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24D-190 (2) BP-2022-1065 45 FINN ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24D-190-001 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-2022-1065 PERMISSIONIS HEREBY GRANTEI TO: Project# 2022 PORCH Contractor: License: Est. Cost: 6000 SAM'S RENOVATIONS LLC CS-112866 Const.Class: Exp.Date:08/11/2024 MURRAY JOHN EDWARD &PAULA RIGANO Use Group: Owner: MURRAY Lot Size (sq.ft.) Zoning: URC Applicant: SAM'S RENOVATIONS LLC Applicant Address Phone: Insurance: 61 LAMB ST 413-535-8910 MPP 4663G SOUTH HADLEY, MA 01075 ISSUED ON:08/30/2022 TO PERFORM THE FOLLOWING WORK: REBUILD 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 NORTHAMPTON UPON VIOL TION OF ANY OF ITS RULES AND REGULATIONS. Signature: • /I Fees Paid: $65.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner 1 c v The Commonwealth of Massachusetts I �' �� Board of Building Regulations and StandardsMUNIFFOR ITY) Massachusetts State Building Code, 780 CMR USE , Builii ij Permit Application To Construct,Repair, Renovate Or Demolish a Revised Mar'011 ry 1- One-or Two-Family Dwelling 1 . This Section For Official Use Only Building Permit Number:'P 2D - /0&'.5 Date Applied: . ubc ay /4.-2 8.26-zozz Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers L(s Fc ►\r. S ,'— 21/13- 14D-00 l I 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zjning Information: 1.4 Property Dimensions: UKKG .at ercrzs 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 Supply: (MGL c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private❑ Zone: _ OderFlood❑Zone? Municipal On site disposal system 0 CheckSECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Rffeord: ,� 1 Pay- i K N 9 Ct_v`t, - MV .11 -G,y !v u !' ✓Ll1vr M P'r 0 10 b a Name(Print) City,State,ZIP T t-t. '��c ,A ‘ sec- (413 .,30 .9 KZ Z A Ur 6 3 e lywai .CO tA- No.and Street Telephone Ethail Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 I Repairs(s)till.,I Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': X.f-evJ Foo:;A •S (at;c.w.o..d Q itr ) (Lo r c_ rov4— 0 F G to , r\e w C c�,.(: AiS t •n s¢.1/44 J S e t o i-J,- col'-' - c I (z.e wA.../t e x Sr n c- c A:r\5 t v`d W 04,c, ©vs, Lift k 40 x,ncsFv,1N Cok.l SS SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 6 op O - op 1. Building Permit Fee: $ "-= Indicate how fee is determlined: ❑Standard City/Town Application Fee 2.Electrical $ 0 Total Project Costa(Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: mil .-R e- 5. Mechanical (Fire Suppression) $ Total All Fees: $ (05.51-±/ Check No.13 361 Check Amount,�, L Cash Amount: 6. Total Project Cost: $ la i 0 0 0 0" ❑Paid in Full ` ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) GLj-( (2 gt,4 cnl0.h�t a 1'(Ns e vt License Number Expiration Date Name of CSL Holder 1 ( � v.-ADList CSL Type(see below) Si- No.and Street Type Description tt ` A (6) Unrestricted(Buildings up to 35,000 cu.ft.) S O v 11 k 1 (1\/` A G(d 7) R Restricted 1&2 Family Dwelling City/Town,State,ZIP 1 M Masons, RC Roofmg Covering WS Window and Siding r SF Solid Fuel Burning Appliances 7 3 c c L &add�/QInpO�Lr,M I Insulation Telephone Email ess l D Demolition 5.2 Registered Home Improvement Contractor(HIC) '? 3 y. • Zy 94,Ik ( HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 1 �4 l-a�� S'�' Skl�w..A(VC V �(ti�'1D4 • 1)()IAA No. and Street Email a.r SOs) Aec3 5-3S110 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 .. . No .❑ 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 to act on my behalf,in all matters relative to work authorized by this building permit application. ee- CO �-� - � b �Zz - 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. 1 ca.v .� v\ (3wS J2 \ Cc --2-(g ' Z1_ 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'„w«.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" The Commonwealth of Massachusetts t` *- i=Air,' Department of Industrial Accidents 1 Connress Street,Suite 100 _=l - y Boston,MA 02114-2017 ``' _,,, w.wwmass goo/din 11 inkers'Compensation Insurance Affidavit:Builders/Conlractorata lectricians!Plumbers. 't0 hit t BAD N1'1N flit:PkitSit All 1IHNttll1. Annlicant lafarmatina 11 __ � i Please Print Lp trlhhy Name t►iusmeste'Ogtanirtation.lndittidurl):_ - ' a Vic i^T,,� {)w sCk— - S it's ; R c vA—of S Address: (p 1 1.444,txto SA— _ CityState/Zip: S ov \--L (-kr, &1a_i IQ Or Phone#: Li 13 "--3 S--- R i 10. Are pHs as esepister?I'herk the appropriate hot: Type of project(rag ,►: I.0 I am a employ et Muh enlivloyccs ttult and or pall-tinel_• 7. O New.constructit p I ama sok proptw�tat ut par1natshnp andlist martaplttyca-s Mot-kitty tut uric m S. �Remodeling wtr eapaciq.1�o%octets comp.MaahrK hWraa e alt 1 9. 0 Demolition ;.0 I am a IsatnRUMrn►a dwng all stet►m)wlt.1%40 Marken'cuntp.lttsutarr.ra-441mal 1' 100 Building addition =1 o I am a twnwcr+rnrl and vs ill he hump omit-actors to a-t*tdu.t all%tailk oh troy moped". I will alasuh that all iWrirnrtuts either have Mother.'eompettsatawt uanntanaY of AMC wir I I.0 Electrical repaus or Additions prvinietors Mlth no employees. 12.0 Plumbing repairs or additions 1{71 lain a general ethnic.►tot and I hate hied the subtiuntraekats fisted Litt the attached sheet. 13 Q 1100E repairs Thew sub<trhtrackus hake a-trytluaea-s and hake Mutheits'awnpc msutaa.e.: Ft❑Wir att air a 1pumtitar and its officers has a etcreats!their tight of exemptions a W iL.. 14.0 0fiser 152$1(4,and wit have no employees.[No fatten'camp.insurance required.) *Any applicant that checks Nun u 1 must also fill out the section Melow shuns ing thirst%others`compensation policy information. t IkxnavSails who submit this affidavit nukealrng they are doing all Mork and than hire outside contractors turd submit a Wawa atIdaa it ualwatmg such :C"ontra:t is that ehcrk this but must attached an additional sheet shut.ing the name older sub-contractors and state a.hrthsr to nut thane entities hake employees. If the suls.,unrractots hasli aataploi.►.. they must ptos,dr throe Msatketis"vamp.puh.y ntnnbet_ I am an employer that is providing warAen'compensation insurance far my employees. Below is the polity aatwdjaisir information. insurance Company Name: JrsAt A S ' POI s or self-ins.Lie.X: V�P P L{Ct (t 3 Lc'-- Expiration Data U- 2- 2 3 lob Site Address: -1 c f c ► i iJ 5 CitylStNdxip: Alai-44Act A.A. 1-0 r\ M.A Attach a copy of the workers'comprnsatwn policy declaration page(showing the policy number mad etpiratlen dote). Failure to secure coverage As required under MGL c. 152,125A is a criminal violation punishable by a fine up to$1,500.00 atxl'or one-year imprisonment.as well as civil penahica in the form of a STOP WORK ORDER and a fine 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 DMA for insurance rot erase verification. , 1 du hereby certify der the retina sett!1►a eiu then of perish t that she information provideed above it true aid aonacL titynatnur 0V3 (eta - 7-la ' Z 2— Phone It• (-1l3 5 3S S G I D Official use only. ,fro not write in this area,to be completed by city or town nilicurl tits or`Caton: _ . Permilil.icense It Issuing Authority (circle one): 1. Board of health 2.Building Department 3.(its(loan Clerk 4.Electrical Inspector 5. Plumbing Imptr"ir for b.Other Contact Person: Phone N: City of Northampton ,x, , s f Massachusetts '' ... 4G t,;p ji _! . at DEPARTMENT OF BUILDING INSPECTIONS , . - 212 Main Street • Municipal Building �� 411 yp^--' Northampton, MA 01060 Jp -- > o1 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: Se 1 ( A A a S4 A.k a..v.ac The debris will be transported by: Name of Hauler: CI1. • ct 01\/S C-NA SO ' °/�� 0 ''.1 Signature of Applicant: Date: '2_-(0` 2 CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD a I S SIDE YARD So SIDE YARD '0 c:6 FRONT SETBACK I FRONTAGE i! i Lf‘ .CINN cT Ex.5-19vi C. fie _L Ste. 5 7 SAD1• Q.Qe U 1(a- r OvtCk P,e r s e:k ak 5 - 1,x l0 5upfork c o`o,nti►t_g a)c k o ,o,sts e„U y i a ;Kc.tuts Sam's Renovations, LLC South Hadley Massachusetts 01075 E ST I MAT E *UST.000218 Bill To Paula Estimate Date ; 28 Jun 2022 1 Front porch makeover 1.00 6,000.00 6,000.00 Demolish existing porch from roof line down Pour new footings Frame new decking area Brown trex decking for floor White PVC board to cover under deck and wood framing on underside White vinyl railings or pressure treated wood solid railings to match rear porch (Customer choice) tooth In missing siding ��� Replace top step in bulkhead K • mow` -' {" ' 0, Q� Material labor dumpster and permit fees included �/ , n 2 New siding .00 26,250.00 .6, .•.00 St p ' • se and garage Supply a _ install 34sq siding on house and garage New trim co - er exposed wood on any windows and doors Current coil around , edows Is In good condition.Would recommend keeping wh : :nd Just adding trim coil to exposed wood areas(front door and b. . door) If new coil Is wanted or change of co :•lor(ex. - rim around windows And doors)then add 2500$to p If both projects happen simult- ,ously and you keep : (sting window and door trim=$3' �'o0 if both projects happe• , multaneously and we replace all m= -1 trim$32,500 Material la••r dumpster and permit fees included Total 312,250.00 Tota $32.250.00 Notes Looking forward for your business, Ma CSL General contractor HIC registered Lead Abatement certified Terms&Conditions 50% DiamondPier. FOUNDATION SYSTEM RESIDENTIAL DIAMOND PIER LOAD CHART lAS-Accredited Third-Party Bearing, Uplift, and Lateral Field Te 2 Minimum 1500 psf Silts/Clays (CL, ML, MH, CIS)' _ Model Pin Bearing Load 0 Equivalent Cylinder Frost Uplift Load Lateral Load No. /Length Capacity _ Base Area Comparison Zone Capacity Capacity DP-50/36" 2700# 1.8 sf 18"dia 24" 600# 600# DP-50/42" *3000# 2.0 sf 19"dia 36" *900# *600# DP-50/50" 3300# 2.2 sf 20"dia 48" 1200# 600# DP-75/50" *3750# 2.5 sf 21"dia 48" * 1400# *600# DP-75/63" 4200# 2.8 sf 22"dia 60" 1600# 600# IEquivalency to Traditional Concrete Footings Minimum 2000 psf Sands/Gravels (SW, SP, SM, SC, GM, GC)3 _ Model ateral Load No. / Pin Length Bearing Capacity Base ri rvalent ,-, Cylinder Upft Area Comparison fa Zone Capacity L Capacity DP-50/36" 3600# 1.8 sf 18"dia 24" 600# 600# DP-50/42" *4000# 2.0 sf 19"dia 36" *900# r 600# DP-50/50" 4400# 2.2 sf 20"dia 48" 1200# 600# DP-75/50" *5600# 2.8 sf 22"dia 48" * 1400# !"600# DP-75/63" 6400# 3.2 sf 24"dia 60" 1600# ' 600# IEquivalency to Traditional Concrete Footings I *Interpolated from field test values. Notes: 1. This load chart is intended for simple structures supported by columns, posts, and beams loaded up to, but not exceeding,the stated capacities. It is not intended for structures with asymmetrical, rotational, overturning, or dynamic forces. Intended uses are described in section 2.0 of ICC-ES prescriptive bearing evaluation report ESR-1895. Fa projects that exceed the capacities or limitations defined herein, or the intended uses described in ESR-1895, contact PFI for additional information or site-specific capacity evaluation. See also the Use and Applications downlo d at www diamondpiers corn. 2. Capacities shown are tested to a Factor of Safety of 2, and are applicable in properly drained, normal sound soils only, with minimum soil bearing capacities as indicated. Copies of the field test reports are available from PFI up$n request. 3. See IRC Table R401.4.1, "Presumptive Load-Bearing Values of Foundation Materials,"for a full description of applicable 1500 psf and 2000 psf soil types. For soils below 1500 psf, or soils with unknown characteristics,additional site and design analysis is required. For soils above 2000 psf,the values in this chart shall apply. 1 4. All capacities use four pins of the specified length per foundation. Pin length includes that portion of the pin mbedded within the concrete head. See"Check Your Layout"in the Diamond Pier Installation Manual for more info tion on pin/pier layout and spacing restrictions. 5. For professional engineers designing for short-term transient loads, contact PFI for further information. O 2018 Pin Foundations,Inc.All Rights Reserved.D000008i01.2018 4810 Pt Fosdick Dr NW,PM B 60 PIN FOUNDATIONS INC Toll Free: 866-255-9478 Gig Harbor,Washington 98335 Main Office: 253-858-8809 www.pinfoundations.com General Email: info@diamondpiers.com ESicC EVALUATION SERVICE' Compliance with International Codes Oti • Compliance�. pliance with State Codes www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® ICC-ES Evaluation Report Reissued December 2021 ESR-1885 This report is subject to renewal December 2022. DIVISION: 31 00 00-EARTHWORK entrained concrete has a minimum compressixte strength of Section: 31 60 00-Special Foundations and Load- 5500 psi (37.9 MPa) at 28 days, and a total air content Bearing Elements (percent by volume of concrete) of not less than 5 percent nor more than 7 percent, in accordance with'IRC Section REPORT HOLDER: R402.2. PIN FOUNDATIONS, INC. 3.2.2 Precast Galvanized Steel Anchor Bolt: The galvanized steel anchor bolt that is precast into the center EVALUATION SUBJECT: of the top of the DP-50 concrete head measures a minimum 1/2 inch (12.7 mm) in diameter and complies with ASTM DIAMOND PIER® DP-50 & DP-75 FOR BEARING PIN A307 as Grade A. The galvanized steel anchor bolt that is PIERS precast into the center of the top of the DP-75 cOncrete head measures a minimum 5/8 inch (15.9 mm) in diameter and 1.0 EVALUATION SCOPE complies with ASTM A307 as Grade A. Compliance with the following codes: 3.2.3 Steel Bearing Pins: The four steel :iearing pins supplied with each pier are made of Type 'E, Grade A 2018, 2015, 2012, 2009 and 2006 International Residential (electric-resistance-welded), Schedule 40, galvanized steel Code®(IRC) pipe complying with ASTM A53. For the DP-50, pins have a Property evaluated: nominal 1-inch diameter [1.315-inch (33.4 mm) outside Structural diameter; 0.133-inch nominal wall thickness]; and have a minimum nominal length of 36 inches (914 mm) or 2.0 USES 50 inches (1270 mm). For the DP-75 the pins have a The Diamond Pier DP-50 and DP-75 bearing pin piers nominal 11/4-inch diameter [1.66-inch (42.2 m) outside are used as foundations for the support of gravity loads diameter with a 0.140 nominal wall thickness]riand have a for exterior decks, including covered decks, exterior porch minimum nominal length of 50 inches. decks, elevated walkways, stairway construction and 4.0 DESIGN AND INSTALLATION accessory structures as defined in the IRC. The bearing pin piers are permitted for use in any of the weathering 4.1 Design: classifications defined in 2018 IRC Figure R301.2(4) or 2015, 2012, 2009 and 2006 IRC Figure R301.2(3). When installed in accordance with this report in minimum allowable 1500 psf(71.8 kPa)soils per IRC Table R401.4.1, 3.0 DESCRIPTION the DP-50 bearing pin pier with 36 inch (915 mm) pins 3.1 General: provides a 1.8 square foot (0.17 m2) bearing area for supporting gravity loads; the DP-50 bearing In pier with The bearing pin piers consist of a factory-fabricated, pre- 50 inch(1270 mm)pins provides a 2.4 square fbot(0.23 m2) cast, diamond-shaped concrete head that has a galvanized bearing area for supporting gravity loads; and the DP-75 steel anchor bolt precast into the center of the top of the bearing pin pier with 50 inch (1270 mm) pins provides a head; and galvanized steel bearing pins which are jobsite- 2.8 square foot(0.26 m2)bearing area for suppbrting gravity installed through holes precast in the head, and driven into loads. the underlying soil. See Figure 1. 3.2 Materials: When installed in accordance with thi report in minimum allowable 2000 psf(95.8 kPa)soils per IRC Table 3.2.1 Concrete Head: The DP-50 concrete head R401.4.1,the DP-50 bearing pin pier with 36-inch(915 mm) measures 10 inches (254 mm) by 10 inches (254 mm) by pins provides a 1.8-square-foot (0.17 m2) bearing area for 11 inches (279 mm) tall, weighs approximately 50 pounds supporting gravity loads; the DP-50 bearing pin pier with (22.7 kg), and is formed from air-entrained, normal-weight 50-inch (1270 mm) pins provides a 2.2-square-foot concrete. The DP-75 concrete head measures 11 inches (0.20 m2) bearing area for supporting gravity loads; and the (279 mm) by 11 inches (279 mm) by 12 inches (305 mm) DP-75 bearing pin pier with 50-inch (1270 mm) pins tall, weighs approximately 75 pounds (34.0 kg), and is provides a 3.2-square-foot (0.30 m2) bearing area for formed from air-entrained, normalweight concrete. The air- supporting gravity loads. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they'to be construed I as an endorsement of the subject of the report or a reco emendation for its use.There is no warranty by ICC Evaluation Service.LLC,express or implied as to am,ftnding or other matter in this report,or as to any product covered by the report Copyright 0 2021 ICC Evaluation Service,LLC. All rights reserved. Pogo 1 of S ESR-1895 I Most Wrdely Accepted and Trusted Page 2 of 3 4.2 Installation: 5.4 Frost protection for accessory structures defined by the IRC is beyond the scope of this report„except free- The site soil is prepared by digging a hole with a conical standing accessory structures constructed in shape, approximately the shape of the base of the concrete accordance with IRC Section R403.1.4.1, Exceptions head and slightly deeper than the pier itself, leaving loose 1 or 2, where frost protection is not required. soils directly below the head. The head is positioned in the hole to its midpoint, and braced as needed to plumb. The 5.5 The bearing capacity of the site soil must be bearing pins must then be slid through the holes in the determined in accordance with IRC Table R401.4.1. If concrete head, and driven into the soil as recommended in presumptive soil capacity cannot be assumed in the Pin Foundations published installation instructions, accordance with the IRC Table R401.4.1, the code leaving 3/4 inch (19.1 mm) of the pin protruding from the official may request a soils report. upper surface of the pier. Once the dead loads have been 5.6 The capacity of the bearing pin piers to resist lateral applied to the pier, the length of the protruding bearing pin and/or uplift loads was not evaluated for this report. must be verified and adjusted as necessary to 3/4 inch 1 (19.1 mm). The exposed end of the bearing pins must then 5.7 Use of the bearing pin piers where soil)constituents, be capped and sealed as recommended in the Pin changing water levels or other factors indiVcate possible Foundations published installation instructions. The deleterious effects on the pier foundation assembly, is minimum spacing of the installed bearing pin piers is 3 feet beyond the scope of this report. (0.91 m)on center. 5.8 Use of the bearing pin piers is limited to structures 5.0 CONDITIONS OF USE regulated by the IRC. The Diamond Pier DP-50 and DP-75 bearing pin piers 6.0 EVIDENCE SUBMITTED described in this report comply with, or are suitable Data in accordance with the ICC-ES Acceptance Criteria for alternatives to what is specified in the code indicated in Bearing Pin Piers (AC336), dated June 2016 (editorially Section 1.0 of this report, subject to the following conditions: revised April 2019). 5.1 The bearing pin piers must be installed in accordance 7.0 IDENTIFICATION with the Pin Foundations, Inc. published installation instructions, the IRC and this report. In the event of a 7.1 Each pallet of Diamond Pier DP-50 and DP-75 precast conflict between this report and the Pin Foundations, concrete heads is labeled with the Pin Foundations, Inc. published installation instructions, this report Inc., name and address; the product narhe (Diamond governs. Pier DP-50, or Diamond Pier DP-75); the evaluation 5.2 Wood in contact with the concrete head and precast report number (ESR-1895); the manufacturing date galvanized steel bolt must be protected against decay and lot number, and the phrase, "For Use with One and subterranean termites in accordance with 2018, and Two Family Dwelling Construction Ohly." 2015, 2012 and 2009 IRC Sections R317 and R318, Each bundle of bearing pins is labeled with the Pin and 2006 IRC Sections R319 and R320, as applicable. Foundations, Inc., name and address;1 the product Compatibility of the concrete head and precast name(Diamond Pier DP-50, or Diamond)Pier DP-75); galvanized steel bolt with wood treatments not the evaluation report number (ESR-1895); and the described in 2018, 2015, 2012 and 2009 IRC Sections phrase, "For Use with One- and Two-Family Dwelling R317 and R318; and 2006 IRC Sections R319 and Construction Only." R320, as applicable must be established based on a current ICC-ES evaluation report on the wood 7.2 The report holder's contact information is 1 e following: treatment. PIN FOUNDATIONS,INC. 5.3 In areas requiring frost protection, exterior decks on 4810 PT. FOSDICK DRIVE NW, PMB ; 1 bearing pin piers as described in Section 2.0 may be GIG HARBOR,WASHINGTON 98335 connected to and supported by a dwelling when (253)858-8809 approved by the code official. See IRC Section www.pinfoundations.com R403.1.4.1, Exception 3, as applicable. 7 f = . ----------y-21 V/ .r,4/4t°i // 1.- . \ / \\\\ FIGURE 1—DIAMOND PIER DP-50 and DP-75 ES • i vni 11,111( rvu i ICC-ES Evaluation Report ESR-1895 CRC Supplement Reissued December 2021 This report is subject to renewal December 2022. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:31 00 00—EARTHWORK Section:31 60 00—Special Foundations and Load-Bearing Elements REPORT HOLDER: PIN FOUNDATIONS,INC. EVALUATION SUBJECT: DIAMOND PIER DP-50& DP-75 FOR BEARING PIN PIERS 1.0 REPORT PURPOSE AND SCOPE Purpose.. The purpose of this evaluation report supplement is to indicate that DIAMOND PIER DP-50 & DP-75 bearing pin piers, described in ICC-ES evaluation report ESR-1895, has also been evaluated for compliance with the code noted below. Applicable code edition: 2019 California Residential Code(CRC) 2.0 CONCLUSIONS CRC: The DIAMOND PIER DP-50 & DP-75 bearing pin piers, described in Sections 2.0 through 7.0 of the evaluation report ESR- 1895, complies with CRC Chapter 4, provided the design and installation are in accordance with the lnternation- Residential Code®(IRC)provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued December 2021. ICC-ES Evaluation 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,LLC,express or implied as .., to any finding or other matter in this report,or as to any product covered by the report. Copyright®2021 ICC Evaluation Service,LLC. All rights reserved. Pape 3 of 3