,' Ii Y i CAPBON STEFL PIPE-GROOVED Flln-.NGS 07.01 Gro-aved End Fit"Iding- S Cap NO. 60 It NO.60 No,60 Size C.1p % -11-5 Nn v cj 7A 1-05o 0.88 6625 1.00 61 20 26.9 22 01 150 1683 25 28 1 1.315 I 0.88 03 8 8.625 1.19 13.1 2 33.7 i 22 01 200 9.1 3 59 I Y4 1.660 i 088 03 10 IOX 25 21.0 32 42.4 22 01 250 273.0 32 95 1.900 088 0,5 12 12750 1.25 35.6 48.3 22 0,2 300 3239 32 16.2 2 2.375 0.88 0,6 14 ft(s) 14000 9.50 50 603 22 03 -350'-- 355 241 21/2 2.875 0.88 1'0 16#(s) I 10. 65 73.0 f 22 0,5 400 406A 254 761 min 3000 0.88 1.2 18#(s) 18000 11.00 22 0.5 450 45ZO- 279 oo --- T 3 3.500 0.8 1.2 O g(,). 20-000 1200 80 . ......1 88.9 2! 0.5 5 00 508.0 305 31/2 4.000 0.88 8?8 2.5 24 24.000 13SO -90- 101.6 22 1.1 610.0 343 4.250 2.3 108.Omm 1.00 14-24 108.0 25 1.0 Z 50-600 .4,08' For AGS 110ing Information,see publication 2��\ 4 4.500 1.00 2,5 1 .100 11.1.3 5 1.1 IMPORTANT NOTES: 133.0-m 5. 250 1,110 4*5 Steel 1i,1 cap,available through 217600mrn,contact Victaulic. 133.0 0 25 i 2.0 No.60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. 139.7mm 5.500 1.00 4.5 No.61 bull plugs should be used,see pg.35. - -- 139.7 1.00'25 2..0 5 5.563 #For use on cut grooved systems only.For roll grooved systems,Victaulic 46 125 25 1 2.1 offers the Advanced Groove System(AGS).For pricing and availability of cut T 6.250 1.00 6.8 - groove fittings in this size,contact your nearest Victaulic sales office. 159.Omm 159.0 3.1 Note:All fittings are ductile iron unless otherwise noted with an'sw"or"s". -- .6.500 1.00 7.3 SW=Segmentally Welded.S=Carbon Steel 165.1 mm 165A 25 I 3.3 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. \Atauli& REV-111 ;;' �. �� v� '' i., ' .� e iror-wed End Fittings INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing.Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www,victaulic.com. ' WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. UPDATED 1012009 07.01 1449 REV M eCt`31U�IC` VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2009 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 07.01 , M1 b, � y�Y qj �.yq, }(( ",{y� V FM L � seePnol sd ndp 4roved, I' Fu4 Lo e.ORD K • S,i �:►�5� i df O U C 1' J VdS page ! S7 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 005 WITH VIC-PLLISTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock°Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems.Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket.This PATENTED reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire Vick=£'r,r:`: protection systems. co:k,r System Vic-Plus'rm Gasket System: In North America, Victaulic°offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested.The Vic-PIUSTM System(patented) is dry,clean,and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook(1-100)for supplemental lubrication requirements and dry pipe fire protection system notes. Exaggerated for clarity LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure—oi Related Pressure—n1i Related Working Pressure—psi U,L1 I'll 5 1%-3!_ 175 175 175 EL 1 i<-z 300 N/A WA MT 1 v.-2 300 WA N/A ' 1 A-4� 350 350 350 ET 1'/a-2 300 N/A N/A STF 1'/4-4 N/A N/A 300 10,40 5-8 300 300 300 EZ 4-6 30OU N/A 300 Steady I Y4-2 N/A N/A 300 Thd BLT 1 Y.-2 300 300 N/A FF 1 Y4-4 N/A WA 300 Tr 3-8 N/A N/A 300 DF IV-4 300 300 300 GAL-7 1 V.-2 300 N/A N/A WLS 1'A-2 300 300 N/A DT I%-2 300 300 N/A MLT <1'A-2 300 N/A WA I XL I'G-3 300 300 300 EF IV-4 115(4 N/A 175 1 MF 11A-4 300 N/A 300' "FM approved for service in 1'/2-4"pipe. It UL Listed for service up to 4"pipe only, @ UL Listed for service up to 3"only. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. /Ote-4llc® REV-1 r1 1 � M • 'PS CAR BON STUA PI - FIDE PPOTECTION PRODNIICTS 10.02 STYLE 005 WITH VIC-PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) DIMENSIONS I ,-TM AA Aw x 1'/4 I 1,660 350 r 755 0.05 2.75 4.50 1.88 12 9 2-'/Bx2Y 32 42.4 __ 2413 3370 1.2 _ 70 114 148 0.5 1 Yz 1.900� 350 990 0.05 3.00 4.75 1.88 1.2 2-3/ax2'/4 I 40 1 48.3 2413 1 4415 1.2 76 121 148 0.5 Rated for wet and dry sprinkler systems at ' 2.375 350 1550 0,07 3.50 5.25 1.88 1.6 350 psi/2413 kPa for 1'/4-4732-100mm ( 60.3 2413 6900 1.7 2-,/e x 2 1/z 89 133 148 0.7 sizes and 3OO psi/2068 kPa for 4'/4-87108 21/2 �2.815 350 1 2270 0.07 4.00 5.75 i 1.88 19 -200 mm sizes;Schedule 10 roll grooved or 65 73.0 �_2413 10110 1.7 2 3/x 2/2 102 146 148 .09 Schedule 40 cut or roll grooved steel pipe. 3.000 350 2475 0.07 4.13 SJS 1.88 1.9 Style 005 is rigid and does not accommodate 76,1 mm 2-3/x 2'/2 expansion,contraction or angular deflection. 76.1 2413 11010 1.7 105 146 148 0.9 3 i 3,500 1 350 3365 0.07 2_%x 2 y2 4.63 6,13 188 2.1 8o 88.9 2413 _ 14985 1.7 118 156 148 1.0 4 1 4.500 350 5565 0.16 2_%x 2 Vz 5.75 7.25 2 13 3.1 100 114.3 _ 2413 24770 4.1 _ 146 184 54 1.4 108.0mm I 4.250 300 4255 0.16 1 5.63 Z25 2.13 3.1 2-3/e x 2'/z 106.0 2068 18940 4.1 f 143 184 54 _1.4 S 1 5.563 300 7290 1 0.16 6.88 9.00 2.13 ( 4.5 � 125 141.3 2068 32445 4.1 2-'Ix3 175 229 54 �_ 2.0 133.Omm 5.250 300 1 6495 0.16 6.63 9.00 2.13 4,5 133.0_ 2068 28900 4.1 2-Y2x2 N4_ 166 229 54 _ 2.0 139.7mm 5.500 300 7125 0.16 2-Yzx23/4 A 6.88 9.00 2.13 4.8 ) - _ 139.7_ 2068_ 31715 I{ 4.1 _ 175 229 54 I 2.2 6 1 6.625 300 10340 1 0.16 2_/z x 3 8.00 10.00 213 5.0 150 1 168.3 r 2068 46020 41 203 254 53 2.3 159.0mm 6.250 Iv 300 9200-I 0,16 ^7.63 10.00 2.13 5.5 x 1 159,0 2068 _40955 41 2-'/2 23/4 194 254 54 2.5 165.1 mm 6500 300 9955 0.16 2-'/zx3 8.15 10.00 2.13 5.5 1651 rr_2068 44295 4.1 _ 207 254 54 2.5 8 8-625 300 j 17525 0.19 2_s/a x 4'/4 1 10.50 13.14 2.63 11.3 200 219.1 2068 78000 1 4.8 • 267 334 67 5.1 Working Pressureand End Loadaretotal,from all internal and external loads,used on standard weight(ANSI) steel pipe,standard roll or cut grooved in accordance with Victaulle specifications.Contact Victaulic for perfor- mance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1 1/2 times the figures shown. t The allowable pipe separation dimension shown Is for system layout purposes only.Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments.Metric thread size bolts are available(color coded gold)for.all coupling sizesupop request.Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar/175 psi. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA_ tCtau IIC 1C.:r2 2 �, . , _ I I I d •; .WS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.02 Fl"' ffigvid Coupling STYLE 005 WITH VIC-PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Housing Coating: Orange enamel(North America); red enamel(Europe) • Optional: Hot dipped galvanized Gasket: • Grade"E"EPDM—Type A Vic-Plus"Gasket System A (Violet color code), Fire Lock products have been Listed by Underwriters Laboratories Inc.and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services up to the rated working pressure using the Grade"E"Type A Vic-Plus"Gasket System, requiring no field lubrication for most installation conditions. • Grade"L"Silicone Recommended for dry heat,air without hydrocarbons to+3507 and certain chemical services. For dry services,Victaulic continues to recommend the use of Grade"E"Type A FlushSeal®Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to—40°F/-40°C. Based on "typical" pipe surface conditions,supplemental lubricant is recommended for services installed below 06F/-180C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water.Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams.Victaulic continues to recommend the use of FlushSeal gaskets for dry services. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.®2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. X04taulacr REV_I 10.SC3_3 �1'1 491�11143101:9 N;J I;J 4M a I:1 9:010)�1;J:4]011164 N 1-irel-of"Ico Rigid Coupling STYLE 005 WITH VIC-PLUSTm GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. III IIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII WCAS-697KR4 For complete contact information,visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 Ct`dl.1�IC'i VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY,0 2006 VICTAULIC COMPANY.ALL RIGHTS RESERVED.PRINTED IN THE USA. emu// 10.02 'k� II r ^ M� E '+ n I f Rigi� Cou-, SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009N The Fire Lock EZ Style 009N coupling is a rigid, installation-ready coupling for fire protection pipe joining.The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT "i, Fire Lock EZ Style 009N couplings are recommended for use ONLY on fire protection systems, PATENTED LISTINGS/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe 175 365 365 365 365 32 1206 2517 2517 2517 2S17 lyi 17S 365 365 365 365 1206 2517 2517 2517 2SI7 > 2 175 365 365 36S 365 SO 1206 2517 2517 2517 2S17 21h N/A 365 365 365 365 65 2517 2517 2517 2517 76 1 mm N/A 365 365 365 36S 2517 2517 2517 2517 3 N/A 365 365 365 365 80 2517 2517 2517 2517 108 mm Refer to Submittal 10,61 4 N/A 36S 365 365 365 100 2517 2517 2517 2517 133 mm Refer to Submittal 10.61 1397 mm Refer to Submittal 10.61 1651 mm Refer to Submittal 10.61 6 Refer to Submittal 10.61 ISO Listed/Approved for wet and dry pipe systems I>—40'F/-40'Q for continuous use in freezing conditions, use of silicone gaskets is recommended. Please refer to the Victaulic Installation Manual(1-009N/009H)for details concerning when supplemental lubrication is required. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect_ Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. xl.ctaullcr •� 1 S ^ �� a • €"'S CARBON STEEL PIPE:--HPIE Prct;TEC:t'€ON r"s'?ODUIC-('S 10.64 t STYLE 009N LISTINGS/APPROVALS Speciality Pipe," ea 1 1A-2 300 300 E_ ` 1'/4-2 300 300 MT 1'144-2 300 300 2068 2068 1068 2068 2068 2068 DF 1 n 300 300 FF 1'/<-4 300 300 MLT 1'/e-2 N/A 300 'ti- It 2068 2068 � 7068 1 2068 2068 OT 1'/4-2 300 300 FLF 1 A-4 N/A 300 ST 1'/4-2 N/A 300 2068 2068 2068 I 2068 175 175 300 300 Ef 1%-4 FIT 1Y4-2 NIA STF 1'/4-4 N/A 1ZU6 1206 2068 _ 106R 300 300 300 300EL 1'/4-2 2068 2068 FLTL I 1'/4-2 N/A 2068 TF 12%4-4 N/A 2068 ET40 I'A-2 300 300 GL I 1%-2 310 300 WLS ! I A-2 300 300 _ 2068 2068 _! 2068 2068 2068 2068 -EZF 3 4 300 300 MF 1%4-4 300 300 WST 1'/4-2 N/A 175 2068 2068 2068 2068 1206 XL 1'/4-2 300 300 2068 2068 STYLE 009N DIMENSIONS Max,. Max.. IpAllow.d x 1%4 1,660 365 790 010 2 -'/e x 2 3.10 1 4,90 ` 2.70 4.90 1.92 1.4 32 414 2517 3514 2.54 -M10 x 2 79 124 69 124 49 0.7 >1'/2 1.400 365 1035 010 i 2 -%x 2 3.30 5.10 3.00 5.10 L92 1,5 40 48.3 2517 4604 254 -MI0 x 2 84 129 76 129 49 _0.7 STYLE 009N PRE-ASSEMBLED 2 2375 365 1616 0.12 2-'/x 2 3.90 5.60 3.50 5.60 195 119 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 -M_lO x 2 99 142 89 142 50 _ 0.9_ 2'/2 2-875 365 2370 0.12 2 -A x 2'/2 4.50 610 400 6.10 1.95 2.1 t� Y -►I Imo.Z 65 _ 73.0 2517 10542 3,05 -MID x2'h 114 155 102 155 50 1.0 76.1 mm 3.000 365 2580 012 1-3A x 2%2 456 600 4,05 606 1.94 2.1 76.1 2517 11476 305 -M10x1'/2 1157 15ZS - 1028 153.9 49,2 1.0_ x l 3 I 3.500 365 3512 012 2-'/e x 2'/2 5.10 670 4.60 6,70 1.95 2.3 80 I 88.9 2517 15622 3.05 -MIOx2'h 129 170 117 110 50 1.0 108 mm Refer to Submittal 10.61 STYLE 009N JOINT ASSEMBLED 4 4.500 365 5805 0.17 2 -A x 2'/2 5.95 7.80 5.54 7.47 2.14 2.9 f00 1143 2517 25822 4.32 Ml O x 2 y2 151 199 141 190 55 13 I"mm Refer to Submittal 10.61 139.7 mm1 _ - Refer to Submittal 10.61 165,1 mm Refer to Submittal 10.61 6 Refer to Submittal 10.61 150 Working Pressure and End Load are total,from all internal and external loads,based on standard weight (ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1'/z times the figures shown in the chart on page 1,specific to pipe schedule and size. t The allowable pipe separation dimension shown is for system layout purposes only.Fire Lock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. Number of bolts required equals number of housing segments. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY,0 2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICtauliic' Ir�f r 1 Ii ti� ti 11' q 11 F70 Rigid Coupling STYLE 009N MATERIAL SPECIFICATIONS Housing:Ductile iron conforming to ASTM A-536,grade 65-45-12.Ductile iron conforming to ASTM A-395,grade 65-45-15, is"available upon special request. Housing Coating: • Orange enamel(North America,Asia Pacific) • Red enamel(Europe) • Optional:Hot dipped galvanized Gasket: • Grade"E"EPDM(Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc.,Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop.For FireLock EZ Style 009N couplings, use FireLock No.006 end caps containing the"EZ" marking on the inside face or No.60 end caps con- taining the"QV EZ"marking on the inside face. Nan-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling.There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade"E"Type A gaskets.These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop,that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems.It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION See publication: 1-009N/009H. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.64 7072 REV B UPDATED 02/2013 �CtaI.J�IC� VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2013 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10,1,4 �n � �r r � GLI 75G AMES GL UW Bzmm, BEronze Butterfly Valves Grooved End,Sizes : FIRE SPRINKLER CORPORATION 2"and �� Specifications Working Pressure : 175 PSI (12.5 Bars) Max. Test Pressure : 350 PSI (25.0 Bars) Max. Working Temp : 250°F (120°C) Factory installed UL Listed Double Tamper �f Switch For Indoor and Outdoor Use. Materials of Primary Components Body: ASTM B-505 Disc : ASTM B-584 EPDM Encapsulated Upper Stem ASTM A-564 Type XM 12 Lower Stem : ASTM A-564 Type XM 12 Gear Housing, Cover : ASTM A-619 Hand Wheel ASTM A-619 Flag Indicator : ASTM B-16 York Mechanism ASTM A-283 Stem Bushing : ASTM B-16 Conduit Connector : ASTM A-307 0-Rings (All) : EPDM Grade "E" Cover Gasket : N B R Approvals NYC - DOB MEA Approved 155-06-E UL, ULC Listed FM Approved 4.02 (102.0) 2.3a °pf4. 0 C I--3.72 (94.5) F.----g DIMENSION UNIT:IN(mm) SIZE A B c Part No. —� 2" 1.96(49) 4.56 (114) 3.62 (90.5) 311765-G 2 '/z" 2.18 (54.5) 4.56 (114) 3.82 (95.5) 311775-G FEBRUARY2010 Page3 BULLETIN BUTTERFLY REV#4 .., - I t[�CD Fire & Building Products Technical Services: Tel:(800)381-9312/Fax:(800)791-5500 Model 513 (13) Riser Manifold 1-1/2 thru S Inch (DN40 thru DN 150) For NFPA 13 Sprinkler Systems General Technical Description Data The Figure 513 (13) Riser Manifolds Approvals f described in this technical data sheet The Figure 513 (13) Riser Manifolds provide the necessary waterflow with a cover tamper switch for the wa- , alarm, pressure gauge, alarm test or!- terflow alarm switch are UL Listed, fice, drain, and sight glass equipment ULC Listed, and FM Approved. in a single assembly for use in NFPA a^ ; 13 sprinkler systems as follows: The Figure 513 (13) Riser Manifolds * without a cover tamper switch for the ! 1 NFPA 13 waterflow alarm switch are UL Listed • 1-1/2 Inch (DN40) and FM Approved. Male Thread x Female Thread Maximum Working Pressure • 1-1/2 thru 6 Inch(DN40 thru DN150) 175 psi (12,1 bar) Groove x Groove Test Orifice 5.6K(80K) *Although the Riser Manifold described in Assembly this data sheet is intended for NFPA 13 nections and/or listed mechanical sprinkler systems, it may be used for NFPA The manifold body of the Figure 513 is grooved connections, as applicable 13D or 13R residential sprinkler systems, ductile iron, whereas the manifold where a test orifice of 5 6K(80K)is accept- body of the Figure 13 is cast iron. The Step 2. Connect the drain line, and able. two assemblies are completely inter- then close the drain valve. changeable in function, application, Step 3. Refer to Figure 3 for wiring The variety of sizes and grooved end and end-to-end laying length. guidance. All wiring must be per- connections allow cost effective and Finish formed in accordance with the Author- easy transition to check valves,control Red painted. ity Having Jurisdiction and/or the Na- valves, and system piping. The Riser tional Electrical Code. Manifolds may be installed in either the Step 4. Refer to Figure 4 for optional horizontal(flow switch on top)or verti- Installation relief valve. cal (flow going up) for both single sprinkler rises and floor control in high The Riser Manifolds may be installed Step 5.Place the system in service by rises. in either the horizontal (flow switch on filling the system with water.When fill- top) or vertical (flow going up). The ing the system, partially open the con- WARNING inlet of the Riser Manifold may be di- trol valve to slowly fill the system. Fill- The Riser Manifolds described herein rectly connected to a shut-off control ing the system slowly will help avoid must be installed and maintained in valve. damaging the waterflow alarm switch. compliance with this document, as After the system is fully pressurized, well as with the applicable standards NOTES completely open the control valve. of the National Fire Protection Asso- Where applicable pipe thread sealant ciation, in addition to the standards of is to be applied sparingly. Use of a Step 6. Secure all supply valves any other authorities having jurisdic- non-hardening pipe thread sealant is open. tion. Failure to do so may impair the recommended. performance of these devices. Never remove any piping component The owner is responsible for maintain- nor correct or modify any piping defi- ing their fire protection system and de- ciencies without first depressurizing vices in proper operating condition. and draining the system. The installing contractor or sprinkler Step 1. Install the manifold body with manufacturer should be contacted the flow arrow pointing in the down- with any questions. stream position using threaded con- Page 1 of 6 APRIL, 2006 TFP962 1• f Page 2 of 6 TFP962 NO. DESCRIPTION QTY. PIN 1 1-1/2"Manifold Body, Male x Female NPT..... 1 N/A NOTES: Groove x Groove....... 1 N/A 1. Approximate weight,11.2 lbs.(5,1 kg). 2 Waterflow Alarm Switch: 2. ULC Listed Manifolds are equipped with VSR-SF with Paddle, Cover Tamper Switches installed internal UL/FM ............... 1 971-096-00 to the Walerflow Alarm Switches. VSR-SF with Paddle and 3. CH:Common Hardware Cover Tamper Switch, ULC/FM....—-..-.... 1 976-519-02 300 psi/2000 kPa Water Pressure Gauge -. 1 2341 3 1 � db 10"(254,0 mm) D Q 14-1/4" Male x Female NPT, QP (362,0 mm) Groove x Groove Manifolds g Inspector's Test o 11-1/8"(282.6 mm) F Male x Male NPT &Drain Valve Drain Valve Manifolds (Normally set (Normally to"Drain") Closed) 1 2 i 5-3/16" _ 3-1/2" NPT 1` r—(131,8 mm)—� (88,9 mm) ( .1 mm) 6-1/8" _ (155,6 mm) 12-5/8" (320,7 mm) FIGURE 1 1-1121NCH(DN40)RISER MANIFOLD ASSEMBLYAND DIMENSIONS TFP962 Page 3 of 6 2 INCH(DN50)MANIFOLD -----,4 INCH(DN100)MANIFOLD 6 INCH(DN150)MANIFOLD NO. DESCRIPTION QTY P/N NO. DESCRI QTY. P/N NO. DESCRIPTION PIN 1 2"Manifold Body, 1 4"Manifold Body, 1 6"Manifol y, Groove x Groove....... 1 N/A Groove x Groove....... 1 Gr x Groove....... 1 N/A 2 Waterflow,Alarm Switch: 2 Waterflow Alarm Switch: ater8ow Alarm Switch: VSC with Paddle. VSC with Paddle, VSC with Paddle, UL/FM ............... 1 976-357-01 L L/FM ............... 1 97 4 /FM .... .......... 1 976-357-05 VSC with Paddle and SC with Paddle and VS addle and Cover Tamper Switch, ver Tamper Swi Cover Tamp itch, ULC/FM .. .. .... 1 976-520-01 LC/FM. ........... 1 976-520-04 ULC/FM.,......... 1 976-520-053 300 psi/2000 kPa 000 kPa 3 300 psi/2000 kPa Water Pressure Gauge 1 2341 ater Pressure Gauge . 1 2341 Water Pressure Gauge .. 1 23 2-112 INCH(DN65)MANIFOLD Manifold Nominal Installation Dimensions in Inches and mm Drain Size Weight N DESCRIPTION QTY. P/N Size A B C D E F G H lbs.(kg) 2 Inch 16-3/4 13 9/16 5-3/8 6-3/8 13-1/16 3-1/2 1"NPT 13.5 1 -1/2"Manifold Body, ON50) 425,5 330,2 14,3 136.5 161,9 331,8 88,9 6,1 G ve x Groove....... 1 NIA 2-1/2 Inch 17-3/16 13 1 5-3/4 6-7/8 13-314 3-1/2 16,8 2 Wa rflowAlarm Switch: DN65 436.E 330,2 25,4 146.1 174,B 349,3 88,9 1-1/4"NPT (7.6) VSC Ih Paddle, UL/FM . ............ 1 6-357-02 3 Inch 17-3/16 13 1 6 7-1/8 14-1/4 3-1/2 18.7 VSC with addle and DN80 436.E (330.2) 25,4 152,4 181,0 362,0 88,9 1-1/4"NPT (8.5) Cover Tam r Switch, 4 Inch 20-1/2 13 4-5/16 7-9/16 9-1/16 16-5/8 4-1/2 2"NPT 32.7 ULC/FM.............. 976-520-02 DN100 520.7 330,2) 109.5 192,1 (230,2 422,3) 114,3 14,8 3 300 psi/2000 k a 6 Inch 20-1/2 13 4-5116 8-1/2 10 18-1/2 6-5/8 2"NPT 41.6 Water Pressure auge .- 1 2341 DN150 520.7 330 2 109 5 215 9 254 0 469 9 168,3 18.9 3 INCH(D 80) NIFOLD NO. DESCRIPTIO TY. P/N 1 3 1 3"Manifold ody, Groove x roove....... 1 /A 2 Walerfl Alarm Switch: VSC h Paddle. ULlF 1 976 57-03 VS with Paddle and Drain Valve D ver Tamper Switch, (Normally qP LC/FM.............. 1 976.520- Closed) 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 NOTES: A o� 2 1. ULC Listed Manifolds are equipped with t o Cover Tamper Switches installed internal B to the Waterflow Alarm Switches. 2. CH:Common Hardware LJ Test C Yto Drain Valve G ormally set -� E "Drain") H F FIGURE 2 2 thru 6 INCH(DN50 thru DN150)RISER MANIFOLD ASSEMBLYAND DIMENSIONS V! J T, Page 4 of 6 TFP962 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS CONDUCTOR single conductor is not SEPARATE permitted to be looped around CONDUCTORS CLAMPING the terminal and serve as two PLATE separate connections.The TERMINAL wire must be severed to serve INCOMING as two separate connections, �—� thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WATERFLOW SWITCH TYPICAL ELECTRICA CONNECTIONS CONTACTS .......... SPDT(Form C) END OF LINE LOCAL RESISTOR CONTACT RATING .... 5A @ 125 VAC SIGNAL 2.5A @ 30 VDC DEVICE NC NO NC NO - NO• NC COM COM COM CONTROL POWER PANEL NO FLOW NON-SUPERVISED STYLE BICLASS B CONDITION CIRCUIT SUPERVISED CIRCUIT (SEE NOTE) NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remove signaling unit,while the other contact is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH(ULC ASSEMBLIES ONLY) CONTACTS .......... SPOT(Form C) CONTACT RATING .... 3A @ 250 VAC 5A @ 125 VAC 1 mA @ 5 VDC min. NO% • NC — COM CONTACTS SHOWN WITH COVER IN PLACE FIGURE 3 WIRING GUIDANCE r� TFP962 Page 5 of 6 N DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N To ins (DN40)Manifold Only: To install optional Pressure Relief Trim on 1 31 opper Tubing, 2 Pressure Relief Valve, a 1-112"(DN40)Manifold,a 1/2"NPT out 2"(D Manifolds .... 1 971-124-01 175 psi,Nonadjustable .. 1 198-066-00 must be provided by the installer on t 2-1/2"(D and 3 90'Compression Fitting system outlet piping,and a conne on back 3"(ON80)Ma ' ds .... 1 971-124-02 Fitting to the manifold drain trim mus a fabricated 4"(DN100)and 4 1"x 1/2"Reducing Hex 2 CH with installer supplied 3/8" pper tubing 6"(DN150)Manifolds 1 971-124-03 Bushing.............. 1 CH Discard unused trim c nents. CH:Common Hardware 3 112" Installer let Provided 1 3 4 System Outlet Piping Installer Fabricated 0 d b 3/8"Copper 2 )�PQ Tubing 3 2"(DN50),2-1/2"(DN65), dly 3"(DN80),4"(DN100),or D Q 6"(DN150)Manifol qP 3 Manifo Drain Trim 1-112"(DN40) O Manifold O OLl FIGURE 4 OPTIONAL PRESSURE RELIEF VALVE Riser Manifold component in the field. Alarm/Flow Test Procedure Care and Only the pressure gauge, waterflow alarm switch, or relief valve can be Step 1. Place the test&drain Valve in Maintenance replaced. If any other problems are the"test" position. encountered the entire riser manifold Step 2. Fully open the drain valve. The following inspection procedure must be replaced. Make certain that drainage water will must performed as indicated, in ad- dition The alarm/flow test procedure will re- not cause any damage or injury. dition to any specific requirements of d sult in operation of the associate the NFPA, and any impairment must Step 3.Verify operation of associated be immediately corrected. alarms. Consequently, notification alarms. must be given to the owner and the fire The owner is responsible for the in- department, central station, or other Step 4.Close the drain valve. spection, testing, and maintenance of signal station to which the alarms are Step 5.Place the test&drain Valve in their fire protection system and de- connected, and notification must be the"drain"position. vices in compliance with this docu- given to the building occupants. ment, as well as with the applicable Step 6. Verify that the residual (flow- standards of the National Fire Protec- Before closing a fire protection system ing) pressure indicated by the pres- tion Association (e.g., NFPA 25), in control valve for inspection or mainte- sure gauge is no less that originally Hance work on the fire protection sys- addition to the standards of any recorded for the system when it was authority having jurisdiction. The in- tem that it controls,permission to shut first installed. stalling contractor or product manufac- down the effected fire protection sys- turer should be contacted relative to tem must first be obtained from the Step 7.Close the drain valve. any questions. proper authorities and all personnel Step 8.Verify that the static(not flow- who may be affected by this action ing) pressure indicated by the pres- It is recommended that automatic must be notified. sprinkler systems be inspected, sure gauge is no less that originally tested, and maintained by a qualified After placing a fire protection system recorded for the system when it was Inspection Service in accordance with in service, notify the proper authorities first installed. local requirements and/or national and advise those responsible for moni- codes. toring proprietary and/or central sta- tion alarms. NOTES No attempt is to be made to repair any act w �, i i Page 6 of 6 TFP962 Limited Ordering Warranty Information Products manufactured by Tyco Fire& Riser Manifold: Building Products (TFBP) are war- Specify; Size (specify), Figure 513, ranted solely to the original Buyer for (specify connection type inlet x outlet) ten(10)years against defects in mate- Riser Manifold (specify - without or rial and workmanship when paid for with) a cover tamper switch for the and properly installed and maintained waterflow alarm switch, P/N (specify). under normal use and service. This warranty will expire ten (10) years NOTES from date of shipment by TFBP. No Orders for Figure 513 may be filled warranty is given for products or com- with a Figure 13. The two assemblies ponents manufactured by companies are completely interchangeable in not affiliated by ownership with TFBP function, application, and end-to-end or for products and components which laying length. have been subject to misuse,improper If a ULC Listing is required, the Riser installation, corrosion, or which have Manifold must be ordered with a cover not been installed, maintained, modi- tamper switch for the waterflow alarm fied or repaired in accordance with ap- switch. plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities UL/ULC/FM Assemblies Having Jurisdiction. Materials found With Cover Tamper Switch by TFBP to be defective shall be either 1-1/2 Inch(DN40) repaired or replaced, at TFBP's sole MT x FT ............. P/N 4086 option. TFBP neither assumes, nor 1-1/2 Inch(DN40) authorizes any person to assume for it, 2 Inch(DN50) any other obligation in connection with G x G ......... .. PIN 4090 the sale of products or parts of prod- 2 102 Ineh(90166) ucts.TFBP shall not be responsible for G x G ............ . P/N 4091 sprinkler system design errors or inac- 3 Inch( S P Y g G x G G .... ..... P/N 4092 curate or incomplete information sup- 4 Inch(DN100) plied by Buyer or Buyer's repre- GxG ............ PIN4095 sentatives. 6 Inch(DN150) G x G ..... P/N 4096 In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, ULIFM Assemblies Without Cover Tamper Switch indirect,special or consequential dam- 1-1/2 Inch(DN40) ages, including but not limited to labor MT x FT.............. PIN 4055 charges, regardless of whether TFBP 1-1/2 Inch (DN40) was informed about the possibility of MT x MT.............. P/N 4056 such damages, and in no event shall 2 Inch(DN50) g G x G ................ P/N 4060 TFBP's liability exceed an amount 2-1/2 Inch(DN65) equal to the sales price. G x G .............. . PIN 4061 The foregoing warrant s made in lieu 3 Inch(DN80) $fl 9 warranty G x G ..... .. .. .. PIN 4062 of any and all other warranties. ex- 4 Inch(DN100) press or implied, including warranties G x G .......... ..... P/N 4065 of merchantability and fitness for a{gar- 6 Inch(DN150) ticulaf purpose. G x G ................ P/N 4066 This limited warranty sets forth the ex- clusive remedy for claims based on Optional Pressure Relief Valve: failure of or defect in products, materi- Specify: Operational Pressure Relief als or components, whether the claim Valve and Trim for use with (specify is made in contract, tort, strict liability size) Figure 513 or 13 Series Riser or any other legal theory. Manifold, P/N (specify). This warranty will apply to the full ex- tent permitted by law.The invalidity, in 1-1/2"or 2................. P/N 4063 whole or part, of any portion of this 2-1/2"or ............. P/N 407 warranty will not affect the remainder. a or s".................. P/N 4073 Replacement Parts: Specify: (description)for use with Fig- ure 513 or 13 Riser Manifold,P/N(Ref. Figure 1 or 2, as applicable). TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 ARGCO GUARANTEED FIRE SPRINKLER SPARE HEADBOXES 3 Head Box 12 Head Box 1 9 I 3 0Y6• Ca g• I L ® G:9 Heavy gauge steel construction 7.25„ 25' ,a--� ' (65-10-152) (65-10-150) Knockouts and shelf to accommodate any 1/2" or —> 6 Head Box 6 Large Head box 3/4" sprinkler head - — --— -- All-welded construction and full length hinge Red powder coated finish F33 2.V 9 U Slotted for easy mounting with 5' 1 L cz� ® ® ® ® 0 screws, rivets or L a Is strapping b ez (65-10-151) R rs;se (65-10-151A) The information contained herein is produced in good faith and is believed to be reliable but is for guidance only.ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control.It is the user's responsibility to determine the suitability of any of the products,methods of use,or preparation prior to use,mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM w ' n 20 • g1 ' O ARGCO SPRINKLER IDENTIFICATION SIGNS 11-A 6"X 2" ALUMINUM SPRINKLER IDENTIFICATION SIGNS All signs .020 Aluminum - Available as generic signs or personalized AIR CONTROL �j COMBINATION FIRE DEPARTMENT IN THIS BUILDING OPEN SPRINKLER CONTROL TEST�&D®RAIN� STANDPIPE CONNECTION50-10. 1 50-10.088 5a10.189 1 _ 50.10 306 AIR LINE C CONTROL VALVEr RE SPRINKLER IN THIS SECTION I OPEN SPRINKLER DRAINIJ TEST VALVE IN _ 5a1o020 50-10.100 W10.220 50.1a260 50-10-310 50.1 jjALARM LINE JLDO NOT CLOSE FIRES) PE KLER OW POINT DRAIN [OPEN VALVE WATER MOTOR LINE 1 _ 50.10.030 _ _ - � 50.10.221 LOW 50-10.275 50.10-312 50-10.390 ALARM TEST I DRAIN CONTROL VALVE [ MAIN CONTROL SPRINKLER WET STANDPIPE 50.10,040 50-10.24 501 - 1 0.400 FIRE SPRINKLER SPRINKLE WET STANDPIPE ANTI-FREEZE SYSTEM, DRAIN VALVE l MAIN DRAIN S 50.1a045 50-10-140 VALYE550.1a_5 50-1 2 VALVE ROOM] SHUTOFF AUTOMATIC ( FIR SPRIVSI®ER I STANDPIPE SYSTEM SPRINKLER SHUTOFF DRY STANDPIPE NORMALLY CLOSEDj] 50•T"!U o a150 5 -10.228 50.10-293 50-10-350 50-10-425 (AUXILIARY DRAIN] ( ENTIRE SYSTEj(INSPECTORS TESTI [OPEN SPRINKLER 50.10.070 50-10.160 5-0 1 27b 50-10-297 .020 Aluminum Holes drilled in corners Zinc Plated Sign Chain Available 11-6 IDENTIFICATION DECALS Whftp_Vinyl Decals with Bright Red Print • Available as generic signs or personalized AIR CONTROL �REEZE SYSTEM FIRE EXTINGUISHER INSPECTOR'S TEST TEST DRAIN 5 1 .045 50.90.200 �_3b270 355 T' AIR LINE AUXILIARY DRAIN f�MENTVALVE MAIN CONTRO� ER MOTOR LINE 50.20-020 50.2 -070 50• 51050-2a 50.20-390 ALARM LINE CONTROL VALVE , FIRE HO AIN SPRINKLER a 60- -100 — 5o•20-200 50-2a 2 ALARM TEST PIPE DRA l FIRE SPRINKLER OPEN SPRINKLERCONTROL KLER 0--0j40 50.20-140 50.20.221 -297 50=20 5n FARE PROTECTION I SPRINKLER 8"x 2" 50-20-219 5 -2 317 50-�0-410 11-C 4"X 6"ALUMINUM SPRINKLER IDENTIFICATION SIGNS 50-10-191 FIREo 50-10-410 C, TIONo DEPARTI�AEN To ° ETD STANDPIPEO CONNECATTOND EO SHUTOFF SPRIN IREA SHUT-OFF 50-10-090 - FIRED D , Tp ETo DE TO CONNECTIO STAN®I�IPEo CONNECTION (STANDPIPE)0 OL 50-10-191 50-10-215 50-10-411 BOO-720-2746 www.argco.com FAX 760-631-2287 11 SPRINKLER IDENTIFICATION SIGNS 12-A S"X 7" HYDRAULIC SYSTEM SIGNS Bright Red Background with White Copy and Boxes HYDRAULIC-SYSTEM .- Available in Three different styles: -.020 Aluminum with holesdrilled in corners (50-10-240) No-of Sprinklers No-.1 Sprioldr, Basis of Design Basis.1 Desm. -Vinyl with adhesive back (50-20-240) -Embossible silver foil with adhesive back (50-30-240) System Demand Syshern Also available with custom personalization. t`'eal�;„r P;;«°""a generic personalized 12-8 9"X 7"ALUMINUM SPRINKLER IDENTIFICATION SIGNS SPRINKLER SILIPPLY THIS VALVE 6 '• .O 70 AUTOMATIC SPRINKLERS SPRINKLER CALL• - WHEN BELL RINGS CONTROL OPEN cue o.nec •-911 � J oo.o.a.u.ruap.ir.rrocn.vnl rpun {V/ 50-10-120 50-10-171 50-10-322 50-10-125 .' Zinc-Plated Sign Chain AU AT STANDP 100ft. box �So-ss-�oo� uaia SHUTOFF SHUTOFF c. •. ooe....orrurii«r ..n�ecr eun +.'•.-:.::... Y,.r IL c{ 50-10-351 50-10-060 50-10.360 12-C MISCELLANEOUS ALUMINUM SPRINKLER SIGNS HOSE FIRE STANDPIPE COLD WEATHER • . IN OTHER WAY IN OTHER STAIRWELL VALVE 3"x 6" 50.10-214 3"x 8" 50 10 227 3"x 8" 50 10 081 A ATICOW Co � • FDC SPRINKLERD alWallmor DRAIN VALVE SPRI cast aluminum or . 6"Round plastic ALL FL Aluminum Bell Sign 50-15-200 50-10-172 6"x 12" 50-10-329 6" 50-10.061 FIRE NKLER • FIRE HOSE CONNECTION VALV Cast Aluminum 3"x 8" 50-10-195 4"x 12" 50-10-271 12"x 24" 50.10-342 800-854-1015 www.argco.com FAX 760-727-3270 12 i .: - 7. 1 .,or i"ostal Delivery Npartrncin of Labor and Inditstrics X iI=IEI .4ppllcaah. pidl out com tole! -- — ' Factory Assembled Structures Nt�ntlacturrr p y PO Box 44430 �C CH 11 WHITLEY EVERGREEN &fps No. Olympia WA 985044430 x CC GST Plans to be Maned to: AddrM M-397 W� manly 14219 SMO For Non-Postal Delivery(,e.g.,F,C i WA Rev�p pit tsmt�ziP KE POINT BLVD#1() Deparhnentof Labor and Industries I'C ( 1/� OR R� R Courtesy Y factory Assembled Structures lw•4 Courtesy MARYSVILLE,WA 98282 7273 Undersolt Way SW -'~---other state FOR DEPAR Tutnwater WA 98501 ro Mci T"MENT USE ONTJ, 0EC 2 7 2013 pry;Y Foor suo,vr wW-Wa.gov/llli FAS/ (casesensitive) SAotoaot PLAN APPROVAL R.LQ T llo n-,tcaunn,Q, �j��j P �� FACTORY BUILT STRUCTURES&CpyHIIrRCIALCOACHES (onWct pctsoa's print«!aaa� Dave 8 lafd Date Ste � ` 12/20/13 �'�encYosctid Pltono No 1360..96 Now plan ( ,ter design) x ) 360-653-5790 YAX No ,� S ) 1 Yr design) � ) ----_... st?e 360-659-7735 Renewal AP Ko. appropriate Initial 141FG fatting - -_" Addendum FV4C Resubmittal �_ No fee z"t quired � AP Ivry. A]Vote:1denfif addendum Items on plan! .ibr fecs plans reviewed h pP1 ID Code cycles(monlh/yearl: y 1&1 listed professional_!� Size . 11 7 13 v ofbui.ldin -- -- 12 0$ W 7 Wi th 46-0 Len It: 96.0 F 4.416' No of 13 t 7 13 Typewnsuuction: Usc: modules: 3 �nt�tlCy VB CLASSROOM Subyr —IF,, u : E Roof live load f'SF; 12 0$ Scismto Zone: 30 Wind bed MPH-EXp. D l OQ 110 (� (PSF for CC) Flat plan sutxnit Floor load PSF: (� yi' X❑ Nta if�$�lV provide distttrtee from farthest 4011001126 f m: >20 R r: ?20 / Pn4cciion to newest buildui l ell silo: >20' / f I tY lines. fiypeheat; Q C�enttal r FC dirntics ❑E tom,Fan �vered �•� ❑ y t�sehotar4i 'a1 Rif, de: >20' mo cater Typo offucl: gas prop�m. Other❑ Electric ❑Natural Insuiatian floor Walls Other. Itoof(flat) Roof values: R-30 R-21+3 (vauit) WSEC compli,.nco chapter: R-30.9 Heating zone:❑ Energy calculations: a 4C/4B C3 s13 "•, ❑ ❑ 1��i�Attacfie�l Component "I"1160a,smice: Systems Prescripti�re N/A ()n.tile-Aptt Performance Analysis Elect Air catditini onin np yeses No ,Amps 600 / 7� NIA Attached Anacts No Phaae t I-&I Review P"i'mil gn onStructural calculations or test proposals (� file Truss or ratter drawing(s) IZI C3 ANI Truss Plata if over3 different trusses Q C3 AP/l Girder truss or ridge beam drawing M U1 AP" HVAC drawing C3 C3 AP/t Cross section and elevation AP4 Foundation plan. ❑ ca AF Electrical load demand calculation Uk AP1F Panel box scheduleJFlect4ic load cale's ❑ AP; -- - Chassis drawing(CC units only) M Apt Plumbing systems: QJ AFrk Opera(lug pressure 46 to 60_No of jjxjurc 23 `I otal develo eel length - / — RETURN PLANS ❑ Regular rnail Overnight r(�?i custorner's ex en• ?( V.lA: Other p Carrier FED-EX ❑ F623-0*000 fPDF)plan approval mciaest t t-00 Ace}# 2369-0817-8 3� 1 RECEIVED For Postal Delivery - 7 DcParfmcnt of f,.Abor and fnd t FB us TEC 2 7 2 M rg XQ.FaC(Ory Msembled Srmqo�es 0 13' P0 Roc 44430 WHITLEY EVERGREEN 0-397 WA Only I __I OMPPie,WA 91504-44so, " 'r- I MUCObcrelumedw Address — I I - For (e.g.,fe4IF .0 WA Rev-'OR Cou-pic�-y 14219 SMOKEY POINT BLVD.BLDG#lo Departnienc of Labor ai,604464- :[3 OR Rev/WA COU Tt e,31' City/StateZjp Facwjy MseinbleJ-simcrures Ocher state MARYSVILLE,WA,98271 7273 1.inclemon Way S5Ier (;CIS;4430) mciprovity FOR DEPARTMENT US1 0 .1L 11 Tunv water WA 98501 F W' A R '0 (Caseeatiaa lb misitive.) 51 —lNo c>4( 1 Kpp I V� rproaiiELECTRALPLANAPPROtU-M REOUESTlrACTORYi3l)lt.TSTRUC-I'Lldl,S&Co%I,IFIALCOACI ......... . _,i PrWed name: DAVE BALLARD Date 12/20/13 eeP 445.60 pitunc tic FAX No .(,36,0 6-53--.5.79.0 - - (6511) 659-7735 Ian Lj AddCodum Resubliji,al E_1ccrrk,_1wrice, I Occopancy Gr,:vc Plan Apprm.1 N,* Amps 600 1 E Building Serial No. asc 3 CJ..ASSR00M 1tv Stan ZIP-4 County 4407-172 STREET ARLINGTON WA 98223 SN.Q!t0WSn —or Tool 'C'�LPLA�*4MIFW(AqmfvqWctdkv%VA(.'206-J.,1,140.PI rev w foe an it: Aml udi r buildings. $cc Wj%C 2%-I!t)C.-F.300 unit for rer w_h&iUl%) Ank,= Anuxwi nwer 446M 445.60 it&ddi") 0-100 0.00 ............ m,IM0 0,00... .... 0,00 j 0.00 0.00 0-00 ----------_--- j xw isc eslr�: Ir eedcr a 0100 mpa arfeeders shall bo r&J;,;dd M -auror fi3dionof an hour (-4b-'U'*' T0wwQli�c0dCuP4'Mdc-) hall bdrhVged our TatalFecsPafd 445,60 Please Check the hems submitted 1. Efecu-ical floor pions,related drawings-min inium Of COMPICte seta required. Number of shects, IM Yes No 3. Specifications: Yes No Coinin4onts: 4. toad yes No Colnulenw FaZ NO 6- Me.fEUMdrn Joandrecords: (:I Y=.(73 C ponel Yes [_-a No Cornmcnts: 1 PO Postal Delivery ' Department of Labor and Industries A licant:Fill out coin etel Factory Assembled Structures X P neat V11a1PACTIRen wallo FO Box 44430 AIlerafioxi WHiTLEY EVERGREEN M-397 Olympia WA 98504-030 Replacement Pnonwnon PAcirre ACQAEss _ 14219 SMOKEY POINT BLVD#10 For Non Postal Delivery(e.g.,Fed [71 V F� Multi-Tagged C1TY=At&?.W Department of Labor and Industries W WA ID MARYSVILLE,WA 98272 Factory Assembled Structures DECOR U Other TELEPHONE Ho. 7273Lindarson Way SW DEC 7 Zu�,3� FA%H0. 360-653-5790 3604G59-7735 Tumwater WA 98501 .. . wwlv.wa.gov/InL/FAS/ C/^��v FOR DEPARTMENT USE ONLY ("Se sensitive) f AS FE6t�GEfiSHEeiNO t leCUPto aAMouM. APPLICATION'FOR INSIGNIA FOR FACTORY BUILT STRUCTjjRFS 3� SU81I7® E COPY- NOTE: A separate form i$to br~used frlr each banding unless multiple huifdlnh*s have the sameplan approval number. Contact POT!'.m's printed name; DAVE BALLARD / Date fern amfosed Si�at e_ 12120/13 445.60 �� c�/�� PhoneiVo 360-653-5790 ! No } 360-659-7735 A FIE FUR EACH INSIGNIA IS DUE WITH APPLICATION-NOT SUBJECT TO REFUND PLEASE MAKE CIS€CEPS PAYABLE TO DEFT.OF LABOR&INDUSTRIES Dept Insignia No, Mfg Serial No. E. APProvtd flan No.11 POI 1 13-102-1001 Fee 4Z l � A.619 OF a $ 273,40 OG TC IS Stlt3 YR SCC YR BSI E V6 M,£,p,5 12. 08 600 i RF W 57.ONC ID H'rG 30 110C 0100 A( p 4G FA N 23 �7 Dot 1rl5ignla tk�q, Mfg Satia1 N0. - G. �d 'f K(1� POD-- 2 .__. rep 1113-102-1002 p OF 8 $ 24.60 epklnsignia Nv. Mfg Serial No. �. 3. POD 3 Fw 1113-102-1003 - DV Insignia No. MPg Serial No. OF $ $ 24.60 4. POA— FE24.6O 1113-102-1004 DgAImigrApagq, OF 8 $Mfg Serial NmPOD1113-102-1005 OF $ 6. DeptIncigaia No. 1,11g Serial Nv. POD �� 1113-102-1006 Fee OF 8 $ 24.60 0cpt.Lnsigniallo• Mfg Serial No. �. POD Fev 1113-102-1pp7 8 Dept lvsiL,�lia No. Mfg Scrfal No. OF $ 24.60 pot) Fee 1113-102-1008 8 Dept Insignia No. OF $ 24.60Mfg Serial No, 9. POD . Fee OF Manufacturer to complete,04R6QUlar malt continued on reverse Number of tags; :8._ - .— Via x Overnight at customer expense_ t+• Carrier ._FImD-EX Other Acct# 2369-0817-8 gFOR=DEPARTMENTNLY.' ins base by To _ .000 (pDF)apptalnslt,Mla-factory GuH1 11_00 V Envelope Summary Zones • 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stones,and at!RL._ , j• ?or3 Project Info Project Address umsTox HIGH scaooL O it iI r ' l t §l.1 Compliance forms 4407 - 172nd STREET FIB I1UbMlg Alp"d' � ' do not require a ARLINGTON, WA 98223 password to use. ; i9 f_I Instructional and Applicant Name: WriITLEY EveRGRmw, lac. 9't calculating cells are Applicant Address: 14219 SMKL-Y POINT srvo. MARYVSILLE, WA write protected. CODE- Project Applicant Phone: 360.653.5790 '`� p�! Description ]New Building [_]_Addition L.]Alteration [-] cna t ccupancyJCondlllomng Compliance Path �,;Prescriptive Ce Component Performance C Total Building Performance Selection required to enable forms. Occupancy Group {0 Commercial C.Group R-R2&R3 over 3 stories and all R1 Selection required to enable fotm - Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade %Vertical If comprymg via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration enter values for vertical fenestration, 320 .0 3297. 3 X 100 - 9•7% skylights,gross walls and roof on this ENV-SUM worksheet. It complying via Gross Exterior the Component Performance path,enter these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals %Skylight These values auto-fill from ENV-UA and 0.0 are write-prctecfed on ENV-SUM. 0. 0 4 416. 0 X 100 = Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Fenestration Area Compliance Skylight Area SKYLIGHT AREA COMPLIES Vertical Fenestration C 50%or more of the floor area is within a daylight zone per C402.3 11 Alternates High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method I:Skylight area 3%or greater,VT-0.40 or greater Single Story Spaces Skylight effective aperture 1%or greater,provide calculatlon Requiring Skylights Space ellgibfe for exception Requires a minimum of 50%of floor area to be within a skylight daylight zone for specific space types.Refer to C402.3.2 for requirements. Project has semi-heated spaces as defined per C402.1.4 Applying wall exception to semi-heated spaces 1.Semi-heated spaces may comply under Prescriptive or Component Performance compliance Semi-Heated Spaces path. 2_Semi-heated spaces shall be documented separately from other conditioned spaces—provide separate compliance forms for each conditioned space type. 3.Envelope elements separating semi-heated from other conditioned spaces shall comply with exterior thermal envelope requirements_ C Walk-in Cooler Walk-in Freezer Refrigerated Warehouse Cooler C Refrigerated Warehouse Freezer Refrigerated Spaces Refrigerated spaces shall comply under the Prescriptive Path only. Compliance documentation for these areas may be combined with non refrigerated areas in the ENV-PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Project includes more than one occupancy type and/or level of space conditioning.Multiple Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project: Space Conditioning [Commercial [ R2&R3 over 3 stories and all R I Refrigerated Space Fully Conditioned Semi-Heated Low Energy- [R2&R3-3 stories or less "Low energy areas are exempt Rom all thermal envelope provisions and compliance forms for these areas are not required.Refer to C10f.5.2 for exemption. n i 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 R"U'd Oct 2011 L[inimum Requirements This table summarizes prescriptive compliance requirements for opaque elements and+`enestration. Refer for Prescriptive Compliance to Tables C402.f.2,C402.2 and C402.3 in the 2012 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply for each envelope element type and applicable exceptions. 1 Not" , V Table C402.2 V7 Notes 1,2 Table C442.1.2 Prescriptive Path Insulation Minimum R-Value Assembly Maximum U-factor Occupancy Group All Other Group R All Other Group R Opaque Elements .Roofs Insulation Entirely above Deck R-30 c.i. R-38 c.i. U-0.034 U-0.031 Metal Building with R-3.5 thermal blocks)Note 3 R-25+R-11 Ls R-25+R-11 Ls U-0.031 U-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Walls,Above-grade Mass R-9.5 c.i. R-13.3 ci. U-0.104 Note 6 U-0.078 Metal Building R-13+R-13 cJ R-13+R-13 c.i. U-0.052 U-0.052 Steel Framed R-13+R-10ci. R-19+R-8.5c.i_ U-0.055 U-0.055 Wood Framed and Other R-21 int R-21 int. U-0.054 U-0,054 Selow Grade Wall Note 4 Same as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-OA31 U-0.031 Steel Joist R-38+R-10 c.i. R-38+R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 U-0.029 U-0.029 Slab-On-Grade Floors Unheated R-10 for 24 in.(from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter&under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance. U-037 U-0.37 Roll-up or sliding R-4.75 I R-4.75 No U-Value for prescriptive compliance. Table C402,3-0-30%of rpall area,or Section C402.3.1.3 High Perforwonce 30%-40%.per Section C4013.1.1 DLZ Fenestration Option-0-40%of tpall area Fenestration Assembly Maximum U-factorNotes 1,1 Vertical Fenestration Nonmetal framing U-030 U-030 U-0.28 U-0.28 Metal framing(fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing(operable) U-0.40 U-0.40 U-0.36 U-036 Entrance doors U-0.60 U-0.60 U-0.60 U-0.60 .Skylights Skylights U-0.50 U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fene.stran.on PF<0.2:all orientations-SHGC-0.40 PF<0.2:all orientations-SHGC-035 0.2:5 PF c 0.5:north-SHGC-0.44; 0.2_<PF<0.5:north-SHGC-0385; all other-SHGC-0.48 all other-SHGC-0.42 PF}0.5_north-SHGC-0.48; PF�0.5:north-SHGC-0.42; all other-SHGC-0.64 all other-SHGC-0.56 SJnIi Irrs SHGC-0.35 SHGC-0.35 Insulation Minimum R-Value Refrigerated Spaces Insulation Table C402.5 and C402.6 Assembly MaximumU-factor Freezers-!Salk--in and 16arehonse Roof/Ceiling R-32 Wall R-32 Door R-32 No U-Value for prescriptive compliance Door-transparent reach-in triple-pane,heat-reflective treated or gas Floor R-28 Coolers-iGalk-ix and Warehouse Roof/Ceiling R-25 Wall R-25 Door R-25 Door-transparent reach-in double-pane,heat-reflective treated& No U-Value for prescriptive compliance gas fill,or comply with freezer door req. Floor No Requirement • OMMO111 • I 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R I RC isea°c c13 Definitions: Ls=Liner system--A continuous membrane installed below the purlins and uninterrupted by framing members.Uncompressed,unfac ed insulation rests on top of the membrane between the purlins.Refer to Section A102.2.5.4. ci_=Continuous insulation--Insulation that is continuous across all structtualmembers without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04%of the opaque surface area ofthe assembly_ int=Intermediate framing--Includes insulated headers,corners and interior partition wall to exterior wall intersections.Re for to Section Al03.2 for framing definitions. Footnote Summary: Each table in time 2012 WSEC has footnotes applicable to specific information provided in the table.This footnote summary provides only abbreviated details from these footnotes. Refer to 20I2 iYSECfor completefoamore information. 1-Assembly descriptions can be found in Chapter 2 and Appendix A. 2-Use of assembly U-factors,C-factors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. 3-For metal building roofs where using R-value compliance method,a thermal spacer block is required.Otherwise use the U-factor compliance method- 4-Where heated.slabs are below-grade,below-grade walls shall comply with the exterior insulation requirements for heated slab s. 5-Heated slab F-factors shall be determined specifically for heated slabs_Unheated slab F-factors shall not be used. 6-Non-residential CMU walls may be eligible to use Table C402.1.2 U-factor if all provisions stated in applicable footnote are met.Refer to Footnote D in Table C402.1.2 or Footnote C in Table C402.2 for eligibility requirements. 7-Roof,wall or floor assemblies required to have continuous insulation may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to Footnote F in Table C402.2 for eligibility requirements. End of Envelope Requirements Summary � 1 tons 11111011 1 = 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2&R3 over 3 stories and all R1 ReriWOOIA2013 (Project Address WESTON HIGH SCHOOL Date 05/21/2013 Occupancy Group (OD Commercial at)Group R For Building Department Use Change in occupancy or space conditioning Note-Proposed UA may exceed Target UA by 10%per C101.4.4 and C101.4.5 Fenestration Area as%gross above-grade wan area 9.7% Max.Target: 30.0% Skylight Area as%gross roof area o.o% Max.Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes:1:If vertical Fenestration or skylight area exceeds maximum allowed per C402.3.1,then Target Area Adjustment of allapplicable envelope elements will be calculated by the compliance form. Rerer to Target Area Adjustments worksheet for this calculation. 2:U-raclors shall come from Appendix A,Chapter C303,or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor,pacielplan#of assembly detail&1Q U-factor x Area(A) =UA U x A U-factor x Area(A)= UJ(Ux Y R=30.9 ID:2x8 RAFTERS Wl4.5 RIGID OVER 0.032 4416 141.3 0.034 4416 R= ID: Above Deck Insulation UR= ID: 33 R= ID: 0.031 mR= ID: Metal Building U ne wM I R= ID: R= ID: 0.021 R= ID: Single raft,attic,other U-0.021 R= ID: R= to: 0.055 ri R= ID: Sleellmelal frame U-0.055 R= ID: R= ID: 0.052 on R= ID: Metal Building U-0.052 m R= to: R=21 ID:WALL-2x6 WIR21 BATTS(INTERMEDIATE) 0.056 2131 119.3 0.054 1 2935 158.5 o R-25 ID:WALL-2x8 WIR25 BATTS(INTERMEDIATE) 0.049 804 39.4 Wood Frame,other U-0.054 R= 11), O 0.104 R= IQ: Q* R= ID: Mass Wall U-0.104 R= ID: A R= ID: 0.104 iv � R= ID: Assumed to be Mass Wall U-0.104 R= ID: 120 0 R= IQ: iR= ID: a.031 91 w R= ID: Mass Floor U-0.031 p� 'R= ID: LL R=30 ID:FLOOR-2x8 WI(2)LAYERS R15 0.027 4416 117.0 0.029 1 4416 1 128.1 R= ID: Joist/Framing U-0.029 LL R= ID: F-factor x Perimeter =UA(U x A) F-factor x Perimeter= UA(U x A) R= IQ: 0.540 d R= 1D: Slab-On-Grade U-0.54 a � 9 R= ID: R= ID: 0.550 rn R= IQ. Heated Slab-On-Grade U-0.55 R= ID: 'Proposed iron-residential CMU walls meeting Table C402.1.2 Area UA Area UA Footriete D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values.Show Footnote requirements in plans. Subtotal 11767 417 11767 437 Component Performance Compliance (UA) UA COMPLIES 2012 Washington State Energy Code Compliance Forts for Commercial Buildings including R2&R3 over 3 Pxv wd Oct rou (Project Address WESTON HIGH SCHOOL Date 05/21/2013 Fenestration Area as%gross above-grade wall area 9.7% Max.Target: 30.0% For Building Department Use Skylight Area as%gross roof area Max.Target: 5.0% Notes:1:!f vertical fenesiration or skylight area exceeds maximum allowed per C402.3.f,then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2.Provide NFRC rated U-factor or default U•factorfrom Appendix A for the fenestration assembly thermal performance(combination of frame and glazing). 3:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned Building Component Proposed UA Target UA Provide source of U-factor,pagelplan#of assembly detail&ID U-factor x Area(A) =UA(U x A U-factor x Area(Al= UA(U x A) 'U=0.44 ID:DOOR 100A&100B W/HALF LITE 0.440 43 18.7 0.37 43 15.8 U= 1D: Opaque Swing Doors U-0.37 o� U= ID: U= ID: 0.37 g U= ID. Opaque rollup&sliding U-0.37 U= ID: U=0.29 ID:WINDOW A- 0.31 320 99.2 0.30 320 96.0 = ID: Nan-Metal Frame U-0.30 e U= ID: Z 'U= ID: U= ID: 0.38 4 'U= ID' Metal Frame,Fixed U-0.38 y m U= ID, U= ID: 777- U-_ �U= 1D: 0.40 ° U= ID. Metal Frame,Operable U-0.40 U= ID: g U= 1D: $ U= 1D: 0.60 U= ID Metal Entrance Door U-0.60 0 U= ID: U= ID: U= ID: 0.50 Q U= ID: All types U-0.50 Y U= ID: N < U= ID: Area UA Area UA Page 2 Subtotal 363 118 363 112 To comply. Page 1 Subtotal 11767 417 11767 437 1)Proposed Total UA shall not exceed Target Total UA_ 2)ProposedTotalAreashallequalTargetTotafArea. Total 12129 535 12129 548 Component Performance Compliance (UA) UA COMPLIES CalculationZones • 2012 Washington State Energy Code Compliance Forts for Commercial Buildings including R2&R3 over 3 stories and all R I r1cwuc0°G'0t3 Project Address WESTON ei® SCHOOL Date 05/21/2013 0 9.7,1 Max-Target et 30,1 For Building Department Use Fenestration Area as �gross above-grade s+au area s Skylight Area as%gross roof area Max Target: 5% Vertical Fenestration Alternates: None Selected on ENV-SUM Notes:1-Proposed vertical fenestration and skylight areas entered In ENV-SHGC must match proposed fenestration areas in ENV-UA. 2-If Target Area Adjustment is required per ENV-UA,then target areas will be automatically adjusted in ENV-SHGC.Refer to Target Area Adjustments worksheet for this calculation. 3-Provide NFRC rated SHGC or default from Table C303.f_3(3)forfenestration assembly SHGC_ 4-Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be included in this worksheet. Skylights Proposed SHGC Target SHGC Provide source of SHGC,pagelplan#of assembly detail&ID SHGC x Area(A) =SHGC x A SHGC x Area(A)= SHGC x A ID: 0.35 ID: SHGC 0.35 ID: ID: ID: Totals Totals All Non-North Vertical Fenestration+ Proposed SHGC Target SHGC++ Provide source of SHGC,page/plan#of assembly PF SHGC' x Area(A)=SNGC x A PF SHGC x Area(A)= SHGC x A detail&ID Category ID:WINDOW A o 0.20 200 40 PF<0.2 0.40 200 1 80.0 ID:DOOR 100A/100B 0 0.2<PF<0. 0.48 ID: 0 PF?0.5 0.64 ID: 0 ++if projection factor(PF)credits are ID: 0 applied to the proposed design,Target ID: 0 SHG C will sum fenestration area by PF ID: 0 category. ID: 0 ID: 0 ID: 0 +if projection factor credit is applied,then vertical Totals 200.0 40.0 Totals 200.0 80.0 fenestration must be entered in the correct table according to orientation. if credit is not applied then ail vertical fenestration can be entered in either table. Note:Fenestration that separates conditioned space from a non-conditioned or semi-conditioned space shall be listed here with a proposed SHGC equal to the target value. North Vertical Fenestration+ Proposed SHGC Target SHGC++ (Provide source of SHGC,pagelplan#of assembly PF SHGC' x Area(A)=SHGC x A PF SHGC x Area(A)= SHGC x A detail&ID Cate o ID: 0 0.20 120 24 IPF<©.2 0.40 120 40.0 ID: 0 0.2<_P F<0.. 0.44 ID: 0 IPF>_0.5 0.40 ID: o ++it projection factor fPF)credits are applied ID: 0 to the proposed design,Target SHGC will ID: 0 sum fenestration area by PF category. ID: 0 North Total 120.0 24.0 120.0 T 48.0 Area I SHGC x AlArea I SHGC x A To comply,(he Proposed total SHGC xA for all fenestration(vertical Grand 320.0 64.0 Grand 320.0 128.0 &skylights)shall not exceed the Target total SHGC x A. Total Total [ I Component Performance Compliance (SHGC) SHGC COMPLIES a 2012 Washin ton State Ener Code Com liance Forms for Commercial,GroUD R1, and>3 story R2 and R3 Interiorf to Summary LGT-SUM 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1,and>3 story R2 and R3 Revised.rune 2013 Project Info Project Address WESTON HIGH SCHOOL Date 5/21/2013 4407 172nd STREET For Building Department Use ARLINGTON, WA 99223 Applicant Name: WHITLEY EVERGREEN, INC. Applicant Address: 14219 SMOKEY POINT sLVD, MARYSVILLE, WA 99271 Applicant Phone: 360.653.5790 Project Description ® New Building 0 Addition 13 Alteration 0 Plans Included Lighting Compliance Lighting Power Density Calculations O Total Building Performance Path (If Total Building Performance then only LGT-CNK is required.) Interior Lighting O Building Area Methoc • Space-by-space Method Compliance Option Interior Lighting System FLOURESCENT TROFFERS WITH DIMMING BALLASTS AND Description DUAL ZONE DAYLIGHT SENSORS, CONTROLLED ALONG WITH GENERAL LIGHTING VIA OCCUPANCY SENSORS. Briefly describe lighting system type and features. Additions and Change of Space Use (C101.4.3 &C101.4.4) 13 Addition area or Change of Space Use area complies with all applicable provisions as stand alone project Addition area or Change of Space Use area is combined with existing building lighting systems to demonstra compliance with all applicable provision: Provide Building Area Method(LTG-INT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Forrn.Document inaxirnum allowed and proposed(including existing if applicable)lighting wattage of Addition or Change of Use scope. Provide applicable lighting controls per C405.2 and cornmissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) 0 60%or more of luminaires in space replaced Provide Building Area Nlethod(LTG-iNT-BLD)or Space-By-Space Method(LTG-INT-SPACE)Compliance Form.Document maxiinuni allowed and proposed(including existing)lighting wattage of project scope Q Less than 60%of luminaires in space replaced Provide Space-by-space Adethod(LTG-INT-SPACE)Compliance Form. Document existing total wattage in space and proposed (including existing)lighting wattage of project scrape Q Lamp and/or ballast replacement within existing luminaires only—existing total interior building wattage not increased Q New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls(C405.2.1),occupancy sensors(C405.222),daylight zone controls(C405.2.2.3), specific application controls(C4052.3), and commissioning of lighting controls per C405.13 0 New or moved lighting panel Provide all applicable light&ng controls as noted for New Wiring,automatic tune slvitch controls(C405.2.2.1),and commissioning of lighting ctiiltrols per C40613. 0 Space is reconfigured-luminaires unchanged or moved only Provide all applicable lighting controls as noted for Alew Wiring and commissioning of lighting controls per C405.13. Q No changes are being made to the interior lighting and space use not changed. � _ , I 2012 Washin ton State Energy Code Comnliance Forms for Commercial.GrouQ R1, and>3 sto R2 and R3 Interior • • Space-by-Space 2012 wasnington State Energy Code Compliance FomtS/or Commercial.Group Rt,and>3 story R2 and R3 Revised June 2013 Project Info Project Address WESTON HIGH SCHOOL Date 5/21/2013 4407 172nd STREET For Building Department Use ARLINGTON, WA 98223 Applicant Name: WHITLEY EVERGREEN, INC. Maximum Allowed Lighting Wattage Location(plan#, Allowed inienor VVa s Afl0 wou room#,or ALL) Space Type* Watts per ft2 Area in fig (watts/ff x area) Classroom/lecture/training 1.24 1820 2257 Conference/meeting/multipurpose 1.23 239 294 Corridor/transition 0.66 576 380 Dining area: Bar/lounge/leisure dining 1.31 359 470 Electrical/mechanical 0.95 72 68 Office - Enclosed 1.11 259 287 S torage 0.63 88 55 Restroom 0.98 310 304 Locker room 0.75 61 46 Lounge recreation 0.73 201 147 Atrium** Enter Height: Retail Display Allowance from LGT-INT-DISPLAY * Select Table C405.5.2(2)category from drop down menu. Area Allowed Watts -For atriums,indicate height Allowed wattage for first 40 feetis 0.03 W/ft.ht., Total 3985 4309 above 40 feet is 0.02 W/ft_ht. Proposed Lighting Wattage Location(plan At, Fixture Description Number of Watts/ Watts room#,or ALL) (include exempt equipment per Note 31 Fixtures Fixture Proposed L-1 T8 TROFFER W/ 2 LAMPS & ELEC. BALLAST 18 58 1044 L-2 TO TROFFER W/ 2 LAMPS & ELEC. DIMMINGBALLA.ST 11 62 682 L-3 T8 TROFFER W/ 3 LADS & ELEC DIMMING BALLAST 18 96 1728 L-4 TO TROFFER W/ 3 LAMPS & ELEC. BALLAST 7 85 595 L-6 LED EXIT SIGN 2 4 8 L-7 BATTERY B/O EGRESS LIGHT 6 2 12 Retail Display Lighting frcm LGT-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt. 4069 Notes_ 1.For proposed Fixture Description,indicate fixture type,lamp type(e.g. T-8),number of lamps in the fixture,and ballast type(if rrchrded). For t,Jck lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2.For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section C405.5.1. For fine voltage track lighting, fist the greater of actual luminaire wattage or length of track mtdtfplied by 50,or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3.List all fixtures. For fighting equipment eligible for exemption per C405.5.f,note exception number and leave Watts/Fixture hl—k, 1 I 2012 Washin ton State EnerrW Code Com fiance Forms for Commercial,GrOUD R1, and>3 story R2 and R3 Exterior fi Summary LTG-EXT 2012 Washington state Energy Code cempitance Forms for Commercial.Group R 1.and r 3 story R2 and R3 Revised June 2013 Project Info Proj Addres WESTON HIGH SCHOOL Date 5/21/2013 4407 172nd STREET For Building Department Use ARLINGTON, WA 90223 Name: WHITLEY EVERGREEN, INC. Appl.Name 14219 SMOREY POINT BLVD, MARYSVILLE, WA 99271 Appl.Phone 360.653.5790 Project Description ® New O Addibon 0 Alteration 0 Plans Included Lighting Zone 0 7,,,,0 1 7.,.,0'1 0 7, .q 0 7,,,,0 (as specified by Jurisdiction) Compliance Option 0 1 iohtino Powar Dansity Calculation! 0 Total Building Performance Building Grounds D Efficacy>60 IUmenSIW 13 Controlled by motion sensor (lurninaires>100 Watts) 0 Exemption(list) Alteration Exceptions 0 No changes are being made to the exterior lighting (check appropriate box-sec.C101.4.3.1) 0 New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable exterior lighting controls(C405.2.4)and commis—Toning of lighting controls per C405.13 Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Area(tr),penmeter Tradable Surfaces Description per If or per If (lf)or#of items x fF(or x If) Main Entry 0 W/LF of door wid 3 90 Other Entries 0 WILF of door wid 3 60 Total Allowed Tradable Watts 150 Tradable Proposed Lighting Wattage (use mfgr fisted maximurn input wattage for lulninaire.) Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed EXT, WALL WALL MOUNT FLUORESCENT W/ PC 2 26 52 Total proposed tradable watts may not exceed the sure of total allowed tradable evatts plus Total Proposed Tradable Watts 52 the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual nor-tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Allowed Watts Area(if),perimeter Allowed Watts Non-Tradable Surfaces Description per fie or per If (If)or#of items x If(or x If) Non-Tradable Proposed Lighting Wattage Number of Watts/ Watts Surface Fixture Description Fixtures Fixture Proposed Non-tradable proposed watts may not exceed allowed watts for ally individual Total excess Non-Tradable watts: 0 surface unless the total excess watts for all non-tradable surfaces are less Ilion the Site Allowance Balance: 0 remaining site allowance. A. � 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1, and>3 story R2 and R3 Mechanical Summary MECH-SUK 2012 Washington State Energy Code Compliance Forms for Commercial.Group R1,and>3 story R2 and R3 Revised June 2013 Project Info Project Address WESTON HIGH SCHOOL Date 6/3/2013 4407 - 172nd NE For Building Dept.Use ARLINGTON, WA 98223 Applicant Name: WaITLEY EVERGREEN, TUC. Applicant Address: 14219 SMOKEY POINT BLVD, NARYSVILLE, WA Applicant Phone: 360.653.5790 Project Description VERTICAL UPFLOW ELECTRIC FURNACES, FURNACES HAVE COOLING COILS AND Briefly describe mechanical ECONOMIZERS FOR POSSIBILITY OF FUTURE AIR CONDITIONING TO BE ADDED AT A system type and features. LATER DATE BY OTHERS ON SITE UNDER SEPARATE LOCAL PERMIT. PROGRAMABLE T'STATS. Includes Plans Include documentation requiring compliance with commissioning provisions per Section C408. Simple System 0 Complex System 0 Systems Analysis Compliance Option Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Ec tti ment Schedule Equip. Equip Capacityz OSA CFM SEER Econmizer Heat ID Type Brand Name' Model No.' Btu/h or Econo? or EER IPLV3 Option or Recovery Exceptions Y/N Heating E ui went Schedule Equip. Equip Capacityz OSA cfm Heat ID Type Brand Name' Model No.' Btu/h or Econo? Input Btuh Output Btuh Efficiency° Recovery Y/N FC-01 FCII CARRIER FA4CNF018008 8.0 KW 200 8.0 KW 8.0 KW 100 PCT N FC-02 FCII CARRIER FA4CNF01800B 8.0 KW 200 8.0 KW 8.0 KW 100 PCT N FC-03 FCII CARRIER FMCNF018008 8.0 KW 200 8.0 KW 8.0 KW 100 PCT N FC-04 FCII CARRIER FA4CNF024010 10.0 KW 200 10.0 KW 10.0 KW 100 PCT N EC-05 FCII CARRIER FA4CNF018008 8.0 KW 200 8.0 KW 8.0 KW 100 PCT N FC-06 FCQ CARRIER FA4CNF018008 8.0 KW 200 8.0 KW 8.0 KW 100 PCT N FC-07 FCII CARRIER FA4CNF01800B 8.0 KW 20018.0 KW 8.0 KW 100 PCT N FC-08 FCII CARRIER FA4CNF018005 5.0 KW 20015.0 KW 5.0 KW 100 PCT N Fan E ui ment Schedule Equip. Equip ID Type Brand Name' Model No.' CFM SPI HP/BHP Flow Controls Location of Service EF-01 EF FANTECH FG-6 250 0.31, 72 WATTS NA WoMENs 111 EF-02 EF FANTECH FG-6 200 0.3" 72 WATTS NA MENs 112 EF-03 EE FANTECH FG-6 90 0.3" 72 WATTS NA LAUNDRY 107B Service Water Heating Equipment Schedule Equip. Equip Input Sub- ID Type Brand Name' Model No.t Capacity Category EFT Location of Service If available. 2 As tested according to Table C403.2.3(1)A thru C403.2.3(8). 3 If required_ 4 COP,HSPF,Combustion Efficiency,or AFUE,as � :. II 2012 Washington State Energy Code Compliance Forms for Commercial,Group R1, and>3 story R2 and R3 applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). 9 Economizer exception number per � � 1 2012 Washington State Energy Code Compliance Forms for Commercial.Group R1,and>3 story R2 and R3 Revised dune 2013 Project Address WESTON HIGH SCHOOL Date 6/3/2013 e following information is necessary to check a mechanical permit application Tor commercial provision compliance with e WSEC. NOTE:Define printarea in Excel priorto printin MECH-CHK Pages. Applicability Code Section Code Provision Information Required Location on Building Department (yes,no,na)I I I I Plans Notes GENERAL PROVISIONS Equipment Sizing&Performance Load calculations performed per ASHRAE Sid 163 or equivalent per YES C403.21 Load calculations Cha ter INC Equipment and system Output capacity of heating and cooling equipment and systems do not YES C403.2 2 sv�n exceed calculated bads note exceptions taken M_Q Ventilation(natural or mechanical)provided per IMC;indicate mechanical YES C403.2 5 'Minimum ventilation ventilation is capable of being reduced to minimum requirement per IMC M"Q C403.2.3 8 Provide equipment schedules or complete MECH-SUM tables with type, C403.2.3.2& Equipment minimum capacity,efficiency,test standard(or other efficiency source)for all M"Q YES C4032.12.1 efficiency mechanical equipment NA C403.2.13 Electric motor efficiency Provide equipment schedule with hp,rpm,efficiency for all motors:note C4032.10 Fan power limitation Fan system motor hp or bhp does not exceed limes per Table . NA C403.2.10.1 1 C4032.10.3 Fractional hp fan motors Indicate fan motors 1/12 to 1 hp are ECM type or meet minimum efficiency N A &C4032.13 req. C403.2.3 Maximum air cooiea chiller Indicate air-cooled chiller capacity does not exceed air-cooled chiller limit NA ca acity C403.2.1 NorFstandard water-cooled Full-load and NPLV values for water-cooled centnrugal chiller adjusted for NA chillers con-standard operational conditions C403.2 12 1!Centrifugal fan cooling Large capacity cooling towers with centrifugal fan(s)meet efficiency NA towers requirements for axial fan open circuit cooling towers Forced air furnace and unit N A C4032.3 heaters Indicate intermittent ignition or IID,Rue/draft damper&jacket lass C403 2.3.3 Packaged electric List equipment required to I>e heat pumps on schedule NA heatin /cootin equipment Indicate method of humidification(note requirements for systems with NA C403.2.3.4 Humidification economizer) HVAC System Controls&Criteria YES C403.2.4.1 Thermostatic controls Indicate locations of thermostatic control zones on plans,including perimeter stems M- NA C403.2.4.1.1 Heat pump supplementary Indicate staged heating(compressiorVsupplemental)&outdoor lock-out heat tern tntl tale 5'F deaciband minimum or systems controlling both heating YES C403.2.42 Setpoint overlap(deadband)cool) M-Q C403.2.4.3 Automatic setback and Indicate zone t-stat controls with required automatic setback&manual M_0 YES shutdown ovemde N A C4032.4.3.3 Automatic(optimum)start Indicate conditions iccate system controls that adjust equip start time to match load C402.4.5.2& dice a calbri o OSA,exhaust.re a and return air dampers;indude YES CA03 2 4 4 Dampers AMCA rated leak a and control a motorized or gravity,note exc Mons M-2 NA C403.2.11 Heating outside a building Indicate radiant heat system and occupancy controls NA C4032.4-5 Snow melt systems Indicate shut-off controls based on outdoor conditions Nq C4032.4.6 ,eoui merlin heating 'indicate modulating or staged control NA C403.2.4.7 Group R1 hotel/motel Indicate method for guest room automatic setback&set-up of 5°F minimum systems NA CA03.2.4.81 Group R2JR3 dwelling unit Indicate 5-2 programmable thermostats in primary spaces with minimum of systems two setback pericidsa note exceptions taken C403.2.5.1 Demand controlled Indicate high-occupancy spaces and systems requiring DCV M_1 YES ventilation Indicate spaces requiring occupancy-based system control ana method:or YES C4032.5.2 Occupancy sensors alternate means provided to automatically reduce OSA when partially M"1 Enclosed loading Indicate enclosed loading dock and enclosed parking garage ventilation C403 2.5.3 dockiparking garage system activation and control method N A ventilation N q C4032.5 4.1 Kitchen exhaust hoods Indicate k then s requiring make-up air;Indicate make-up air source and con ddfonln method Indicate lab exhaust systems requiring heat recovery,method&efficiency, C4032.5.42 Laboratory exhaust systems or alternative method taken(VAV,semi-conditioned makeup,or CERM N A calculation C403.2.6.t Energy recovery- Indicate ventilation systems requiring ER,method&efficiency;note N A ventilation systems exceptions N q C403 2 6 2 Energy recovery- Indicate on-site steam heating systems requiring energy recovery condensate systems C403 2.6.3 Energy recovery- Indicate remote refrig.condensers requiring ER and use of captured energy NA condensers stems � _ .r, !. 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TRINITY ERD Laboratory Report P37910.02. ➢ 2 Air Leakage Testing of Grip-Rite' HouseWrap and Grip-Rite Commercial Grade Weather Barrier in accordance with ASTM E2357 Prepared for: PrimeSource Building Products 333 Manley Street West Bridgewater, MA 02379 Date of Issuance: March 20, 2012 Trinity ERD MAIN: 80 Yesler Way Suite 200 - Seattle, WA 98104 - P: (206) 467-0054 - F: (206) 267-0272 EAST: 353 Christian Street - Unit 13 - Oxford, CT 06708 - P: (203) 262-9245 - F: (203) 262-9243 LAB: 10 Mauney Court- Columbia, SC 29201 - P: (803) 988-8133 - F: (906) 988-8111 TL-199 Certified Laboratory Report P37910.02.12 PrimeSource Building Products Date of Issuance:03/20/2012 TRINIY ERD Page 2 of S CLIENT INFORMATION: PrimeSource Building Products 333 Manley Street West Bridgewater, MA 02379 c/o: Pete Barrego REFERENCE: Project#201 I.P379I OSC SAMPLES: w Grip-RiteO HouseWrap is a woven, micro-perforated, polypropylene or polyolefin water-resistive barrier. Grip-RiteO Commercial Grade Weather Barrier is a woven, high- density polyethylene fabric that is coated on both sides with a low density polyethylene coating used as a water-resistive barrier Resito Grip-Rite® Window and Door Protector is a self-adhering flashing membrane composed of elastomeric bitumen and a woven polyethylene top surface. SAMPLE DELIVERY: Trinity j ERD randomly sampled rolls of said water-resistive barrier materials at the warehouse facility in Waterbury, CT on 08/23/2011 following Trinity ERD's sampling protocol in accordance with ICC-ES AC85 requirements, and shipped the samples to our Columbia, SC Laboratory. TEST DATE(S): January/ February 2012 ERD TECHNICIANS: Charles Phillips,Tim Cook, Freddy Riofrio (Sampler) PROPERTIES: Air Leakage: ASTM E2357 STANDARDS: ASTM E2357-05 — Standard Test Method for Determining Air Leakage of Air Barrier Assemblies, O ASTM. EQUIPMENT: Air Leakage Calibrated Thermometer, Calibrated Barometer, CME Laminar Flow Elements Trinity I ERD MAIN: 80 Yesler Way- Suite 200 - Seattle, WA 98104 • P: (206) 467-0054- F: (206) 267-0272 A025 EAST: 353 Christian Street - Unit 13 - Oxford, CT 06708 • P: (203) 262-9245 - F: (203) 262-9243 -8133 • F: (908) 968-8111 TL-199 Certified LAB: 10 Mauney Court - Columbia, SC 29201 - P: (803) 988 nCCNEVVED ,. I . Laboratory Report P3791O.O2.12 PrimeSource Building Products Date of Issuance:03l20/2012 � TRiNIY �� Page 3 of 8 I. Alit LEAKAGE—ASTM E23S7: 1.1 Specimen Preparation: 1.1.1 Specimen Type I: Opaque Wall Each wall panel assembly was 8' x 8'framed with nominal 2 x 4-inch wood studs and wood tracks installed at the top and bottom of the wood studs spaced 16-inch o.c. per ASTM E2357 Specimen I-Opaque Wall (see Fig.AL 1). Specimen 1 - Opaque Wall A `— Fasteners(numCer. spacing)as per rranufacture!s irnlructiOnA E E E E E E Joint'a air bartior syatom Test frame details sm Annex B SJL S: Spacmg of au;Ipcx:okment to correspond to tyoical spacing for 2400 mm minlmum anticipated loads \y^^� Section A-A ................. �.�, Shnw how alr barrier system was sealed at edge of frame FIG_Al I Sped—I—Opaque Wall 1.1.1.2 The Grip-Rite' HouseWrap or Grip-Rite® Commercial Grade Weather Barrier is installed with the printed side out, applied horizontally at the base of the wall and overlapping each successive course a minimum of 6-inch at the side laps and 8-inch at the end laps. Laps were sealed with Grip-Rite® House- Wrap Tape. 1-inch plastic headed cap nails were placed every 12-inch o.c. on the vertical studs and 8-inch o.c.at the horizontal studs. Trinity I ERO w MAIN: 80 Yesler Way a Suite 200 a Seattle, WA 98104 • P: (206) 467-0054 a F: (206) 267-0272 A4 EAST: 353 Christian Street • Unit 13 a Oxford, CT 06708 a P: (203) 262-9245 a F: (203) 262-9243 ACCREDITED LAB: 10 Mauney Court- Columbia, SC 29201 a P: (803) 988-8133 - F: (908) 988-8111 TL-199 Certified i Laboratory Report P37910.02.12 PrimeSource Building Products Date of Issuance:03Y2O/2012 �nK Page 4 of B ER® 1.1.2 Specimen Type 2: 1.1.2.1 Each wall panel assembly was 8'x 8'framed with nominal 2 x 4-inch wood studs and wood tracks installed at the top and bottom of the wood studs spaced 16-inch o.c. per ASTM E2357 Specimen 2-Continuity at Penetrations. 1.1.2.2 The Grip-Rite® HouseWrap or Grip-Rite®Commercial Grade Weather Barrier is installed in accordance with 1.1.1.2. 1.1.2.3 A 1.50-inch dia. PVC pipe is installed through the sheathing along with a 4 x 4 inch galvanized duct, Hexagonal External Metal Junction Box and Rectangular External PVC Junction Box(see Fig.A1.2). 1.1.2.4 A 2' x 4' window blank is installed consisting of '/z-inch medium density overlay plywood framed with 3- 5/8-inch x 1-5/8-inch wood framing with a %2-inch gap around the perimeter between the windows blank and treated rough opening. 1.1.2.5 Resisto Grip-Rite®Window& Door Protector was used to seal the perimeter between the window blank framing, galvanized duct, PVC pipe, hexagonal external metal junction box, rectangular external PVC junction box and treated rough openings in accordance with PrimeSource installation details. Specdmen 2--Continuity at Penetrations 7 s y, b l """k' - ieas•wsi end mr banter cwdiguratmn flame as 5paeim®n lid f t: it VAnd- ld e15aP �r1rw•n FTM•SG amX1 iamm Weather are Bic am ,Mink , Et WMO ae P. 1 I m�rsxrr.a inarMMs (�' r' ..,wn o....r .. �'• - i .. - � •eMm. �W it x )f /1 x:m•wewl L iWw Wqe a <� !r Grade i ade �x e tier r �n. nxfle ar x_I...Uranrb.r LS 1` WkL@n1W}/Yfan C69k14 } Tnf ^1 wN�•w. irr8lalled'ds 0000rC0� _ 7 •' mun�.wru>�ws premce n0.A72 mpaclme"2—LbflllnWty dl PBntllleb>RA ,, Trinity I ERD MAIN:80 Yesler Way• Suite 200 •Seattle, WA 98104 P: (206) 467-0054 F: (206) 267-0272 � EAST: 353 Christian Street • Unit 13 • Oxford, CT 06708 • P: (203) 262-9245 • F: (203) 262-9243 LAB: 10 Mauney Court • Columbia, SC 29201 P: (803) 988 6133 TL-199 Certified F: (408) 988-8111 ACCREDITED Laboratory Report P37910.02.12 PrimeSource Building Products Date of Issuance:03/20/2012 TRINITY ERD Page 5 of 8 1.2 Procedure: 1.2.1 The specimen is fitted against and sealed to the chamber opening. A pressure differential is created across the specimen. The pressure difference was incrementally increased and,when stabilized at each pressure difference,air flow is documented. 1.2.2 Specimen Types I and 2 were tested for both infiltration (negative pressure away from interior surface) and exfiltration (positive pressure towards interior surface). 1.3 Results: Table 1:Test Results,Air Leakage,Before Wind Conditioning Pressure Measured Flow L/s•m Sample Pa(psf) Type]:O aque Type 2:Penetrations Positive Negative Positive Negative 25(0.10) 0.0202 0.0081 0.0211 0.0110 50(0.20) 0.0292 0.0156 0.0332 0.0206 Grip-Rite HouseWrap 75 0.30) 0.0337 0-0212 0.0389 0.0280 100(0.40) 0.0510 0.0260 0.0565 0.0329 150(0.60) 0.0551 0.0354 0.0627 0.0440 300 1.20 0.0645 0.0547 0.0706 0.0685 25(0.10) 0.0146 0.0059 0.0192 0,0090 Grip-Rite Commercial 50(0.20) 0,0211 0.0129 0.0226 0.0192 Grade Weather 75(0.30) 0.0273 0.0186 0.0307 0.0272 Barrier 100(0.40) 0.0342 0.0234 0.0358 0.0334 150(0.60) 0.0438 C.0321 0.0442 0.0447 300(1.20) 0.0557 0.0531 0.0565 0.0716 2. WIND PRESSURE CONDITIONING-ASTM E2357: 2.1 Procedure: 2.1.1 After initial air leakage testing,the specimens are exposed to pressure loading of 2000 cycles in either four stages of 500 cycles per stage or two stages of 1000 cycles per stage. 2.2 Results: Table 2A: Test Results,Air Leakage,Before vs.After Wind Conditioning Specimen Type I,Opaque Wall Measured Flow(L/s-mz) Sample Pressure(Pa) Positive Negative Before Cycling After Cycling Before Cycling After Cycling 25 0.0202 0.0232 0.0081 0.0126 50 0.0292 0.0322 0.0156 0.0279 75 -- 0.0337 0.0376 0.0212 0.0339 Grip-Rite HouseWrap 100 0.0510 0.0545 0.0260 0.0433 150 0.0551 0.0588 0.0354 0.0497 300 0.0645 0.0676 0.0547 0.0749 Average: 0.0423 0.0457 0.0268 0.0402 25 0.0146 0.0162 0.0059 0.0074 50 0.0211 0.0239 0.0128 0.0232 Grip-Rite Commercial Grade 75 0.0273 0.0312 0.0186 0-0279 Weather Barrier 100 0.0342 0.0400 0.0234 0.0338 150 0.0438 0.0478 0.0321 0.0432 300 0.0557 0.0614 0.0531 0.0687 Average: 0.0328 0.0367 0.0243 0,0340 Trinity I ERD �k/�� MAIN: 80 Yester Way • Suite 200 - Seattle, WA 98104 - P: (206) 467-0054 • F: (206) 267-0272 AIf��7 EAST: 353 Christian Street • Unit 13 • Oxford, CT 06708 - P: (203) 262-9245 • F: (203) 262-9243 `"� °�' am LAB: 10 Mauney Court• Columbia, SC 29201 • P: (803) 988-8133 • F: (908) 986-8111 ACCREDITED TL-199 Certified i Laboratory Report P37910.02.12 PrimeSource Building Products Date of Issuance:03/20l2012 TRINITY Ep f� Page6of8 Table 2B: Test Results,Air Leakage,Before vs.After Wind Conditioning Specimen Type 2,Penetrations Sample Calculated Measured Flow L/s•ml) Sample Pressure(Pa) Positive Negative Before Cycling After Cycling Before Cycling After Cycling 25 0.0211 0.0249 0.0110 0.0139 50 0.0332 _ 0.0362 0.0206 0.0329 75 0.0389 0.0414 0.0280 0.0428 Grip-Rite HouseWrap 100 0.0565 0.0599 0.0329 0.0484 150 0.0627 0.0672 0.0440 0.0572 300 0.0706 0.0749 0,0685 0.0848 Average: 0.0471 0.0507 0.0342 0.0467 25 0.0192 0.0209 0.0090 0.0128 50 0.0226 0.0254 0.0192 0.0300 75 0.0307 0.0360 0.0272 0.0335 Weather Commercial Grade 100 0.0359 0.0412 0.0334 0.0492 Weather Barrier 150 0.0442 0.0502 0.0447 0.0569 300 0.0565 0.0617 0.0716 0.0900 Average: 0.0348 0.0392 0.0342 0.0462 2.3 Observations: 2.3.1 After each loading stage the, the barrier assembly shall be inspected for signs of fracture, delamination, loosening of fasteners, or any change in the structure that would affect the integrity of the assembly. No such observations were noted for any specimen. 3. DEFLECTION-ASTM E2357: 3.1 Scope: 3.1.1 After wind conditioning and air leakage testing, maximum deflections of the air barrier material and the test specimen are recorded at the wind pressures as outlined in Table 2 of E2357 for both positive and negative pressures. For the purposes of this program,deflection measurements were taken at the higher of the two pressure differentials (1440 Pa). 3.2 Procedure: 3.2.1 Maximum deflections of the air barrier material and the test specimen shall be recorded at 1440 Pa,which is held for minimum 10 seconds,for both positive and negative pressures. 3.3 Results: Table 3:Test Results,Deflection @ 1440Pa(inch) Sample Specimen Positive Negative Type 1 1.15 0.285 Grip-Rite HouseWrap Type 2 1.25 0.290 Grip-Rite Commercial Grade Type 1 1.25 0.295 Weather Barrier Type 2 1.15 0.298 Trinity I ERD 'w� MAIN: 80 Yesler Way• Suite 200 Seattle, WA 98104 • P: (206) 467-0054 • F: (206) 267-0272 IA�S EAST: 353 Christian Street • Unit 13 • Oxford, CT 06708 • P: (203) 262-9245 • F: (203) 262-9243 LAB: 10 Mauney Court • Columbia, SC 29201 • P: (803) 988-8133 • F: (908) 968-8111 ACCREDITED 7r TL-149 Certified .,, . �, �� I I I Laboratory Report P37910.02.12 PrimeSource Building Products Date of Issuance:03/20/2012 ' TRINITY TpI1 IA T CI� ITi D D Page 7 of 8 'V C 4. ANALYSIS: 4.1 The air leakage rate of the specimen to be reported, for both positive and negative cases, shall be the air leakage rate of the specimen after it has been subjected to the wind conditioning. 4.2 The referenced air leakage rate for each wall assembly shall be the higher data point value leakage rate at 75 Pa for the exfiitration and infiltration cases. For this program,the higher data point value leakage rate at 75 Pa was exfiltration (positive pressure towards interior surface). 4.3 The reference base air leakage rate at 75 Pa determined for Specimen I, the Opaque Wall, shall be the system air leakage rating assigned to the assembly provided that the air leakage at 75 Pa obtained for Specimen 2 is no more than 10%greater than the reference base air leakage for Specimen 1. Table 4: Summary of Air Leakage(L/s m),Post-Wind-Conditioning,at 75 Pa Sample Exfiltration Type 1 Type 2 %Difference Grip-Rite HouseWrap 0.0376 0.0414 9.2%<10% (Use Type 1 result) Grip-Rite Commercial 13.3%>10% Grade Weather Barrier 0.0312 0,0360 (Use Type Z result) 4.4 The flow rate equation shall be established through linear fitting of data by method of least squares. Grip-Rite HouseWrap,Type 1Specimen,Post-Wind-Conditioning,Exfiltration OPvs.Air leakage rate 0.0800 E 0.0700 75 Pa J 0.0600 i- 0.0500 y=0.0002x+0.0278 0.0400 I- Rz=0.7857 m 0.0300 L 0.0200 a 0.0100 1 — 0.0000 - 0 50 100 150 200 250 300 350 AP(Pa) Trinity I ERO 0,11 MAIN:80 Yesler Way• Suite 200 Seattle, WA 98104 • P: (206) 467-0054 • F: (206) 267-0272 A45 EAST: 353 Christian Street • Unit 13 • Oxford, CT 06708 • P: (203) 262-9245 • F: (203) 262-9243 LAB: 10 Mauney Court• Columbia, SC 29201 • P: (803) 988-8133 • F: (908) 988-8111 TL-1 9 L-194 Certified Laboratory Report P37410.02.12 PrimeSource Building Products Date of Issuance:03/2012012 IQ INIW ERD Page 8 of 8 \ G rip-Rite Commercial Grade Weather Barrier Type 2 Specimen,Post-Wind-Conditioning,Exfiltration dP vs.Air leakage rate 0.0700 75 Pa E 0,0600 w —� 0.0500 ter. a 0.0400 y 0.01741n(x)-0.0385 ' R'r 0,972 R' 0.0300 / w � 0.0200 l a 0.0100 0.0000 0 50 100 150 200 250 300 350 AP(pa) S. CONCLUSIONS. 5.1 Trinity) ERD has tested Grip-Rite HouseWrap and Grip-Rite Commercial Grade Weather Barrier assemblies,a described herein,for air leakage in accordance with ASTM E2357. 5.1.1 Review of results indicates compliance with the requirements of the American Air Barrier-Association of America[<0.2 U(s m') @ 75 Pa]as follows: i� Grip-Rite HouseWrap: 0.0376 U(s m')at 75 Pa y Grip-Rite Commercial Grade Weather Barrier: 0.0360 U(s m')at 75 Pa Please contact our office with any questions. Sincerely, TRINITY f ERD ��l/ t /GAS✓=' _ <f� - ` _ Charles Phillips Robert Nieminen,P.E. Laboratory Manager Vice President REPORT HISTORY: Date ygr�t ores Authorized gY 02/29/2012 Draft report Issued For Client Review RN 0312.012012 Final Issued None RN This report and the data contained therein Is the sole property of TrinitylERD and the named client. This report shall not be reproduced outside TrinitylERD except by the named client without written permission by the named client.In which case the report shall be reproduced in its entirety. Trinity 1 ERD MAIN:so Yesler Way Suite 200 • Seattle, WA 98104 • P: (206) 467-0054 F: (206) 267-0272 BAST: 3$3 Christian Street Unit 13 . Gxfard, CT 06708 • P. (203) 262-9245 . F: (203) 262.9243 ACCREOtitD LAB: to Mauney Court• Columbia, 5C 29201 4 P: (803) 988-8133 • F: (908) 988•BL11 TL-199 Certified �.: �I PO BOX 140537 BRIGGS ENGINEERING (208)871-0200 Garden City, ID 83714 briggsengineering@msn.com com Whitley Evergreen, Inc. 14219 Smokey Point Blvd. Marysville, WA 98271 RE:Plans Revieip Report(per L&1 procedure bulletin 95-12-2) I have reviewed the plans to be submitted to the State of Washington Department of Labor and Industries and find them to be in complience with current Washington State regulations. All known deficiencies have been corrected. Plan Data Whitley Serial Number: 1113-102 1001/1008 Whitley Job Number: 4179 Commercial Coach(CC): Factory Built Structures(IBC): X Drawing Numbers for Prints Reviewed Sheet Number Sheet Title Date Drawn Revision Date Revision# A-0.0 COVER SHEET 11/26/2013 12/20/2013 2 A-0.1 SCHEDULES 11/26/2013 12/20/2013 2 A-1.0 FLOOR PLAN 11/26/2013 12/20/2013 2 A-2.0 EXTERIOR ELEVATIONS 11/26/2013 12/20/2013 2 A-4.0 ROOF PLAN 11/26/2013 12/20/2013 2 S-1.0 STRUCTURAL PLAN 11/26/2013 12/20/2013 2 S-1.1 FLOOR FRAMING PLAN 11/26/2013 12/20/2013 2 S-1.2 ROOF FRAMING PLAN 11/26/2013 12/20/2013 2 S-2.0 TRANSVERS SECTION 11/26/2013 12/20/2013 2 S-2.1 LONGITUDINGAL SECTION 11/26/2013 12/20/2013 2 S-3.0 DETAILS 11/26/2013 12/20/2013 2 F-1.0 FOUNDATION PLAN 11/26/2013 12/20/2013 2 F-2.0 FOUNDATION DETAILS 11/26/2013 12/20/2013 2 n/a -- -- -- -- n/a -- -- -- -- n/a -- -- -- -- En ineerin g Disci Aline Structural: X Mechanical: Electrical: Remarks: None Dean W. Briggs, P.E. v�>�,�., 11,`}��j( � HISS �v pF . B�Q SAS F�'tA�M�'.Ull� ld�G ON nnnnnvcn 9014 u�ty fto 0 b Rl oRir-r.TT(I rnnF RENEWS:09/27/2015 201300.18 1 - 1 12/18/2013 .'t • J, 1 II 1 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.#4179 BLDG/MOD 1001/1008 To: Arlington SET# Date: 18-Dec-13 201300# 18.1.2 State: WA 0 Table of Contents Page I. DESIGN CRITERIA 2 II. DIMENSIONS 3 III. ROOF AND WALL DESIGN A. Sheathing............................................................................ 4 B. Roof Joists........................................................................... 4 C. Mateline Beam.................................................................... 4 D. Columns 1. End Wall............................................................... 5 2. Intermediate.......................................................... 6 E. Wall Studs......... ........................................ ................... 7 F. Headers............. .... ..................... .. .... .... 9 .... .... ..... .,......... .... IV. FLOOR DESIGN A. Decking................................................................................ 11 B. Rim Joists............................................................................ 11 C. Joists................................................................................... 12 V. LATERAL DESIGN A. Roof Diaphragm.................................................................. 13 B. Total Dynamic Loads......................................................... 13 C. Diaphragm Design 1. Sheathing...........................»................................ 13 2. Chords.................................................................. 13 D. Shearwall Design 1. Endwalls............................................................... 14 2. Sidewalls.............................................................. 14 VI. MODULE DESIGN SUMMARY 15 APPENDIX'A' SUPPLEMENTARY CALCULATIONS APPENDIX'B' FOUNDATION DESIGN SroNAL M o 1 A I L-Ul-WASHINU I*ON OEPT.QFI h�� I�dTI,�rHIES FAS PL;41411 Ik llq� ' ON A nrinn1 n-n F(.0 06 2014 SUBJECT TO CODE AND FIELD INSPECTION Page 1 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Owner Arlington S.D Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA I.DESIGN CRITERIA: Building Risk Category: Category= II IBC,Table 1604.5 A. Dead Load: ASCE 7-10,Table 1.5-2 Roof RDL= 10 psf Ceiling CDL= 1 psf Floor FDL= 9 psf lu= 0.00 ft Wall WDL= 8 psf he= 0.00 ft B.Roof Live Load: ASCE 7-10, Figure 7-8, hd= 0 ft Basic Snow Load Is= 100% 30 psf Max. Drift= 0 psf Ground Snow Load GSL= 43 psf, Drifting Based on a 15 psf, GSL Roof Live Load Ir= 100% 1 20 psf Drift Density 16 pcf Design Roof Load RLL= 30 psf Drift Width 0 ft Collateral Live Load CLL= Sprinkler d psf Load Duration Factor Cd= Snow 1.15 % C.Floor Load: Uniform Floor Load FLLu 4-Classroom 40 psf Concentrated Load p= 1000 lbs. ASCE 7-10,Table 4-1 OR IBC Table 1st Flr Corridors/Entry FLLec= 100 psf 1607.1 Upper Corridors FLLuc= 80 psf Storage/File/Library FLLsI 125 psf Partion Load, PDL= I No lRequired 0 psf IASCE 7-05, Section 4.2.2 D. Wind Load. (Ultimate Factored Loads) Basic Wind Speed,V= 110 mph ASCE 7-10, Figure 26.5-lA-C 3 Exposure Category = © Coefficient, X= 1.21 ASCE 7-10, Section 28.3-1 Directional Factor Kd= 0.85 ASCE 7-10,Table 26.6-1 Site Conditions Height of Hill, Ridge or Escarpment, H= 1 ft. Height of Uphill Terrain in 2 mile radius 1 ft. ASCE 7-10, Figure 26.8-1 Slope mid-height to top of crest(horiz), Lh= 1 ft. Distance from Crest to Building,x= 1 ft. Is hill, ridge. Escarpment isolated by 100H or 2 miles? Yes=O, 1 ASCE 7-10,Section 26.8.1-1 No=1 Does the Hill protrude above height of the uphill terrain by a Yes=O, 1 ASCE 7-10, Section 26.8.1-2 No=1 Is Structure located in upper 1/2 of hill/ridge or near crest of 1 Yes=O, 1 ASCE 7-10,Section 26.8.1-3 No=1 Is h/Lh>0.2 Yes=O, 1 ASCE 7-10, Section 26.8.1-4 No=1 Is H> 15, Exp C&D, or>60 for Exp B? Yes=O, 1 ASCE 7-10,Section 26.8.1-5 No=1 H/Lk= 1 K1 = 0.00 x/Lh = 1 K2= 0.00 ASCE 7-10, Figure 26.6-1 z/Lh= 1 K3= 0.00 0 Topographic Effects Kzt= 1.00 1 Roof Pitch= 0.25 12 Slope Angle=ATan(Rise/Run)= 4.76 Degrees "a"Edge Pressure Distance= 4.60 ft. Edge Wind Pressure,Wep=(Zone A) 19.20 psf ASCE 7-10, Figure 28.6-1 Interior Wind Pressure,Wip=(Zone C) 12.70 psf Average Design Wind Pressure, Pw= 13.70 psf Average Edge Uplift Pressure Zone E/F -23.10 -13 1 -14.60 psf Zone G/H -16.00 -10.1 -12.92 psf Components&Cladding Uplift ASCE 7-10 Chapter 30 Interior Zones Roof-Zone 1,Walls-Zone 4 24.10 psf-gross -8.79 psf-net ASCE 7-101 End Zones Roof-Zone 2,Walls-Zone 5 44.30 psf-gross -25.96 psf-net T30.7.2 Corner Zones Roof-Zone 3 75.50 psf-gross -52.48 psf-net Page 2 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Owner Arlington S.D. Building: 96x46-Classroom Proj.# 4179 BLDG/MOD 1001/1008 To: Arlington SET# Date: 18-Dec-13 201300# 18.1.2 State: WA E.Seismic: ASCE 7-10 Section 12.14-Simplified Alt.Struc.Design Criteria for Simple Bearing Wall or Frame Systems Weight of Roof,Wrf= 14 psf 73822 # Total Building Weight,Wtot= 28 psf, net 159282 #grossl Storage Load% Used in Seismic Design= 0% ASCE 7-10, 12.7.2.1 Partition Load Used in Seismic Design= 0 psf ASCE 7-10, 12.7.2.2 Equipment Load%Used in Seismic Design= 100% ASCE 7-10, 12.7.2.3 Snow Load%Used in Seismic Design= 0% ASCE 7-10, 12.7.2.4 Seismic Improtance Factor, le= 1.00 ASCE 7-10,Table 1.5-2 0 Site Class(Soil Stiffness) D ASCE-7-10,Section 11.4.2 I 47.392D N Seismic Design Category D Max Ss ASCE 7-10,Table 11.6.1 & 11.6-2 122.232D W Max. Spectral Accelerations for short periods, Ss= 1.0276 0.3397 ASCE 7-10, Figures 22-1 to 22-6 Site Coefficient, Fa= 1.090 1 1.60 ASCE 7-10,Tables 11.4-1&11.4-2 Max. Spectral Response,SMS=Fa*Ss= 1.120 0.54 ASCE 7-10, EQ 11.4-1 & 11.4-2 Design Spectral Response, SAS=2/3*SMs= 0.7471 0.36 ASCE 7-10, EQ 11.4-3& 11.4-4 Response Modification Coefficient, R= 6.50 ASCE 7-10,Table 12.2-1 Redundancy Factor, ps= 1.00 ASCE 7-10, Section 12.3.4 Cs=le*Sds/R 0.1149 ASCE 7-10, EQ 12.8-2 Ct= 0.02 x= 0.75 ASCE 7-10 Table 12 8-2 Ta(sec)=Ct*hn^x 0.0200 ASCE 7-10, EQ 12.8-7 TL(sec)= 4 ASCE 7-10 Figures 22-12 to 22-16 Csmax= 12.3077 ASCE EQ 12.8-3& 12.8-4 Csmin= 0.1354 Diaphragm Shear, psr=ps*Cs*Wrf= 1.89 psf ASCE 7-10, EQ 12.8-1 Total Shear, pst=ps*Cs*Wtot= 3.76 psf ASCE 7-10, EQ 12.8-1 Interior Lateral Loads, Pis= 5 psf. IBC Section 1607.13 Page 3 Modular Building Calculations 20121BC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD 1001/1008 To: Arlington SET# Date: 18-Dec-13 201300# 18.1.2 State: WA II.DIMENSIONS: Max. Modulo Length, ML- 46.00 ft. Max Module Width, MW= 12.00 ft.ave, MIN. Bldg Length,L #Units= 1 46.00 ft. Bldg Width,W #Units= 8 96.00 ft. Wall Height,Wht= 11.50 ft.to top sheathing at face of wall Roof Ht, Rht= Slope, inch/ft= 0.25 L 0.96 ft. Building Ht Coeff, Htc=Rht+Wht+Fht-15 1.00 Mateline Roof Beam Span, Lmlb= 19.00 ft. Mateline Roof Beam Tributary Span(interior), Lmlbi= 23.00 ft. Mateline Roof Beam Span(exterior), Lmlbe= 19.00 ft. Roof/Ceiling Joist Span,rjs= 12.00 ft.max. Controlling Penetrations Width of Exterior Wall,Wew= 5.5 inches MOD-SIDES MOD-ENDS Header Span, hs1 = 3.50 ft. 1 0 Header Span, hs2= 4.15 ft. 3 7 Header Span,hs3= 5.00 ft. Header Span, hs4= ft. Sidewall Non-Shearwall ft. Endwall Non-Shearwall ft. 4 7 Roof Overhang, RO= 3 inches 0.25 ft. Floor Height Above NG, Fht= 18.00 inches 1.50 ft Header Required for Interior Mateline Beam Support: Header Span, hs5= 0.00 ft. Tributary Span for Interior Header, hs5sp= 0.00 ft. #Floor Joist Spans= 2 Clear Distance between Floor supports, L2a= 69.50 inches Front/Back Eff. Total Shearwall ft. Lsw1 = 30.05 ft. Front/Back Ave. Eff. Single Shearw 5 ft. Lsw2= 6.01 ft. Sides/Ends Eff. Total Shearwall ft. W1sw= 66.95 ft. Sides/End Ave. Eff. Single 8 ft. W2sw= 8.37 ft. Shearwall Page 4 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD SET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA III.CEILING/ROOF AND WALL DESIGN: A SHEATHING td=thickness= 0.625 inch, Nominal, OK by Inspection. Use: 5/8 in.Plywood shthg over joist/trusses @ 16-inches o.c. B. ROOF JOISTS: NDS-2012 Roof Joist Span, rjs(feet)= 12.00 Joist Depth,do(inches)= 7.25 1 2x8 10.88 in2,Area Joist Width,to(inches)= 1.50 13.14 in3,Section Modulas Joist Spacing, so(inches)= 16.00 47.63 in4, Mom of Inertia Vent Depth,vdrj(inches)= 0.00 Grade: HF#2 CM= 1.00 (wet service) Cfu= 1.00 (flat use) Ct= 1.00 (temperature) Ci= 1.00 (incising) CL= 1.00 (stability) Cr= 1.15 (repetative) Erj(psi)= 1,300,000 CF= 1.00 (size) Cb= 1.00 (bearing area) Cp= 1.00 (Column Stabil CT= 1.00 (Buckling) Fbo(psi)= 850 KF_Fb= 2.54 cpb= 0.85 A= 0.80 Fvrj(psi)= 150 KF_Fv= 2.88 cpb= 0.75 A= 0.80 Fct' (psi)= 405 KF_Fct= 1.67 cpb= 0.90 T%= 1.00 Fv'(psi)= 259.20 E'(psi)= 1,300,000.00 Fb'(psi)= 1,942.49 Allowable TL Deflection(inches) = 0.60 Fct' (psi)= 608.72 Allowable LL Deflection(inches) = 0.40 wrju (plf)=( 1.2*(RDL+CDL+CLL)+1.6*(RLL))*srj= 85 Shear,Vo(lb)=wrj"(rjs-drj)/2= 458 fv, psi= 63 psi OK! Moment, Mo (ft-lb)=wrj*rjs^2/8= 1,526 fb, psi= 1,394 psi OK! Bearing (lb)=wrj*MW/2= 508.80 Brg Length(Inches)= 0.56 TL Deflection, inches= 0.49 OK! LL Defl= 0.34 OK! Use: 1-2x8 HF#2 OR Pre-manuf.Trusses@ 16-inches o.c. C. ROOF BEAM Design from Computer Programs,Attached in Appendix Assumed Beam Depth,dmlb= 15.25 inches Assumed Beam Width,wmlb= 1.50 inches Material Stresses: Vertical Laminated Beams 2,850 psi, Fbrb 285 psi, Fvrb 750 psi, Fcrb 2,000,000 psi, Eb wrb(plf)=(1.2(RDL+CDL+CLL)+1.6*RLL)MW/2= 391 plf Total Deflection From CC)= 0.57 in L/180= 1.27 in OK! Max V, % 60% LL Deflection(From CC)= 0.40 in L/240= 0.95 in OK! Max M, % 97% Use: 1.5 x 24 LVL Beam,Each Module,OR Premanufactured Girder Truss Connect Mateline Beams @ 4'-0"o.c.w/1/2"O Thru-bolts or SDS-1/4x3-1/2 Beam may be tappered from 15-1/4"at low end at 0.25"/12" Page 5 Modular Building Calculations 20121BC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD SET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA D. COLUMNS 1 END: (At Grid Lines C1 &C4) Nominal Dimonoions: 2x6 1 Lumber(sawn or glulam)= sawn Axial Load, Pec=from Roof Beam Analysis= 2,247 Column Properties: Wide Face Dimension, dec= 5.50 in. Laterally Supported Along Entire Length? N Narrow Face Dimension, bec= 1.50 in. Laterally Supported Along Entire Length? Y Area,Aec= 8.25 inA2 Section Modulus, Sec= 7.56 in.A3 Column Height, hec=Wht*12= 115.00 in. Tabulated Values: Column Lumber Grade= HF-Stud Tabulated Compression Design Value, Fcec= 725 psi Tabulated Modulus of Elasticity, Eec= 1,200,000 psi Adjustment Factors: Load Duration Factor, Cdec= 1.15 psi Repetitive Factor(sawn lumber), Cr= 1.15 Adjusted Fc(not including Cp), F*cec= 958.81 psi Euler Buckling Coefficient for Columns, KcEec= 0.30 c= 0.80 (sawn lumber) Buckling Length Coefficient, Keec= 1.00 Unsupported Length, luec= 115.00 in. Effective Length of Compression Member, leec= 115.00 in. Governing Slenderness Ratio, leec/bec or leec/dec= 20.91 Check if leec/bec<50........... yes Critical Buckling Design Value, FcEec= 823.44 Column Stability Factor, Cpec= 0.64 Allowable Compression Design Value, F'cec= 610.04 psi Axial Load Applied to Column, Pec= 2,247.00 Ibs Actual Compression Stress,fcec= 272.36 psi Stress Ratio,fcec/F'cec= 0.45 OKI Abraec(in2)=Pec/Fcrb= 3.00 sq. in. Abrrec(in2)=wmlb*dec= 8.25 sq. in. #12d in Bearing Block= 0.00 12d Additional Bearing Not Required! Net Uplift= -780.12 MSTA18 1,140 1 Use: (1)2x6 HF-Stud OR HSS3x2x3/16 per module per module as exterior columns. 1.5 x 2x1/2 Steel Bearing Plate is required for HSS. 1-MSTA18 Strap OR(4)SDS 1/4x3 Top&Bottom Per Column Page 6 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD SET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA 2. INTERMEDIATE: Nominal Dimensions: 2x4 3 Lumber(sawn or glulam)= sawn Axial Load, Pic=from Roof Beam Analysis= 6,218 Ibs Column Properties: Wide Face Dimension, dic= 3.50 in. Laterally Supported Along Entire Length? N Narrow Face Dimension, bic= 1.50 in. Laterally Supported Along Entire Length? Y Area,Aic= 15.75 inA2 Section Modulus,Sic= 919 in.A3 Column Height, hic=Wht*12= 115.00 in. Tabulated Values: Column Lumber Grade= HF-#2 Tabulated Compression Design Value, Fcic= 1,300 psi Tabulated Modulus of Elasticity, Eic= 1,300,000 psi Adjustment Factors: Load Duration Factor, Cdic= 1.15 Size Factor(sawn lumber), Cfic= 1.15 Adjusted Fc(not including Cp), F*cic= 1,719.25 psi Euler Buckling Coefficient for Columns, KcEic= 0.30 c= 0.80 (sawn lumber) Buckling Length Coefficient, Keic= 1 00 Unsupported Length, luic= 115.00 in. Effective Length of Compression Member, leic= 115.00 in. Governing Slenderness Ratio, leic/bic or leic/dic= 32.86 Check if leic/bic<50. . . . ... yes Critical Buckling Design Value, FcEic= 361 25 Column Stability Factor,Cpic= 0.20 Allowable Compression Design Value, F'cic= 454.99 psi Axial Load Applied to Column, Pic= 6,21800 Ibs Actual Compression Stress,fcic= 39479 psi Stress Ratio, fcec/F'cec= 0.87 OK! Abraic(in2)= Pic/Fcrb= 8.29 sq in. Abrric(in2)=wmlb*dic= 5.25 sq. in. #12d in Bearing Block= Additional Bearing Required! 21.10 12d 7.03 SDS25300 Net Uplift= 29.67 MSTA18 1,140 1 (3)2x4 HF-#2 OR HSS3x2x3/16 per module under each direct bearing support w/o intersecting walls Use: (2)2x4 w/intersecting walls.Connect together in field,@ 48"o.c. 2x12 HF#2 Bearing Block with(22)12d nails OR(8)SDS25300 OR 1.5 x 6x1/2 Steel Bearing Plate is required. 1-MSTA18 Strap OR(4)SDS 1/4x3 Top&Bottom Per Column E. STUD WALLS: 1. EXTERIOR WALL STUDS- Use: 2x6 @16"o.c.-OK,inspection(HF-Stud) 2. MATELINE WALL STUDS- Use: Mateline walls studs are not used! Page 7 Modular Building Calculations 20121BC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD SET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA F. HEADERS: F_1 Header#1 Roof Joist Span, Hs1 (feet)= 3.50 Joist Depth,dh1(inches)= 5.50 16.50 in2,Area Joist Width,th1 (inches)= 3.00 (2)2x6 15.13 in3,Section Modulas Tributary Width, Ltw(feet)= 6.3 41.59 in4, Mom of Inertia Grade: HF#2 CM= 1.00 (wet service) Cfu= 1.00 (flat use) Ct= 1.00 (temperature) Ci= 1.00 (incising) CL= 1.00 (stability) Cr= 1.00 (repetative) Erj (psi)= 1,500,000 CF= 1.00 (size) Cb= 1.00 (bearing area) Cp= 1.00 (Column Stabil CT= 1.00 (Buckling) Fbrj (psi)= 850 KF_Fb= 2.54 cpb= 0.85 A= 0.80 Fvrj (psi)= 150 KF_Fv= 2.88 cpb= 0.75 A= 0.80 Fct' (psi)= 405 KF_Fct= 1.67 cpb= 0.90 A= 1.00 Fv' (psi)= 259.20 E'(psi)= 1,500,000.00 Fb' (psi)= 1,468.80 Allowable TL Deflection(inches) = 0.1750 Fct' (psi)= 608.72 Allowable LL Deflection (inches) = 0.1167 wh1(plf)_( 1.2*(RDL+CDL+CLL)+1.6*(RLL))*Ltw= 398 Shear,Vh1 (lb)=wh1*(Hs1-dh1)/2= 513 fv, psi= 47 psi OK! Moment, Mh1(ft-lb)=wh1*Hs1^2/8= 609 fb, psi = 483 psi OKI Bearing, Bh1 (lb)=wh1*MW/2= 696 Brg Length(Inches)= 0.38 TL Deflection, inches= 0.0209 OKI LL Defl= 0.0146 OKI Header 1-(2)2x6,HF#2 F.2 Header#2 Roof Joist Span, Hs2(feet)= 4.15 Joist Depth, dh2(inches)= 5.50 16.50 in2,Area Joist Width,th2(inches)= 3.00 (2)2x6 15.13 in3,Section Modulas Tributary Width, Ltw(feet)= 6.3 41.59 in4, Mom of Inertia Grade: HF#2 CM= 1.00 (wet service) Cfu= 1.00 (flat use) Ct= 1.00 (temperature) Ci= 1.00 (incising) CL= 1.00 (stability) Cr= 1.00 (repetative) Erj (psi)= 1,500,000 CF= 1.00 (size) Cb= 1.00 (bearing area) Cp= 1.00 (Column Stabil CT= 1.00 (Buckling) Fbrj (psi)= 850 KF_Fb= 2.54 cpb= 0.85 A= 0.80 Fvrj (psi)= 150 KF_Fv= 2.88 cpb= 0.75 A= 0.80 Fct' (psi)= 405 KF_Fct= 1.67 cpb= 0.90 A= 1.00 Fv' (psi)= 259.20 E'(psi)_ #VALUE! Fb' (psi)= 1,468.80 Allowable TL Deflection(inches) = 0.2075 Fct' (psi)= 608.72 Allowable LL Deflection (inches) = 0.1383 wh2(plf)_( 1.2*(RDL+CDL+CLL)+1.6*(RLL))*Ltw= 398 Shear,Vh2(lb)=wh1*(Hs1-dh1)/2= 643 fv, psi= 58 psi OK! Moment, Mh2(ft-lb)=wh1*Hs1^2/8= 856 fb, psi = 679 psi OK! Bearing, Bh2 (lb)=wh1*MW/2= 825 Brg Length(Inches)= 0.45 TL Deflection, inches= 0.0414 OKI LL Defl= 0.0289 OK! Header 2-(2)2x6-HF#2 Page 8 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD SET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA F_3 Header#3 Roof Joist Span, Hs3(feet)= 5.00 Joist Depth,dh3(inches)= 5.50 (2)2x6 16.50 in2,Area Joist Width,th3(inches)= 3.00 15.13 in3,Section Modulas Tributary Width, Ltw(feet)= 6.3 41,59 in4, Mom of Inertia Grade: HF#2 CM= 1.00 (wet service) Cfu= 1.00 (flat use) Ct= 1.00 (temperature) Ci= 1.00 (incising) CL= 1.00 (stability) Cr= 1.00 (repetative) Erj(psi)= 1,500,000 CF= 1.00 (size) Cb= 1.00 (bearing area) Cp= 1.00 (Column Stabil CT= 1.00 (Buckling) Fbrj(psi)= 850 KF_Fb= 2.54 cpb= 0.85 A= 0.80 Fvrj(psi)= 150 KF_Fv= 2.88 cpb= 0.75 1;= 0.80 Fct' (psi)= 405 KF_Fct= 1.67 cpb= 0.90 1%= 1.00 Fv'(psi)= 259.20 E'(psi)_ #VALUE! Fb'(psi)= 1,468.80 Allowable TL Deflection(inches) = 0.2500 Fct' (psi)= 608.72 Allowable LL Deflection(inches) = 0.1667 wh3(plf)_( 1.2*(RDL+CDL+CLL)+1.6*(RLL))*Ltw= 398 Shear,Vh3(lb)=wh1*(Hs1-dh1)/2= 812 fv, psi= 74 psi OK! Moment, Mh3(ft-lb)=wh1*Hs1^2/8= 1,242 fb, psi= 986 psi OK! Bearing, Bh3(lb)=wh1*MW/2= 994 Brg Length(Inches)= 0.54 TL Deflection, inches= 0.0872 OK! LL Defl= 0.0609 OK! Header 3-(2)2x6-HF#2 F_4 Header#4 Header#4 NOT USED! F_5 Header#5 Header#5 NOT USED! Page 9 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD 1001/1008 To: Arlington SET# Date: 18-DecA 3 201300# 18.1.2 State: WA IV.FLOOR DESIGN: A. DECKING Use: 0.75 "T&G Floor Sheathing over joists @ 16 o.c.,MAX. Rim Joist Capacity: Joist Depth,drm= 7.25 in. Joist Thickness,trm= 1.50 in. #Joists= 1 Support Flange Width,sfw= 3.00 in. Max Shear Location, Lvr=drm+sfw/2= 8.75 in, Rim Joist Span, rms= 84 in. Area,Arm= 10.9 in.A2 Section Modulus,Srm= 13.1 in.A3 Grade: LVL 2600 psi, Fbrm 285 psi, Fvrm Assumed: 1.5x7.25 Cfrm= 1.00 Total uniform load, Wrm=((MW/2)*(RDL+CDL+CLL+RLL)+(L2a/24*(FDL+FLL))+Wht*WDL)= 489 pif Allowable uniform Load,Wrma, due to: Shear, (Fvrm*Cd*Arm)/(1.5*(rms/2-drm)/12)= 821 plf. Moment, ((Fbrm*Cd*Cfrm*Srm*10)/12)/(rms/12)^2= 802 plf. Max.allowable uniform load carried by rim joist,Wrma= 802 plf. Uniform load carried by floor joists,Wrfj=Wrm-Wrma= 0 pit Point load @ end of joists due to roof and wall loads, Pj=Wrfj*sfj/12= 0 lbs. Use: (1)1.5x7.25 LVL rim joist(s)at each side w/supports @ 7 feet o.c.,MAX. OR Foundation Support Page 10 Modular Building Calculations 2012 18C Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD 1001/1008 To:Arlington SET# Date: 18-Dec-13 201300# 18.1.2 State: WA C JOISTS Joist Depth, dfj= 7.25 inches Joist Spacing,sfj= 16 inches Total uniform load,wfj(plf)_(FDL+FLL+PDL)*sfj/12= 65 plf Conc. Load on two joists over 2.5'_(p/(2*2.5)= 200 plf Point load @ end of joists due to roof and wall loads, Pj=Wrfj*sfj/12= 0 lbs. Shear,Vfj(Ibs)=From Computer Floor Analysis,Attached Maximum Vfj= (Access& 100 psf Storage) 35.7%Allowable Stress< 100%-OK Moment, Mf(ft-Ibs)=From Computer Floor Analysis,Attached Maximum Mf= (Conc. Office Load) 96.1% Allowable Stress< 100%-OK Grade: HF#2 Assumed: 2x8 USE: Classroom Floor Joists 2x8 HF#2 floor joists @ 16 in.o.c 1st Fir Corridors/Entry 2x8 HF#2 floor joists @ 16 in.o.c Storage/File/Library 2x8 HF#2 floor joists @ 16 in.o.c C1. JOISTS SUPPORTING MATELINE BEAM HEADER: Not Requiredl Page 11 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA V.LATERAL DESIGN: A.CEILING/ROOF DIAPI IRAM LOADS: 1.WIND: Lateral Load Area(LLA1)_(Rht+(Wht/2))*L= 308.58 sq.ft. Lateral Load(LV1)=LLA1*Pw= 4228.40 lb. 0 0 lbs.Wind Drag Force Longitudinal Load Area(LLA2)=(Rht/2+(Wht/2))*W= 598.00 sq.ft. Longitudinal Load(LV2)=LLA2*Pw= 8194.17 lb. 0 0 lbs.Wind Drag Force 2.SEISMIC: Lateral or Longitudinal Load(LV3)=L*W*psr= 8328.55 lb. 0 0 lbs.Wind Drag Force B.TOTAL DYNAMIC LOADS 1.WIND: Lateral Load Area(LLA3)=(Wht+Rht+Fht)*L 642.08 sq.ft. Lateral Load(LV4)=LLA3*Pw= 8798.22 lb. 0 0 lbs.Wind Drag Force Longitudinal Load Area(LLA4)=(Rht/2+Wht+Fht)*W 1294.00 sq.ft. Longitudinal Load (LV5)=LLA4*Pw= 17731.19 lb. 0 0 lbs.Wind Drag Force 2. SEISMIC: Lateral or Longitudinal Load(LV6)=L*W*pst= 16587.96 lb. 0 0 lbs.Wind Drag Force C. DIAPHRAM DESIGN 1. SHEATHING #of Interior Shearwalls= 0 Vd =Max(LV1,LV2,LV3)*ML/L/2= 4164.27 lb. Nominal width of diaphrapm sheathing(3/8"or 1/2"), td= 0.625 in. Unit Diaphragm Shear, uvd @ end walls=Vd/W= 43.38 lb/ft Allowable unit shear without blocking, avd= 301.76 lb/ft. OK! No Blocking Req'd. Distance(feet)of Blocking from each end of wall, bd= 0.00 ft. Connector Type(CT), "N"=Nails,"S"=Staples N Use: 518 in. Plywood shthg over joistitrusses @ 16-inches o.c.,with blocked edges @ 0-ft.each end 8d @ 6"o.c.@ boundary edges 6"o.c.@ panel edges and 12" in the field 2. CHORD wd=Vd*2/(MAX L,W)) = 86.76 plf Md=wd"MAX(L,W)^2/8= 99942.55 ft-lbs Pd=Md/W= 1041.07 lbs Grade: HF-Stud 704.00 psi, Ft Assume: (1)2x6 Cfch= 1.15 Crch = 1.00 Ec= 1200 ksi Gc= 90.00 ksi Area of chord required,Axd= Pd/(Ft*Cfch*Crch*1.6)= 0.80 in.112 Area of chord,Ach= 8.3 in.12 OK! Splice w/12d=Pd/(94*1.6)= 7 -12d ts,Apa, PDS = 0.298 inch en= 0.007 ER-2403,Table B Deflection: Abend ing+Ashear+Aconnection+chord Adiaphragm= (5*uvd*L"3)/(8000*Ec*Ach*W)+(uvd*L)/(4000*Gc*ts)+(0.188*L*en)+X(DeX)/(2*W) Adiaphragm= 0.00 0.00 0.06 0.01 0.08 inches DEFLECTION WILL NOT AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING Use: (1)2x6 chord(min.)w/7-12d nails @ each side of 2x6 splice. Page 12 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MOD 1001/1008 To: Arlington SET# Date: 18-Dec-13 201300# 18.1.2 State: WA D. SHEAR WALL DESIGN 1 END WALLS-BUILDING FRONT&BACK WALLS LOADED(Forces Parallel to Module End, Short Walls) a Sheathing: #of Interior Shearwalls= 0 Vs1 =Max(LV1,LV3)*ML/L/2= 4164.27 lb. Unit Shear, vw1 =Vs1/(W1sw)= 62.20 lb/ft. <334.56 plf Use siding for shearwall sheathing? NO Use: 3/8"Nominal,MIN.,APA rated structural sub-sheathing,w/ 8d common nails @ 6"o.c.along panel edges and 12"o.c. in the field. Use(1)studs min.at adjoining panel edges.Block panel edges. b.Chord: Uplift Due to Overturning Moment: Building Height to Width Ratio, bhwr=(Wht)AN= 0.12 Safety Factor,SF1 = 1 Tch1 =SF1*((vw1)*(Wht+Rht)-WDL*(Wht+Rht)*W2sw/2)= 369.92 lbs. Cch1 =(vwl)*(Wht+Rht) = 774.91 lbs. Area of chord required,Axch1 =Tch1/(Ft*Cfch*Crch*1.33)= 0.34 in.^2 Area of shearwall chord,Aswch1 = 8.3 in.12 OK! Capacity of holddown strap= MSTA18 1,140 lbs. Required number of straps,Tch1/Strap= 1.0 (minimum) Shearwall Deflection:ABending+AShear+OConnection+OChord ts, Apa, PDS: 0.278 inch en = 0.007 ER-2403, Table B AShearwall = (8*uvd*Wht"3)/(8000*Ec*Ach*W)+(uvd*L)/(4000*Gc*ts)+(0.188*L*en)+(Dc*X)/(2*W) Adiaphragm = 0.001 0.029 0.015 0.014 0.058 inches DEFLECTION WILL NOT AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING Use: (1)2x6 with(1)'Simpson'MSTA18 to rim at edges of walls and doors Tie Ends of Units 1001 thru 1008 w/'Simpson'FSC or equivalent Page 13 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA 2. FRONT&BACK WALLS-BUILDING END WALLS LOADED(Forces Parallel to Module Sides, Long Walls) a.Sheathing: #of Interior Shearwalls= 0 Vs2=Max(LV2,LV3)/(2+(1*#IntSW)= 4164.27 lb. Unit Sheds, vw2-Vs2/(Lsw1)- 138.58 lb/ft. 334.56 Use hardboard siding for shearwall sheathing? NO Use: 3/8"Nominal,MIN.,APA rated structural sub-sheathing,w/ 8d common nails @ 6"o.c.along panel edges and 12"o.c.in the field. Use(1)studs min.at adjoining panel edges.Block panel edges. b.Chord: Uplift Due to Overturning Moment: Building Height to Length Ratio, bhlr=(Wht)/L= 0.25 Safety Factor,SF2= 1 Tch2=SF2*((vw2)*(Wht+Rht)-WDL*(Wht+Rht)*W1sw/2)= 1321.47 lbs. Cch2=(vw2)*(Wht+Rht) = 1726.45 lbs Area of chord required,Axch2=Tch2/(Ft*Cfch*Crch*1.33)= 1.23 sq.in. Area of shearwall chord,Aswch2= 8.3 in.12 OKI Capacity of holddown strap= MSTA18 1140 lbs. Required number of straps,Tch1/Strap= 2.0 (minimum) Shearwall Deflection: ABending+AShear+AConnection+AChord ts, Apa, PDS: 0.278 inch en = 0.007 ER-2403, Table B AShearwall = (8*uvd*Wht^3)/(8000*Ec*Ach*W)+(uvd*L)/(4000*Gc*ts)+(0.188*L*en)+(Dc*X)/(2*W) Adiaphragm = 0.002 0.064 0.015 0.060 0.141 inches DEFLECTION WILL NOT AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING Use: (2)2x6 with(2)'Simpson'MSTA18 to rim at edges and doors. Page 14 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA VI.MODULE DESIGN SUMMARY A. DESIGN CRITERIA: Roof Dead Load = 10 psf Floor Dead Load = 9 psf Collateral Live Load 2 psf Floor Partition Load= 0 psf Wall Dead Load= 8 psf Roof Live Load (Snow)= 30 psf Floor Live Load= 40 psf Partion Load, PDL= 0 psf 1st Flr Corridors/Entry 100 psf Wind: Basic Wind Speed = 110 mph. Exposure= C Average Wind Load = 13.70 psf Seismic: Is= 100% Seismic Category= D Sds= 0.75 Module Weight= 19910 #/Module B. ROOF SHEATHING: 5/8 in.Plywood shthg over joist/trusses @ 16-inches o.c. C. ROOF JOISTS: 1-2x8 HF#2 OR Pre-manuf.Trusses@ 16-inches o.c. 0.00 D. ROOF MATE LINE BEAM: 1.5 x 24 LVL Beam, Each Module,OR Premanufactured Girder Truss Connect Mateline Beams @ 4'-0"o.c.w/1/2"O Thru-bolts or SDS-1/4x3-1/2 Beam may be tappered from 15-1/4"at low end at 0.25"/12" E. ROOF ML END COLUMNS: (1)2x6 HF-Stud OR HSS3x2x3/16 per module per module as exterior columns. 1.5 x 2x1/2 Steel Bearing Plate is required for HSS. 1-MSTA18 Strap OR(4)SDS 1/4x3 Top&Bottom Per Column F. ROOF ML INTERMEDIATE COLUMNS: (3)2x4 HF42 OR HSS3x2x3/16 per module under each direct bearing support w/o intersecting 1-MSTA18 Strap OR(4)SDS 1/4x3 Top& Bottom Per Column G ROOF SUPPORT EXTERIOR WALL STUDS: 2x6 @16"o.c.-OK, inspection(HF-Stud) H. ROOF INTERRIOR MATELINE WALL STUDS: Mateline walls studs are not used! I. ROOF SUPPORT HEADERS: Header 1-(2)2x6, HF#2 Header 2-(2)2x6-HF#2 Header 3 -(2)2x6-HF#2 Header#4 NOT USED! J. MATELINE ROOF BEAM SUPPORT HEADER: Header#5 NOT USED! Page 15 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA K. FLOOR DECKING: 0.75 "T&G Floor Sheathing over joists @ 16 o.c.,MAX. L. FLOOR RIM JOISTS: (1)1.5x7.25 LVL rim joist(s)at each side w/supports @ 7 feet o.c., MAX. OR Foundation Support M. FLOOR JOISTS: Classroom 2x8 HF#2 floor joists @ 16 in.o.c 1st Fir Corridors/Entry 2x8 HF#2 floor joists @ 16 in.o.c Storage/File/Library 2x8 HF#2 floor joists @ 16 in.o.c N. DOUBLE FLOOR JOISTS SUPPORTING MATELINE BEAM HEADER: Not Required! O. ROOF DIAPHRAGM: #of Interior Shearwalls= 0 5/8 in. Plywood shthg over joist/trusses @ 16-inches o.c.,with blocked edges @ 0-ft.each end 8d @ 6"o.c.@ boundary edges 6"o.c.@ panel edges and 12" in the field P. DOUBLE TOP PLATE DIAPHRAGM CHORD SPLICES_ (1)2x6 chord(min.)w/7-12d nails @ each side of 2x6 splice. Q. BUILDING END SHEAR WALLS: [SHORT MODULE WALL] 0 lbs.Wind Drag Force Linear Feet of Shearwalls: 66.95 ft. #of Interior Shearwalls= 0 Exterior Wall,Sheathing: 3/8"Nominal,MIN.,APA rated structural sub-sheathing,w/ 8d common nails @ 6"o.c.along panel edges and 12" o.c. in the field. Use(1)studs min.at adjoining panel edges.Block panel edges. Hold-downs: (1)2x6 with(1)'Simpson'MSTA18 to rim at edges of walls and doors Tie Ends of Units 1001 thru 1008 w/'Simpson'FSC or equivalent Interior Walls Sheathing: NOT USED Hold-downs: NOT USED R. BUILDING SIDE SHEAR WALLS: [LONG MODULE WALL] 0 lbs.Wind Drag Force Linear Feet of Shearwalls: 30.05 ft. Exterior Wall:Sheathing: #of Interior Shearwalls:0 3/8" Nominal,MIN.,APA rated structural sub-sheathing,w/ 8d common nails @ 6"o.c.along panel edges and 12"o.c. in the field. Use(1)studs min.at adjoining panel edges.Block panel edges. Hold-downs: (2)2x6 with(2)'Simpson'MSTA18 to rim at edges and doors. Interior Walls Sheathing: NOT USED Hold-downs: NOT USED Page 16 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA APPENDIX 'A' SUPPLEMENTARY CALCULATIONS Page 17 Dean Briggs,PE Project Title: Whitel Evergreen V Briggs Engineering Engineer. DEAN�R1GGS,P.C. Project ID; WE-4178,BE-2013.1C PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.02001 fax 800.572.8870 deannbriggs-enrlinPering.com Printed 180EC2013,1250KI Project Information FBe=CM11CHIVEWO-WE12013018�417-214119,cc.ec8 ENERCALC,INC.1983.2013,Buikl:6.13,8.31,Ver.6.13.8.31 1:r1: Project Title :Whitely Evergreen Description : Bainbridge Island Parks I.D. :WE-4178; BE-2013.19.1 Address :, Bainbridge Island,WA 98223 Project Leader :DEAN BRIGGS, P.E. Phone : 208.871.0200 Fax :800.572.8870 eMail : dean@briggs-engineerirn Project Notes Y Dean Briggs,PE Project Title: Whitely Evergreen Briggs Engineering Engineer: DEAN RIGGS,P.E. Project ID: WE-4178;8E-2013.1� PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.02001 fax 800.572.8870 dean@bdqgs-engineedng.com Printed:180EC 7013.12:50PM Client Information file=C.wRCHIVE%uMWE201301$41?-Z4179.x.�6 ENERCALC.INC.M3.2013,Build:613.8.31.Ver:6.13.8,31 0.00. Client Company :Whitley Evergreen Address : 14219 Smokey Point Blvd,#10, Marysville,WA 98271 Phone : 360.653.5790 Fax :360.659.7735 eMail : DaveBallard@whitleymai Contact : Dave Ballard Alternate Contact : Mike Perry Client Notes Dean Briggs,PE Project Title: Whiteyy Evergreen Briggs Engineering Engineer: DEAN EiRIGGS,P.[. Project ID: WE 4178;BE 2013.1� PO BOX 140537 Project Descr. Bainbridge Island Parks Garden City,ID 83714 208.871.02001 fax 800,572.8870 dean bhggs-engineering com -- r�mre 18DEC aoa.124eaM =C.,WCHrrE%xcaawEt2o1301sa»-T417s.co.ece ENERCALC,INC.H63.2011 0.0i. Description: ROOF MEMBERS ROOF MEMBERS " Dean Briggs,PE Project Title: Whitely Evergqreen -Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;BE-2013. PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200/fax 800.572.8870 dean@bdggs-engine_ering.com Printed:18 DEC 2013,12:54PM File=C:MCHIVEL+ WWE120130011&417-A4179.cc.w6 Multiple Simple Beam ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver-6.13.8.31 r:r1 Description : Roof Members Wood Beam Design : Roof Members Calculations per 2005 NDS,IBC 2009,CBC 2010,ASGE 7-10 BEAM Size : 2x8,Sawn, Fully Unbraced Using Load Resistance Factor Design with IBC 2012 Load Combinations,Major Axis Bending Wood Species: Hem Fir Wood Grade: No.2 Fb-Tension 850.0 psi Fc-Prll 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0 ksi Density 27.70 pcf Fb-Compr 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0 ksi ARolied Loads Beam self weight calculated and added to loads Unif Load: D=0.0120, S=0.030, W=0.010, E=0.0050 klft,Trib=1.330 ft Design Summary Max fb/Fb Ratio = 0.793; 1 D 0.01596 S 0.03990 PO 1 E a00%50 fb:Actual: 1326.94 psi at 5.830 ft in Span#1 — - Fb:Allowable: 1:673.34 psi Load Comb: +1.20D+0.50L+1.60S+1.60H Max fv/FvRatio= 0.239: 1 11.660ft, 2x8 fv:Actual: 61.88 psi at 0.000 ft in Span#1 Fv:Allowable: 259.20 psi Load Comb: +1.20D+0.50L+1.60S+1.60H Max Deflections Max Reactions (k) D L Lr t? �8L F- H Downward L+Lr+S 0,269 in Downward Total 0.391 in Left Support 0.11 023 0.08 004 Upward L+Lr+S 0,000 in Upward Total -0.090 in Right Support 0.11 0.23 0.08 0.04 Live Load DO Ratio 519 >240 Total Defl Ratio 357 >180 Dean Briggs,PE Project Title: Whitelyy Evergreen Driggs Engineering Engineer: QEAN BRIGG.,,P.E. Project ID: WE-4170;BE-2013.1� PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200/fax 800.572.8870 dean bd gs-engineering.com.__ __ Printed:18 DEC 2013,12:55PM Wood Beam File=C-.MCHIVEWxoowEt2o13oate.a17-a417s.cw6 ENERCALC.INC.1983.2013,Build;6,13.8.31,Ver;6.13.8.31 0.00. Description: ML Roof-Ceiling Beam-3 Span CODE REFERENCES Calculations per NDS 2005, IDC 2009, CDC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Load Resistance Factor D Flo-Tension 2,850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 2,850.0psi Ebend-xx 2,000.Oksi Fc-PrII 1,600.0psi Eminbend-xx 2,000.Oksi Wood Species :Georgia Pacific Fc-Perp 750.0 psi Wood Grade :GP Lam 2.0E Fv 285.0 psi Ft 1,000.0psi Density 32.210pcf Beam Bracing : Completely Unbraced D 0.0810 S 0.2025 W 0.06750 E 0.03375 �pa0n X 9: oft Span X1v626�ft S�paOn Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.0120, S=0.030, W=0.010, E=0.0050 ksf, Tributary Width=6.750 ft DESIGN SUMMARY • Maximum Bending Stress Ratio - 0.973 1 Maximum Shear Stress Ratio = 0.601 : 1 Section used for this span 1.50 X 15.250 Section used for this span 1.50 X 15.250 fb:Actual = 3,378.84psi fv:Actual = 296.12 psi FIB:Allowable = 3,474.31 psi Fv:Allowable 492.48 psi Load Combination +1.20D+0.50L+1.60S+1.60H Load Combination +1.20D+0.50L+1.60S+1.60H Location of maximum on span = 0.000ft Location of maximum on span = 19.660 ft Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#2 Maximum Deflection Max Downward L+Lr+S Deflection 0.396 in Ratio= 590 Max Upward L+Lr+S Deflection -0.024 in Ratio= 9824 Max Downward Total Deflection 0.565 in Ratio= 414 Max Upward Total Deflection -0.132 in Ratio= 1771 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span 5+S 1 0.5648 8.849 0.0000 0.000 D+S 2 0.0503 9.913 D+S -0.0342 2.148 D+S 3 0.5590 10.979 0.0000 2.148 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 247 6.218 6.218 2.247 D Only 0.670 1.855 1.855 0.670 S Only 1.577 4.363 4.363 1.577 W Only 0.526 1.454 1.454 0.526 -W Only -0.526 -1.454 -1.454 -0.526 " Dean Driggs,PE Project Title: Whitelyy Everggreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;BE-2013.9E PO BOX 140537 Protect Descr. Bainbridge Island Parks Garden City,ID 83714 208.871.0200 I fax 800.572.8870 (dean@briggs-engineednq.com Printed:18 DEC 2013 12:55PM l YYood Beam File-C.MCwtVEbu00-WE120130011&417-214,79-ccec6 ENERCALC.INC.1983-2013,Build:6.13.8.31,Ver-.6,13.8.31 r.rr. Description: MIL Roof-Ceiling Beam-3 Span Vertical 44,actions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 E Only 0.263 0.727 0.727 0.263 E Only -0.263 -0.727 -0.727 -0.263 D+S 2.247 6.218 6.218 2.247 D+W 1,196 3.310 3.310 1.196 D+E 0.933 2.582 2.582 0.933 D-E 0.408 1.128 1.128 0.408 Dean Briggs,PE Project Title: Whitelyy Evergreen Briggs Engineering Engineer. DCAN DMGGL),i.C. r iojecl iD. WE-4178,BC-2013.f PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200/fax 800,572.8870 dean@briggs-en ineering.com _ r>„n,w 180MM1 Q41JPM I� File_C:IARCNIVEVa00•WEV01300118.417-a4l?Scc.ec6 ENERCALC,INC.1983.2011 0:ii Description FLOOR MEMBERS FLOOR MEMBERS Dean Btiggs,PE Project Title: Whitelyy Evergreen Briggs Ertgineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;BE-2013.1� PO BOX 140637 Project Descr: Bainbridge Island Parks Garden City,ID 93714 208.871.0200 I fax 800.572.8870 dean bri gs-engineering.corn Prinb3d:18 DEC 2013,12:55PM Woad Beam File=C1ARCHIVE1xx00-wE1201300118-417-Z41rn�.ec6 ` ENERCALC,INC 19&3.2013,Build:6,13.8.31,Vrr 6.13 8.31-Tllca 1 1.i1. Description: 12'MOD FLR DS JOIST-UNIF CLASSROOM CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.0 psi Ebend-xx 1,300.Oksi Fc-Prll 1,300.0 psi Eminbend-xx 470.Oksi Wood Species : Hem Fir Fc-Perp 40 5.0 psi Wood Grade : No.2 Fv 150.0 psi Ft 525.0 psi Density 27.70 pcf Beam Bracing : Completely Unbraced Repetitive Member Stress Increase D 0.01330 L 0.05320 E 0.006650 2x8 A 2x8 Span = 6.0 ft Span = 6.0 ft Ap lied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.010, L=0.040, E=0.0050 ksf, Tributary Width=1.330 ft DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.251: 1 Maximum Shear Stress Ratio = 0.198 : 1 Section used for this span 2x8 Section used for this span 2x8 fo:Actual = 281.87psi fv:Actual = 29.77 psi FB:Allowable = 1,124.60psi Fv:Allowable = 150.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6.000ft Location of maximum on span = 5.397 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.011 in Ratio= 6835 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.015 in Ratio= 4833 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+E 1 0.0149 2,547 0.0000 0.000 D+L+E 2 0.0147 3.486 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.169 0.564 0.169 D Only 0.035 0.115 0.035 L Only 0.120 0.399 0.120 E Only 0.015 0.050 0.015 D+L 0.154 0.514 0.154 D+E 0.050 0.165 0.050 Dean Briggs,PE Project Title: Whitelyy Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID; WE-4-178;BE•2013.1� PO BOX 140537 Project Descr. Bainbridge Island Parks Garden City,ID 83714 208.871.0200 I fax 800.572.8870 dean bri s-e ineed g.com rrm�a,auFc rou,,zssr n1 Wood Beam Fll4=C:1N�GHIVEW00•WE1201300118-417-214179cc.ec6 ENERXG INC.1902013.NK6,13.8,31,Ver,6.13.8.31 0i0. Description: 12'MOD FLR IDS JOIST-UNIF CLASSROOM Vertical Reactions-Unfactored Support notation:Far left is#1 Values in MPS Load Combination Support I Support 2 Support 3 D+L+E 0.169 0.564 0.169 Dean Briggs,PE Project Title: Whitelyy Evergreen ' Briggs Engineering Engineer: DEAN BRIGG ,P.E. Project ID: WE-4178;BE-2013.1f _ PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200 i fax 800.572.8870 dean bri s-e ineerin .com Printed:18 DEC 2013,12:55PM Wood Beam File=C:VrRCHNEtxxOD-WE12013d0118-417-214179-cc,ec6 ENERCALC,INC.1983.2013,Build:6.13.8.31,Ver:6.13.8.31 1.11. ENGINEERING,PLLC Description: 12'MOD FLR DS JOIST-CONC CLASSROOM CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Load Resistance Factor D Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.0psi Ebend-xx 1,300.Oksi Fc-Prll 1,300.0psi Eminbend-xx 470.Oksi Wood Species : Hem Fir Fc-Perp 405.0psi Wood Grade : No.2 Fv 150.0 psi Ft 525.0 psi Density 27.70 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D 0.01330 E 0.006650 j 1.50 X 7.250 1.50 X 7.250 Span = 6.0 ft Span = 6.0 ft Applied Loads _ _ __ _ _ Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.010, E=0.0050 ksf, Tributary Width=1.330 ft Load for Span Number 1 Uniform Load: L=0.160 ksf,Extent=1.750-->>4.250 ft, Tributary Width=1.330 ft,(Conc Load) Load for Span Number 2 Uniform Load: L=0.0650 ksf,Extent=0.0-->>6.0 ft, Tributary Width=1.330 ft,(Unif Load) DESIGN SUMMARY _ _ . • Maximum Bending Stress Ratio 0.366 1 Maximum Shear Stress Ratio = 0.260 : 1 Section used forth is span 1.50 X 7.250 Section used for this span 1.50 X 7.250 fb:Actual = 772.04psi fv:Actual = 84.24 psi FB:Allowable = 2,111.40psi Fv:Allowable = 324.00 psi Load Combination +1.20D+0.50Lr+1.60L+1.60H Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of maximum on span = 6.000ft Location of maximum on span = 5.397 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.032 in Ratio= 2215 Max Upward L+Lr+S Deflection -0.001 in Ratio= 67075 Max Downward Total Deflection 0.037 in Ratio= 1954 Max Upward Total Deflection -0.001 in Ratio= 67075 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+''Defl Location in Span D+L+E 1 0.0368 2.715 0.0000 0.000 D+L+E 2 0.0162 3.654 L Only -0.0011 0.436 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum o.236 0.849 0.230 D Only 0.035 0.115 0.035 Dean Briggs,PE Project Title: Whitely Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE4178 BE-2013.IE PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.02001 tax 800.572.8870 dean bri s en ineerin .corn Pnnbd 18DEC2013,125" File=C:MCHIVE%xxWWE12013001t&417-2Mi?9cc.ec6 Wood Beam ENERCALC,INC.1902013,Build:6.13.8.31,Ver,6.13.8.31 1:11 Description: 12'MOD FLR DS JOIST-CONC CLASSROOM Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combinabon Support 1 Support 2 Support 3 L Only 0.187 0.684 0.180 E Onty 0.015 0.050 0.015 D+L 0.221 0.800 0.215 D+E 0.050 0165 0.050 D+L+E 0.236 0,849 0.230 ' Dean Briggs,PE Project Title: Whitely Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;BE-2013.1E PO BOX 140537 Project Descr: Bainbridge Island Parks • Garden City,ID 83714 208.871.0200 I fax 800.572.8870 dean@_briggs-engineering.com Printed:le DEC2013.12:55PM Wood Beam File=C:WtCMVEWc00-WE1201300118417-714179-co.ec6 ENERCALC,INC.1983.2013;Build:6.13.8.31,Ver.6.13,8.31 1.10 Description: 12'MOD FLR DS JOIST-UNIF OFFICE CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.0 psi Ebend-xx 1,300.Oksi Fc-Prll 1,300.0 psi Eminbend-xx 470.0 ksi Wood Species : Hem Fir Fc-Perp 405.0 psi Wood Grade : No.2 Fv 150.0 psi Ft 52 5.0 psi Density 27.70 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D 0.01330 L 0.08645 E 0.006650 C - - 1.50 X 7.250 1.50 X 7.250 Span = 6.0 ft Span = 6.0 ft Ap-lied Loads _ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.010, L=0.0650, E=0.0050 ksf, Tributary Width=1.330 ft DESIGN SUMMARY _ • Maximum Bending Stress Ratio = 0.42& 1 Maximum Shear Stress Ratio = 0.295 : 1 Section used for this span 1.50 X 7.250 Section used for this span 1.50 X 7.250 fb:Actual = 418.51 psi fv:Actual = 44.20 psi FB:Allowable = 977.50psi Fv:Allowable = 150.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6.00Oft Location of maximum on span = 5,397 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.017 in Ratio= 4206 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.021 in Ratio= 3351 Max Upward Total Deflection 0.000 in Ratio= 0 <180 • Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+E 1 0.0215 2.547 0.0000 0.000 D+L+E 2 0.0213 3.486 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.244 0.81 0.244 D Only 0.035 0.115 0.035 L Only 0.195 0.648 0.195 E Only 0.015 0.050 0.015 D+L 0.229 0.764 0.229 D+E 0.050 0.165 0.050 Dean Briggs,PE Project Title: Whitely Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Projeci ID: W1-4178;DE-2013.1= PO BOX 140537 Protect Descr. Bainbridge Island Parks Garden City,ID 83714 208.871.0200/fax 800.572.8870 dean@briggs-eggineering.com N4nw 18=2013,12.5$M1 File=C:IARCHWE1cx04WE1201300118.417-241794.c.ec6 Wood Beam ENERCAM INC.1983.2013,Build8.13.8.31,Ver:6.138.31 Description: 12'MOD FLR DS JOIST-UNIF OFFICE Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combrnabon Support'l Support 2 Support 3 D+L+E 0.244 0.814 0.244 ,pean Biggs,PE Project Title: Whltely Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;BE-2013.1f _ PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200 I fax 800,572.8870 dea b' s-e ineerin .com Printed:18 DEC 2013,12:55PM Wood Beam File=C..iARCHIVE%xx00-WB201300118417-Z4179cc.ec6 ENERCALC.INC.1983-2013,Bolld:6.13.8.31,Ver.6.13,8.31 0.0t. Description: 12'MOD FLR DS JOIST-UNIF Assembly CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.0psi Ebend-xx 1,300.Oksi Fc-Prll 1,300.0 psi Eminbend-xx 470.O ksi Wood Species : Hem Fir Fc-Perp 405.0 psi Wood Grade : No.2 Fv 150.0 psi Ft 525.0psi Density 27.70pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase I D 0.01330 L 0.1330 E 0.006650 1.50 X 7.250 1.50 X 7.250 Span = 6.0ft Span = 6.0ft Applied Loads_ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.010, L=0.10, E=0.0050 ksf, Tributary Width=1.330 ft OES(GN SUMMARY i_ • Maximum Bending Stress Ratio = 0.624: 1 Maximum Shear Stress Ratio = 0.429 : 1 Section used for this span 1.50 X 7.250 Section used for this span 1.50 X 7.250 fb:Actual = 609.80psi fv:Actual = 64.41 psi FB:Allowable = 977.50psi Fv:Allowable = 150 00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6.000ft Location of maximum on span = 5.397 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.026 in Ratio= 2734 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.031 in Ratio= 2345 Max Upward Total Deflection 0.000 in Ratio= 0<180 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+E 1 0.0307 2.547 0.0000 0.000 D+L+E 2 0.0304 3.486 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 v'verall MAximum U.349 1.1' 0.349 D Only 0.035 0.115 0.035 L Only 0.299 0.997 0.299 E Only 0.015 0.050 0.015 D+L 0.334 1.113 0.334 D+E 0.050 0.165 0.050 Dean Briggs,PE Project Title: Whiteyy Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Pwjeel ID: WE-4178,BE-2013A PO BOX 140537 Project Descr. Bainbridge Island Parks Garden City,ID 83714 208.871.0200/fax 800.572.8870 dean bri s-en ineering.com Pdnlad 18OFC2013.1255PM Wood Beam Fib=C:1ARCHIVEbuOD-WE1201300118-417-2t4179ee.ee6 ENERCALC,INC.1983.2013,Bulld6.13.8.31,Ver:6.13.8.31 0:00: Description: 12'MOD FLR DS JOIST-UNIF Assembly Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Suppert9 Support support3 D+L+E 0.349 1.163 0.349 ti Dean Briggs,PE Project Title: Whitelyy Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;BE-2013.1� PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200 I fax 800.572.8870 dean(@briqgs-engineeri'nq.com Printed:18 DEC 013.12:56PM Wood Beam File=C:ORCHIVEba00-WE1401300118.417-Z4179tc.ec6 ENERCALC,INC.1983.2013.BU0013.8.31,Ver:6.13.8.31 KW-06006137 Licensee: BRIGGS ENGINEERING,PLUM Description: 12'MOD FLR DS JOIST-UNIF Lt.Storage CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity • Load Combination iBC2012 Fb-Compr 850.0psi Ebend-xx 1,300.Oksi Fc-PrII 1,300.0psi Eminbend-xx 470.Oksi Wood Species Hem Fir Fc-Perp 405.0 psi Wood Grade No.2 Fv 150.0 psi Ft 525.0 psi Density 27.70 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D 0.01330 L 0.1663 E 0.006650 1.50 X 7.250 , 1.50 X 7.250 Span = 6.0 ft Span = 6.0 ft Applied Loads - Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.010, L=0.1250, E=0.0050 ksf, Tributary Width=1.330 ft DESIGN SUMMARY . • Maximum Bending Stress Ratio = 0.764: 1 Maximum Shear Stress Ratio = 0.526 : 1 Section used for this span 1.50 X 7.250 Section used for this span 1.50 X 7.250 fb:Actual = 746.44psi fv:Actual = 78.84 psi FB:Allowable = 977.50psi Fv:Allowable = 150.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 6.000ft Location of maximum on span = 5.397 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.033 in Ratio= 2187 Max Upward L+Lr+S Deflection 0.000 In Ratio= 0 <360 Max Downward Total Deflection 0.037 in Ratio= 1931 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+L+E 1 0.0373 2-547 0.0000 0.000 D+L+E 2 0.0369 3.486 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.424 1,412 0.424 D Only 0.035 0.115 0 035 L Only 0.374 1.247 0.374 E Only 0.015 0.050 0.015 D+L 0.409 1.362 0.409 D+E 0,050 0.165 0.050 Dean Briggs,PE Project Title: Whitely Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178:BE-20Q.1: PO BOX 140537 Project Descr, Bainbridge Island Parks Garden City,ID 83714 208.871.02001 fax 800.572.8870 dcan br' s-e ineeri .corn Ninmd I$DFC2013 125611M File=C:IARCNIVEI 00-WE120130D118*417-A4179-cc.ec6 Wood Beam ENERCALC,INC.1983.2013,BuII 113,8,31,Ver:6.13.8.31 Description: 12'MOD FLR DS JOIST-UNIF Lt.Storage Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combinabon support 1 Support 2 Support 3 D+L+E 0.424 1 412 0.424 pean Bfiggs,PE Project Title: Whitelyy Evergreen Briggs Engineering Engineer: DEAN BRIGGS,P.E. Project ID: WE-4178;8E-2013,1E PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200 I fax 800.572.8870 dean bri s-en ineerin com Printed:18 DEC 2.013.12:56PM Wood Beam File=QMCHIVE1xx00-WE1201300118-417-214179-cc.ec6 ENERCALC,INC.1983-2013,Build:6.13.8.31,Ver.6.13.8-31 r rr c Description: 12'MOD FLR DS JOIST-CONC OFFICE CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Load Resistance Factor D Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.0psi Ebend-xx 1,300.Oksi Fc-Prll 1,300.0 psi Eminbend-xx 470.Oksi Wood Species : Hem Fir Fc-Perp 405.0 psi Wood Grade : No.2 Fv 150.0 psi Ft 525.0 psi Density 27.70pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase D(0.01330) E(0.006650 T 1.50 X 7.250 1.50 X 7.250 Span = 6.0 ft Span = 6.0 ft Applied Loads _ _ Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.010, E=0.0050 ksf, Tributary Width=1.330 ft Load for Span Number 1 Uniform Load: L=0.320 ksf,Extent=1.750- >4.250 ft, Tributary Width=1.330 ft,(Conc Load) Load for Span Number 2 Uniform Load: L=0.0650 ksf,Extent=0.0- >6.0 ft, Tributary Width=1.330 ft,(Unif Load) DESIGN SUMMARYfl • Maximum Bending Stress Ratio = 0.644: 1 Maximum Shear Stress Ratio = 0.473 : 1 Section used for this span 1.50 X 7.250 Section used for this span 1.50 X 7.250 fb:Actual = 1,360.49psi fv:Actual = 153.32 psi FB:Allowable = 2,111.40psi Fv:Allowable = 324.00 psi Load Combination +1.20D+0,50Lr+1.60L+1.60H Load Combination +1.20D+0.50Lr+1.60L+1.60H Location of maximum on span = 2.682ft Location of maximum on span = 5.397 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.077 in Ratio= 936 Max Upward L+Lr+S Deflection -0.013 in Ratio= 5532 Max Downward Total Deflection 0.081 in Ratio= 886 Max Upward Total Deflection -0.013 In Ratio= 5532 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Locafion in Span D+L+E 1 0.0812 2.782 0.0000 0.000 D+E 2 0.0043 3.620 LOnly -0.0130 1A75 Vertical Reactions-_U_nfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.455 1.209 0.183 D Only 0.035 0.115 0.035 Dean Briggs,PE Project Title: Whitel Evergreen Briggs Engineering Engineer: DEAN MIGGS,P.E. Project ID: WEA178:BE•2013.1f PO BOX 140537 Project Descr: Bainbridge Island Parks Garden City,ID 83714 208.871.0200/fax 800.572.8870 de_an_c1 briggs-engineering wrn Pnn*d.18 DEC 2013.12 S6PM Wood Beam File=C:ARCHIVE� OOME1201300116�117-21a179-co.ea6 ENERCALC,INC.1983.2013,BuiM:6.13.8.31,Ver6_.13.8.31 i:10: Description: 12'MOD FLR DS JOIST•CONC OFFICE Vertical Reactions•UnfactOred Support notation:Far left Is M Values in IMPS Load Combination Support 1 Support 2 Suppolt 3 L Only 0.406 1.044 0.133 E Only 0.015 0.050 0.015 D+L 0.440 1.160 0.168 D+E 0.050 0.165 0.050 D+L4E 0.455 1.209 0.183 Modular Building Calculations 2012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 BLDG/MODSET# 1001/1008 To: Arlington Date: 18-Dec-13 21)13004' 18.1.2 State: WA APPENDIX 'B' FOUNDATION DESIGN Page 18 Modular Building Calculations 12012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 )G/MOD SET# 1001/1008 To: Arlington Date: 18-Dec-13 201300# 18.1.2 State: WA FOUNDATION DESIGN A.Foundation Components Exterior&Interior Conc.Strip Footings Interior Width,wbp= 16 inches Length, Ibp= Cont. inches Allowable Soil Bearing Pressure, Q= 1500 psf. By Others Anchors- Simpson'MASA Anchors w/one-lecl up Allowable Anchor Capacity(Lateral),Anchc= 980 lbs. Allowable Anchor Capacity(Transverse),Vanch= 380 lbs. Allowable Lateral Nailing, N = 12d 150.4 lbs/nail Allowable Anchor Capacity(Uplift),Anchcup= 715 lbs. B.Exterior Footing(Around Perimeter) Floor and Roof Loads: Exterior Uniform Floor Load, ufle=(FLL+FDL+PDL)MW/2+5%p+ 691 lb/ft. (RLL+RDL+CDL+CLL)*MW/2+Wht*WDL= Min.. Ftg Width, Mpse=ufle/Q= 5.53 inches Use: 16-inch wide Concrete Strip Footing Around Perimeter C.Interior Floor Footing(Mateline&Floor Mid-span) Floor Loads Only: Classroom 1st Flr Corridors/Entry Interior Uniform Floor Load= ufli=(FLL+FDL+PDL)*MW/2= 294 plf 654 plf Max Ftg Width, Mps= Pbp/ufli= 2.35 inches 5.23 inches Alt.Conc. Pads 16 16 9.08 ft o.c. 4.08 ft o.c. Classroom 12-inch wide Concrete Strip Footing OR 16 x 16 Conc.Pads @ 9.08 ft o.c. 1st Fir Corridors/Entry 12-inch wide Concrete Strip Footing or 16 x 16 Conc Pads @ 4.08 ft o.c. D.Interior Roof Column Pads Load due to Mateline Beam, Prfbi= From Roof Beam Analysis= 12436 lbs. Min.Size of Conc Pads= 8.29 SF 2.88 FT-SQ Use: 2.88-Ft.Square OR Equivalent Conc Ftg Under Interior Columns,MIL Beam Supports D.Exterior Column Pads Load due to Mateline Beam, Prfbe= From Roof Beam Analysis= 4494 lbs. Min Size Conc Pads= 3.00 SF 1.74 FT-SQ Use: 1.74-Ft.Square OR Equivalent Conc Wall Ftg Under Exterior Columns Page 19 Modular Building Calculations 12012 IBC Manuf.: Whitley Evergreen Building: 96x46-Classroom Proj.# 4179 )G/MOD SET# 1001/1008 To: Arlington Date: 18-I)ei;-13 201300# 18.1.2 State: WA E.Lateral Design 1.Longitudinal Walls Loaded(Anchors at Module Endwalls) Unit Wind Load, UWL=(Wht+Rht)*Pw*L= 13197 lbs Unit Seismic Load,USL=WWpst= 26889 lbs 10 lbs.Wind Drag Force Angle of Anchor Strap,Asa, Radians 0.00 0 degrees Effective Soil Anchor Resistance, ESAR @ Asa'= 980 lbs Building Weight= 109277 lbs Building Weight Influence Factor, BWIf= 0.10 Foundation Friction Factor= 0.30 Gravity Resistance, GR= Module WT*Friction Factor= 3278 lbs. OTM= Laterla Load*wht/2 154612 Ft-lbs RM= Building Wt*W/2 5245283 Ft-lbs Factor of Safety= RM/OTM 34 No Uplift Anchors Required Use: (13)Simpson'MASA Anchors w/one-leg up,MIN.Each End USE:Max.Spacing of 6-feet o.c. 12d @ 12-inches o.c., Nailing Strip from Rim Joists to Sill Plate 2. End Walls Loaded(Anchors at Module Sidewalls) Unit Wind Load, UWL=(Wht+Rht)*Pw= 28739 Ibs.per LF 10 lbs.Wind Drag Force Unit Seismic Lateral Load, USLL=L*pst= 26889 Ibs.per LF 10 lbs.Wind Drag Force Angle of End Anchor Strap,Asea, Radians 0.00 0 degrees Effect. End Soil Anchor Resist. , ELSAR @ Asa'= 980 lbs. Building Weight= 109277 lbs Building Weight Influence Factor, BWIf= 0.25 Foundation Friction Factor= 1 0.30 Gravity Resistance, GR= Module WT*Friction Factor= 8196 lbs. OTM=Laterla Load*wht/2 165249 Ft-lbs RM= Building Wt*W/2 2513365 Ft-lbs Factor of Safety=RM/OTM 15 No Uplift Anchors Required Use: (11)Simpson'MASA Anchors w/one-leg up, MIN., Each Side USE: Max.Spacing of 4.18-feet o.c. 12d @ 12-inches o.c.,Nailing Strip from Rim Joists to Sill Plate Page 20 1,. z + 'r I r U�z� eta VOZ E 9 N` r POA190OU U0103dSNI Waiina — —--——-- ——— I 3Hl AS 03AOHddtl SS3lN -- --------- -- -------------� -----------I- ------ -------- ------•- --t--------- ----� Q�ZI2i0H�8tl 53JN 1.10 0' I 31V(] � I r e. Q t O I ; , tF I • c�r.v. LN3W1JVJ71Goz NQl�NMjV I I 1 l a I d I vo � '4 �lyJulT11i11 ! 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Q OFQ 1 cussaoors DC 1 U E I 1 i � i USN I + 1 I 0 { Q I © fOfrx 1 fiA11WAY ' + I i 1, , I HALLWAY I I 1 d I t5r V j d o © 0 I FOM QC AFF GfG I 13 MM!{p 14�Vja 1 ' 1 1 u�a.a..0 uuz, l I i Q p I Qs I ® , -------------- I I 1 �___------^ -I -----^--- - 1 CITY OF ARLINGTON BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY INTERNATIONAL BUILDING CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 4407172nd Street NE #A Building Permit Number 277 Name & Address of Owner Occupant Load 136 Number of Stories Northwest Educational Services 1 1601 R Avenue Type of Construction/Sprinkler system required Use Anacortes, WA 98221 V-B Yes Education THE New Portable HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE FOR GROUP E OCCUPANCY ISSUED THIS 9th DAY OF June , 2014. BY n� X &" BY &a WOAIWA P I/ FIRE OFFICIAL BUILDING OFFICIAL THIS CERTIFICATE SHALL BE POSTED IN A CONSPICUOUS PUBLIC AREA AND SHALL NOT BE REMOVED,MUTILATED OR OBSCURED AND SHALL BE MAINTAINED IN LEGIBLE CONDITION AT ALL TIMES.ANY CHANGE OF OCCUPANCY REQUIRES A NEW CERTIFICATE. BUILDING INSPECTION REPORT — Fire Alarm Permit No. 277 Address: 4407 172nd Street Contractor: Froula Alarm Systems Owner: City of Arlington Date: 5/6/2014 ® APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Fire Alarm Acceptance Test FIRE ALARM: ® LOCKS: ❑ FACP ACCESS: ® ANNUNICATION: ELEVATOR RECALL: ❑ DAMPERS: ❑ PULL STATIONS: ® MAGNETIC HOLDS: ❑ SMOKE DETECTORS: ® CENTRAL STATION: HEAT DETECTORS: ❑ FLOW/TAMPER: AUDIO/VISUALS: ® EMERGENCY VOICE: Date: 5/6/2014 Inspector: YOUNG Permit#: 277 Permit Date: 01/13/14 Permit Type: COMMERCIAL BUILDING Project Name: Weston High School Applicant Name: Northwest Educational Services District Applicant Address: 1601 R Avenue Applicant, City, State, Zip: Anacortes,WA 98221 Contact: Angela Currie Phone: 360-299-4014 Email: acurrie@nwesd.org Scope of Work: Modular Portable for Classrooms Valuation: 150000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/29/2014 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052100400100 4407 172ND ST NE ARLINGTON CITY 431 Airports& OF Flying Fields Contractors Contractor Primary Contact Phone Address Contractor Type License License# EZ Systems Mike Richardson 1-800-501-0339 15300 Thayer CONSTRUCTION EZSYSS*942LF Road CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status FA00.FIRE ALARM Fire alarm installed per plan. 05/06/2014 FINAL All appliances verified along 05/06/2014 05/06/2014 z.Christopher Young Approved with central station. 04/16/2014 FS07.FIRE 04/16/2014 04/16/2014 z.Tom Cooper Assigned SPRINKLER FINAL 02/25/2014 C20.BUILDING Potable Classroom 02/25/2014 06/09/2014 z.Christopher Young Completed FINAL completed per plan. 03/31/2014 FS07.FIRE Underground Sprinkler line 03/21/2014 z.Christopher Young Assigned SPRINKLER FINAL Plan Reviews Date Review Type Description Assigned To Review Status 01/23/2014 MANUFACTURED HOME The portable will be fully sprinkled and have an alarm z.Christopher Young system installed. 01/23/2014 MANUFACTURED HOME No issues z.Tom Cooper Fees Fee Description Notes Amount State Surcharge- 1st DU Residential- 1st Unit $4.50 Temporary Modular Offices $350.00 Total $354.50 Attached Letters Date Letter Description 01/29/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount Weston High School 02/03/2014 Northwest Educational Modular Building Check#180425 $354.50 Service District 189 Permit Outstanding Balance $0.00 Notes Date Note Created By: 01/13/2014 The Arlington School District will be paying by purchase order#1091300010. Amy Rusko Uploaded Files Date File Name 06/09/2014 4407 172nd A.doc 05/06/2014 4407 172nd St.docx 01/23/2014 LLD 277 Application.pdf 01/23/2014 BLD 277 Design Loads.pdf 01/23/2014 BLD 277 Plans.pdf Date: 04/08/2026 Permit#: 277 Permit Date: 01/13/2014 Review Date: 01/23/2014 Permit Type: COMMERCIAL BUILDING Review Type: MANUFACTURED HOME Target Date: 01/30/2014 Scheduled Time: Completed Date: 01/23/2014 Description: The portable will be fully sprinkled and have an alarm system installed. 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