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Home My WebLink AboutPermit D19-0001 - GRAINGER - GALVANIZED CANOPY FRAME, METAL GUTTER, DOWNSPOUT, V-BEAM ROOFING PANELS ETCGRAINGER 6725 TODD BLVD 019-0001 K~^�»« � Tukwila .~�~ K�x n U�x�mmUx�� Department 19 63OO�ou�hcenter�ou|eva �7'/ .15 T��mi|a,VVa�hin��n��ln z�^ P�o�p'�ns-�a�'aaru Parcel No: Address: tof t 63OO�ou�hcenter�ou|evapd'Suite #1OO T�kvvi|a,VVa�hin��n��ln8 Phwne�IOG-431'367O Inspection Request Line: IU6438'93SO VVebsitahup://www.TukwUaWA.xov DEVELOPMENT PERMIT 7888900060 Permit Number: D19'0001 Project Name: GRAINGER Issue Date: 2/22/2019 Permit Expires On: 8/21/2019 Owner: Contact Person: Name: Contractor: Name: License No: Lender: Name: Address: GR4mGERVVVVINC 188l8TELLER AVE STEZ77C/O N1ARV|N F P0EK&CO, |RV|NE, WA, 92612 DAN|ELLEK8UU(|NS Phone: (253)770-5950 POBOX 73Ill3'pUY4LLUP'WA, 98373 FRANKUNROOFING [NTERPRSE5INC Phone: <253>770-5950 PQBOX 73lll3'PUYAiLUP'WA, 98373 FRANKRE987C8 Expiration Date: 6/12/2020 GRAINGERVVYVINC 1U818TELLER AVE STE277C/O x8ARV|NFPOER&CO, |RV|NE'CA, 92612 DESCRIPTION OF WORK: REMOVE AND DISPOSE EXISTING DOCK CANOPY 0THE CONCRETE WALL, SACK AND PATCH EXISTING CANOPY MOUNTING HOLES. PAINT AREA WHERE CANOPY IS REMOVED (COLOR MAY NOT MATCH DUE TO SUN FADE). PROVIDE AND INSTALL 18-GUAGE GALVANIZED CANOPY FRAME, BASED AT A 12:12 ROOF PITCH, TO STAND OFF THE WALL 4 FEET, PROVIDE AND INSTALL 24-GUAGE PREFINISHED METAL GUTTER AND 3" ROUND PREFINISHED l6'5UAG[METAL DOWNSPOUT TOTHE GROUND. PROVIDE AND INSTALL AEPSPAN Z2'GUAGEMINI V-8B\N1 ROOFING PANELS. PROVIDE AND INSTALL 24-GUA6EMETAL TRIMS, TIE-IN EXISTING ROOF DRAINS TOTIGHT- LINES. Project Valuation: $76,505l0 Type ofFire Protection: Sprinklers: NO Fire Alarm: NO Type ofConstruction: VB Electrical Service Provided by: TUKVV|LA Fees Collected: $2,22614 Occupancy per IBC: D Water District: TUKVV|L4 Sewer District: TUKWILA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per it and agree to the conditions attached to this permit. Signature: l/` Date: Print Name: (4v/Z71 5 MA-T-ThOAv This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 7: When special inspection brequired, either the owner orthe registered 6esignprofeusionalinresponsib|e charge, shall employ aspecial inspection agency and notify the Building Official nftheappo|ntmentphortn the first building inspection. The special inspector shall furnish inspection reports tothe Building Official in atimely manner. D: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall besubmitted tothe Building Official phortoandasa condition of final inspection approval. 9: Structural Observations inaccordance wbhiB.[Section17O9isrequ|red. A1the conclusion ofthe work included inthe permit, the structural observer shall submit tuthe Building Official avaitt ngatementthat the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill orotherwise protect aUbasements,00Uars,sepdctanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based nnsatisfactory completion ofthis requirement. ll: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. Acopy can beobtained atCity Hall inthe office ofthe City Clerk. 12: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to b-e a permit for, or an approval of, any violation of any of the provisions of the building code or of any otherordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City nfTukwila shall not beValid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (ZOG)438-935O 1700 BU|LD|NGF|NAL** 0409 FRAMING 040I ROOF SHEATHING 4027 S|'[OLD'FORK8WELD 4034 S|'K4ETALPLATE [ONN 4028 8'KBNFSTEEL-WELD 4026 g-STBU[T5TEEL 4004 8-WELDING CITY OF TUKWA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pet No, big - 000 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 6725 S. Todd Blvd. Tukwila, WA 98188 Tenant Name: Grainger PROPERTY OWNER Name: . .Grainger, Inc. Address: 100 Grainger Parkway City: Lakeforest State: IL Zip: 60045 CONTACT PERSON — person receiving all project communication Name: Danielle Mulkins Address: PO BOX 731113 City: Puyallup State: WA Zip: 98373 Phone: (253) 770-5950 Fax: Email: danielle@franklinroofmgent.com GENERAL CONTRACTOR INFORMATION Company Name: Franklin Roofing Ent. Inc. Address: PO BOX 731113 CitY: Puyallup State: WA Zip: 98373 Phone: (253) 770-5950 Fax: Contr Reg No.: FRANKRE987C8 Exp Date: 09/30/2019 Tukwila Business License No.: King Co Assessor's Tax No.: 7888900060 Suite Number: Floor: New Tenant: E Yes llJ ..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: W \A/ , civ co rne a , Address: w 0 el yai ncj-cr cuivw ay City: La 4..:€Ir Q---State: i L_ Zip:10(045 HAApplications \ Forms -Applications On Line \ 2011 ApplicationsTermit Application Revised - 8-9-1 I .clocx Revised: August 2011 hh Page I of 4 BUILDING PERMIT 1NFORMATJO�2O6431367O 0 Valuation of Project (contractor's bid price): $ 76,505 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Remove and dispose existing dock canopy to the concrete wall. Sack and patch existing canopy mounting holes. Paint area where canopy is removed. (color may not match due to sun fade.) Provide and install I 8-gauge galvanized canopy frame based at a 12:12 roof pitch, to stand off the wall 4 ft. Provide and install 24-gauge prefinished metal gutter and 3" round prefinished 26-gauge metal downspout to the ground. Provide and install AEP span 22-gauge mini v-beam roofing panels. Provide and install 24-gauge metal trims. Tie-in existing roof drains to tight -lines. Will there be new rack storage? Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Ist Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Awnirg 352 Sr 352_ SF tZ12f la wenolk V idA Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence, Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes 111 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 1:k None 111 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety 4":1 No ata Sheets. SEPTIC SYSTEM 1=1 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationaorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx RevisedAugust 2011 Page 2 of 4 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila D... Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate Highline 0 .. Renton 0 ...Valley View .. Renton 0... Sewer Availability Provided 1111 .. Seattle Septic System: El On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which anolv): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ..• .Technical Information Report (Storm Drainage) Geotechnical Report 0 ...Bond El .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) Proposed Activities (mark boxes that apPlv): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ...Right-of-way Use - No Disturbance El ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 El ...Total Cut El ...Total Fill cubic yards cubic yards 0...Traffic Impact Analysis 0...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance LI .. Work in Flood Zone .. • Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank El .. Grease Interceptor 0 ...Cap or Remove Utilities El .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation El ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection >, irrigation Domestic Water ..▪ .Permanent Water Meter Size... WO # o ...Temporary Water Meter Size.. I> WO # ...Water Only Meter Size WO # El ...Deduct Water Meter Size 0 ...Sewer Main Extension Public Private 0 El ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip 11-1: \Applications\ Forms -Applications On LineU011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 hh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant onc or more extensions of timc for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERM BUILDING OWNER Ot AUTHORIZEP AGENT: Signature: Print Name: Danielle Mulkins Mailing Address: PO BOX 731113 Date: 9 Day Telephone: (253) 770-5950 Puyallup WA 98373 City State Zip HAApplicationsl Forms -Applications On Line1201 I ApplicationsWerrnit Application Revised - 8-9-1 I .docx Revised: August 20 I Page 4 of 4 Receipt Number DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY I PAID $2,226:14 D19-0001 Address: 6725 TODD BLVD , Apn: 7888900060 $2,226.14 DEVELOPMENT $2,161.40 PERMIT FEE R000.322.100.00.00 0.00 $1,294.79 PLAN CHECK FEE R000.345.830.00.00 0.00 $841.61 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25,00 TECHNOLOGY FEE $64.74 TECHNOLOGY FEE R000.322.900.04.00 0.00 $64.74 TOTAL FEES PAID BY RECEIPT: R16339 $2,226.14 Date Paid: Thursday, January 03, 2019 Paid By: FRANKLIN RROFING ENTERPRISES Pay Method: CHECK 9951 Printed: Thursday, January 03, 2019 10:15 AM 1 of 1 YSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type of lnspectfion: Addss: ©ate Called: Special Instructions: . Date Wanted: :rn. Requester: Phone No: pproved per applicable codes. COMMENTS: inspector: Corrections required prior to approval. REINSPECTION FEE RE t ' RED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a`ri`' Requester: 17' Phone No: Ap - per applicable codes. Corrections required prior to approval. CO t TENTS. 'Inspector: 3Q-QC Date: 3, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. CaU to schedule reinspection. FRRNKLIPI ROOFING ENTERPRISES,INC. Proposal submitted to: WINCON SERVICES, INC. Street: Phone: 920-980-91273 Job name: P.O. Box 731113 Puyallup, WA 98373 (253) 770-5950 Fax (253) 539-3460 FRANKRE987C8 6725 SOUTH TODD BLVD GRAINGER DOCK CANOPY REPLACEMENT City, State and Zip Code: TUKWILA, WA 98188 Date: 10.04.2018 Proposal By: TIM J. WALSDORF BRANDON C. SIMONS EPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing i1.tr Gas Piping City of Tukwila UILDING DIVISION Site Contact: We hereby submit specifications and estimates for: • REMOVE AND DISPOSE EXISTING DOCK CANOPY TO THE CONCRETE WALL. • SACK AND PATCH EXISTING CANOPY MOUNTING HOLES. • PAINT AREA WHERE CHANOPY IS REMOVED. (COLOR MAY NOT MATCH DUE TO SUN FADE.) • PROVIDE AND INSTALL 18-GAUGE GAL VENIZED CANOPY FRAME BASED AT A 12:12 ROOF PITCH, TO STAND OFF THE WALL 4 FT. • PROVIDE AND INSTALL AEP SPAN 22-GAUGE MINI V-BEAM R • PROVIDE AND INSTALL 24-GAUGE METAL TRIMS. • TIE-IN EXISTING ROOF DRAINS TO TIGHT -LINES. • CLEAN UP AND REMOVE ALL OUR DEBRIS. *PRICE BASED UPON NIGHT AND/OR WEEKEND HOU OFI I ifeifNli 5 f-- CODE COMPLIANCE APPROVED FEB 152j 9 ila BUILDING DIof VISION f;ECizTF CITY OF 11'UKWILA JAN 03 2019 PERMIT CENTER EXCLUDES: PERMITS, ROT REPAIR, MECHANICAL, ELECTRICAL, STRUCTURAL FRAMING, ANYTHING NOT LISTED ABOVE. We Propose hereby to furnish material and laboa_complete,M accotdance,with above specifications, for the sum of: SEVENTY-TWO THOUSAND, SIX HUNDRED FORTY THOUSAND DpLLARS. PLUS TAX Payment to be made as follows: 1/31-° down, balance due in full upon completion. All material is guaranteed to be as specified All work to be completed in a workman like manner according To standard practices. Any alteration or deviation from above specifications involving extra cost will be Executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control Owner to carry fire, tornado, And other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. Note: This proposal may be withdrawn by us if not accepted within 39 days. Price $ 72,640.00 Sales Ta $ 7,264.00 Tots} a 79,904400 IDrposit $ 26,634.67 IBelance S'53,26933 , r F.R.E. Authorized Signature - Acceptance of Proposal- The above prices, specifications And conditions are satisfactory and are hereby accepted. You are authorized To do the work as specified Payment will be made as outlined above. Customer Signature Date of acceptance: Plan review approval is subject to errors and omissions Approval of construction documents does riot,�uth,, r�Ze the violation of any adopted code or ordinance Receipt of approved Field Copy and con bon acicnowtedgea: By. Date; 7,27 City of %mwila BUILDING DIVISION o changes snall be mane to the scoDe of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. Nmiavisomomb p Legend Y 6725 S Todd Blvd Grainger [ot Neighbors Moving & Storage ti0- Li $, 'I' Goo*: Earth 00. L Bvd C L U L Existing canopy below to be demolished to back to concrete tilt wall panel. EC}. }VEO OF 1UK iLA 16 GA HAT CHANNELS - "J " (TYPICAL) 24 GA PREFINISHED— MIN V-BEAM METAL ROOFING SEC 4,1 1/2" 2" 'C' (16 GA) C Z-4 FRAMES 5'-0"o.c. L CODE COKIri L1ANCE APFROVLD FEB 15 4.'3 City of Tukwila BUILDING DIVISI N Sc-1 3/4" = 1'-0" 3 1/2" 3/81 WEDGE BOLTS (2 EA FRAME) PRECAST PANEL CORRESTION LTR# B & T DESIGN & ENGINEERINGIK.i 250 E. SUNSET WAY CITY OF ISSAQUAH, WA 98027 (425) 557-0779 (PHONE) pe ENGINEERING (425) 557-0765 (FAX) FEB PROJECT TITLE: vEu,GRAINGER CANOPY 6/4 Vitt-E":' SECTION A/Sc 1 ENG: JT 1B2019: 19017 DATE: 02/01/19 DRWN: NH CHKD: JT SHEET: Sc-1 0 2019 B&T DESIGN & ENGINEERING, INC 02/01/19 19017-So 1 PERMIT CENTER \b- CONTINUOUS BEAD OF POLYURETHANE SEALANT RAWL PIN @ 12" O.C. 24 GA. PRE -FINISHED FLASHING 18 GA. GALV. 2" CHANNEL SECTION (SECURE WITH (2) 318" GALV. EXP. BOLT) 18 GA. GALVANIZED 518" SUB -GIRT VW (2) TEK-FASTENERS (3) LOCATIONS 24 GA. PRE -FINISHED MINI-V-BEAM METAL ROOFING PANELS - ATTACHED TO C CHANNELS WITH TEK-FASTENERS W1 NEOPRENE WASHERS 24 GA, PRE -FINISHED FLASHING 18 GA, GALV. 2" CHANNEL SECTION 18 GA. GALV. 2" CHANNEL SECTION METAL AWNIN SCA_E ; la" = • .••••.. ..•••10./VM. FallTD FOF CODE CO;PLIANC,NE APPROVED FEB 15 /019 cn City of Tukwila BUILDING DIVISION SEE DUILDI ELEVATIONS IlECEN ) CITY OF TUI AVILA JAN 03 2319 PERMIT CBITER 000 1 ( 4-MTL-AWNING-10 -Flat Sheet New offering out of Tacoma, WA. FEB f52919 City of Tukwila BUILDING DIVISION AEP SPAN IS YOUR SINGLE SOURCE VENDOR We have expanded our Galvanized G90 (G60 for 28ga) Flat Sheet offer to meet your project needs. New Flat Sheet offer includes: • 18ga, 20ga, 22ga, 24ga, 26ga, 28ga • Standard feed width 48" • Material has been tension leveled which controls the material for a more consistent level sheet • Sold in prepackaged units of 25 sheets riECEIVED CITY OF TU K W ILA JAN 03 2019 PERMIT CENTER ICI•000 (t1 Stocked and Ready to go, ca us today! ,. - - -.. Commercial & Industrial Building Systems Installation, Fleshings & Details Guide A AEP SPAN Table of Contents Section Page Notes to Designer/User 2 Map of Typical Roof Conditions 3 Fastener Placement 4 Fastener Selection 5 Box -Rib®, Reversed Box Rib®, H12-36®, Reversed HR-36®, Mini-V-Beam®, PBR, and Super -Span® Details Ridge/Hip Flashing 6 Valley Flashing 7 Eave Fleshings 8 Gutter Fleshings 9 Gable Fleshings 10 Peak Flashing 11 Sidewall Fleshings 12 Endwall Flashing 13 Panel End Lap 14 VVindow/Door Trim 15 Drip EdgeNVall Step, Panel Top 16 Inside Comer 17 Outside Comer ...... _ _ ...................... 18 Nu -Wave Corrugated & U-Panel Details Ridge/Hip Flashing 19 Valley Flashing 20 Eave Flashing 21 Gutter Flashing 22 Gable Flashing 23 Peak Flashing 24 Sidewall Flashing 25 Endwall Flashing 26 Base Trim Detail 27 "C" Trim Detail .. . _ ..... . ...... • . ............... 28 Inside Comer 29 Outside Comer 30 Custom Flashing Worksheet 31 Quadrille Workspace 32 r. BR137 C8,1 Building Systems • December 2016 Commercial & Industrial Building Systems installation, Fleshings & Details Guide SPAN Notes to the Designer/User The details contained in this packet are intended to be a design aid and do not depict all situations. Modifications are the responsibility of the designer/user and should take into account climate conditions such as wind and snow, governing code requirements, and the actual usage and maintenance of the structure. Where possible, roof panel side laps and flashings should be lapped away from prevailing winds. Certain flashings should be supported if it is likely that a ladder will be used against them or if foot traffic is anticipated. Check with AEP Span any time you intend to specify a prefinished flashing in a gauge different than the panels. It is good practice to specify that all flashings be of the same material as the panels (gauge, color, finish) to ensure Tong -term durability. Field - painted flashings rarely equal the durability and color fastness of factory baked -on paint systems. Where possible, we have hemmed the edges of flashings to strengthen them and to minimize the exposure of cut edges. Framing The details contained in this guide are shown with panels attached to spaced support members. Slope requirements It is suggested that all panels in this booklet be used on slopes of 1:12 or greater, except Nu -Wave ® Corrugated and U-Panel which have a 3:12 minimum slope requirement. Condensation, Insulation & Ventilation It is the designer's responsibility to determine the need and composition of condensation control materials including insulation and vapor retarders, as well as ventilation requirements. Metal roofing is susceptible to condensation and its control should be carefully considered. Valleys Valley dimensions must be the proper width to account for slope, snow, ice, and rain conditions. If valleys are not kept free of debris, water can back up and intrusion may occur under the panels. Snow Design If possible, valleys, gutters, roof elevation changes and penetrations should be minimized or eliminated in snow areas. Roof penetrations should be located as close to the ridge or peak of the roof as possible to minimize accumulations of ice and snow. Curved Roofs Box Rib, HR-36, Super -Span®, U-Panel, and Nu -Wave® Corrugated panels are suitable for installation over curved surfaces. Box Rib, HR-36, U-Panel and Super Span panels are factory crimp curved. Nu -Wave Corrugated panels are factory smooth curved. Mini-V-Beam and PBR panels are not currently available curved. Oil -Canning Flat metal surfaces will display waviness commonly referred to as "oil -canning". This is caused by steel mill tolerances, variations in the substrate and roofmg underlayments. Oil canning is a characteristic, not a defect, of panels manufactured from light - gauge metal. Coils are factory "corrective -levelled" prior to rollforrning to minimize oil canning. Oil canning is not a cause for panel rejection. Additional information is available upon request. References The Sheet Metal and Air Conditioning Contractors' National Association Inc. (SMACNA) manual is an excellent reference for sheet metal contractors. Its guidelines for underlayments, gutter and downspout size requirements, and expansion/contraction of metals and flashings joints should be followed. Technical Assistance Call your AEP Span Sales or Technical Representative for additional information on any of these subjects. Definitions Sealant: Gunnable-grade single -component polyurethane Mastic: Butyl mastic tape or butyl sealant Hem: A 180° bend that is closed (or as closed as the formability of the metal will allow) to provide a uniform, attractive edge. High tensile strength (Grade 80) steel must be formed with a "teardrop hem" as shown to avoid cracking the steel at the bend. Lower tensile steels can be flattened close. Hook: (also called an "open hem") A 180° bend on a piece of sheet metal that is left open to allow insertion of another piece of sheet metal. For example, the hook shown is used to hold the trim piece to a cleat below the trim. Note: Each flashing part in this guide has been assigned a part number. Each part number contains one or two letters followed by one or two numbers, for example: (EW6). These part numbers have been provided to the user to make ordering these flashing parts quick and easy. 2 www.aepspan.com AN Map of Typical Roof Conditions EAVE 0 RIDGE EAVE uJ w w -J 03 () GABLE EAVE 0- 0 w -J GABLE GABLE SQVIALL BELO OPE EALL BELOVLI 0 SLOPE1 0 OVENT SKTLIGKI ADUSTABLE GABLE t.0 LiJ ADUSTABLE GABLE z CHIMN 0 SLOPE SLOPE GABLE VE EAVE ILJ LJ -J CO 0 w C., For suggestions on how to trim flashings in the different areas, please refer to the following pages: Flashing Page(s) Flashing Page(s) Eave ......... ... . ..... ... ........ ..... 8, 21 Peak.......... ...... ......... ........ 11, 24 Endwall 13, 26 Ridge/Hip 6, 19 Gable 10, 23 Sidewall ............. . . . ..... . . . . . . . . . 12, 25 Gutter 9, 22 Valley 7, 20 Panel Endlap 14 BR137 C&I Building Systems • December 2016 Commercial & Industrial Building Systems Installation, Flashings & Details Guide A AEP wza SPAN Fastener Placement PREVAUNG WEATHER SHEETING DIRECTION Box Rib' (36" Coverage) Wall application only Reverse Box Rib' " (36" Coverage) Roof or Wall application HR-36® (36" Coverage) Roof or Wall application Reversed HR-36® (36" Coverage) Wall application only OPTIONAL PATTERN #2 Mini-V-Beam (32" verage) Roof or a application Nu -Wave® Corrugated (34%"coverage) Wall application Nu -Wave® Corrugated (32" Coverage) Roof application PBR (36" Coverage) Roof or Wall application Super -Span® (36" Coverage) Roof or Wall application Reversed Super -Span® (36" Coverage) Wall application U-Panel (36" Coverage) Roof or Wall application C TAPE IC TAPE C TAPE C TAPE C TAPE C TAPE C TAPE C TAPE TAPE X-Spare (36" Coverage) Roof application Note: Lap panels away from prevailing weather. Use only those accessories specifically designed for use with this product. Use only galvanized or ZINCALUMO-coated fasteners. Isolate roofing and flashings from contact with dissimilar metals. Fastener selection will vary based upon substrate. The use of butyl mastic tape along the sidelaps, as shown above, is always recommended for roof panels. Space lap screws @ 18" o.c. maximum. 4 www.aepspan.com AEP 1 I SPAN Fastener Selection Fastener # Description 1 1/2", 2", 2 1/2", 3" Wood Screw 1/4" Hex Head Use Panel to Dimensional Lumber i#9x1", .- -, #14 x 1", 2" Wood Screw 5/16" Hex Head Panel to Plywood Minimum 1/2" thick, structural grade #12 x 3/4" Stitch Screw 1/4" Hex Head (compatible with #9 wood screw) Trim and side lap attachments 4 #14 x 7/8" Lap Self Driller 5/16" Hex Head (compatible with #14 wood screw) Trim and side lap attachments. Attach panels to 18, 20, 22 gauge supports. 0 STST-42 Stainless Steel Rivet 1/8 x 1/8 *Requires sealant over rivet head. Trim -to -trim or trim -to -wall panel attachments 6 #12 x 1-, 1 1/2", 2", 1 1/2" Self Driller 5/16" Hex Head Panel to purlin attachments Notes: The table above shows the metal buildings panel fasteners provided by AEP Span. Refer to the panel flashing details and fastener placement pages of this manual for specific usage. Panel attachment screws must be long enough to fully penetrate through the roof decking, or penetrate solid lumber at least one inch. All screws must be coated to provide protection against corrosion. Exposed fasteners should have sealing washers and be the same color as the parts they attach. Roofing nails will also be required, but not fumished by AEP Span. They are typically used to temporarily hold a flashing in place that needs to be installed prior to panels. Screws must be properly driven to ensure proper seal and holding strength. Do not underdrive or overdrive the screws. Recommended drill speed is 2000 rpm. Use of a depth -sensing nosepiece will aid in properly driving screws. Proper Installation of Gasketed Fasteners Correctly L Driven Under Immo L. Driven Over Driven BR137 C&I Building Systems • December 2016 5 Commercial & Industrial Building Systems Installation, Fleshings & Details Guide AWN Ridge/Hip Flashing Box Rib, HR-36, and Super -Span SPECIFY ROOF PITCH 1 ' or 18" Formed Ridge (R6) Super -Span FORMED RIDGE <> #12 SELF DRILLER PER ATTACHMENT SCHEDULE Note: Maximum pitch with formed ridge 3:12. SPECIFY ROOF PITCH Formed Ridge HR-36 (R11) Box Rib (R43) BUTYL MASTIC TAPE OR GUNNABLE SEALANT, TYP AEP SPAN SYSTEMS ROOF PANEL 6 www.aepspan.com Valley Flashing Box Rib, HR-36, Mini-V-Bearn, PBR, and Super -Span W-VALLEY(V6) BOTTOM CLOSURE SET IN SEALANT CUT NEOPRENE CLD5VRE~APART AND STAGGER UP VALLEY 11 r—_— VALLEY SUPPORT l§ G& M|w|MVw Note: Valley dimensions must bathe proper width hoacnomnd for slope, snow, ice and heavy rain conditions. An umdedaymemtsuch osarubberized cold -applied membrane iurecommended extending mminimum nf3''O^upfrom the center ofthe valley nneach side. *Special ordered beveled closures available for ospecific AEP SPAN SYSTEMS ROOF PANEL #12 SELF DRILLER SEE FASTENER ILLUSTRATION BR137C&|Building Systems ^ Oecenber20Y0 7 Commercial & Industrial Building Systems Installation, Flashings & Details Guide A AEP Eave Flashing Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span Eave (E6) Sculptured Eave (E7) optional AEP SPAN SYSTEMS ROOF PANEL BOTTOM CLOSURE SET IN SEALANT > #12 SELF DRILLER SEE FASTENER ILLUSTRATION RIVET #14x7/8" LAP SELF DRILLER EAVE OUTSIDE CLOSURE SET IN SEALANT 8 www.aepspan.com Gutter Flashings Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span /L4 1/4' 4 3/4' 1 4'— 5 3/8' 4 3/4' 1 1/4' 5 1/2' U1 Box Gutter (GU6) pre -hung 3 1/2' 3 1/2' Sculptured Gutter (GU7) pre -hung 1 5/8' T 4 3/4' 1'�� 3 1/2' 4' ,I' Box Gutter (GUS). post -hung 3 1/2' Sculptured Gutter (GU9) post -hung AEP SPAN SYSTEMS ROOF PANEL BOTTOM CLOSURE SET IN SEALANT AN Gutter Strap (GS6) GUTTER STRAP 0 36" O.C. MAX, FASTEN EACH STRAP TO GUTTER GUTTER, ALLOW FOR EXPANSION AND CONTRACTION PER SMACNA STANDARDS 0. #12 SELF DRILLER SEE FASTENER ILLUSTRATION DOWN SPOUT AS REQUIRED BR137 C&I Building Systems • December 2016 9 Commercial & Industrial Building Systems Installation, ,Flashings & Details Guide SPAN Gable Flashings Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span 5 1/4" ,[3/4"- 1/2" HEM — it 7/8" / '* 1/2" HEM 1 3/4" Gable Trim (G8) PBR & Super -Span t,t1'I 3 1/2" 3 1/2" /-\74' 5/8" y y 2 1/8" "I 1 1j2„ 2 1/8" -5/8" HEM Sculptured Gable Trim (G9) HR 36 HEM #12x3/4" STITCH SCREW OR 4O #14x7/8" LAP SELF DRILLER 45) 24" O.C. GABLE TRIM OUTSIDE CLOSURE STAGGERED UP RAKE, SET IN SEALANT #14x7/8" LAP SELF -- DRILLER © 24" O,C. 3 5/16'/ 3 1/2" 3 -1" -1/2" HEM 5 1/2" 13/4 1/2" HEM-* 3 1/2" 1/2" HEM Sculptured Gable Trim (G15) Gable Trim (G12) BUTYL MASTIC TAPE #12 SELF DRILLER SEE FASTENER ILLUSTRATION AEP SPAN SYSTEM ROOF PANEL (SUPER -SPAN SHOWN) 10 www.aepspan.com AND. Peak Flashings Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span 5" (VARIES) 1/2" #12 SELF DRILLER PER ATTACHMENT SCHEDULE PEAK # 14x7/8" LAP SELF DRILLER © 24" 0.C. OUTSIDE CLOSURE SET IN SEALANT 5-1/2" (VARIES) 1/2" HEM 1/2" HEM Peak PF16) #12x3/4" OR 4� #14x7/8" © EVERY STITCH SCREW LAP SELF DRILLER RIB OR 12" 0.C. MAX. AEP SPAN SYSTEMS ROOF PANEL TOP CLOSURE SET IN SEALANT BR137 CBI Building Systems • December 2016 11 Commercial & Industrial Building Systems Installation, Flashings & Details Guide Sidewall IFlashings Box Rib, HR-36, Mini-V-Bearn, PBR, and Super -Span 5 5/8" 5" 2 1/8' Sidewall (SW7) PBR & Super -Span RIVET OR PAN HEAD SCREW <> #12 SELF DRILLER SEE FASTENER ILLUSTRATION AN 5 1/4" 4' 3/4" HEM 5" 41 1/2" HEM Sidewall (SW8) AEP SPAN SYSTEMS WALL PANEL INSIDE CLOSURE SET IN SEALANT SIDEWALL #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER 0 12" C.C. BUTYL MASTIC TAPE AEP SPAN SYSTEMS ROOF PANEL (SUPER -SPAN SHOWN) 12 www.aepspan.com A SPAN Endwall Flashing Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span Endwall (EW6) O#12 SELF DRILLER SEE FASTENER ILLUSTRATION #12 SELF DRILLER PER ATTACHMENT SCHEDULE AEP SPAN SYSTEMS WALL PANEL INSIDE CLOSURE SET IN SEALANT #12x3/4" OR #14x7/8" EVERY ENDWALL STITCH SCREW LAP SELF DRILLER RIB OR 12" O.C. MAX. AEP SPAN SYSTEMS ROOF PANEL TOP CLOSURE SET IN SEALANT BR137 C&I Building Systems • December 2016 13 Commercial & Industrial Building Systems Installation, Flashings & Details Guide AN Panel Endlap Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span BUTYL MASTIC TAPE OR GUNNAELE SEALANT, TYP, AEP SPAN SYSTEMS ROOF PANEL 0 #12 SELF DRILLER SEE FASTENER ILLUSTRATION 14 www.aepspan.com Wall Details Window/Door Trim 3 7/8" 1/2" HEM XX 1' 1 1 1/4" C-Metal (C-6) PBR & Super -Span -1 3/8" 3 1/2" -1 5/8" 1/2" HEM- j 1 3/8" C-Metal (C11) Box Rib & HR 36 C-METAL AEP SPAN'S SYSTEMS WALL PANEL (SUPER -SPAN SHOWN) O#12 SELF DRILLER C-METAL OR J6 JAMB TRIM GLAZING AND WINDOW FRAME BY OTHERS C-METAL aria SPAN 3 1/2" t sr 1 /2" - 1 3/8" 1. 1/2* HEM -, { 1 1 1 /4" 1- Jamb Trim (J6) C-Metal (C-13) PBR & Super -Span Nu -Wave & U-Panel 3 7/8" 1 1/2" HEMzd ,1' 1 1 /4" C-Metal (C12) Mini -V-Beam 3 3/4" —1 1/2" BR137 C&I Building Systems • December 2016 15 Commercial & Industrial Building Systems Installation, Flashings & Details Guide SPAN Wall Details • Drip Edge, Wall Step, Panel Top Box Rib, HR-36, PBR, and Super -Span 1 5/8" 4 1/$ 3/4" 7 1/2" HEM Drip Edge (B6) O #12x3/4" STITCH SCREW OR 4O #14x7/8" SELF DRILLER C EACH RIB OR 12" 0,C, MAX, C-METAL O #12 SELF DRILLER DRIP EDGE AEP SPAN SYSTEMS WALL PANEL (SUPER -SPAN SHOWN) DRIP EDGE C-METAL 16 www.aepspan.com A AEP SPAN Wall Details • Inside Corner Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span 4 1 4" 4" 1/2" HEM- 1 3/4" Inside Comer (IC7) AEP SPAN SYSTEMS WALL PANEL (SUPER -SPAN SHOWN) #12x3/4" STITCH SCREW OR (j. #1 4x7/8" LAP SELF DRILLER 0 24" O.C. MAX. INSIDE CORNER #12 SELF DRILLER 1/2" HEM — 1 /2" HEM 6 3/4" s= 6 3/4" Inside Corner (IC 11) BR137 C&I Building Systems • December 2016 17 Commercial & Industrial Building Systems Installation, Fleshings & Details Guide A AEP 64SPAN Wall Details • Outsiide Corner Box Rib, HR-36, Mini-V-Beam, PBR, and Super -Span Outside Comer (007) PBR & Super -Span AEP SPAN SYSTEMS WALL PANEL (SUPER -SPAN SHOWN) #12 SELF DRILLER SEE FASTENER ILLUSTRATION #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER @ 24 O.C. MAX, 1 /2" HEM — 1/2" HEM A- 6 3/4" -7/ 6 3/4" Outside Comer (0C11) 1111111 III OUTSIDE CORNER 10111 18 www.aepspan.com AEP Ridge/Hip Flashing NuWave Corrugated & U-Panel Ridge/Hip (R8) RIDGE/HIP (R8) \ \ #12 SELF DRILLER (add note) Note: Fasteners (except under ridge cap) should be located on tops of corrugations. Special ordered beveled closures available for a specific pitch/slope. #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER ® EVERY RIB OR 12" Q.C. MAX. NU —WAVE OR U—PANEL TOP CLOSURE SET IN SEALANT BR137 C&I Building Systems • December 2016 19 Commercial 0&Industrial Building Systems Installation, Rmohings&Details Guide " 'Ok,, AEP SPAN �� °~°"~��""=="""""g NuWave Corrugated & U-Panel BOTTOM CLOSURE*SE7 IN NEOPRENE MASTIC TAPE NU —WAVE OR U—PANEL #12 SELF DRILLER SEE FASTENER ILLUSTRATION VALLEY SUPPORT, 20 CA, MINIMUM, G90 GALV, Note: Valley dimensions must be the proper width 0oaccount for slope, snow, ice and heavy rain conditions. An undedoymentsuch aoerubberized cold -applied membrane iorecommended extending aminimum ofX-O^upfrom the center ofthe valley oneach side. *Special ordered baveledduoumaavailablehxaopecific 20 Eave Flashing NuWave Corrugated & U-Panel 1/2" HEM Eave (E6) aza SPAN NU —WAVE OR U—PANEL BOTTOM CLOSURE SET IN SEALANT #12 SELF DRILLER SEE FASTENER ILLUSTRATION RIVET #14x7/8" LAP SELF DRILLER © 16" O.C, MAX, EAVE OUTSIDE CLOSURE SET IN SEALANT BR137 C&I Building Systems • December 2016 21 Commercial & Industrial Building Systems Installation, Fleshings & Details Guide Gutter Flashing NuWave Corrugated & U-Panel Box Gutter (GU6) pre -hung �S AN Gutter Strap (GS6) NU WAVE OR U-PANEL BOTTOM CLOSURE SET IN SEALANT GUTTER STRAP 0 36" O.C. MAX. FASTEN EACH STRAP TO GUTTER GUTTER, ALLOW FOR EXPANSION AND CONTRACTION PER SMACNA STANDARDS BUTYL TAPE OR SEALANT #12 SELF DRILLER SEE FASTENER ILLUSTRATION DOWN SPOUT AS REQUIRED 22 www.aepspan.com Gable Flashing NuWave Corrugated & U-Panel T 4 3/4" 13/4"-d 1/2" HEM-* 3 1/2"i Gable Trim (G19) #12x3/4" STITCH SCREW OR 0. #14x7/8" LAP SELF DRILLER 4 24" O.C, GABLE TRIM OUTSIDE CLOSURE STAGGERED UP RAKE, SET IN SEALANT #14x7/B" LAP SELF DRILLER ® 24" O.C. i �1/2" HEM AS AN BUTYL MASTIC TAPE NU -WAVE OR U-PANEL (NU -WAVE SHOWN) BR137 C&I Building Systems • December 2016 23 Commercial & Industrial Building Systems Installation, Flashings & Details Guide Peak Flashing NuWave Corrugated & U-Panel <> #12 SELF DRILLER (odd note) PEAK 5" (VARIES) st 1/2" • #14x7/8" LAP SELF DRILLER 0 24" O.C. OUTSIDE CLOSURE SET IN SEALANT t 5 1/2" (VARIES) /4/4---3/8" HEM 3/8" HEM Peak (PF16) #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER EVERY RIB OR 12" 0.C. MAX. NU —WAVE OR U—PANEL TOP CLOSURE SET 11\I SEALANT 24 www.aepspan.com AS AN Sidewall Flashing NuWave Corrugated & U-Panel RIVET -\\NN\ # 12 SELF DRILLER SEE FASTENER ILLUSTRATION 5 1/4" 5" 1 /2" HEM Sidewall (SW8) NU -WAVE OR U-PANEL INSIDE CLOSURE SET IN SEALANT SIDEWALL #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER 12" 0.C. BUTYL MASTIC TAPE NU -WAVE OR U-PANEL (NU -WAVE PANEL SHOWN) BR137 C&I Building Systems • December 2016 25 Commercial & Industrial Building Systems Installation, Flashings & Details Guide AN Endwall Flashing NuWave Corrugated & U-Panel 0. #12 SELF DRILLER SEE FASTENER ILLUSTRATION # 12 SELF DRILLER PER ATTACHMENT SCHEDULE 4—1 /2" HEM Endwall (EW6) NU -WAVE OR U-PANEL INSIDE CLOSURE SET IN SEALANT #12x3/4" OR #14x7/8" © EVERY ENDWALL STITCH SCREW LAP SELF DRILLER RIB OR 12" O.C. MAX, NU -WAVE OR U-PANEL TOP CLOSURE SET IN SEALANT 26 www.aepspan.com A SPAN Wall Details • Base Trim NuWave Corrugated & U-Panel 2-1/8" RIVET OR PAN HEAD SCREW BASE ANGLE 1" 1/2n 1/2" HEM Base Trim (B1) NU —WAVE OR U—PANEL #12 SELF DRILLER SEE FASTENER ILLUSTRATION INSIDE CLOSURE SET IN SEALANT BASE TRIM (81) BR137 C&I Building Systems • December 2016 27 Commercial & Industrial Building Systems Installation, Flashings & Details Guide as AN Wall Details • "C" Trim NuWave Corrugated & U-Panel 4 "C" Trim (C13) #12 SELF DRILLER NU -WAVE OR U-PANEL (NU -WAVE SHOWN) "C" TRIM (C-13) BUTYL MASTIC TAPE #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER CO 12" Q.C. SEALANT 28 wvvvv.aepspan.com Wall Details • Inside Comer NuWave Corrugated & U-Panel A AEP gir.dP SPAN t3/8" HEM mi 3 1/2" 3/8" HEM — /— 3 1/2" Inside Comer (IC2) BUTYL MASTIC TAPE #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER © 12" 0,C, INSIDE CORNER (IC2) NU —WAVE OR U—PAN[L (NU —WAVE SHOWN) BR137 C&I Building Systems • December 2016 29 Commercial & Industrial Building Systems Installation, Fleshings & Details Guide AsN Wall Details • Outside Corner NuWave Corrugated & U-Panel 1/2" HEM 3-1/2" MIN. -/ 1/2" HEM — Outside Corner (0C2) 3-1/2" MIN. OUTSIDE CORNER (OC2) BUTYL MASTIC TAPE #12x3/4" STITCH SCREW OR #14x7/8" LAP SELF DRILLER 12" O.C. NU -WAVE OR U-PANEL (NU -WAVE SHOWN) 30 www.aepspan.com ~ 16AEP SPAN Custom Flashing Worksheet Hook (open Hem) Hem Notes: Girth (shotch'out)=a+b+c+d+e Hooks & Hems count as 2 breaks (bends) Custom Flashing Pricing - A) Price per inch of girth per lineal ft = $ (in/ft)(provided byAEPSpan RepJ B) Total girth ofcustom flashing = (in) C)Slitting charge (naquinnd)=$0.13/Omuhing D)Price per break (band)=$O.15/braak E)Number pfbreaks incustom part = F)Price per lineal ft=(\x8)+C+(DxE)= ($8ft) Custom Flashing Weight: Per unit weights (lb/in8ft):2Ogm=O.1322gm=O1O24ga=O.O82Gga=U.U7 Flashing weight = Total girth (B) x per unit weight (above) = (lbstlft) BR137C&|Building Systems ^ Deoenber20/8 31 Commercial & Industrial Building Systems Installation, Flashings & Details Guide AmN 32 www.aepspan.com Mini-V-BeamTM Roof and Wall Mini-V-Beam is an exposed - fastened metal eandlWith-)32R CODE CC.-.;'LlAlsiCE net coverage. APFROVLD : 11 Mini-V-Beam is ideal for roof, vertical 'or horizontal wall applications, ooeri Iran led canopy or carport deG:gr.s. 49/16" 32" Net Coverage Properties �4\ AEP SPAN Standard Finishes Base Steel Yield Tensile Wt. I+ S+ Gauge Thickness (in) (ksi) (ksi) (lbs/ft') (in9ft) (inIft) Metailic (inIft) (in3/ft) Coating Paint System 26 24 22 20 0.0173 0.0232 0.0294 0.0354 80 50 50 40 82 65 65 55 0.92 1.23 1.56 1.88 0.0708 0.0921 0.0705 0.0876 AZ50 0.0956 0.1200 0.1463 0.1307 0.1665 0.2000 0.0956 0.1200 0.1286 0.166 0.1463 0.2000 AZ50 G90 18 0.0459 40 55 2.43 0.1913 0.2573 0.1913 NOTES: The moments of inertia, I* and I-, presented for determining deflection are (2IEff + )/3 standard features • Minimum recommended slope 1:12. • Gauges: 22ga, 24ga, 26ga and 29ga in standard finishes and 20ga available in ZINCALUME® Plus. • Refer to AEP Span Color Charts for full range of color options and paint systems. • Custom manufactured panel lengths: 5'-0" to 45'-0". • Matching fiberglass panels available. si Testing: ASTM E1680 (air infiltration) and ASTM E1646 (water infiltration). All testing performed by accredited third -party. • Roof assemblies Class A Fire Rated when installed on non-combustible deck or framing per IBC or IRC or when installed in accordance to UL listings (UL790). Wall assemblies rated for fire resistance (UL263) when installed in accordance with UL listings. • Building Code Approval Report: IAPMO-UES #ER-0550. • Manufactured in Tacoma, WA. 0001 0.2573 G90 Cool Dura Tech' nt Cool Dura Tech" 5000 (polyvinylidene fluoride) Or Dura Tech" mx (metallic polyvinylidene) optional features • Short cut sheets from 5'-0" to I-0". Additional fees and lead times apply. • 20ga and 18ga available in G-90 with standard and custom colors subject to a minimum order size of 4,500 square feet and longer lead times. III 18ga available in bare G-90 galvanized subject to a minimum order size of 18,000 square feet and longer lead times. • Custom colors, thick film primer and/or clear coat paint finishes available. Subject to 4,500 square feet minimum order. • Perforation options available for an additional charge. Minimum order size 1,335 square feet (Inquire for smaller orders). Select from standard perforation patterns with open areas of 7.8%, 13.8%, 23.4% or 30.6%. IN Stucco embossed available in 26ga, 24ga and 22ga. Subject to minimum order sintEVERtmtire feet. CITY OF JAN 03 2019 PERMIT Crt Customer Service Center Tacoma, WA Phone: 800-733-4955 , Fax: 253-272-0791 For mos. current versions of literature please visit www.aepspan.com Mini-V-Beam Roof and Wall AN MINI 26 Single Span Cond. Allowable Inward Loads (Ibs/ft') per Span (ft.-in,) 2'-0„ 353 3 -0 4'-0" 138 5,-0„ 6%0„ 61 7'-0„ 45 8%0„ 34 10'-0„ ASD, W/O 551 245 88 22 U180 - - 229 97 49 29 18 12 6 Double Span ASD, W/f2 441 297 214 124 81 56 42 32 20 U180 - - - - - - 29 15 Triple Span ASD, W/O 517 357 258 153 100 70 51 40 26 U180 93 54 34 23 12 24 Single Span ASD, W/f) 652 417 290 163 104 72 53 41 26 U180 - - - 131 67 39 24 16 8 Double Span ASD, W/f2 603 394 277 157 101 71 52 39 25 U180 20 Triple Span ASD, W/O 734 484 342 195 126 88 65 49 31 U180 - - 126 73 46 31 16 22 Single Span ASD, W/O 831 532 369 208 133 92 68 52 33 U180 - - - 164 84 49 31 20 10 Double S n ASD, W/fO 798 517 362 206 131 92 68 51 33 U180 49 25 Triple Span ASD, W/O 979 640 449 256 164 114 84 64 41 U180 - - - - 158 92 58 39 20 20 Single Span ASD, W/D 798 511 355 200 128 89 65 50 32 U180 - - 102 59 37 25 13 Double Span ASD, W/f2 770 499 348 197 126 88 64 49 32 U160 31 Triple Span ASD, W/f2 948 617 433 246 158 109 81 61 39 U180 70 47 24 18 Single Span ASD, W/f2 1027 657 456 257 164 114 84 64 41 U180 - - - - 134 77 49 33 17 Double Span ASD, W/O 991 642 449 254 163 113 83 64 41 U180 40 Triple Span ASD, W/D 1221 795 557 316 203 142 104 79 51 U180 92 62 32 Single Span w, distributed load 4,111111111111 L, span Double Span w 111111111111111111 L-14—L Triple Span w 111111111111111111111 34 L ► N L—►J L ►j NOTES: Top values based on allowable stress (ASD). Bottom values based on a deflection limit of U180. - denotes that the allowable load is limited by the panel stress vs. deflection limit. Steel conforms to ASTM A653 (Galvanized) or ASTM A792 (ZINCALUME) structural steel. Tabulated values are for positive (inward) uniform loading only. Values are based on the American Iron and Steel Institute "Cold Formed Steel Design Manual" (AISI 5100-12). Refer to aepspan.com for more complete Mini-V-Beam performance data. 011 Canning : All flat metal surfaces can display waviness as "oil canning". "Oil canning' is an Inherent characteristic o defect,, and therefore is not a cause for.ponel rejection. Customer Service Center Tacoma, WA Phone: 800-733-4955 Fax: 253-272-0791 For most current versions of literature please visit www.aepspan.com All information sfatt d in the product sheet is correct at time of pnnting and subject to change without notice, check our website for the latest version. Architectural Metal Roofing and Siding COLOR CHART f IF in STANDARD COLORS DURA TECHTM' 5000 - Premium 70% Fluoropolymer (PVDF) Coating ZINCALUME® Plus* Cool REGAL WHITE SRI: 64 • LRV: 67 • GA: 24, 22, & 20 SRI: 88 • LRV: 75 • GA: 24 & 22 Coo/ SIERRA TAN SRI: 55 • LRV: 34 • GA: 24 & 22 Coo/ PEBBLE Cool PARCHMENT SRI: 58 • LRV: 40 • GA: 24 & 22 Cool WALNUT SRI: 48 • LRV: 27 • GA: 24 & 22 SRI: 38 • LRV: 18 • GA: 24 & 22 Coo/ WEATHERED COPPER Cool DARK BRONZE SRI: 34 • LRV: 11 • GA: 24 & 22 SRI: 32 • LRV: 8 • GA: 24 & 22 Cool COLONIAL RED Cool OLD TOWN GRAY SRI: 35 • LRV: 9 • GA: 24 & 22 Cool SLATE GRAY SRI: 33 • LRV: 12 • GA: 24 & 22 Cool TAHOE BLUE SRI: 33 • LRV: 14 • GA: 24 & 22 Cool TERRA-COTTA SRI: 41 •LRV: 15•GA: 24&22 Cool ZINC GRAY SRI: 43 • LRV: 27 • GA: 24 & 22 SRI: 39 • LRV: 20 • GA: 24 & 22 Coo/ MIDNIGHT BRONZE Cool MATTE BLACK SRI: 27 • LRV: 7 • GA: 24 & 22 SRI: 29 • LRV: 5 • GA: 24 & 22 Cool REGAL BLUE Cool SAGE GREEN SRI: 29 • LRV: 10 • GA: 24 & 22 SRI: 41 • LRV: 21 • GA: 24 & 22 Cool LEAF GREEN Cool FOREST GREEN PREMIUM COLOR' (Subject to upcharge) VINTAGE®' SRI: 22 • LRV: 20 • GA: 24 Vintage coated metal is an innovative coating process over a TruZinc® G90 metallic coated steel surface producing a beautiful, durable, aged -metallic finish. METALLIC COLORS' DURA TECHT"' mx - Premium Fluoropolymer (PVDF) Pearlescent Coating (Subject to upcharge) Please note that these colors are batch sensitive (may have color variation) and are directional in nature. Different batches are not to be mixed on projects. We recommend that you request a sample of current stocked material to review actual color } before ordering to ensure color accuracy. We are not responsible for color variations. SRI: 30 • LRV: 11 • GA: 24 & 22 SRI: 29 • LRV: 9 • GA: 24 & 22 *Clear acrylic coated Cool METALLIC SILVER' SRI: 65 • LRV: 50 • GA: 24 & 22 Cool SILVERSMITH' SRI: 58 • LRV: 54 • GA: 24 & 22 Cool ZACtique®II' SRI: 39 • LRV: 22 • GA: 24 & 22 Cool METALLIC CHAMPAGNE' SRI: 54 • LRV: 33 • GA: 24 & 22 Cool METALLIC COPPER' SRI: 53 • LRV: 29 • GA: 24 & 22 REPRESENTATION OF COLORS MAY VARY DUE TO PRINTING LIMITATIONS. Sample color chips are available upon request. Consult your AEP Span representative for more information. • P , - • • • • . DURA TECHTM Fluoropolymer Coatings DUR LTECH DUURRATECHm CRRC steelscape Dura Tech coatings combine the corrosion protection of a ZINCALUME° substrate with a highly durable resin formulation and cool pigment technology to provide excellent color retention and reduces the demand for energy. DURA TECH 5000 and DURA TECH mx ASTM' PERFORMANCE Standard Film Thickness Marine Environment Film Thickness Specular Gloss Pencil Hardness Flexibility T-Bend Cross Hatch Adhesion Reverse Impact D5796 0.15 - 0.25 mil primer, 0.70 - 0.80 mil top coat 0.50 mil backer coat (Polyester system applied over a primer) D5796 0.70 - 0.80 mil primer, 0.70 - 0.80 mil topcoat, 0.40 - 0.50 mil clear coat Other unusual environmental conditions or specialized pigmentation may have different primer and clear coat requirements. D523 8-15% at 60° (Dura Tech 5000) 15-25% at 60° (Dura Tech mx) D3363 F-2H D4145 2T No loss of adhesion or evidence of cracking' D3359 No adhesion loss D2794 No cracking or loss of adhesion Abrasion, Falling Sand D968 65 liters minimum Flame Test E84 Class A coating Acid Pollutants D1308 20% Sulfuric Acid, 18hrs. No bleaching 10% Muriatic Acid, 24hrs. No color change, no blistering Acid Rain Test Kesternich 15 cycles minimum Alkali Resistance Kesternich No effect Salt Spray Resistance B117 Passes 1,000 hours, coated steel' Cyclic Salt Fog B5894 2,000 hours passes adhesion Humidity Resistance @ 100° South Florida Exposure UVB Chalk Resistance ZINCALUME® and Galvalume® substrate A792 B2247 Passes 2,000 hours, coated steel' D2244 <5 NBS units change D822 Passes 3,000 hours D4214 Rating of 8 minimum 55% aluminum -zinc alloy coated steel with a metallic coating weight of AZ50 Declare.` Limited warranties for chalk, fade and film integrity are available in durations of up to 30 years for both Dura Tech" 5000 and Dura Tech" mx. All AEP Span panels are offered with a corrosion warranty on Galvalume® or ZINCALUME® substrate. Terms can be affected by factors such as environment and building use. Vintage warranty vanes. Inquire for details. COMPOSITION & APPLICATION: Dura Tech" 5000/mx coatings are factory applied, oven cured formulas applied by approved coil coaters. They utilize Kynar 500® or Hylar 5000® PVDF resins and inorganic, IR reflective pigments for superior long-term performance. PRETREATMENT All substrates are pre-treated in accordance with paint manufacturer's instructions. The pretreatment is to provide a suitable surface for application of the recommended primer. METALLIC COATINGS With metallic coatings, minor differences in both color and appearance are normal and to be expected. It is virtually impossible to match one metallic coating to another. Due to the coil application process, striations and longitudinal patteming may also show on these products. To minimize the possible visual effects of the normal minor differences in paint and its application, an entire job should be painted at one time. Additionally, fabricated panels, flat sheets, and fleshings should be orientated in the same direction for installation. Contact AEP Span representative for actual color sam. - prior to purchase. VINTAGE • Vintage coated metal is an innovative coating process over a TruZince G90 metallic coated steel surface producing a beautiful, durable, aged -metallic finish. Vintage specifications and warranty vary slightly from those stated above.'Please visit www.aepspan.com/resource-center/warranties for details or contact an AEP Span representative for details. ' All tests performed to the latest ASTM revision. The test results set forth are representative of the results obtained by the paint manufacturer. Performances on HDG G90, ZINCALUME®, Galvalume®. SRI=Solar Reflective Index. LRV=Light Reflectance Value. GA= Gauge of Steel. SRI values in accordance with ASTM E1980 and are based on independent testing. Cool Roof Rating Council (CRRC) performance values (for CA Title 24, Energy Star) are based on color families and will differ from those listed above. Please visit www.aepspan.com for additional information. 02018 ASC Profiles LLC. All rights reserved. ZINCALUME° is a registered trademark of BlueScope Steel Ltd. Galvalume' is a registered trademark of BIEC International, Inc. TruZmc' 800-733-4955 Our Vibration Resistant Thread (VRT®) is designed to significantly increase back -out torque and reduce the potential for leaks. VRT® keeps the fastener tighter in applications where expansion, contraction and vibration are a concern. Independent tests verify that VRT® produces 3 -1/2 times more back -out resistance than a standard thread. BACK -OUT RESISTANT SCREWS U.S. Pat, No, 8,360,701 Taiwan Pat No, 150140 Europe Pat No. 2286067 Sizes and Technical Data Sheet Qght GauggAp_plications Maximum Drilling Thickness: .090" Technical Data Specifications ER Drill Screws Carton WT Per Description S ' Part Number conformsJ-78 for 4111166 tabbing ,screws.,,2' #17 TAPPER „conforms to 13,5# Sfi:A§14E 618.6.4 for .• flapping screws„ Material . Carbon Steel: C1022 1/4" -14 X 7/8" DP1/LAP w/VRT® CONCEALOR® Pancake Head w/Bonded Sealing Washer TRI-SEAL'" Coated 1,000Hrs Salt Spray 14087C1TSVBW 2,500 pcs 250/Bag w/Sealing Washer SS TRI-SEAL" Coated BLAZER® Flange Head 1/4" -14 X 7/8" DP1/LAP wNRT® Stairtless 14087HW1CSTSVVV 2,500 pcs 250/Bag 13.5# Zamac: '35 Zinc Cap: °, 4 1,000Hrs Salt Spray Strength ' A/4-14: 4,275 ibS. #17-14: 5,200 lbs.. *Wm 1/4" -14 X 7/8" DP1/LAP wNRT° BLAZER® TRI-SEAL" Coated 1,000Hrs Salt Spray 14087HW1CSTSV 2,500 pcs 10.2# Torsioina.l. Strengthi5s im4otb.inch #17-14: 175 lbs-inch 250/Bag 1/4" -14 X 7/8" DP1/LAP wNRT® :Corrosion Resistance BLAZER® 2500 pcs w/Bonded Sealing Washer 14087HW1CSTSVBW 250/Bag 13.5# ,-'75:falitt-;EAPraY: 1,000 his TRI-SEAL- Coated 1,000Hrs Salt Spray Sealing , Washers Flange Head:, TT EPDM Cut Tubular 1/4" -14 X 7/8" DP1/LAP wNRT! BLAZER® Stainless Cap Head w/Sealing Washer TRI-SEAL- Coated 1,000Hrs Salt Spray 14087HW1CSTSVWSC 2,500 pcs 250/Bag 13.5# Ow- 1/4" -14 X 7/8" DP1/LAP wNRT® BLAZER® Zinc Cap Head w/Sealing Washer TRI-SEAL" Coated 1,000Hrs Salt Spray 1/4" -14 X 1-1/8" DP1/LAP wNRT° BLAZER® Stainless Cap Head w/Sealing Washer TRI-SEAL" Coated 1,000Hrs Salt Spray 14087HW1CSTSVWZC 2,000 pcs 250/Bag 13.5# 19.3# 14112HW1CSTSVWSC 2,000 pcs 250/Bag #17-14 X 1" TYPE AB wNRT° TAPPER w/Bonded Sealing Washer (3/4"OD) 17100HWABCSTSVBW 2,000 pcs 20# TRI-SEAL" Coated 250/Bag 1,000Hrs Salt Spray EPDM Vulcanized to 90 Galvanized Steei 15MIV120,-D) TRIANGLE FASTENER CORPORATION I.Ge44- - • 800.486.1832 I www.trianglefastener.com INK CleHEM L�e POLYMER INNOVATION Technical Data Sheet CHEm LINK Construction & Maintenance Telephone-GOO'G2G-1881 Fax: 269-679-4448 353E.Lyons Street Sohoo|onyft.N1|4SO87 vwxmv.chem|ink.com DuraLink Siding w Window wDoor ~Roof Sealant � ]��o��»�� ^��SI 02�� .� _~ �~ � - R E V\=��DF��R CODE C��`�1_"|[AN[E APFROVED Product Description Dural -ink 50 is an extremely elastic moisture curing sealant designed for use in oemenUtiouo uiding, metal amhitectuma, curtain weU construction and joints subject to movement. OunaLink 50'a adhesion to difficult surfaces permits its use onanodized metal and coatings such asKynar500mPVDF DunmL|nk6owill not stain absorbent stone substrates like limestone or marble. Dural -ink 50's unique po|yether chemistry eliminates out -gassing ongreen concrete and protects against "sun tanning" ordiscoloration when exposed to ultraviolet light. Applicable Performance Standards ^ ASTMCO2O.Type S.Grade NS.Class 5O` Uses NTTz.K4.G.A&O ^ Federal Specification TT-S'O023O-CType ||. Class A ^ Corps ofEngineers CRD'C'541.Type ||. Class A ^ Canadian Standards Board CAN 13. 13-M82 ^ 8VVR Institute Validated (Sealant Waterproofing and Restoration) ^ AAKUA8U2.3'U8Type ||.AAW1A8O3.3'O8Type |.and AAK8A8U5.2'08Group C Regulatory Compliance ^ Conforms tnOTC Rule for Sealants ^ Meets requirements ofCalifornia Regu: CARB.BAAOMDand SCAOMD ° This product does not contain cancer causing chemicals listed in California Propouition65 ^ Conforms to USDA Requirements for Non-food Contact Lavir :POLYMER INNOV, ON FEB1��8 n�m�w��,� City of Tukwila sL Revision: 03/28/17 coated metal ^ Solvent free, 1OO96solids will not shrink ~Non-oump.applies vertically and overhead ^4Uminute skin over ^NooubJasaingondamp surfaces ° Available ioawide range ofroofing & siding colors ^ Color stability, will not suntan ^Poinbab|ewithin 24hours (See limitations) ° +/- 5O96joint movement Colors Please refer to applied color board or chemhnk.omm for mfull list mfroofing and siding colors, Special colors are avoi|o|beupon request. CEWEO CITY OF TUKVJ1V A 0kk�8�� v�xn ~° �w,� Packaging PERMIT CENTER °1O.1oz(3O0m|)Eumm/4|nohnozzle 12 cartridges/carton, 105oodono/pmUed 24oarthdQos/parton.45cartons/pallet °20wz(6*0mm|) 12oauoagae/norton.4Ocartons/pallet "2and 6gallon pails orS0 gallon drums available by special order INSTITUTE I q4illi4a 000 1 American Architectural Manufacturers Association ROOFM CONTRACTORS ASSOCIATEN MEMBER Joint Preparation Jqint surfaces should be clean, dry and free from all contamination including: dirt, oils, grease, tar, wax, rust and any other substance that may inhibit the sealant's performance. Joint Design Install all joint applications per ASTM and SWRI recommendations and guidelines. Joints shall be designed with a depth to width ratio of 1:2 (joint depth one-half the width). Control the depth of the sealant by using a polyethylene backer rod that is 25% larger than the joint opening at standard temperature. To prevent three-point adhesion use a backer rod or bond breaker tape to ensure proper joint movement and a long lasting weatherproof seal. Where the joint configuration will not permit a backer rod, CHEM LINK recommends that an alternative bond breaker be used. Joint Width Inches (mm) Joint Depth Inches (mm) 1/2 - 3/4 (13-19) 1/4 - 3/8 (6-10) 3/4 - 1 (19-25) 3/8 - 1/2110-13) 1 - 2 (25-50) 1/2 (13) CHEM LINK recommends an appropriate substrate primer to be used on high moving joints or dissimilar substrates which require increased adhesion properties. Compatible Substrates* Galvanized Metal Briok.,C6ntrete'andiStOne EPDM and SBS Mod Bit Engineered Plastics, PVC EPS Foam B.U.R (Built up Roofing) James Hardie Board Fiberglass F Vinyl Siding El , Stucco Typical Physical Properties Gun Grade Zero Slump Viscosity 750,000 cp +/- 150,000 cp Brookfield RVF TF Spindle, 4 RPM, 73°F (23°C) Density 11.0 +/- 0.2 lbs per gallon ASTM 01475 Tack Free Time 40 min 45 +/- 5% R.H. Elongation atBreak ASTM 0412 Peel Strength 30 pli ASTM C794 Tensile Strength Hardness Shore A 23 „„. ASTM 0412 ASTM C661 Lap Shear Strength 175 psi ASTM D1002 Low temp. flex Pass -10°F (-23°C) 1/4 inch mandrel ASTM 0816 Shrinkage No visible shrinkage after 14 days Service Temperature -40°F to 200°F (-40°C to 93°C) Basic Uses Window and door frames Pre -cast concrete Curtain Walls Weather Sealing Cove Joints Parapets Expansion joints Transportation , *Test and evaluate to ensure adequate adhesion. Application Guidelines: Concrete Prior to application remove any residual contamination bymechanical abrasion, sand blasting orpowerweshing. On green ooncrebe, remove all release agents, friable and loose concrete. Dry all visible and standing water prior to applying DuraL|nk 50. Install an appropriate backer rod toavoid three-point bonding. Metal Prepare all metal toensure maximum adhesion, Remove all nust, scale and residue by wire brushing to e bright metal sheen. Remove films, loose or inappropriate coatings and oils with on appropriate solvent such as ^CHEMLINK recommends that coated substrates be tested for adhesion prior to starting m project FYuaoe contact Technical Services for specific application guidelines and recommendations. Wood Wood should be dean, sound and dry prior to sealant application. Allow treated wood toweather for six months prior to application. Remove all coatings and point (or test for compatibility) to ensure proper bonding. Do not use nnfire retardant lumber, Priming In most instances Ou,mLinhSOwill not require a phnnec However, certain applications orsubstrates may require eprimer hoensure along lasting bond and weatherproof seal. |tisthe applicator's responsibility todetermine the need for mprimer. CHEN1LINK recommends aprimer bo used for any application where prolonged immersion is anticipated. Clean -Up Wet sealant can be removed using a solvent such as alcohol. Cured 0uroLjmk 50 can be removed by abrading orscraping the substrate. Storage Store original, unopened containers inecool, dry area. Protect unopened containers from water, heat and direct sunlight. Elevated temperatures will reduce shelf life. 0unmLink 58will not freeze. Shelf Life Twelve months from date ofmanufacture when stored at 7V"F/21°Cwith 50Y6relative humidity. High temperature and high relative humidity may significantly reduce shelf life. Pails have a shelf life of six months. Application Instructions Remove all dirt, oi|, loose paint, frost and other contamination from all working surfaces with alcohol DO NOT USE petroleum solvents such as mineral spirits or xy|eno. Maintain 0unaLimh 50 at room temperature before applying toensure easy gunning and tooling. Test and evaluate hoensure adequate adhesion. Carefully gun the sealant with osmooth, continuous bead. |ftooling is needed, doouwithin fifteen minutes ofapplication. Caution Avoid prolonged contact with skin. Uncured adhesive irritates eyes. |ncase cfcontact with eyes immediately flush with water. Call a physician. Please refer hnthe SIDS for first aid information. See vmwvvoham|inkoomfor most current SOS KEEP OUT OFREACH OFCHILDREN. Limitations ^|nareas where prolonged chemical exposure ia anticipated, contact Technical Services for recommendations. ^ Allow treated wood to''cuna^for six months prior to application per APAguidelines. ^Donot use inareas subject tocontinuous immersion. ^ Oonot store inelevated temperatures. ^ Remove all coatings and sealers before application. ^ Please contact customer service for application guidelines with temperatures below 32^F(D^C). ^ Test and evaluate all paints before application. Polyurethane and oil based paints may dry slowly. ^Donot use onTPOwithout CHEMLINK TPOprimer. C11HEM LINK POLYMER INNOVATION Contractor Hot Line 80Q-826-1681 All properties described inthis document are derived from testing conducted in laboratory conditions. Properties and performance will vary depending on environmental conditions and application technique. Test and evaluate to determine appropriate usage. Visit www.chemlink.com for the Safety Data Sheet, Technical Data Guides and full warranty for this product. LIMITED WARRANTY: CHEm LINK warrants this product's performance, provided it is properly stored and applied within 1 year. |fthisCwsmrLmKmaomria|iepmvnd\ubwdefectivo.ndumremainingpmductandpurchaseoom*ip¢fbrrefundorrup|mnemont of product exclusive of labor or cunt of labor. This is the unie and exclusive remedy for dohario or failure of this product. User must read and follow the direction of the current Technical Data Guide and SDS prior to product use. User determines suitability nfproduct for intended use and assumes all huko Manufacturer shall not be liable for damages (including consequential or incidental damages) in excess of the purchase phce, oxoa[t where such exclusion or limitation in prohibited by ntmVa law. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, WRITTEN OR ORAL, STATUTORY, EXPRESS OR IMPLIED INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE; except for the above express warranty given by manufacturer, the product is sold with all faults. C*smLINK SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT INIA MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. This warranty gives you specific legal rights, and you may also have other rights in the U.S. which TECHNICAL DATA SHEET BEHRilr PREMIUM SPECIALTY CCIATINGS PRODUCT INFORMATION EXTERIOR ELASTOMERIC MASONRY, STUCCO & BRICK PAINT NO. 68 WHITE E BEHR PREMIUM® Elastomeric Masonry, Stucco & Brick Paint is a flexible, high -build coating designed to expand and contract, bridging hairline cracks in exterior, vertical masonry surfaces. This waterproofing paint is extremely durable and is mildew and dirt resistant. It has superior elasticity and elongation properties, stretching up to 600%. This 100%acrylic latex formula provides a breathable film, releasing moisture vapor that builds in walls, This low -sheen paint has excellent color retention and is available in 55 custom tinted colors, RECOMMENDED USES: This product is ideal for use on properly prepared and primed vertical surfaces such as: • Concrete • Brick • Concrete Block/CMU • Cement Board Siding • Stucco PRODUCT SPECIFICATIONS: SURFACE PREPARATION: Tint Bases/Max lint Load: No. 68124 oz. / 6 oz. No. 67116 oz. / 14 oz. Gloss: <10 @ 60° Sheen: 0-6 @ 85° Resin Type:100% Acrylic Weight per Gallon: 10.9 % Solids by Volume: 48 % Solids by Weight: 60. NC: <50g/1 Flash Point: N/A Viscosity: 120-135 KU Recommended Film T REVIEV:E.D FC CODE CC:'.^LIA APPROVED 0 FEB 15 2019 City of Tukwila ILDING DIVISI Wet: 21.3 mils / Dry: 10.2 mils @ 75 Sq. Ft./Gal. Wet:12.8 mils / Dry: 6.1 mils @ 125 Sq. Ft./Gal. Coverage: 75-125 Sq. Ft./Gal. depending on application method and substrate porosity. Does not include the loss of material from spraying. APPLICATION: Brush: Nylon/polyester Roller: 3/4"-1 1/4" Nap Airless Spray: At packaged consistency Tip:.025"- .029" Filter. 60 mesh Thinning: Do Not Thin Dry Time: @ 77° & 50% RH Longer dry time may be required in cooler temperatures and higher humidity. To Touch: 4-6 hours To Recoat: 24 hours Full Cure: 2 weeks aga CE1 bef 0 All surfaces must be dean, free of dust, chalk, oil, grease, wax, polish, mold and mildew stains, loose and peeling paint, rust, and all other foreign substances. 5tainblodcing: After priming, test for stain bleedthrough by applying the topcoat to a small section. If the stain bleeds gh the topcoat, apply a second coat of primer and test before top -coating the entire area. If bleeding nues, a longer dry time of the primer may be needed op -coating. e onry: All masonry surfaces must be cured at least 30 days e painting. The pH must be 10.0 or lower prior to coating. masonry may require an adequate profile for adhesion. other smooth concrete, create a profile using a product as a muriatic acid etcher to achieve a textured profile. a cleaner to remove loose aggregate and debris. Ferrous Metal: The oil film on new non-ferrous metal must be removed before it is painted. Remove oil film with a detergent and water solution. For better paint adhesion, sand the surface with sandpaper, steel wool, or by using a product such as a muriatic acid etcher to achieve a textured profile. New Surfaces: Wipe down dean metal surfaces prior to painting with a vinegar solution, one part vinegar to five parts water (1:5), Bare metal must be primed the same day it is cleaned. Metal: Remove all rust and mill scale using sandpaper, steel wool, abrasive blasting, or other abrading methods to create a profile on the metal's surface. Clean the metal by scrubbing the surface with a detergent and water solution, followed by a thorough rinsing with clean water. Bare metal must be coated the same day it is cleaned. WARNING! If you scrape, sand or remove old paint, you may release lead dust. LEAD IS TOXIC. Contact the National Lead Information Center at 1-800-424-LEAD or visit www.epa.gov/lead. 0 II be S Fo u Us o00 ELASTOMERIC 414 MASONRY, STUCCO & SPCA PAINT COMPLIES WITH THE BROW AS OF 9/1/2015 SCAQMD YES LADCO YES CARB YES AIM YES OK YES LEED v.3 (2009)t YES RECOMMENDED PRIMER/SYSTEMS: PROPERLY PREPARED NEW SURFACES: Masonry: • BEHR PREMIUM PLUS® Exterior Water -Based Primer & Sealer No.436 Masonry with pH Levels up to 13.0: • BEHR PREMIUM PLUS Exterior Water -Based Primer & Sealer No. 436 • KILZ KLEAR0Interior/Exterior Water -Based Primer New Surfaces: • All surfaces must be clean, free of dust, chalk, oil, grease, wax, polish, mold and mildew stains, loose and peeling paint, rust and all other foreign substances. PREVIOUSLY PAINTED SURFACES: • Use a full coat or spot prime with BEHR PREMIUM PLUS® Exterior Water -Based Primer & Sealer No. 436 on properly prepared surfaces. TEST SPECIFICATIONS: Scrubbabilily: ASTM D2486, Scrub > 500 Accelerated Weathering: ASTM D4587,1000 hrs, exposure;r w P OF TUKWILA JAN 03 2019 Resistance Wind D ASTM D6904/TT-C 55 Flexibility: ASTM D522, method B - Pass Biological Growth: ASTM D3273 (4 wee CENTER Tensile Strength, Elongation and Recovery: ASTM D2370, Elongation > 600% ASTM D2370. Tensile Strength >200 psi Low Temperature Flexibility: ASTM D1737— Pass This information is provided "as is" and no representations or warranties, either expressed or implied, of merchantability, fitness for a particular purpose or of any other nature are made with respect to this information or to any product referred to in this information. For SDS or to consult with a Behr Certified Coatings Professional, call 1-800-854-0133 Ext, 2 (U.S.A. only). ©2015 Behr Process Corporation Santa Ana, CA 92704 U.S.A. Mira Revised 11/2015 TECHNICAL DATA SHEET BEHRtr, PREMIUM SPECIALTY COATINGS EXTERIOR ELASTOMERIC MASONRY, STUCCO & BRICK PAINT NO. 68 WHITE Resistance Wind Driven Rain: ASTM D6904/TT-C-555B - Pass ASTM D6904/TT-C-5556 - Pass: Apply 2 coats at min, 6,1 mils DFT for a min. 12.2 mils total system DFT. CLEANUP: Clean all tools and equipment with clean water. For disposal of empty containers and unused product, contact your household refuse collection service, CAUTIONS/LIMITATIONS: • Protect from freezing. • Do not use on garage floors and driveways, • For best results, apply at temperatures between 50°F - 90°F. Temperatures above 90°F may affect the application such as drying too fast. Avoid painting in direct sun. NOTE: If the surface is hot to the touch it should be considered too hot to apply this coating. • Avoid heavy traffic for 24 hours. • Allow four weeks before washing or cleaning for full cure. • Shelf life under normal conditions is two years unopened. GENERAL INFORMATION: Warning! Causes eye and skin irritation. Harmful if swallowed. Wear protective clothing, gloves, eye, and face protection. Do not eat, drink, or smoke when using this product. Take off contaminated clothing and wash it before reuse. Wash hands thoroughly after handling. Collectspill'age and avoid release to the environment. Dispose of unused, contents, container and other contaminated wastes in accordance with local, state, federal and provincial regulations. First aid: If in eyes: Rinse cautiously with water for several minutes and remove contacts if present and easy to do. Continue rinsing and get medical attention if eye irritation persists. If on skin: Wash with plenty of soap and water. If swallowed: Rinse mouth and get medical attention if you feel unwell. This information is provided "as is" and no representations or warranties, either expressed or implied, of merchantability, fitness for a particular purpose or of any other nature are made with respect to this information or to any product referred to in this information. For SOS or to consult with a Behr Certified Coatings Professional, call 1.800-B54-0133 Ext. 2 (U.S.A. only). V2015 Behr Process Corporation Santa Ana, CA 92704 U.S.A. PRODUCT DATA SHEET Sikacryl® Ready -Mix Concrete Patch ACRYLIC -BASED, TEXTURED CONCRETE PATCH FOR SPALLS/LARGE CRACKS PRODUCT DESCRIPTION Sikacryl® Ready -Mix Concrete Patch is an easy to use, ac- rylic -based, textured concrete patch for repairing spalls and cracks in concrete and masonry that cures to a tough and durable finish. USES CHARACTERISTICS / ADVANTAGES • For vertical and horizontal surfaces • Textured to blend with concrete • Easy water clean up • Good adhesion • Simple application • Won't shrink or crack Sikacryl® Ready -Mix Concrete Patch can be usec crete and masonry surfaces, such as: • Sidewalks • Steps • Balconies • Foundations • Patios, and more. PRODUCT INFORMATION on REVIElki-ED FOR CODE COLialANCE APPROVED FEB 15 2019 City of Tukwila BUILDING DIVISION F 1 FIECE/VED CITY OF TUKWILA JAN 03 2019 PERMIT CENTER Packaging 1 qt. (.94 L) plastic container, 12/case 1 gal. (3.8 L) plastic container, 2/case Appearance / Color Gray Shelf Life 12 months in original, unopened containers Storage Conditions Store away from extreme heat or cold. Store in original container between 40 to 90 °F (4 to 32 °C) APPLICATION INFORMATION Mixing Ratio None Coverage 1 quart cover approximately 20 sq. ft. at 1/32 in. (.8 mm.) 1 gallon covers approximately 80 sq. ft. at 1/32 in. (.8 mm.) Ambient Air Temperature 40 to 90 °F (4 to 32 °C) Product Data Sheet Sikacryl ° Ready -Mix Concrete Patch June 2018, Version 01.01 020405020060000005 19%- 0001 Initial Set Time 2 to 4 hours `CudnQTime Full Cure: Minimum oflday at 1/4in. (63mm)depth depending ontemper- ature APPLICATION INSTRUCTIONS SUBSTRATE QUALITY /PRE-TREATMENT Surface should beclean, sound, dry, and free from dirt and loose particles. For best results, use awire brush to clean off any loose particles urexcess dirt urdust, Area to be repaired should accept moisture penetration. Stir material thoroughly until auniform appearance and consistency isachieved prior touse. APPLICATION Use aputty knife cxtrowel toapply product Uzsurface. Ensure that enough product ispushed into crack orhole tnprovide coverage. Tool asrequired. Areas greater than l/4in. (63mm) deep will require two ormore ap' p|icatiuns.Forapp|}cadons0reaterthanl/4in.(6.3mm) depth, allow the material tndry between applications. Apply ata minimum thickness of1/32in. (8.8 mm).Al- low repainedareatodryandfuUycureforot/eastZ4 hours, depending ontemperature, humidity and depth of repair. CLEANING OF TOOLS Clean tools immediately after use with water. LIMITATIONS " Substrate must bedry prior 0oapplication (minimum 4Qh) ^ Check color before using, will not chan8eoncecured ^Protect from freezing ^Donot apply at temperatures below 4O^F(4`[) ^ Allow the material todry between applications ^ Cracks orspaUxdeeper than l/4in. (6.3mm)'will re- quire kwoormoreapp|icadons ^ Allow todry before subjected towater ^ Not recommended for areas exposed tnvehicular traffic ^Donot apply ifrain isinthe forecast ^Dunot apply over 2/4in. inone application BASIS OF PRODUCT DATA Results may differ based upon statistical variations de- pending upon mixing methods and equipment, temper- ature' application methods, test methods, actual site conditions and curing conditions. Product Data Sheet okaovrReady-Mix Concrete Patch June zvm.Version n,o, 020405020060000005 LOCAL RESTRICTIONS Prior toeach use ofany Sikaproduct, the user must al- ways readandfoUmwthewarnin@sandinstructinnsnn the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at' http://usasikazom/urbycalling Sika'sTechnical Ser- vice Departmentat8O8.933.745Znothingcontainedin any Sikamaterials relieves the user ufthe obligation to read and follow the warnings and instructions for each Sika product for each Sika product as set forth inthe cur- rent ProductDataSheet,product|abe|andSafetyData Sheet prior to product use. ECOLOGY, HEALTH AND SAFETY Keep container tightly closed. Keep out ofreach nfchil- dren, Not for internal consumption. For industrial use only. For professional use only. For further information and advice regarding transportation, handling, storage and disposal ofchemical products, users should refer to the actual Safety Data Sheets containing physical, eco|n' gica|' toxicological and other safety related data. Read the current actual Safety Data Sheet before using the product. |ncase ofemergency, call [MEK4TRECat1'8O0' 424'9300'\nternationa|703'527'3887. LEGAL NOTES Prior moeach use ufany Sikaproduct, the user must al- ways eadandfo|lowthevvarningpandin/trucLionson the product's most current Product Data Sheet, product label and Safety Data Sheet which are available online at http://usa.sikaznm/orbycalling 5ika'sTechnical Ser- vice Departmentat8OO'933'705Z.Nothingcuntainedin any 5ikamaterials relieves the usernfthe obligation to read and follow the warnings and instruction for each Sika product as set forth inthe current Product Data Sheet, product label and Safety Data Sheet prior to product use. 8KAwarrants this product for one year from date ufinstallation tobefree from manufacturing defects and tomeet the technical properties onthe cur- rent Product Data Sheet ifused asdirected within shelf life. User determines suitability ofproduct for intended use and assumes all risks. Buyer's sole remedy shall be limited tothe purchase price ovreplacement nfproduct exclusive oflabor orcost of labor. Noother warranties express orimplied shall apply including any warranty of merchantability orfitness for aparticular purpose. Sika shall not beliable under any legal theory for special or consequential damages. Sikashall not beresponsible for the use cfthis product inamanner toinfringe onany patent orany other intellectual property rights held by others. Sale ofSikaproducts are subject to5ika'sterms andcnndidonsofsa|eavai|ab|eathttp:/yusa.sika.com/ or by calling 201-933-8800. Sika Corporation 201 Polito Avenue Lyndhurst, NJ 07071 Phone: 800-933-7452 Fax: 201-933-6225 Product Data Sheet Sikacryl® Ready -Mix Concrete Patch June 2018, Version 01.01 020405020060000005 Sika Canada Inc. 601 Delmar Avenue Pointe Claire Quebec H9R 4A9 Phone: 514-697-2610 Fax: 514-694-2792 Sika Mexicana S.A. de C.V. Carretera Libre Celaya Km. 8.5 Fracc. Industrial Balvanera Corregidora, Queretaro C.P. 76920 Phone: 52 442 2385800 Fax: 52 442 2250537 Si kacryl Ready-M ixConcretePatch-en-US-(06-2018)-1-1. pdf Iq 0 City of Tukwila Department of Community Development January 10, 2019 DANIELLE MULKINS PO BOX 731113 PUYALLUP, WA 98373 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0001 GRAINGER - 6725 TODD BLVD Dear DANIELLE MULKINS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at 206-431-3656 if you have questions regarding these comments. • Corrections required. 1. Provide Wet Sealed plans and Structural Engineering for steel canopy. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D19-0001 cnn . T,,!,w In Wnchinotnn OR/RR • Phnne 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0001 DATE: 2/13/19 PROJECT NAME: GRAINGER SITE ADDRESS: 6725 TODD BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: uilding Division Public Works PRELIMINARY REVIEW: Not Applicable (no approval/review required) Fire Prevention Structural Planning Division Permit Coordinator DATE: 2/14/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 3/14/19 E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MA ED: Departments issued corrections: Bldg El Fire LJ Ping LJ PW LJ Staff lnitials: 12/18/2013 ciDERMIT COORD COPY lo PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0001 PROJECT NAME: GRAINGER SITE ADDRESS: 6725 TODD BLVD X Original Plan Submittal DATE: 01/03/19 Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: COWR Building Division Wc Works A-14\ Al° 1-9-1, oh pry qf Fire Prevention Planning Division Structural n Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Denied Corrections Required (corrections entered in Reviews) (ie: Zoning Issues) DATE: 01/08/19 Structural Review Required n DUE DATE: 02/05/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: HO I 1 Departments issued corrections: Bldg Fire 0 Ping D PW D Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 - 1 D nn n Plan Check/Permit Number: , Response to Incomplete Letter Ei Response to Correction Letter # 111 Revision # after Permit is Issued [1] Revision requested by a City Building Inspector or Plans Examiner E Deferred Submittal # Project Name: Click neker Project Address: 'Vbd a 6 NJ- - Contact Person:an Hk.Ak Phone Number: 2.53 - 59C) Summary of Revision: e..c)\e 6 p 10‘,1-1 c C \A rct -FD s-k-Q e, CCrmo RECEIVED FEB 1 3 2019 PERMIT CENTEP Sheet Number(s): "Cloud" or highlight all areas of revision includi d te rev' io r o jt Received at the City of Tukwila Permit Center by: E Entered in TRAKiT on WAPerrnit Center\Templates\Forms\Revision Submittal Fortn.doc Revised: August 2015 0 Home 1,:Tanol Contact. Safety & Health Claims & Insurance Washington State Department of Labor & industries 'Search L&I A-% Index Help My t..&.1. Workplace Righs Trades & Licensing FRANKLIN ROOFING ENTRPRSES INC Owner or tradesperson Principals FRANKLIN, MITCHELL RAY, PRESIDENT FRANKLIN, JENNY LEE, SECRETARY PETERSON, CARL R, AGENT Doing business as FRANKLIN ROOFING ENTRPRSES INC WA UBI No. 602 168 473 PO BOX 731113 PUYALLUP, WA 98373 253-770-5950 PIERCE County Business type Corporation Governing persons JENNEY L FRANKLIN MIRCHELL R FRANKLIN; License Verity the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties ROOFING License no. FRANKRE987C8 Effective — expiration 06/12/2002— 06/12/2020 Bond GREAT AMER INS CO OF NY Bond account no. 7902865312 $6,000.00 Received by L&I Effective date 03/03/2003 03/11/2003 Expiration date Until Canceled Insurance Valley Forge Ins Co Policy no. 6071885964 $1,000,000 00 Received by L&I Effective date 05/30/2018 06/01/2018 Expiration date 06/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve Lawsuits against the bond or savings No lawsuits against the bond or savings acCbm.ts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violatlons during the previous 6 year period. Workers' comp A1111111110 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 880,640-01 Doing business as FRANKLIN ROOFING ENTERPRISES Estimated workers reported Quarter 4 of Year 2018 "31 to 60 Workers" L&I account contact T4 / TERRI MADISON (360)902-4654 - Email: KIRT235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/11/2018 Inspection no. 317948961 Location 505 Washington Ave Kent, WA 98032 Inspection results date 03/26/2014 Inspection no. 316969450 Location 6006 South 228th ST. Kent, WA 98032 Inspection results date 11/21/2013 Inspection no. 316891597 Location 5306 Pacific Highway E. Fife, WA 98424 Violations No violations Violations Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve