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HomeMy WebLinkAboutBuilding Permit #61 - 2230 TURNPIKE STREET 7/25/2008Permit NO: Date Issued: BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received — K —6p / v-tt�eo �6.��VO TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential Ne Building pne fame Addition Two or more family Industrial A teration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic "Well Floodplain x ` - Wetlands Watershed "istrct :". DESCRIPTION OF WORK TO BE PREFORMED: ') Ckl V G 6-6CCL< IA tae -y ! V N a._t. C Fr -T( b 6 C -lx r ti eK 14-fientification Please Type or Print Clearly) OWNER: Name: f Y1k-A_ Phone: - Address: 223© v,Rr', l rp cfionlicense:-Exp., I; License. " ARCHITECT/ENGINEER Phone: 9 ate - ARCH ITECT/ENG I NEER te, Address: Reg. No. FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 20. 3t0 FEE: $ 3 Check No.: I • S' Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to fund Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales ' Private (septic tank, etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT COMMENTS )(CONSERVATION Reviewed o DATE REJECTED DATE APPROVED -7/7/oFS COMMENTS ��ywS2 CQ2.G 1Z- GUvQ 6v -el NO EALTH Reviewed on ��sf Signature fl, /-, COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Comments Comments Water & Sewer Connection/Signature & Date Driveway Permit DPW Town Engineer: Signature: Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions2A Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine Doc.Building Permit Revised 2008 P- r-- Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Perm it°Application ❑ Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit LI. Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 Location No. 4011/ - 7 6. 10.f - Date-,* Check # 21 355 TOWN OF NORTH ANDOVER Certificate of Occupancy $ B uildi ng/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Building Inspector SUBJECT INFORMATION MAP 108.C, LOT 61 THANIKKAL,ABOOBACKER 2230 TURNPIKE STREET NORTH ANDOVER, MA. 0184 DEED BK. 7828, PG. 21 AREA=1.49 D.O. S.=5/23/2003 MAP 1C LOT ZONING DISTRICT R2 PLOT PLAN OF LAND LOCATION 2230 TURNPIKE STREET, NORTH ANDOVER, MA. PREPARED FOR DAVE MERNIFIELD 1. NO FOUNDATION. 1 DDl1T1-10DTl VJ'YKTl1D 77 rorr/!`l�l.T!'�T TTT rnr.mn.rn TURNPIKE STREET (ROUTE 114) I declare that this plan and sun-ey was done in accordance with the Procedural and Technical Standards for the practice of Land Sun-eving in the Commonwealth of Massachusetts. THE OFFSETS SHOWN ARE FOR THE USE OF THE BUILDING INSPECTOR ONLY AND SUCH USE IS FOR THE DETERMINATION OF ZONING CONFORMITY OR NON -CONFORMITY WHEN CONSTRUCTED. THE LOCATION OF THE BUILDING AS SHOWN HEREON EITHER WAS IN COMPLIANCE WITH THE LOCAL ZONING BY LAW IN EFFECT WHEN CONSTRUCTED (WITH RESPECT TO SETBACK REQUIREMENTS ONLY) OR IS EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER MASS G.L. TITLE VII BUILDING CHAPTER 40A SECTION 7. \PLOT PL_AN.DRG S. GILES H tic. #417 108.0 :)T 1 O 1 W Mcis. E a H O i N C cm m a cm c m O C7 C O N m t O Z 0 O 0 W WE 2 Q C c o � m c � O �. 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SERIESIMODEL: SL510 PRODUCT: PVC Horizontal Sliding Window Reference should be made to ATI Report No. 61585.01-501-47 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Summary of Results Title Test S ecimen #1 Test Specimen #2 Rating HS -R30 1753 x 1219 (69 x 48) HS -R40 1753 x 1219 (69 x 48 Operating Force 23 N 5 lbf) N/A Air Infiltration 0.56 L/s/m2 0.11 cfm/ft N/A Water Resistance Test Pressure 360 Pa 7.5 ps N/A Uniform Load Deflection Test Pressure ±1440 Pa ±30.0 sf) ±1920 Pa ±40.0sf) Uniform Load Structural Test Pressure ±2160 Pa ±45.0 s ±2880 Pa (±60.0 sf) Forced Entry Resistance Grade 10 N/A Reference should be made to ATI Report No. 61585.01-501-47 for complete test specimen description and data. 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com Architectural Testing AAMA/WDMA/CSA TEST REPORT Rendered to: THERMAL INDUSTRIES, INC. 5450 Second Avenue Pittsburgh, Pennsylvania 15207 Report No.: Test Dates: And: Report Date: Expiration Date: 61585.01-501-47 12/07/05 12/08/05 12/30/05 12/08/09 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Thermal Industries, Inc. to witness testing on two Series/Model SL510, PVC horizontal sliding windows at their test facility located in Murrysville, Pennsylvania. The samples tested successfully met the performance requirements for the following ratings: Test Specimen #1: HS -R30 1753 x 1219 (69 x 48); Test Specimen #2: HS -R40 1753 x 1219 (69 x 48). Test specimen description and results are reported herein. Test Specifications: The test specimens were evaluated in accordance with the following: ANSI/AAMA/NWWDA I01/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. AAMA/WDMA/CSA 101/LS.2/A440-05, Standard/Specification for Windows, Doors, and Unit Skylights. Test Specimen Description: Series/Model: SL510 Product Type: Poly Vinyl Chloride (PVC) Horizontal Sliding Window, Type XX Test Specimen #1: HS -R30 1753 x 1219 (69 x 48) Overall Size: 1753 mm (69") wide by 1219 mm (48") high Sash Size (2): 848 mm (33-3/8") wide by 1124 mm (44-1/4") high Screen Size: 846 mm (33-1/4") wide by 1113 mm (43-13/16") high Overall Area: 2.14 m2 (23.0 ft2) 130 Derry Court York, PA 17402-9405 phone: 717-764-7700 fax: 717-764-4129 www.archtest.com 61585.01-501-47 Architectural Testing Page 2of9 Test Specimen Description: (Continued) Test Specimen #1: HS -R30 1753 x 1219 (69 x 48) Continued Glazing Type: The sash were interior glazed with 21 mm (13/16") thick, sealed insulating glass, fabricated from two sheets of 2.5 mm (3/32") clear annealed glass and a U-shaped steel spacer system embedded in sealant, single sealed. Reinforcement: No reinforcement utilized. Test Specimen #2: HS -R40 1753 x 1219 (69 x 48) Overall Size: 1753 mm (69") wide by 1219 mm (48") high Sash Size (2): 848 mm (33-3/8") wide by 1124 mm (44-1/4") high Screen Size: 846 mm (33-1/4") wide by 1113 mm (43-13/16") high Overall Area: 2.14 m2 (23.0 ft) Glazing Type: The sash were interior glazed with 21 mm (13/16") thick, sealed insulating glass, fabricated from two sheets of 3.0 mm (1/8") clear annealed glass and a U-shaped steel spacer system embedded in sealant, single sealed. Reinforcement: The lock and keeper stiles contained a custom shaped extruded aluminum reinforcement measuring 19.8 mm by 10.0 mm by 1.3 mm (0.780" by 0.394" by 0.050"), reference Drawing No. AS -3405. The following descriptions apply to all specimens. Finish: All vinyl was white. Glazing Details: Each insulating glass unit was set against a double -sided adhesive tape and secured with rigid vinyl glazing beads. Frame Construction: The extruded PVC frame was constructed using mitered and welded corner construction. Rigid PVC roller tracks were applied to the sill. A snap -in rigid PVC sill support was located at the sill. Snap -in rigid PVC sash stops were located at the head and jambs. Sash Construction: The extruded PVC sash were assembled using mitered and welded corner construction. Snap -in rigid PVC interlock adapters were located at each meeting stile. N 61585.01-501-47 Architectural Testing Page 3of9 Test Specimen Description: (Continued) Screen Construction: The screen was constructed from extruded aluminum. The corners were miter -cut and secured with metal corner keys. Fiber mesh screen cloth was held -in-place with a flexible spline. Weatherstripping: Description Quantity Location 4.7 mm (0.187") backed by 1 Row Meeting stiles 7.9 mm (0.310") high pile with center fin 4.6mm (0.230") backed by 2 Rows Jamb stiles, top and bottom rails 4.6 mm (0.230") high pile with center fin Adhesive back pile pads 4 Meeting stiles, one at each end Drainage: Description Quantity Location 22.2 mm (7/8") wide by 4 Exterior face of sill, two at each end 3.2 mm (1/8") high weepslot (with flap) 25.4 mm (1 ") wide by 4 Exterior sill track, one at each end; 6.4 mm (1/4") high weepslot sill intermediate wall, one per end 25.4 mm (1 ") wide by 2 Interior sill track, one at each end 6.4 mm (1/4") deep weepslot 12.7 mm (1/2") wide by 2 Sill screen track, one at each end 4.8 mm (3/16") deep weepslot 19.1 mm (3/4") wide by 8 Bottom rail glazing pocket, two 4.7 mm (3/16") deep weepslot at each end 12.7 mm (1/2") wide by 4 Bottom rail bottom surface, one 3.2 mm (1/8") deep weepslot at each end 25.4 mm (1") wide by 4 Sill roller tracks, one leg height weep notch at each end Architectural Test Specimen Description: (Continued) Hardware: Testing Description Quantity Location 61585.01-501-47 Page 4 of 9 Metal lock and keeper 1 Lock stile at mid -span, with mating keeper on the exterior stile (Test Unit #1) Metal lock and keeper 2 Lock stile, one 229 mm (9") in from each end, with mating keepers on the exterior stile (Test Unit #2) Dual metal roller with 4 Bottom rail, one at each end plastic housing Installation: The unit was installed in a wood buck constructed of birch plywood and secured through the frame to the buck using nine #8 x 51 mm (2") long screws, three each at the head and jambs, one at each end and at mid -span. A nominal 3 mm (1/8") gap was maintained at the perimeter between the buck and window frame. The exterior and interior perimeter was sealed with a silicone sealant, with the exception of an approximate 100 mm (4") void at each interior sill corner. 61585.01-501-47 Architectural Testing Page 5 of Test Results: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: HS -R30 1753 x 1219 (69 x 48) 2.2.2.5.1 Operating Force 5.3.1.1 Exterior sash Open Breakaway 45 N (10 lbs) N/A Maintain motion 23 N (5 lbs) 90 N (20 lbs) Close Breakaway 23 N (5 lbs) N/A Maintain motion 23 N (5 lbs) 90 N (20 lbs) Interior sash Open Breakaway 50 N (10 lbs) N/A Maintain motion 23 N (5 lbs) 90 N (20 lbs) Close Breakaway 23 N (5 lbs) N/A Maintain motion 23 N (5 lbs) 90 N (20 lbs) Lock Open 9 N (2 lbs) 100 N (22.5 lbs) Close 9 N (2 lbs) 100 N (22.5 lbs) 2.1.2 Air Infiltration per ASTM E 283 (See Note # 1) 5.3.2 75 Pa (1.57 psf, 25 mph) 0.56 L/s/m2 1.5 L/s/m2 (0.11 cfm/ft) (0.30 cfm/ft) max. Note #1: The tested specimen meets (or exceeds) the performance levels specified in ANSIIAAAMINWWDA 1011I.S.2-97, 1011I.S.21NAFS-02, AAAMIWDMA/CSA 1011I.S. 2IA440-05 for air infiltration. 2.1.3 Water Resistance per ASTM E 547 5.3.3 (with and without screen) 140 Pa (2.90 psf) No leakage No leakage Architectural Testing Test Results: (Continued) Paragraph Title of Test - Test Method Results Test Specimen #1: HS -R30 1753 x 1219 (69 x 48) (Continued) 61585.01-501-47 Page 6 of 9 A IInwarl 2.1.4.1 Uniform Load Deflection per ASTM E 330 5.3.4.2 (Deflections reported were taken on the exterior meeting stile) (Loads were held for 52 seconds) 720 Pa (15.0 pso (positive) 14.2 mm (0.56") See Note #2 720 Pa (15.0 psf) (negative) 11.9 mm (0.47") See Note #2 Note #2: The Uniform Load Deflection test is not a requirement of ANSIIAAAMINWWDA 101/I. S.2-97 for this product designation. The deflection data is recorded in this report for special code compliance and information only. 2.1.4.2 Uniform Load Structural per ASTM E 330 5.3.4.3 (Permanent sets reported were taken on the exterior meeting stile) (Loads were held for 10 seconds) 1080 Pa (22.5 psD (positive) 1.5 mm (0.06") 4.6 mm (0.18") max. 1080 Pa (22.5 psf) (negative) 2.0 mm (0.08") 4.6 mm (0.18") max. 2.1.8 Forced Entry Resistance per ASTM F 588 5.3.5 Type: A Grade: 10 Hand Tool Manipulation No entry No entry Tests Al through A7 No entry No entry Hand Tool Manipulation No entry No entry 5.3.6.2 Thermoplastic Corner Weld Test Meets as stated Meets as stated AL 61585.01-501-47 Architectural Testing Page 7of9 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed Test Specimen #1: HS -R30 1753 x 1219 (69 x 48) (Continued) 2.2.2.5.2 Deglazing Test per ASTM E 987 5.3.6.3 Exterior sash In operating direction - 320 N (70 lbs) Meeting stile 5.1 mm (0.20") 11.4 mm (0.45") Handle stile 5.1 mm (0.20") 11.4 mm (0.45") In remaining direction - 230 N (50 lbs) Top rail 2.5 mm (0.10") 11.4 mm (0.45") Bottom rail 2.5 mm (0.10") 11.4 mm (0.45") Interior sash In operating direction - 320 N (70 lbs) Meeting stile 5.1 mm (0.20") 11.4 mm (0.45") Handle stile 5.1 mm (0.20") 11.4 mm (0.45") In remaining direction - 230 N (50 lbs) Top rail 2.5 mm (0.10") 11.4 mm (0.45 ") Bottom rail 5.1 mm (0.20") 11.4 mm (0.45") Optional Performance 4.3 Water Resistance per ASTM E 547 4.4.3.4 (with and without screen) 360 Pa (7.5 psf) No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting stile) (Loads were held for 60 seconds) 1440 Pa (30.0 psf) (positive) 34.0 mm (1.34") See Note #2 1440 Pa (30.0 psf) (negative) 32.5 mm (1.28") See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on exterior meeting stile) (Loads were held for 10 seconds) 2160 Pa (45.0 psf) (positive) 4.3 mm (0.17") 4.6 mm (0.18") max. 2160 Pa (45.0 psf) (negative) 4.6 mm (0.18") 4.6 mm (0.18") max. Architectural Testing Test Results: (Continued) Paragraph Title of Test - Test Method Results Test Specimen #2: HS -R40 1753 x 1219 (69 x 48) Optional Performance 61585.01-501-47 Page 8 of 9 Allowed 4.4.1 Uniform Load Deflection per ASTM E 330 4.4.3.2 (Deflections reported were taken on the exterior meeting stile) (Loads were held for 60 seconds) 1920 Pa (40.0 psf) (positive) 21.8 mm (0.86") See Note 42 1920 Pa (40.0 psf) (negative) 20.6 mm (0.81 ") See Note #2 4.4.2 Uniform Load Structural per ASTM E 330 4.4.3.2 (Permanent sets reported were taken on exterior meeting stile) (Loads were held for 10 seconds) 2880 Pa (60.0 psf) (positive) 1.5 mm (0.06") 4.6 mm (0.18") max. 2880 Pa (60.0 psf) (negative) 1.3 mm (0.05") 4.6 mm (0.18") max. Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The results herein were secured by using the designated test methods and they indicate compliance with the performance requirements of the referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced, except in full, without the approval of Architectural Testing, Inc. For ARCHITECTURAL TESTING, INC.: Digitally Sign George Lynn George Project Manager LG Jld Attachments (pages): Appendix -A: Alteration Addendum (l) Appendix -B: Drawings (15) Digitally Signed by: Michael L. Mackerefh Michael L. Mackereth Director - Operations Architectural Testing Revision Log Rev. # Date Pne(s) Revision(s) 0 12/30/05 N/A Original report issue 61585.01-501-47 Page 9 of 9 Architectural Testing Appendix A: Alteration Addendum Note: No alterations were required. Architectural Testing Appendix B Drawings t ( RXISZINN HEAOER/SILL ; .. WINDOW STYLE: SL 510 2 SECTION SLIDER 450E :: DATE: 19/07/05 SPECIFICATIONS 8.349 SELECT A COLOR: ONE ONLY #450 FRAME HEIGHT 48 WHITE „ FRAME,WIDTH 89 EARTHTONE 450E SASH HEIGHT: 44.3125 SASH WIDTH: 33.4375 SIDE JAMBS #450 GLASS HEIGHT 42`875 450E -' GLAss WIDTH -.SELECT A GRAIN: ONE ONLY 5.808 SCREEN HEIGHT: 43.875 #450. 450Wr0 1/2 SCREEN WIDTH: 33.1875 FULL SCREEN WIDTH: 66.625 VINYL COMPONENTS #450 AVAILABLE VINYL COLORS. TOTAL DESCRIPTION PART # WHITE ET, FT. Quantity WT./FT. WT. HEAOER/SILL ; .. #450 • 450W 450E :: 11:500 0.726:.;; 8.349 HEADER/SILL OAK OPTION #450 460W-0 45OW-0 HEADER/SILL PINE OPTION 450E SIDE JAMBS #450 450W 450E 8.000 0.726 5.808 SIDE JAMBS OAK OPTION #450. 450Wr0 450E'0 , SIDE JAMBS PINE OPTION #450 450W -P 450E -P SILL FILLER STRIP #45.1 4511N.; `: 451E 1.1.031 ; 0:]33 1<467 FULL SCREEN FILLER STRIP (HEIGHTS) #162 162W 162E 7.354 0.036 0.265 SASH WIDTHS:, #470; 470W. -W 470E,V11 2.307 SASH WIDTHS OAK OPTION #470 470W -W-0 470E -W-0 SASH.:INIDTHS PINE OPTION #470 ,. SASH HEIGHTS #470 470W -W 470E -W 7.385 0.207 1.529 SASH HEIGHTS OAK OPTION ' ;' #470 470W=W-0 : 470E W -O' SASHHEIGHTS PINE OPTION #470 470W -W -P 470E -W -P SASH HEIGHT.MEETING RAILS #430 4301N ; 430E 7385 0204. 1504 SASH HEIGHT MEETING RAILS OAK OPTION #430 43OW--0 430E-0 SASHHEIGHT MEETING RAILS- PINE' OPTION #430: 430W -P . > .430E -P: SNAP -IN WIDTHS #435 435W 435E 10.771 0.076 0.819 SNAP -IN WIDTH&OAK-OPTION #435 435E Q ` 435EA.' SNAP -IN WIDTHS PINE OPTION #435 435E -P 435E -P SNAP -IN HEIGHTS d1435 435W 435E ' 6.990 0.076' 0:531 SNAP -IN HEIGHTS OAK OPTION #435 435E-0 435E-0 SNAP -IN HEIGHTS PINE OPTION #435 435E -P' 435E=P HANDLE HEIGHT #436 436W 436E 6.990 0.130 0.909 HANDLE HEIGHT:OAK OPTION; I 1.ION #436 436E-0 436E-0' HANDLE HEIGHT PINE OPT #436 436E -P 436E -P INTERLOCK (INCLUDES WOOLPILE:CV1364)'..., #264 264W -W 264E;VV.: 7,385 0.135 0.997 INTERLOCK (INCLUDES WOOLPILE CV 1364)• OAK OPTION #264 264W -W-0 264E -W-0 INTERLOCK`(INCLUDES:WOOLPILE CV 1364)' PINE OPTION #264 2.64W -W -P 264E -WP ANTI -LIFT AND SPACER FOR SIDE JAMB #452 452W 452E 4.000 6 0.070 0.280 SCREEN FILLER':STRIP{WIDTH) #139 .139W 139E 5.281 0.017. 0:090 SILL SUPPORT #453 453W 5.625 0.197 1.108 FRAME HARDWARE PART # DESCRIPTION WHITE E. T. BRONZE GOLD MILL QUANT. CONVERSION FACTOR WEEP COVERS 4 DEGREE; HONW 200 HONE 201 HONS202" 2 EA : d. WEEP COVERS 45 DEGREE HONW 193 HONE 194 HONS 195 2 EA 1 NIALING FIN.(OPTIONAL), 442E 19.186667 FT T STYROFOAM (OPTIONAL) SIFW 113 19.500 FT 1 FIN GASKET (2 SETS; 4 PER SET OPTIONAL) SIFW 109 ` 2 EA 1 ItduSl:.iA'*ra'JdElb1L::Ce} `.g.S b'.LtiY a'k`.L•. .. » Page 2 OF 2 SASH HARDWARE PART # DESCRIPTION WHITE E.T. BRONZE GOLD MILL QUANT CONVERSION FACTOR ROUNDED HOUSING LOCK HLZW 626'-_ HLZE627 HLBD 500 LOCK & KEEPER SCREWS 6 X 7/8 PH FL. FSZW 113 FSZE 114 FSZS 115 FSZB 20D 8 EA 1 CLOSED BACK KEEPER HKZW,612 ? HKZE613 HKBD;¢00 DUST BLOCK (HEADER) SPMW 134 SPMB 133 1 EA 1 DU TBLOCK,($ILL) SPMW.149' SPMB 149; SASH GLAZING TAPE 6 X 318 STFB 208 26.083 FT. 1 -Ill SETTING BLOCKS 118X7 /8X 2 ADHESIVE " HORB160 4 EA ._ ''.. SETTING BLOCKS 118 X 7/8 X 7/8 ADHESIVE HORS 181 8 EA 1 TB 1, GLASS SINGLE STRENGTH G1 36.111 FT. 0.0238 INTERCEPT 19132• ^' ' LSSM 115 ' "': 24 958 : ` FT. �: 1 MATRIX (inside)58 MMCG 129 24.958 ' LB 0.0001 SCREW 4MM F,OR INTERCEPT#SPA'` BUTYL, GRAY(outside) SSRG 110 24.958 LB 0.00005 WHEELS HM160144' 4 ,. Eq,. 1? '`, r NITS LATCH (OPTIONAL) HLNW 112 HLNE 113 • 1 EA 1 548-D SS STAPLE' .:.. FOXM_ 121 = : , . 10• .; EA 0.0002:' SNAP IN TAPE 1/16 X 318 STFB 108 6.990 FT. 1 STYROFOAM SASH (OPT)ONAL) SIFW103 '1:, 25'.,017 3/8" STAPLE FOR WOOLPILE FOXM 111 2 EA 0.0002 SCREEN COMPONENTS PART # DESCRIPTION WHITE E.T. BRONZE GOLD MILL QUANT. CONVERSION FACTOR SCREEN RAIL',_, LCAW 119 LCAE` M LCAS 121 12,844 FT, 1" WOOLPILE 8845.187 SPMW 106 SPMW 106 SPMB 107 3.656 FT. 1 SCREEN CLOTH HSGB 100::..10.112: SQ.F2- 0.0012 SCREEN SPLINE HSVB 115 12.844 FT 1 CORNER_KEYHCZM 116 '4•. 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PROPERTY OF VINYLIUM CORP..UNRUTHORIZED DUPLICRTION PROHIBITED 3• e• ITLE SCREEN FILLER STRIP DNN.BY' D. P. Y. 4. 9. 111TE 7/19/91 JWFILL THICKNESS . 035 CHK.BYa 5. 10• FILE SCREEN001 sERIE3 DESIGN DIE OPENING PP.BYt m O Q wLf') 8 O N 10 m CO Q J W Wd 3 (�'' CL a �, O �+ W a rrnn o v / a n (p W Q tL CJ—��W� Z� 2 Q O J a J LL0 5; w x <p n Nca} Z v Q O WW�i O rro �7 !;E � CD WCO � M D cn O �¢ = a m (n 0 N Ln r-, w 2 LL ui H V) dr n O v Ln (D � 0) CO O`,` O O �S. A N cl 0 t° gig` II M i7 O O LO OO O O OO O C)LO I I N C� O � M O O ( O (D U Q)N N O L6 E II -O LO E T O C'- u7 O a, v O °' cn 00 Ocx II I'� X N 0- 0 c)- O \_ N p Z E U0C0 �C n SDG051 SDG070 SDG090 sd 090 ASTM E 330 97 SL 510 HS R30 & HS -4 SL 700 HS R30 & HS R50 Select and Go The selection(s) at left were found using keyword "sl". Page 1 of 1 http://www.insidethermal.com/engineering%20page/aamasearchdisplay.html 06/24/2008 SL 510 NFRC Values Dual Glaze Configurations Outside Outside Glass Strength Grids Glass Gas Center Glass Gas Glass Strength Grids Glass Gas Inside Glass CR 1.1 -Factor SHGC VT Single Strength No Clear Air Clear 42 0.48 0.58 0.62 Single Strength Yes Clear Air Clear 42 0.48 0.52 0.55 Single Strength No Green Air Clear 42 0.48 0.39 0.53 Single Strength Yes Green Air Clear 42 0.48 0.35 0.47 Single Strength No Bronze Air Clear 42 0.48 0.48 0.46 Single Strength Yes Bronze Air Clear 42 0.48 0.43 0.41 Single Strength No Low E 1000 Argon Clear 56 0.31 0.30 0.55 Single Strength Yes Low E 1000 Argon Clear 56 0.31 0.27 0.49 Single Strength No Green Argon Low E 1000 56 0.31 0.27 0.47 Single Strength Yes Green Argon Low E 1000 56 0.31 0.25 0.42 Single Strength No Bronze Argon Low E 1000 56 0.31 0.29 0.41 Single Strength Yes Bronze Argon Low E 1000 56 0.31 0.26 0.37 Single Strength No Low E 1000 Krypton Low E 1000 56 0.29 0.28 0.49 Single Strength Yes Low E 1000 Krypton Low E 1000 56 0.29 0.25 0.44 Double Strength No Clear Air Clear 42 0.48 0.58 0.62 Double Strength Yes Clear Air Clear 42 0.48 0.52 0.55 Double Strength No Green Air Clear 42 0.48 0.39 0.53 Double Strength Yes Green Air Clear 42 0.48 0.35 0.47 Double Strength No Bronze Air Clear 42 0.48 0.48 0.46 Double Strength Yes Bronze Air Clear 42 0.48 0.43 0.41 Double Strength No Gray Air Clear 42 0.48 0.44 0.42 Double Strength Yes Gray Air Clear 42 0.48 0.40 0.37 Double Strength No Low E 1000 Argon Clear 56 0.31 0.30 0.55 Double Strength Yes Low E 1000 Argon Clear 56 0.31 0.27 0.49 Double Strength No Green Argon Low E 1000 56 0.31 0.27 0.47 Double Strength Yes Green Argon Low E 1000 56 0.31 0.25 0.42 Double Strength No Bronze Argon Low E 1000 56 0.31 0.29 0.41 Double Strength Yes Bronze Argon Low E 1000 56 0.31 0.26 0.37 Double Strength No Gray Argon Low E 1000 56 0.31 0.27 0.37 Double Strength Yes Gray Argon Low E 1000 56 0.31 0.24 0.33 Double Strength No Low E 1000 Krypton Low E 1000 56 0.29 0.28 0.49 Double Strength Yes Low E 1000 Krypton Low E 1000 56 0.29 0.25 0.44 Laminated No Clear Air Clear 42 0.47 0.52 0.61 Laminated Yes Clear Air Clear 42 0.50 0.46 0.54 Laminated No Green Air Clear 42 0.47 0.46 0.52 Laminated Yes Green Air Clear 42 0.50 0.41 0.46 Laminated No Bronze Air Clear 42 0.47 0.48 0.45 Laminated Yes Bronze Air Clear 42 0.50 0.43 0.40 Laminated No Gray Air Clear 42 0.47 0.47 0.41 Laminated Yes Gray Air Clear 42 0.50 0.42 0.36 Laminated No Clear Argon Low E 1000 56 0.30 0.34 0.54 Laminated Yes Clear Argon Low E 1000 56 0.34 0.30 0.48 Triple Glaze Configurations Outside Glass Strength Grids Glass Gas Center Glass Gas Inside Glass U -Factor CR SHGC VT Single Strength No Solarban 60 Argon Clear Argon Clear 0.28 61 0.28 0.50 Single Strength Yes Solarban 60 Argon Clear Argon Clear 0.30 61 0.25 0.45 Single Strength No Green Argon Clear Argon Solarban 60 0.28 61 0.25 0.43 Single Strength Yes Green Argon Clear Argon Solarban 60 0.30 61 0.23 0.38 Single Strength No Bronze Argon Clear Argon Solarban 60 0.28 61 0.26 0.37 Single Strength Yes Bronze Argon Clear Argon Solarban 60 0.30 61 0.23 0.33 Single Strength No Solarban 60 Krypton Clear Krypton Solarban 60 0.20 69 0.26 0.44 Single Strength Yes Solarban 60 Krypton Clear Krypton Solarban 60 0.21 69 0.23 0.40 Single Strength No Solarban 60 Krypton Green Krypton Solarban 60 0.20 69 0.23 0.38 Single Strength Yes Solarban 60 Krypton Green Krypton Solarban 60 0.21 69 0.21 0.34 Single Strength No Solarban 60 Krypton Bronze Krypton Solarban 60 0.20 69 0.23 0.33 Single Strength Yes Solarban 60 Krypton Bronze Krypton Solarban 60 0.21 69 0.21 0.29 Double Strength No Solarban 60 Argon Clear Argon Clear 0.31 58 0.28 0.50 Double Strength Yes Solarban 60 Argon Clear Argon Clear 0.34 58 0.25 0.45 Double Strength No Green Argon Clear Argon Solarban 60 0.31 58 0.25 0.43 Double Strength Yes Green Argon Clear Argon Solarban 60 0.34 58 0.23 0.38 Double Strength No Bronze Argon Clear Argon Solarban 60 0.31 58 0.26 0.37 Double Strength Yes Bronze Argon Clear Argon Solarban 60 0.34 58 0.23 0.33 Double Strength No Gray Argon Clear Argon Solarban 60 0.31 58 0.24 0.34 Double Strength Yes Gray Argon Clear Argon Solarban 60 0.34 58 0.22 0.30 Double Strength No Solarban 60 Krypton Clear Krypton Solarban 60 0.21 67 0.26 0.44 Double Strength Yes Solarban 60 Krypton Clear Krypton Solarban 60 0.24 67 0.23 0.40 Double Strength No Solarban 60 Krypton Green Krypton Solarban 60 0.21 67 0.23 0.38 Double Strength Yes Solarban 60 Krypton Green Krypton Solarban 60 0.24 67 0.21 0.34 Double Strength No Solarban 60 Krypton Bronze Krypton Solarban 60 0.21 67 0.23 0.33 Double Strength Yes Solarban 60 Krypton Bronze Krypton Solarban 60 0.24 67 0.21 0.29 Double Strength No Solarban 60 Krypton Gray Krypton Solarban 60 0.21 67 0.23 0.33 Double Strength Yes Solarban 60 Krypton Gray Krypton Solarban 60 0.24 67 0.21 0.29 Legend: U -Factor: U -factor measures how well a product prevents heat from escaping. The rate of heat loss is indicated in terms of the U -factor (U - value) of a window assembly. U -Factor ratings generally fall between 0.20 and 1.20. The insulating value is indicated by the R -value which is the inverse of the U -value. The lower the U -value, the greater a window's resistance to heat flow and the better its insulating value. Condensation Resistance: Condensation Resistance (CR) measures the ability of a product to resist the formation of condensation on the interior surface of that product. The higher the CR rating, the better that product is at resisting condensation formation. While this rating cannot predict condensation, it can provide a credible method of comparing the potential of various products for condensation formation. CR is expressed as a number between 0 and 100. Solar Heat Gain Coefficient: Solar Heat Gain Coefficient (SHGC) measures how well a product blocks heat caused by sunlight. The SHGC is the fraction of incident solar radiation admitted through a window, both admitted through a window, both directly transmitted, and absorbed and subsequently released inward. SHGC is expressed as a number between 0 and 1. The lower a window's solar heat gain coefficient, the less solar heat it transmits. Visible Transmittance: Visible Transmittance (VT) measures how much light comes through a product. The visible transmittance is an optical property that indicates the amount of visible light transmitted. VT is expressed as a number between 0 and 1. The higher the VT, the more light is transmitted. 1 ✓UGQddd�14rtie0 s, Board of Building Regulatiotes and Standa�:!s j HO!41E tMP,ROVEMENT CQNTRACTOi': _ Registration' 131704 Explratlon 0/2008 ''Type SBA DI -M REMODELI'N . _ DAVID MERRiFIED 101 IRVING ST. �" �� WALTHAM, MA 041451 ' DenulY'Adminislri � ✓/zo {amm��z �ea-�Z c� ,�,.c�;;rc��,u�,l'ta 1 Board of Building Regulations and Standards Construction Supervisor License License: CS 76135 birthdate: 5/17/1961 / PSI ' I 6xpiratibri 5H.7/2009 Tr# 13274 ResttidtiQ AA' DAVID L MERRIFIeL© j.. 101 1RVING ST WALTHAM, MA 02451" ' Commissione f l it era,-,:.-t+r r,oe+.d •��.,o� ,]3X15 ]Nld oa, 11f6-L2£-+ZL %tld 09ae-t9e-ttL saxnso'ioxa oisua SdWV1S '3'd o rn o 99991 VINVAIASNN3d . 3IIIASANN11+1 . Jtlf,00 A3NVH OUT �:)VdSI�1T�' 3211SO��N3 „00'F d33NION3 ONI11f1SNOO '3'd '13SI3W r SNI S31�IlSflaNl 3b'Wd3H1 ® ooz2 33ddSWV'3214 N OIVNOa owo�a N111111111r1r11,rrr'. _•,. .,, .�. ....................... /V\�'r•n-t ••••'.^ iii -3 FJ t', �I. J--. CD z. 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J°'�:Jr� pv ry •�`` ''�{.OJ�,\0`2 S The Commonwealth of Massachusetts Department of Industrial Accidents l Office of Investigations 600 Washington Street ` 11 v, l ..s - Boston, NIA 02111 �e www.mass.g ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): L `M (`-_ ' ,r Q C \ Address: X01 S� J City/State/Zip: "L—r ¢Io} --L., Phone #: ) D — 7 F— 6912 -> Are you an employer? Check the appropriate box: 1. ❑ I am a employer with 4. ❑ I am a general contractor and I eWloyees (full and/or part-time).* have hired the sub -contractors 2. ff I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub -contractors have working for me in any capacity. workers' comp. insurance. [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 3. ❑ 1 am 'a homeowner doing all work right of exemption per MGL myself. [No workers' comp. c. 152, § 1(4), and we have no insurance required.] t employees. [No workers' comp. insurance required.] Type of project (required): 6. ❑ New construction 7. ❑ Remodeling 8. ❑ Demolition 9. ❑ Building addition 10.0 Electrical repairs or additions 11.❑ Plumbing repairs or additions 12.❑ Roof repairs 13.❑ Other *Any applicant that checks box # I must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: �(2dary{ Policy # or Self -ins. Lie. t,>6 2S Expiration Date: Job Site Address: 2� T—Az �:ea' City/State/Zip: \ Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby citify_Ryder the pains and penalties of perjury that the information provided above is true and correct. 6_10 - Official -.S O. Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple pen-nit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the'city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to.thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. 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