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25C-073 (4) BP-2023-0717 25 DAY AVE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 25C-073-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2023-0717 PERMISSION IS HEREBY GRANTED TO: Project# PORCH REPAIR 2023 Contractor: License: Est. Cost: 20000 GENE BOROWSKI 106527 Const.Class: ' Exp.Date: 12/23/202 Use Group: Owner: K HOL PAUL L &PAMELA Lot Size (sq.ft.) Zoning: URB Applicant: BEY° BUILDERS Applicant Address Phone: Insurance: 117 SUNNYMEADE AVE 413-687-3777 6HUB-2E67637-2 CHICOPEE, MA 01020 ISSUED ON: 06/05/2023 TO PERFORM THE FOLLOWING WORK: REPAIRS TO FRONT PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NOITHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I ' i y� , I • 1 • • J � it Fees Paid: S205.00 212 Main Street,Phone(413)587-1240,Fax (413)587-1272 Office of the Building Commissioner / -;‘ ,./ , N ✓(/N $ T Commonwealth of Massachusetts rT �°aoar of Building Regulations and Standards FOR e' oc MUNICIPALITY / ��,, ,Tti�UgotA Mas achusetts State Building Code, 780 CMR USE ` a+,�„ Gig Building, " . pplication To Construct, Repair, Renovate Or Demolish a Revised Mar 2011 "'N°Ai5 One-or Two-Family Dwelling This Section For Official Use Only Building Permit NZ 819_3b 'J '' 7i 7 DateApplied: 4no—) J /// / (o 2629 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION �Pro l _Address: 1.2 Assessors Map&Parcel Numbers a•/ Acke." , 1.1 Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 5b O0 -70 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required / Provided 1.6 Water ply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Cd Private 0 Zone: Outside Flood Zone? Municipal site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: s b$C? 5•eN L Wv.Nc;40e. P(• I:714uL i-6c(t- rng_.«©oCa-1,3.e Bch FIA 329S Name(Print) City,State,ZIP 5 6$o c e t L.Nu ems . ct <- .4I 13 -bzi. A.3 Li ` ozuk,,\.-t- 3 k i G mfk.A s eQm No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all at apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) Cd� Alteration(s) Cl Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units 2 Other 0 Specify: 14_ P 4 Brief es,cription of Propo d Wy�rk2: (24?Al p. EX `L-i . 'F-f e Qe h /,�--hq( fiCkls9,..geht re)''' /stavige->":14., -9-1,c`4 A b-e'verved.Tef- ,------,-.50-1 Oro x Co cer7,-7 ® fi SECTI N 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ de CO 0. 1. Building Permit Fee: $ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ j J A 0 Total Project Costa (Item 6)x multiplier x 3. Plumbing $ tv%p( 2. Other Fees: $ 4. Mechanical (HVAC) $ w j F List: 5. Mechanical (Fire / Suppression) $ IVTotal All Fees/. i _=p Check No.1 •'P eck Amount:Z� Cash Amount: 6.Total Project Cost: $aOzw, ei.) 0 Paid in Full 0 Outstanding Balance Due: 7 5490 -rk0zZ $ 7s- perrn'tt 13D — City of Northampton • r ,4ti 'i,'.Fi,;l is -..St. Massachusetts ��4� !re c It t„ DEPARTMENT OF BUILDING INSPECTIONS Ds ,,,'"s ., 212 Main Street • Municipal Building y1.,;,n1' Northampton, MA 01060 1�` PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR NEW 1 & 2 FAMILY DWELLING, ADDITIONS, POOLS, DECKS, ACCESSORY STRUCTURES, FENCES, GROUND MOUNTED SOLAR, ETC. I. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work. (Digital and hard copy) 3. Site plan with location of proposed structure(s) and set backs. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (new/ replacement windows). 8. Home Owner's License Exemption Form filled out and signed by Homeowner (if applicable). 9. Note any Conservation and/or special permit requirements (if applicable). 10. Driveway Permit (if applicable). 11. Proof of Water and Sewer entry fees paid (if applicable). 12. Trench Permit - public land by DPW/ private land by Building Dept. 13. Stretch Energy Code - all new construction will require a HERS Rater Affidavit to be submitted with permit application before issuance of permit. 14. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton. SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) / L-� oaf�� ��� 5, C5 -/!�6 5d 7 /- a3 �3 6C/i P o�O�S'�/ rA,y ,„ (/r License Number Expiration Date Name of CSL Holder Q J 5 "'ad./ if� ea7 List CSL Type(see below)nd Street T Description / Unrestricted(Buildings up to 35,000 Cu.ft.) /� Th r C Per At( '< �C Restricted 1&2 Family Dwelling City/Town,S6te,ZIP / M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) �a.-1.-, / 7 S'' 73 31/6' 2 /' HIC Registration NumbExpiration Date / HIC Company Name or HIC Registrant Name �(/�/ 4 t9; No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 0 No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize aeiti' 6'7/Pu. Ere' ZI:") ,ifs to act on my behalf, in all matters relati e to w rl�auth d by this building permit appli on. .-y Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count _ Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: / REAR LOT DIMENSION: I REAR YARD 11 3 / SIDE YARD I SIDE YARD FRONT SETBACK FRONTAGE D City of Northampton (4T.1 tir?+ , ,4yj f Massachusetts ? 44 DEPARTMENT OF BUILDING INSPECTIONS t ' . -O ' 212 Main Street • Municipal Building ',4., `•1' Northampton, MA 01060 'PP ky� .�, 1�„' CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: Ar,,,x,,,,,,,40., q ,Ur The debris will be transported by: Name of Hauler: leZ24,0,114,9/210/.. �Signature of Applicant: Date: LC/ • .g...i,. The Commonwealth of Massachusetts 111,N11... 0 Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 " wmemass.goWdia ----- %Salters'Compensation Insurance Affidavit:Builders/ContractorsiElectricianstPlumbers. TO BE FILED Mill I HE PERM!I EING AliTlIORIn. Amitieant Inforniation Plea .t:• Print Legibl% Name talLSIDCS1;Organizationandivictuall: ee .010-i7i t„,ri - /41.ie _.__/,/ rx. &'ret'41-054 Address:_..././7 ....5_,44g.../A p47 City'State/Zip: C /e:dylett.Q.. 4,...‘92.4.,:f) Phone#: (** ./:.t.)6Er 7- 3777 Are%nu an entpkty re Check the apprnpriate te:: Type of project(required): La I an a cmploya A iill .,_3 , cr,„1,,..vI1 tfull antior pea-tint.' 7., [3 New construction 20 I ant a sole proprietor or prinnership and have no cmployem.working ha me HI 8. 0 Remodeling any i.-apaeity.,Nu 14 orktra'comp.unurance reiparnii 9. RrDemolition ..1.0 I ant a honsoowner doing all work ttry%elf.No*miters'eon*, '11,41(.2110e regional] i 0 El Building addition 4.0Isui a hamettwrici and*ill be barns coraracturs to conduct all work on my preparty. 1 w ill ensure that all contractors caber haw workers.'compensation anurania:or are aole 1 i fj Electrical repairs or additions propriets with no onplOyees. 2 LI Plumbing repairs or additions Sti I am a roacral contractor and I Ic hinal the Mlb-runuswiurs listed on the attached.ihcet 13 Li' Roof re airs I These sub-contractors have employves and hae k workers'comp.Uisurm.x.;; I 4.it other AA 60 Vie an.a OWIptff3d11.113 and its officers have exaciatil their right of exemption per WI- ‘.., I' .z.1 bit t.,and we 11.11V VW IM1910),1:5.Pil.,WUrktr1'Comp,instnarree requital 'An)appliL.na that checks box RI must abo an out the section below 3 howing their woriim%*compensation polio,mformutron. f Homeowner%w ho submit this atliskrYit rarlicatuw the)an:doing all work and then hire outside contractor masa submit a new affalav a indleaturs such. ituntrackv%that cheek this box must anaebed an additional sheet showing the nano of the sub-eontraetors and date whether or nut those entitle%love L'IritfloY0:, It the Nob-c.ma-actor%have.:1117141:11:e%,they must provide their A oricr."...xnnp,noire."'number 1 tlitt an employer thus is providing worAers compensation insurance for my employees. Below is the policy and job sire it:privation. Insurance Company Name: -;:tkl,e-iierS _ Policy#or Self-ins. Lic. 4'.. 4 /10/8-,7E67‘37,-22__ Expiration Data;: Job Site Address:,;;3/a es' /).er de City,`StateeZipies ,..A.Oil, erc9460 Attach a copy of the workers'compOrsation policy declaration page(showing the policy number and expirafion date). Failure to secure covenige as required under MGL c. 152. '25A is a criminal violation punishable by a line up to S1,500.00 and one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a line of up to S250.00 a day against the violator..A copy of this statement may be forwarded to the Office of Investigations of the DIA tbr insurance coverage verification. I thl hereby certify under the p fins ond pertalti of-perjury that the information prov'di above Irt •and correct Signature:Phone .:' CV/ eg 7--3-777 Official use only. Dv not write in this area.to be completed by city or town official City or Town: PertuitiLicense# Issuing Authority(circle one): I. Board of Health 2.Building Department 3.Cityriown Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other C'ontact Person: Phone ti: . . ......, Aco CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 4.---- 04/14/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 413 781-7075 413 781-7076 ACT ERIC FRED FROEBEL INSURANCE AGENCY INC. PHONE ic.O.EX. :413 781-7075 is,No):413 781-7076 321 PARK ST. ,E, LSS:EFROEBEL@COMCAST.NET WEST SPRINGFIELD, MA. 01089 INSURER(S)AFFORDING COVERAGE I NAIC0 INSURERA:NAUTILUS INS 1 INSURED INSURER B:PROGRESSIVE INS EUGENE BOROWSKI DBA BEYOND BUILDERS INSURERC:TRAVELERS 117 SUNNY MEADE AVE INSURERD: CHICOPEE, MA. 01020 INSURERE: __ INSURER F: y COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AODLISUBR POLICY EFF POUCY EXP i LTRINSD'WVD POLICY NUMBER IMMIDO/YYYY) (MM/DDIYYYY) UNITS COMMERCIAL GENERAL.LIABILITY I/ 'EACH OCCURRENCE $2,000,000 A CLAIMS-MADE V OCCUR NTED i-PREMSES(Ea D—A-MADE TO occurrence) $50,0001n 52319201 06/16/2022 06/16/2023 MED EXP(My one person) $5,000 PERSONAL&ADV INJURY $1,000.000 GEN'L AGGREGATE LIMIT APPUES PER GENERAL AGGREGATE $2.000.000 V POLICY JECaT LOC PRODUCTS.COMP/OP AGG $2,000.000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE UMIT cEa ac6dern) S 1,000.000 B ✓ ANY AUTO _ BODILY INJURY(Per person) $ OWNED AUTOS ONLY ✓ AUTOSULED 05856092 02/01/2023 02/02/2024 BODILY INJURY(Per accident) $ �/ HIRED ✓ NON-OWNED PROPERTY DAMAGE AUTOS ONLY . AUTOS ONLY (Per accident) $ $ UMBRELLALIAB — OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTIONS $ WORKERS COMPENSATION —PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ERLIABILITY , ANYPROPRIETORJPARTNER/EXECUTNE EL.EACH ACCIDENT S 500,000 C OFFICER/MEMBEREXCLUDED? NIA (Mandatory In NH) EL.DISEASE-EA EMPLOYEE $500,000 If s,describe under 6HUB-2E67637-2 01/23/2023 01/23/2024 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT S 500,000 LEASED RENTED EQUIPMEN 100,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AIITHQ$jZEO REP NTATNE _ ©1988-2015 A ORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD � 1 -.4.v-3 - Soo ( 4.h Q $. cpxq Nm6 u► ;s 0 4- C /' lj i I i birq,b/121 c i i 44 , ( ft I j G 11 --II I 1 1 i , „._,,.,,,........--- 9,„)4 vs S I "8p7 IS 140 • 1 • i 1/ r' "j sus,ot, ax h0 v t 11l C;bt,-) --21a ba .9 $xz ; -S my bM ! --tSv,X►? a a kr-0-4 (--- t of tt //' , ----) I I ),) L( z eStS cc R- 4,4 - set it I _ Lek l .)5/O4 // dx 4 17* 64 i Iasi` � '�f�Q I �Q co tax j st.t G .ova- I __, � g R+����. o� SoN0 -Tvt3 "I ---,dog --- - .ta........ 4.01 1 , / - l')C .1.,1„ 3 i 4 if... rs � ke t- V VN cc m N la g v'1 In 4 ti Lu -, cn4- En Y 1- _ 4 " d . 1 a s J s U B V) t, r- -1. 7' o Q 71 ..___) t 1 C11 t it- 4 M D. t " rl I techno POST Of Connecticut 766 Marion Road Cheshire,CT 06410 `I 203-848-4466-cell 203-723-9904-office This process for the above listed project involved the screwing of specifically designed and engineered posts applicable for this project. PSI readings were taken on each individual post during the installation and with the use of a correlation table these measurements are listed and described below: PSI/Torque- Pounds per square inch / the rotational pressure taken to drive the pier. Depth- The distance downward from its top surface. Type- Piers are categorized for each individual specific project Bearing- Downward pressure post can withstand Pinned- Bored into solid immoveable rock reaching maximum compression and tension. Once the post was driven one additional test was performed, the wack test. This test involves striking the post with a sledgehammer, 5 times per set, while being measured for resistance. Once there is zero downward movement the post and pressures are verified. Uplift- The force required to pull the post out of the ground, the uplift value is half of the bearing. Supporting plate Standard : CSA G40.21 -Steel 1700,Setlekwe Street (see note#6) Thetford Mines(QC)GOD862 CANADA L www.technometaIpostcorn 6,r i [152mm] CONFIDENTIAL Existing soil min. THE INFORMATIONS CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF TECHNO PIEUX INC. ANY REPRODUCTION N PART OR Steel shaft AS A WHOLE WITHOUT THE WRITTEN 1 PERMISSION OF TECHNO METAL POST INC. Model P2 : 2.375" x 0.154"[60.3mm x 3.9mm] h PROHIBITED Standard :ASTM A500 grade C -Circular steel section (see note#6) REVISIONS DATE DESCRIPTION REV. Exclusive polyethylene sleeve 26106f2013 Revised Load capacity. 1 ( if required) • __ t Client: Under depth frost -- �a penetration. Actual pile length to be determined by field citentadress. conditions and desired loading capacity. (see note#5) 318" [9,5mm ]thick factory-welded helix Standard : CSA G40.21 •Steel (see note#6) Aiattojev --me / Load Capacity Techno Metal Post Maximum compressive bearing Lateral bearing Factored bending Model P2 resistance (Above ground light capacity''' capacity2'4 structure) SLS ULS SLS ULS (fbs) (kN) , Clips) (kN) (Ibs) , (kN) (Ibs.ft) (kN.m) Approved by. 9,600 42.7 13,440 59.8 450 2.0 1,785 2.4 NOTES: 6"to 24" 1 The maximum tensile load capacity can be obtained,cons.rwtlwly,by halving the rakes of the [152 to 61 0m m] i - _bo wing capacity In compression shown in the selection fad.. 2 The lateral capacity depends on Me denally of so,i(to wlelete consult Metrical dapettment of Helix diameter varies ...ii Techno Metal Post.) • according to soil - Varon the pile is laterally unsupported(sail wry loose lsea,equehable soils,water and air),the conditions and desired 7 structural strength of the die must be approved by the technical dapertnwnt of Techno Metal Post. loading capacity. Data: Scale The toluos of lateral capec-Ay are average values end can be modified,more or lose.depending on 31�OCf���t N/A the characteristics of the existing soil. S It mqubed.pies may be field welded with extensiots to echie.e grimier loafing capacities in poor • Ball conditions. Drawing no: Page number: f 13 Helical pile end suppoera Pate are galvanised in compliance with.tadard ASTM A1231A123M.13 P2-G-R 1-A SHEET 1 OF 1 (with minimum 530g r m2 6" techno'H Metal Post 1.-0"-.. -- 5 1/2"— ► f-1/4" 4" j �C -- Techno Metal Post Connecticut 482 Spring St Naugatuck,CT 06770 cq Phone:(203)723-9904 O Fax:(203)723-0429 v °' IC\ 3/8"0 N Client i ii Client Address: Project: Hex Washer Head Techno Metal /— Self-Drill Screw Post Model (see table 1 for the Date: Scale P1 or P2 required quantity) June 26,2015 NiA Drawing name: Shop Drawing U Shape Plate for P1 or P2 Drawn by: Verified by: M.D. P.M. Table 1 Approved by: Manufactured by Number of Hex Washer Tension Working Head Self-Drill Screw Load 10 #HWD14112 Techno Pieux/Techno Metal Post 1700,Setlakwe • 3 2065 Thetford Mines(Quebec) G60 8B2 4 2754 5 3443 'ra / 6 4131 O 7 4800 i Marco 112r.177f 9ii:dtc.,.it June 26,2015 Note : Maximum Working Tension Load for Techno Metal Post Model P1 is 3 400 lb Maximum Working Tension Load for Techno Metal Post Model P2 is 4 800 lb File: Drawing no 14027-003a 001 J. PRIMESOURCE SPEC DATA Submittal Sheet # 022 - HEX WASHER HEAD SELF-DRILL SCREW NMI #12 and 1/4"BODY DIAMETER 4 ESR 1408 iel Steel to steel TO oProduct Specifications ilLVt%\—: Part i Din. Length TPI Bulk Oty Finish Corrosion Head Hid Die. Thread Dr/PL Dr*Capadly HVVD12O34 12 3M 14 dM Zinc 24Ir.1441. 6117 stir NF 10.1.11.0mm FULL 3 .110%_210' HVVD12100 12 1 14 3M Zinc 24 er.rift 6117 6116-AN 10.1.11.Omen FULL 3 .110-.210- HWD12114 12 1-IN 14 3M Zinc 24K.MOM S-117 5116-Ac 10.l.11.0trn FULL 3 _110-.210' HVVD12112 12 I.IQ 14 3M Zinc 24Ir.offs 6117 5r16'AIF 10.1.11.0mm FULL 3 _110.210' 14WD12200 12 2 14 2M Zinc 24 IN MN 11.177 511rNF 10.I.11.0rnm FULL 3 .110=.210' HVVD12212 12 2•IQ 14 1M Zinc 24Ir.40t Sill 6116-AIF 1OJ1.11.0min FULL 3 .110r-210- HV1012300 12 3 14 I11 Zinc 2an.Wit 0.117 611e A1F 10.1.11A4nf FULL 3 .110-210' HWD14034 14 3M 14 4M Zinc 34/anY. 5.117 Mr Air 12.2.13.21nm FULL 3 _110..260' HWD141OO 14 1 14 3M Zinc 24 OIL Nat Sill Mr Air 1224.13.2mm FULL 3 .110..250' HWD14114 14 1-1414 14 2M Zinc 241nr.ndi. mils 31rA1F 12.2.13.2mm FULL 3 .110•.250' HVVD14112 14 1.112 14 2M Zinc 2441_0291. Sill 36'NF 122.13.2mm FULL 3 .110•.260- I1WD14200 14 2 14 IN Zinc 24 h.1211 Sill MrA/F 12.24413.2nrn FULL 3 .1/0..260' HWD14212 14 2.10 14 /M Zinc 241r.iY.11-1/7 WAIF 12:2.132mm FULL 3 _110•.250' HWD14300 14 3 14 IPA Zinc 24 PIE net, Sill WAIF 12.2.13.2mm FULL 3 .110._250- HVVD14400 14 4 14 0.511 Zinc 24 OIL Win Si" 318-NF 12.2-13.2mm FULL 3 .110..250' HVVD14500 14 5 14 0.5M Zinc 241n.nr. 11.117 312'MF 12:2-13.2mm FULL 3 .110•.250- HVVD14600 14 6 14 0.6M Zinc 241.nr. 11-117 WAIF 12.2.13.2mm FULL 3 .1/0•.250' Pro-Twist Dante M oat or Exceed ASTM C-954 and/or C-1513 O snw4.ed.n 9-.1uwa Ma�Ciw.-.aMFc—o.rd 1 Mims iaC .� r Oat II•n P1111cua wvMdr -.. bL�� l it9 3 Mt 5 1 OM 55l1 12 0219 17 g 2210 Y� 788 707 L 492 1991 Ito no 1042 14 OHO 14 1651 2:I00 lye 27s4 _91yIri .a7>1 Ultimate Value Chris 919 Irk M45 Screws Moen into wee were dMan with three exposed threads on the off side of me connection.men pulled at with lasting madam. No tat ail moults were obtained In drNd adlrenoe to ASTM teat protocol. These llsm M*cures we offered only as a guide and are not puarrased In any way by PreneSonroe tluwtrng Products. A 4:1 safety ratio r recommended. 0-2500rpa saewgun WM torque adjustment-Overdriving may result In taslatter alum or selpou of Me wont surface The fastener M futiy seated when the heeds bearing aurtece 1a aiWn waft the steel. The fastener must penetrate beyond the metal a obi nian of tree threads to comply velh the code. ALL PRIIESOINICE MASTENENSA MANUFACTURED IN AM MO e692 AND ISO 14921 CEJIWMIf D AND APPROVED FACTORY TO PRas[SOUSCE PetroNrAMCE SP!CMICATIOMS AND MDT ORAtiRM6s_ 50022 M,N aa r44ara NAM,Wager.in. 01,2D-09 O - ' t 1 111. r a r r .., r��, L Evenly Spaced t AepartIdOS a una durance unilorme 2'Max. otervanee rgWmrs 2'Max. Max 2 Max 2 T F. 2, --_ ---- 2 max I I ,y Deck J Locate one DTT1Z on the deck Ledger 9j I. -° joist at the standardTraVeiado pis,lana _. bottom-mounLpositinn Dr �- ' MaWill � -_ r01 OSI]pQ:t O M Y y. .(4 — _ 'a_ nDii'n21 ro-noUnt p:c::l0^ de tense i YDecM l i7 I t ;atal. Jcc' / l't,s o Localises sNMr t�2ce Stinakel sol:Iv,M 49°k hash• )H - pdeaan aamnaWe de montage Weal. t prlo .c9f<17 C Se n° T i - — — ,- Fasten DTT1Z to deck joist with 50 ve y r,a .. de terrasae ` •• - ,TF.. - .a. - _ ___r'—.— — six SD o9x11/2°screws with a 1a- hex driver. . . L _ Fie a DTT12 a a togyuea de a patalorma con sets tomaioa SD K x 14'con un desatomdadot - - -- 4 II t la'.' Fuea le DTT12 0 b soave de ter.asse avec sot eta SD n'9 x I SPY avec une visscuse nexa9ore!e de 1/4' Install the SDWH screw with a 2Y6"hex driver. lrohle al tamale SDWM eon on desatomtaador DTT1Z-KT INNER hexagonal de W. Volga Iluni Sarni avec w venue Awe:gals de iC • -a _ ,.xi t. 14-1 P' .'^ ,4 y '•aa• e � f • ' ' wa .� yi +� .w } a � a�'y w. fde .i . ,� -Si.- V. • ,"a•_* , ► • =t ' - .a a- .•t. "sr.— Ve a -.Al'', - - 3. f'- • V .+ - Py, Ate_.„• , , . .• t 1 . -r • 9 r y •.,y,_ tom Deck Tension Tie installation Kit • �" Kdde,nst ,tesdeptataforma P Kifdiufald pourterrasse SIM SON taklStrong-Tie " i 010 ' „. Kit Includes El Kit Incluye I Le Kit Comprend "b'°4�' ; .... ` 4 x DTT1Z Deck Tension Ties " Uniones para posies de piatalorma DT T1Z I Tirants d'ancrage de lerrasse D. f )._ ' 4 x StronOrive SDWH Timber-Hex HOG Screws:.276 x r Fri s' '" Torniilos Strong-Drive SDWH TIMBER-HEX HDG:0.276 x ti V 5 a[lois hexagonales galvanisees a chaud Strong-Drive SDWH TIMBER-HEX HOG:0.276 x 8 24 x Strong.Drive SO Connector Screws:#9 x 1'h" +j • ... //may Tornillos para conectores Strong-Dove'SD'*9 x 1 1,12'I Vrs a connecteur Strong•Drive"'SD'n°9 x 11'2' ? } %If�/l DTT1Z- I . - - yA u 77 lit,..11414etit!. 1r a . ,�.. .`".=-gyp, r 1•, ; �,. w . .,` C ',� '4•�.3�A? .*.�' "t. '� �� ` .e�+ : ry1 P a .♦ ,4 r` t •_ i3 -'•.tmt f'' i { •S i is i t i t t '! -- O 9y + �.a . F..• t "K .♦ a.• to - r at• ':t