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Home My WebLink AboutPermit Building 2008-4-24 CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00579 ISSUED: 04/24/2008 APPLIED: 04/24/2008 EXPIRES: 10/24/2008 VALUE: $ 85,470.00 Status Issued 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line SITE ADDRESS: 10130TH ST ASSESSOR'S PARCEL NO.: 1702310005100 Springfield TYPE OF WORK: ReRoof PROJECT DESCRIPTION: Reroof TYPE OF USE: Repair Commercial Owner: GOODWILL IND OF LANE COUNTY Address: 855 SENECA RD EUGENE OR 97402 I CONTRACTOR INFORMATION' Contractor Type General Contractor UMPQUA ROOFING CO INC License 51465 BUILDING INFORMATION I # of Units: # of Stories: Primary Occupancy Group: Height of Structure Se~ondary Occupa?cy Group: A'f1 t:'!\rnON' oreC1(frJ?Tih~&ires you to Pnmary Constructto? Type f __ ;;.- 1'1 rules adopt&Pey t~egon Utility Secondary ConstructIOn Type: ~J(;tlflcatlon Center. Rrl~efrUP~s are set forth # of Bedrooms: in 01>.[1 952-001-00'fulM~VAR 952-001- 0080, You may obt~iJ!lfmJfjtl9sI8fif~i!Il\:Jles by n/a .:..:.ll:,1,9 :1-,,:, ~,:,;,:,:,;. n :J..... Lh... l..L.A....".,. number fcfr ltEl~iMiiMf~N~~iION , Cemer 'is""r-mJu-a32- ~ Overlay Dist: # Street Trees Rqd: Paved Drive Rqd: % of Lot Coverage: Frontyard Setback: Side 1 Setback: Side 2 Setback: Rearyard Setback: Solar Setbacks: I PUBLIC IMPROVEMENTS' Street Improvements: Storm Sewer Available: Special Instruction: Expiration Date 10/0612008 Phone 541-302-6850 Lot Size: Sq Ft 1st Floor: Sq Ft 2nd Floor: Sq Ft Basement: Sq Ft Garage/Carport Sq Ft Other: Occupant Load: REQUIRED PARKING Total: Handicapped: Compact: Sidewalk Type: Downspouts/Drains: NOTICE: THIS PERMIT SHAll EXPIRE IF THE WORK AUTHORIZED UNDER THIS PERMIT IS NOT COMME1~e;i:ti Of; 10 M3f..rw' UK ANY 181 . ~cri tion Notes: Description $ Per Sq Ft or multiplier Square Footage or Bid Amount Type of Construction Pal!e 1 of 2 Value Date Calculated Status Issued CITY OF SPRINGFIELD Building/Combination Permit PERMIT NO: COM2008-00579 ISSUED: 04/24/2008 APPLIED: 04/24/2008 EXPIRES: 10/24/2008 VALUE: $ 85,470.00 225 Fifth Street, Springfield, OR 541-726-3753 Phone 541-726-3676 Fax 541-726-3769 Inspection Line Estimate Estimate $1.00 85,470.00 $85,470.00 $85,470.00 04/24/2008 Total Value of Project Fees Paid I Fee Description + 10% Administrative Fee + 12% State Surcharge + 5% Technology Fee Building Permit Amount Paid Date Paid Receipt Number $56.28 $67.53 $28.14 $562.78 4/24/08 4/24/08 4/24/08 4/24/08 2200800000000000517 2200800000000000517 2200800000000000517 2200800000000000517 Total Amount Paid $714.73 I Plan Reviews I To Request an inspection call the 24 hour recording at 726-3769. All inspections requested before 7:00 a.m. will be made the same working day, inspections requested after 7:00 a.m. will be made the following work day. I Reouired Insoections . Roofing: Prior to installing any roof covering. By signature, I state and agree, that I have carefully examined the completed application and do hereby certify that all information hereon is true and correct, and I further certify that any and all work performed shall be done in accordance with the Ordinances of the City of Springfield and the Laws of the State of Oregon pertaining to the work described herein, and that NO OCCUPANCY will be made of any structure without permission of the Community Services Division, Building Safety. I further certify that only contractors and employees who are in compliance with ORS 701.005 will be used on this project. I furt~a!}r.ee...to ensure that all required inspections are requested at the proper time, that each address is readable from the st~~~hat the p~mit card is located at the front of the property, and the approved set of plans will remain on the site at all Ii ~~'t'!~~ ~ I 2.<{ .. () ~ Owner or Contractors Signature Date ( Pal!e 2 of 2 225 Fifth Str-eet Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number COM2008-00579 COM2008-00579 COM2008-00579 COM2008-00579 Payments: Type of Payment Check cRecemtl RECEIPT #: DescriptIOn BUild 109 PermIt + 5% Technology Fee + 12% State Surcharge + 10% AdmlOlstratlve Fee Paid By UMPQUA ROOFING CO City of Springfield Official Receipt Development Services Department Public Works Department 2200800000000000517 Date: 04/24/2008 Item Total: Check Number AuthorIzatIOn ReceIVed By Batch Number Number How ReceIVed dJb 77686 In Person Payment Total: Page 1 of 1 2:12:02PM Amount Due 562 78 28 14 6753 5628 $714.73 Amount Paid $714 73 $714.73 4/24/2008 04/24/2008 11 13 FAX 5413028844 UMPQUA-ROOFING ~ 002/008 , ~ UMPQUA Roofing Compatty, me. 1010 S. Danebo Avenue Po. Box 22424 Eugene, Oregon 97402.0418 PH 641/302.6850 Fax 641/802.6844 cee 51465 QUOTE No. of Pages Including Cover Page 1 Date 4/24/2008 PROJECT: Bid Date: Attn; Addendum Quote: Alternates: Includes: Springfield Dept. of Human Svc. Bldg. 1/17/2008 Jim Nelson 101 30TH AVE. SPRINGFIELD. OR 974' none $85,470.00 none 1. Install 3" EPS flute filler (R-15). 2. Mechanically attach 1/2" perlite over EPS. 3. Mechanically attach .OeOm!. TPO membrane. 4. Install new clad metal at all perimeters. 5. Install tapered Insulation crickets behind HVAC units. 6. Apply cut-edge sealant to all non-factory edges. 7. Heat weld all seams and "probe" to ensure a tight weld. Excludes: Several of the units will need to be raised by HVAC unit to meet minimum height requirement. Sender: Ryan Witt If you have any qUBstions, pleasB call or fax our Eugene office at Ph: 541/302.6850 Fax: 5411302.6844 04/24/2008 11 14 FAX 5413026844 UMPQUA-ROOFING ~ 004/006 TECHNICAL DATA BULLETIN CARLISLE SYNTEC INCORPORATED CARLISLE SURE-SEAL@ 45- and 60-mil STANDARD & FR EPDM MEMBRANES GENERAL: Sure-Seal 45-mil thick and 60-mil thick (1.14 and 1.52 mm) roofing membranes are factory fabricated, Ethylene Propylene Diene Terpolymer (EPDM) based elastomeric homogenous roof coverings which may be used for new single-ply roof l;onstruction and reroofing applications. Membranes are available in widths up to SO' (15 m) and lengths up to 200' (61 m). Custom dimensions are also available. Fire Retardant (FR) membranes are specially formulated to inhibit spread of flame and meet or exceed code body testing criteria for fire retardant roofing membranes. TYPICAL PROPERTIES AND CHARACTERISTICS: See Table On Reverse Side CAUTIONS AND WARNINGS: Use proper stacking procedures to ensure sufficient stability of the materials. Exercise caution when walking on wet membrane. Membranes are slippery when wet. INSTALLATION: Sure-Seal 45-mil thick and 60-mil thick (1.14 or 1.52 mm) membranes are utilized in Design A, Fully-Adhered (.060" only); Design B. Ballasted Roofing Systems and Design C, Loose Laid Protected Roofing Systems. For Design A, FullY.Adhered Roofing SyoltL......: Insulation is mechanically attached to the roof deck. The substrate and membrane are coated with Carlisle Bonding Adhesive. The rnembrane is then rolled into place and brushed down. Splicing Cement and In-Seam Sea1ant™ are applied to the splice area and Lap Sealant is used on the splice edge. As an alternate, HP-2S0 or LV-600 Primer and SecurTAPETM may be used for splicing. For Design B, Ballasted Roofing System: Insulation is Ioose~laid over roof deck. Membrane is loose-laid over insulation and secured with a minimum 10 Ibs. (4.5 Kg) of ballast per square foot. Design Cis a similar system with the insulation installed on top of the membrane. Splicing Cement and In..Seam Sealant™ are applied to the splice area and Lap Sealant is used on the splice edge. As an alternate, HP-2S0 or LV -600 I'rimer and SecurT APETM may be used for splicing. j CONSULT CARLISLE SPECIFICATIONS FOR COMPLETE INSTALLATION INFORMATION. 04/24/2008 11 14 FAX 5413028844 UMPQUA-ROOFINI3 It! 005/008 - __.~~re-~~!I: 45- and 60-mil EPDM ....... --..".-. ..._._-,.."...'~., II.'; II TYPICAL PROPERTIES AND CHARACTERISTICS I u -1jBic;al - -- A/SlM . 4~ .UlIU Physical Property Test Method SPEC.(Pass) Standard FR Tolerance On Nominal Thickness. % ASTM D 412 :;1;10 :10 ..l:10 Weight, Ibm/:tt2 (kglm~) .045 0.26 (1.3) 0.26 (1.3) .060 0.35 (l. 7) 0.35 (1.7) Tensile Stren~th. min. psi (MPB) ASTM D 412 1305 (9) 155000.7) IS50 00.7) Elonl'lalion, Ultimate. min. % ASTM D 412 300 480 ..s0 Tcll1' Strength, min, Ibt7in (kN/m) ASTM D 624 ISO (26.3) 200(35.0) 200(35.0) (Die C) Factory Seam Strength, min. Modified Membrane Membrane Membrane ASTM D 816 Rupture RUDturc .RLI~turc Resistance to Heat Aging. ASTM D 573 Properties after 4 weeks @ 240"F (l16OC) Tensile Strength, min, psi (MPa) ASTM D 412 1205 (8.3) 1500 (10.3) ISO{) (10.3) Elongation, Ultimate, min, % ASTM D 412 200 22S 225 Tear Strength. min, Ibf/in (kN/m) .ASTM D 624 125 (21.9) 215(37.6) 215 (37.6) Linear Oimensional Chanl!.e. max. % ASTM D 1204 =1.0 -0.4 -0.4 Ozone Resistancc. ASTM D 1149 No Cracks No Cra,ks No Cracks Condition after exposure to 100 pphm Ozone in air for 168 houl"J @ 104"F (40oC) Specimen is at 50% strain Brittleness Temp., max. de~. F (de~. C)oi ASTM D 746 -49 (~4S) -67 (-S5) -67 (-55) Resistance to Water Absorption'" ASTM D 471 After 7 days immersion @ 158"F (700C) Chanl'lc in mus. max, % +8. -2 +2.0 +2.0 Water Vapor Pcnneancc- ASTM E 96 0.10 0.05 0.05 max. perms (Proc. B or B W) Resistance to Outdoor (Ultraviolet) Weathering'" ASTM G 155 Xenon-All:, 7560 kJ/m2 total radiant exposure at 0.70 W/m2 irradiance. 800C black Danel tern,. l-Not a Quality Control Test due to the time requited for the test or the complexity of the t~st. However, all tests are roo on a statistical basis to ensure overall long-term performance of the sheeting. No Cracks No Crazing No Cracks No Crazing No Cracks No Crazing .j Carlisle, Sure-Seal, SecurTAPE and In-Seam Sealant are trademarks of Carlisle SynTec Incorporated. <C2004 Carlisle SynTcc Incorporated 04/04 04/24/2008 11 14 FAX 5413026844 UMPQUA-ROOFING ItJ 006/006 ~ ' ~ TECHNICAL DATA BULLETIN CARLISLE SYNTEC INCORPORATED CARLISLE SURE-SEAL@ HP RECOVERY BOARD GENERAL: Carlisle lIP Recovery Board is a rigid insulating and recovery board. It is available in either 1/2 inch (13 mm) or 1 inch (25 mm) thickness. This dimensionally ,table. durable insulation is compatible with aU Carlisle Single-Ply Roofing Systems. It can be used as a separator layer over an existing roof system 01' as an insulation overlayment. Carlisle lIP Recovery Board is UL and FM approved as a system component in certain Carlisle rooting assemblies. Please review the current Carlisle Design and Applicatioq Specifications for the appropriate use under a Carlisle Roofing System. TYPICAL PROPERTIES AND CHARA\.. .l1!..RISTICS: Property I Linear Expansion (%, maL) Ten9i1e Strength Parallel (psi, min.) Perpendicular (psf, min.) Thermal Conductivity K Factor R Value Transverse Strength C 209 Either Direction Ubf. min.) 12 24 I W~ter AbsorDtion (% volume. max.) C 209 7.0 7.0 I Weieht fib/ tr) I 0.65 I 1.2 Carlisle HP Recovery Board meets or exceeds ASTM C 208 for Grade 2 Roof Insulation Board. ASTM Test Method C209 C209 Thic:kn~ I Value 1/1 Inch Thic:kness Ilnc:h Thickness O.S 0.5 ISO 600 ISO 600 CSl8 0.4 1.25 0.4 2.50 CAUTIONS AND WARNINGS: Material should be stored in a dry area. - Do not install more UP Recovery Board than can be covered by membrane during the same day. INSTALLATION: Sure-Seal HP Recovery Board must be installed with the coated side up. - All insulation boards must be butted together with no gaps greater than 1/4" (6 mm). Gaps greater than 1/4" (6 mm) must be tilled with the same material. Carlisle and Sure-Seal are trademarks oCThe Carlisle Corporation. @2004 Carlisle Corporation 2/04