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HomeMy WebLinkAboutCOM2006-00126 Reroof - COM Permit / Conditions - 10/20/2006 0 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Phone: (360)427-9670,ext.352 4 Shelton,WA 98584 COMMERCIAL BUILDING PERMIT COM2006-00126 OWNER: SHELTON DANCE CENTER RECEIVED: 10/20/200E CONTRACTOR: THE ROOF DOCTOR (360)427-8611 LICENSE: ROOFDI'168N8 EXP: 5/1/2007 ISSUED: 10/20/200E SITE ADDRESS: 1221 E SHELTON SPRINGS RD SHELTON EXPIRES: 4/20/2007 PARCEL NUMBER: 420122190210 LEGAL DESCRIPTION: TR 21 OF NE NW TR 4 OF SP#1403 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REROOF HWY 101 N TO SHELTON SPRINGS RD, RIGHT ON SHELTON SPRINGS TO ADDRESS. General Information Construction &Occupancy Information Type of Use: Insp.Area: No.of Units: Type of Constr.: No. of Bathrooms: Occ. Group: Type Work: RRF Fire Dist.: 11 No.of Stories: Occ. Load: Valuation: Building Height: Pre-Manufactured Unit Information Square Footage Information Make: Length: Lot Size: Model: Width: Building: Year: Serial No.: Basement: Parking Spaces: Setback Information Shoreline& Planning Information Front: Ft. Shoreline: Ft. Rear: Ft. Slope: Ft. Water Body: Shoreline Desig.: Side 1: Ft. SEPA?: Comp.Plan Desig.: Side 2: Ft. Fire Protection System Information Auto Fire Alarm System?: Emergency Key Box?: Standpipe?: Auto Fire Sprinkler System?: Access Road?: Fire Extinguishers?: Fixed Fire Suppression System?: Fire Hydrants?: Fire Lanes?: Please refer to the following pages for conditions of this permit. COM2006-00126 1 of 4 Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Building State Fee KIC 1n/9nignn %a c;n q»nnrnn Re-Roof Fee KC 1 n/gn/,)nn Q199 rn C1 gnnrnn Total $127.00 CASE NOTES FOR COM2006-00126 CONDITIONS FOR COM2006-00126 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There ar potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800 -0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 'A 2) PURSUANT TO INTERNATIONAL CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE INTERNATIONAL CODE WILL BE ASSESSED IF OW R/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X 3) ENCLOSED ROOF SYSTEMS THAT ARE EXPOSED TO THE SHEATHING SHALL BE INSULATED TO A MINIMUM R-30 AND INSPECTED PRIOR TO COVER. X 4) SINGLE RAFTER JOIST ROOF REPLACEMENT SHALL BE INSULATED TO tINIMUM OF R-30 ALLOWING FOR A MINIMUM OF ONE INCH CONTINUOUS VENTED AIRSPACE ABOVE THE LEVEL OF INSULATION. Xti 5) Per 2003 IRC - SECTION 1609 -WIND LOADS - 1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the minimum wi d loads prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609 BAST INQ SPEED (3-SECOND GUST)the wind speed for Mason County is 85 MPH. X 6) Per 2003 IRC - SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in ��ordance with the applicable provisions of this section and the manufacturer's installation instructions. X ni--)a2_1 7) A Class "A" ro ssembly shall be installed and verified by manufacturer specifications during the inspection of this project. X a COM2006-00126 2 of 4 8) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at anytime after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described Property and structure for eview and inspection. OWNER OR AGENT: DATE: COM2006-00126 3 of 4 'Q6 NTY PERMIT N 1.- �.� MASON COU l �o BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORNJATION Owner " Company Name C Mailin Address Mailin Address City State t.,NR ip Code City 'N State l Ny?-% Zip Code Phone jou—y21-n9,51 Other Ph3)60 ?-L- 550 Phone - - Other Ph. Lien/Title Holder Contractor Reg. # ni*I&A 0Y Exp. 5-1 -n9 E mail address E Mail Address Drivers Lic. # DOB Drivers Lic.# DOB SEPTIC /WATER SYSTEM INFORMATI - Con t to New Septic Existing Septic Connect to Water System Name of r ys Well Sewer System Name o Sew r ste PARCEL INFOR - 12 D'gi P r elfyo. Fire District Legal Description Jv Site Address (Please include streeYname, street number and city) Directions to site - Will timber be cut and sold in parcel preparation?Yes No Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?YesfNC j TYPE OF JOB - New Add Alt Repairer Other PRI QR RESI NCE ['SEAS ONAL ❑ Use of Building�I ftkn 1 Describe Work - } No. of Bedrooms No. of Bathrooms �q=areootage- 1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck.. Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFOR TION - Make Model —year Length Width Se o. No. of Bedroo�Unit?? No. of Bathrooms Type of Heat Purchase Price$ Replae es/ No Installer Name Cert!fication No. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS APROGRESS IN PECTION.INACTIVITYOF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X ' Date: Owner/Owners Represent tive/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Buildin Department Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee PlanningReview Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES OD I nG KuUl- UUC;I UR INC. JOB WORKSHEET PROJECT MANAGER_ 2 L-, DATE OFFICE PHONE: 360-943-4232 JOB NAME �'O ��`l PITCH S� / 12 STORIES / ADDRESS 2 /P / ?i / toOFF( 2 G2 NS r�h< LAYERS 3 2 3 4 # OF SQ. C�iT CITY 56e //l WA TYPE OFF TYPE ON t LOCATION SAFETY ROOF SKETCH QUANT MATERIALS LOADED USED CREW, HOURS DAY 1 TDAY 2 DAY 3 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 . 12, DUMP FEES RENTAL FEES MILES TO JOB AND BACK TO SHOP 1 1• TRUCKS X TRIPS = 2. 2. MAP ON BACK JOB WORKSHEET goK ooa ' MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg. III, 426 West Cedar Street PO Box 186, Shelton, WA 98584 18 www.co.mason.wa.us (360)427-9670 ext.352 Belfair(360)275-4467 Elma(360)482-5269 IN Roofing Sq ft area y 2©o Type of Roofing to be Applied Wh Ic,-r Cr_ S`d Number of existing layers�_ Roof Pitch: /Z Tear off.• Yes No ' Use of building DQ.► \CJP 14av� Construction Type: 1 4012 RoofinL-Classification ne classification (wood,steel frame,mason (A,B or C) Include manufacture specifications verifing materials meet roofing classification. B&C roofing classifications require site plan drawn to scale. Will insulation be installed?_Yes 4No Existing Insulation, describe : ? � 6UJ r-\ Xa V\ Existing roofs shall be insulated to the requirements of R-30 if: a.The roof is uninsulated or insulation is removed to the level of the sheathing or b.All insulation in the roof/ceilingwas previously installed exterior to the sheathing or nonexistent. Roof ventilation, describe : AP l-O i _e Roof deck& insul,ation'InSpEction rcqutred bcforc Heys roofing materials can he applied �. �. T� a. ..a... Name of Business: h2 ��'0 Y\ I,__)0'V\1 C-e yy�Le r Subject Property Address: ZZ r, S1,e 146r) Spy'I n G S Assessors parcel number(s): "M0 2-Z- t 2 0 (Address and parcel number required for all applications) Applicant- GAF JO 6 � T>0 CTD C G Mailing address: F6 'RO K 99 1 City: SLreZ14M State: 0J A- Zip: Phone ( 60 FAX (36 0 ) LfZs;-'71 E-Mail: 54446y\ P-06Cn6C,Q ewl_517he,7' Expedited permits may be obtained for class A roofing Applicant: Date: LQ 7 e I hereby authorize Mason County re resentative(s)to inspect my property Monday-Friday between t e hours of 8 a.m. and 5 p.m. during this permit application process for purposes of verifying site conditions. ARC 11/30/05 H drive comm.Re-roof doc MASON COUNTY _ DEPARTMENT OF COMMUNITY(-DEVELOPMENT Permit Processing/Inspections/Addressing Mason County Bldg.III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 (360) 427-9670 Belfair(360) 275-4467 Elma (360) 482-5269 Seattle (206) 464-6968 NON S TRUCFURAL RE-ROOF APPLICATION C omty r( ( ah --- Roof Slope: I �- Old Roof Material: (7. CM�j i oc, I aa_N New Roofing Material: CL-h o Sheathing: Underla)ment: i { Existing Insulation: New Insulation: T Roof Slope:IRC section R904.1 Roof slope must be indicated to ensure selected roof covering is allowed on designed pitch. Roof Covering :IRC section R905 Selected roof coveting must be installed in accordance with manufacturer's specifications and IRC requirements. Insulation:WSEC 10L3.2.5 exception 2a &2b Existing roofs shall be insulated to the requirements of this Code if: a.The roof.is uninsulated or insulation is removed to the level of the sheathing or, b.All insulation in the roof/cel7ing was previously installed exterior to the sheathing or non-existent. Attic Ventilation:IRC section 806 Enclosed attic and rafter area shall be supplied with cross-ventiilation.The net area shall not be less than 1/150 of the area of the space to be ventilated.If 50% and not more than 80%of the ventilating area is provided from the upper portion of the space to be ventilated,then 1/300 is allowed. Applicant/Owner: HeoL �1r Contractor: � o r•r �- (1C. Parcel No: 320�y _33_ �c, Permit No. : ' Signature : Date : l0- l0o-0( ARC 10/19/04 re-roof appkatiomdoc. A I ' ' le, LEGACY REPORT ER-5300 ssued July 1, 2000 ®0®00000=000 O❑]®0=1F I Business/Regional office 0 5360 Workman Mill Road,Whittier,California 906010 (562)69940543 Regional Office 0 900 Montclair Road,Suite A,Birmingham,Alabama 35213 0 (205)599.9800 www.iCC-eS.org Regional Office 0 4051 west Flossmoor Road,Country Club Hills,Illinois 60478 0(708)799-2305 Legacy report on the 1997 Uniform Building Code TM DIVISION:07—THERMAL AND MOISTURE PROTECTION 40 inches (1016 mm) long, and weigh approximately 275 Section:07310—Shingles pounds per 100 square feet (13.4 kg/m2) when installed in accordance with this report. MALARKEY ASPHALT SHINGLES 2.2.5 #204-Dura-Seal 25:The#204-Dura-Seal 25 shingles HERBERT MALARKEY ROOFING COMPANY are metric-sized, three-tab shingles. The shingles are 13'/, inches(336 mm)wide and 39/e inches(1000 mm)long,and 3131 NORTH COLUMBIA BLVD. weigh approximately 235 pounds per 100 square feet(11.5 PORTLAND,OREGON 97217 kg/m2)when installed in accordance with this report. 1.0 SUBJECT 2.2.6 Hip and Ridge Shingles:Hip and ridge shingles are the#230-Alaskan,#240-Hurricane and#204 Dura-Seal 25, Malarkey #230-Alaskan, #240-Hurricane, #272-Legacy-35 three-tab shingles, field-cut to 13'/4 inches by 131/e inches and#204 Dura-Seal 25 Asphalt Shingles. (336 mm by 333 mm).See Figure 14. 2.0 DESCRIPTION 2.2.7 Fasteners: Fasteners used to attach the shingles 2.1 General: must be No. 12 gage, minimum 1'/;inch--long (31.7 mm) galvanized roofing nails with /B inch-diameter (9.5 mm) The Malarkey #230-Alaskan, #240-Hurricane and #272- heads.Fastener lengths must be sufficient for the fastener to Legacy-35 shingles are styrene-butyl-styrene(SBS)rubber- penetrate 3/4 inch(19.1 mm)into the sheathing,or through the modified asphalt shingles used as roof coverings.The#204 sheathing,whichever is less. Dura-Seal 25 shingle is an asphalt shingle used as a roof 2 2 8 Underlayment:Roof underlayment must comply with covering. The roof coverings have a Class A roofing the code. classification when installed as described in this report. 2.2 Materials: 2.2.9 Plastic Roof Cement and Asphalt Plastic Cement: Plastic roof cement and asphalt plastic cement must comply 2.2.1 General: The #230-Alaskan, #240-Hurricane and with ASTM D 4586 Type 1. #272-Legacy-35 shingles are composed of SBS rubber- 2.3 Installation—New Construction: modified asphalt coating and fire-retardant fillers on a Malarkey polyglass-fiber mat. The #204 Dura-Seal 25 2.3.1 General: When installed on new construction in shingles consist of an asphalt-coated fiberglass mat and fire- accordance with this section,the shingles are a Class A roof retardant fillers.All shingles have a mineral-granule surfacing covering.The shingles must be installed in accordance with on the weather side of the shingles, and sand surfacing on Table 15-B-1 of the code,except as noted in this report.See the unexposed side.The shingles are self-sealing, having a Figures 1 through 6 for typical installation details. factory-applied self-sealing adhesive strip that is 5/0 inch(15.9 mm)wide and located approximately 6'/, inches (159 mm) �SThe roof deck must be either code-complying, minimum above the shingle butt on the unexposed side of the shingle. and-groove, solid-sawn mm)plywood,or nominal , ins,installed i- and-groove, solid-sawn lumber sheathing, installed in 2.2.2 #230-Alaskan Shingles:The#230-Alaskan shingles accordance with the code. are metric-sized, three-tab shingles. The shingles are 13'/, inches(336 mm)wide and 393/e inches(1000 mm)long,and 2.3.2 Shingle Application:The shingles are installed with weigh approximately 235 pounds per 100 square feet(11.5 the vertical joints of each course shingles offset 5/e inches kg/m2)when installed in accordance with this report. (143 mm)from the preceding course, rse, and with a maximum exposure to the weather of 5/e inches(143 mm). 2.2.3 #240-Hurricane Shingles: The #240-Hurricane In colder climates or wind regions,where it is questionable shingles are similar to the#230-Alaskan shingles described whether the sealant strip will activate and seal the shingles, in Section 2.2.2, except the mineral granule surfacing of the the shingles must be hand-sealed. For three-tab shingles, #240-Hurricane shingles includes proprietary mineral hand-sealing consists of placing two spots of plastic roof granules identified as 3M Algae Block Copper Roofing cement, approximately'/2 inch(12.7 mm)in diameter, under Granule System. each tab, near the lower corners. Hand-sealing of the 2.2.4 #272-Legacy-35: The #272-Legacy-35 shingles are laminated shingles consists of applying four quarter-sized laminated shingles that are 13'/,inches(336 mm)wide and spots of plastic roof cement to the back of the shingle,placed ICC-ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as to Z�' anyfinding or other matter in this report,or as to any product covered by the report. �` 1 Copyright®2006 Page 1 of 10 i Page 2 of 10 ER-5300 1 inc¢and 13 inches(25 mm and 330 mm)in from each side, 2.5 Identification: arM i inch(25.4 mm)up from the bottom of the shingle.See Each bundle of shingles bears a label with the name and Figure 7. address of the Herbert Malarkey Roofing Company, the 2.3.3 Shingle Fastening: For roof slopes of 2:12 to 12:12, product name, installation instructions,the evaluation report each shingle is fastened to the roof deck using four fasteners, number (ICBO ES ER-5300), and the name of the quality located as shown in Figures 8 and 10. For roof slopes control agency(Intertek Testing Services NA Inc./Warnock exceeding 12:12, the shingles must be hand-sealed in Hersey International). accordance with Section 2.3.2, and six fasteners are used, 3.0 EVIDENCE SUBMITTED with the fasteners located as shown in Figures 9 and 11. 2.3.4 Valley Construction: Roof valleys are flashed in Data in accordance with ASTM D 3462-97 and with the ICBO accordance with Section 1508.2 of the code.See Figures 12 ES Acceptance Criteria for Roofing Systems with Asphalt and 13 for typical installation details. Shingles Made with Glass Felt(AC127),dated July 1999;and a quality control manual. 2.3.5 Hip and Ridge Application: The hip and ridge 4.0 FINDINGS shingles must be centered over hips and ridges,and must be fastened to the roof deck using two fasteners,one located on That the Malarkey asphalt shingle roofing systems either side of the hip or ridge, 61/2 inches(165 mm)from the described in this report comply with the 1997 Uniform exposed end and 1 inch(25.4 mm)up from the shingle edge. Building CodeTM,subject to the following conditions: Hip and ridge shingles must be installed with a maximum 55/a inch (143 mm) exposure to the weather. See Figure 15 for 4.1 The shingles are manufactured, identified and details. installed in accordance with the code, this report 2.4 Installation—Reroofing: When the asphalt shingles and the manufacturer's instructions. described in this report are installed over existing Class A or 4.2 The shingles are installed in areas subject to a Class C asphalt shingle roofs in accordance with this section, maximum basic wind speed of 80 mph(129 km/h), the roofing assemblies have a Class A roof classification.The on structures a maximum of 40 feet(12192 mm)in existing asphalt roof shingle covering must be inspected in height, in Exposure B areas. accordance with Section 1515 of Appendix Chapter 15 of the UBC.Priorto reroofing,hip and ridge cover must be removed, 4.3 The products are manufactured in Portland,Oregon, and a single layer of minimum Type 30, nonperforated felt under a quality control program with inspections by underlayment must be installed over the existing asphalt Intertek Testing Services NA Inc./Warnock Hersey shingles. The shingles are installed in accordance with International(AA-647). Section 2.3 of this report. Fasteners must be of sufficient This report is subject to re-examination in one year. length to penetrate /, inch (19.1 mm)into the sheathing, or through the sheathing,whichever is less.Flashing and edging must comply with Section 1520 of Appendix Chapter 15 of the UBC and Section 2.3.4 of this report. Dock T Jc Dnp Ede 2-Wp lap 6'er,4 lap FIGURE 1—APPLICATION OF 1-PLY UNDERLAYMENT