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38B-108 (13) r 25 MUNROE ST BP-2017-1335 GIS#: COMMONWEALTH OF MASSACHUSETTS Man:Block: 38B- 108 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ADDITION BUILDING PERMIT Permit# BP-2017-1335 Project# JS-2017-002211 Est. Cost: $46500.00 Fee: $302.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: KAREN CARTER 70008 Lot Size(sq. ft.): 14810.40 Owner: LIEBMAN JONATHAN B&ANNE FINE Zoning: URB(I00)/ Applicant: KAREN CARTER AT: 25 MUNROE ST Applicant Address: Phone: Insurance: 223 MAIN ST (413)221-7419 LEEDSMA01053 ISSUED ON:5/19/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:BUILD 14X24 COVERED PORCH AT LOCATION OF EXISTING DECK WHICH WILL BE REMOVED 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: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 5/19/2017 0:00:00 $302.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-1335 012 leNin APPLICANT/CONTACT PERSON KAREN CARTER ADDRESS/PHONE 223 MAIN ST LEEDS (413)221-7419 h"'p t AIL PROPERTY LOCATION 25 MUNROE ST r ' MAP 38B PARCEL 108 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST OSED REQUIRED DATE ZONING FORM FILLED OUT FeePaid /j �. Building g Permit Filled out ({/ /�l") Fee Paid Typeof Construction: BUILD 14X24 COVERED PORCH AT LOCATION OF EXISTING DECK WHICH WILL BE REMOVED New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 70008 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ,Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § - Finding_ Special Permit Variance" Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: _Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management mo ' • a „se Signa ure of Buildin 0 ficial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning& Development for more information. r Versionl.7 Commercial Building Permit May 15,2000 Department use only MAI $ City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT, REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office ?- 5 Ml&RO( S1• Map 316 Lot !D Unit NbY2-11 a‘ wPTUk/ MA ! Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: .OIJ L-t w 26- IAvi2.AE Ste , AbiziomprrJI✓, ,N4 Name(Print) Current Mailing y� -20 Signature EL "` Telephone 2.2 Authorized Anent: . Gke.ntn 223 AAA-1 /1/4/ s't- ; LASN'h Name(Print) Current Mailing Address: I-(j —22i - ? -t 1� Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building / a OC> (a)Building Permit Fee r. 2. Electrical cif?) 5� (b)Estimated Total Cost of 157 inConstruction from (6) i 1J 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+ 5) a5 ,s oD Check Number , 3fid / This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Version!.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations 0 Existing Wall Signs 0 Demolition Repairs 0 Additions 0 Accessory Building Exterior Alteration 0 Existing Ground Sign 0 New Signs 0 Roofing 0 Change of Use❑ Other 0 Brief Description Enter a brief description here. UI LD 14 ' < 2M ' CCW"" PdRCM ) tAoh4r"D4 Of Proposed Work: OF 6x r STI N G--b,ECk.„ 04(ACC M IAW( Ll- �aE kOvt'b SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A-2 0 A-3 0 IA I 0 A-4 ❑ A-5 0 1B0 ❑ B Business 0 2A 0 E Educational ❑ 2B I ❑ F Factory ❑ F-1 0 F-2 ❑ 2C 0 H High Hazard ❑ 3A ❑ I Institutional 0 1-1 0 1-2 0 I-3 0 3B 0 M Mercantile 0 4 0 — R Residential I� R-1 0 R-2 0 R-3 0 5A 0 S Storage ❑ 5-1 0 S-2 0 5B I 0 U Utility ❑ Spedfy: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1st 2" 2nd 3rd 3rd 4m 4'" Total Area(sf) Total Proposed New Construction (sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.C.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zone❑ Municipal 0 On site disposal system❑ Version!.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side 1.: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW © YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES © NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version!.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,010 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Genera ✓re�xM ia_. /-CGWt, t p-A/ Not Applicable ❑ - Company Name: f SAW . ette---re Responsible In Charge of Construction 22-3 24A J ST. L_s S ( N1 fr De 05-5 Address 1(3 -211 Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No 0 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,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. Signature of Owner Date , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor:up� rvp,sslam- y� Not Applicable 0 Name of License Holder'. Y-J`CF'LU C . ie ' ` C c - 09l/WO License Number 223 /OA ttJ sem, LCt-SI M A 6(05 7) 015//1) Address Expiration Datee eV -22r ^7 g/ Signature ' Telephone SECTION 13-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 `:,:\, I'he Commonwealth of Massachusetts mtm— Department of Industrial Accidents r .r._. — ' Office of Investigations �'-�. 1 Congress Street,Suite 100 Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation InsuranceAffidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): V.Dtre ti , a/c-g—'TL Address: Z'1-3 14/- 1 ki SI City/State/Zip: Ltf n SA 61_053 Phone #: AL;; ' 2-2- ' rel "It Are you an employer?Check the Appropriate box: Type of project(requi d): I.❑ 1 am a employer with_ 4• ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction !.Li I am a sole proprietor or listed on the attached sheet. 7. 10 Remodeling partner- shipand have no employees These sub-contractors have g ❑Demolition working for me in any capacity. employees std have workers' [No workers' comp.ifsJrce comp. insurance.* 9. ❑Building addition an required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions I.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' cop. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152,§1(4),and we have no employees [No workers 13.3bther(-&-ekta i.� ) b GC{L comp. insurance required.] 'cp p{p kletetre d kny dplicattPS disks box fin mm dm fill out thew:rico below Striving their workers oonpaeaticn polity infmmiaion. 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 state whether or not those entities have nployees. If the sub-mntradas have atployeg they rrurt prandether workers'comp.pd icy nurtra. am an employer that is providing workers' axnpetsation inslrance for myenployees Below is the policy and job site formation. Isurance Company Name: olicy#or Self-ins. Lic.#: Expiration Date: rb Site Address: City/State/Zip: ttach a copy of the workers compensation policy declaration page(A-towingthepd icy number and expiration date). ailure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ne 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 f up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of ivestigations of the DIA for insurance coverage verification. do hereby cent under the pains and penalties of perjury that the information provided above is —trueanAd correct. iy ature: I__ Date: /: V// ....— hone#: 4)3- 22I — 7'119 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#: City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: P 5 A vKit)G STR,tEl Montt A i-xPlari i4A,1 The debris will be transported by: N CWI-WLYL The debris will be received by: VfLu y el y c c-i &n-_ Building permit number: Name of Permit Applicant I<A-R-eJ C iIIY� Date Signature of Permit Applicant Northampton,MA: Residential Property Record Card http://www.northampton.univers-clt.com/view_property_R.php... Permit History Date Purpose Price 2015/10/26 RENO 2 KITCH& $105,000 2008/06/30 NEW SIDING $10,000 Out Building Information Type Qty Year Sizel Size2 Shed-Frame 1 1910 1 231 Flat Barn 1 1901 1 616 Building Sketch 6 16 Desc,ictor/Area A:25Fr/B 1158 sqft 8:1 5Fr 32 stilt 2D 25 25 C.FBAY/B 27 telt 4 D:2Fr ER 150 sqlt 8 6 2.5Fr/B a E:OFP 101156> W0 ft C] F.WooddDeck Wood Deck 15 204 soft u 281 8 12 29 11 14 22 5 Notice The information delivered through this on-line database is provided in the spirit of open access to government information and is intended as an enhanced service and convenience for citizens of Northampton,MA. The providers of this database: CET,Big Room Studios, and Northampton, MA assume no liability for any error or omission in the information provided here. Currently All Values Are Finalized For Fiscal Yr 2017. Comments regarding this service should be directed to: Jsarafin@northamptonassessor.us 2of2 5/18/17,8:56 AM a 5 ,44/17,,,,, ` • } T 1 ! 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T' ,- .. . :', x9. 5 MOVR6r" S7 Atera76tAr4 p-to Ai A lulding Deportment Plan Reviewii„Itit Main Street //�� MA wow 0 ritIvA iF �4l NCr 223 f� lry S jH ZoLen9 ' (�1�11 _'� 5-►......� �;SmN(rug 41522i � C)to 4-3 •- �,�� �_ L1c _0 ilkfrillii ---- - -''''..:st 0 it !" .1/70,.. 'eh l: . , , -- iti a. . , ilt 1 (6) • sr --- 3 — IZUDFjW/tL4 ?U �E F�-F1SffteDD�'A.�c7,ou Cr r�AAE4vi s-iLhA. p° �U/ ��5 •rPoRct footpp,N h,o7es; �, by 3a aiu�ai ,o LrllGss ni�r eb vEL" u a° X9C w, ?RA-Mtivi 0 8� ave „ errs /2 F CO nevcice& T1 C}t 8E4 c 4 toions fieiclnfkg„ �,GyC ial oc_S CJ ieQAN ebve, 7vefi;/ S.-/q1-/7 -// IV/ — 16u v C' 948 hq Qy-5 CHy of Northampton Bonding DeParmrent Plan Review 212 Main Street orthanipton,MA 01060 PSi ue d'lge A.MeiVr U Rea( Or or Jl QONleC1fbiKS MS ate. Sg, rz LQb ; � ascio fir Woc. Jul old Le/5e* 0 N 4Ve2se 5; dc. aga Se&7ory N, TS j9e 4,4),(ioi 91-lb I ks soolLs 51001.6 a9 ► o l�s FLOORS 11507.23 Ledger to band joist fastener details. l 4Ltc cr> --:k, and each device shall have an allowable stress design used in deck ledger connections in accordance with Table capacity of not less than 750 pounds(3336 N). R507.2 shall be hot-dipped galvanized or stainless steel and ;.The code requires decks that are supported by attach- shall be installed in accordance with Table R507.2.1 and Fig- ment to an exterior wall to be positively anchored to the ures R507.2.1(1)and R507.2.1(2). primary structure, and be designed for both vertical ry See the commentary to Section R507.2. and lateral loads. The vertical and lateral loads 8507.2.4 Deck lateral load connection. The lateral load referred to are code-prescribed loads such as dead, connection required by Section R507.1 shall be permitted to live,wind and seismic loads.The magnitude of the lat- he in accordance with Figure R507.2.3(1) or R507.2.3(2). eral loads to be resisted is not specified and must be Where the lateral load connection is provided in accordance determined in accordance with accepted engineering with Figure R507.2.3(1), hold-down tension devices shall be practice. installed in not less than two locations per deck, within 24 Attachment only to the band joist may not be suffl- inches of each end of the deck. Each device shall have an tient for the lateral loads. Positive anchorage of the allowable stress design capacity of not less than 1,500 pounds deck joist to the floor framing addresses this potential (6672 N). Where the lateral load connections are provided in failure. Figures R507.2.3(1)and R507.2.3(2)show typ- accordance with Figure R507.2.3(2), the hold-down tension ical hold-down devices that provide a positive connec- • devices shall be installed in not less than four locations per tion to the floor framing in order to resist the lateral loads. Figure R507.2.3(1) is based on a similar figure z STAGGER FASTENERS n'MIN IN2ROWS OO ® ji ® OO 5.5"MIN.FOR 2 X 8* 'DISTANCE SHALL BE PERMITTED TO 5"MAXI6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS ® ® ® O* 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS _ .„ TO ATTACH2X8LEDGERS TO2X8 2'MIN. BAND JOISTS. LEDGERf b\ LAG SCREW OR BOLT 3/4"MIN. e For SI: 1 inch=25.4 mm. FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS EXTERIOR SHEATHING SS EXISTING STUD WALL EXISTING 2x BAND JOIST OR ENGINEERED RIM BOARD opinammm 2"MIN m 1% DECK JOIST s/d'MIN 5"MAX. I �I ` LAG SCREWS OR BOLTS 2"MIN. A rig V FLOOR FRAMING JOIST HANGER EXISTING FOUNDATION WALL For SI: I inch FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS 2015 INTERNATIONAL RESIDENTIAL CODE'COMMENTARY 5-49 FLOORS r span [e.g., 40 psf load on a 16-inch (406 mm) span R507.3.3 Decay resistance. Plastic composite deck boards, j would be expressed as"16/40"]. Handrails and guard- stair treads, guards and handrails containing wood, cellulosic 1 rail systems,which are more often supplied as"kits"in or other biodegradable materials shall be decay resistant in packages, require labels on the items or on the pack- accordance with ASTM D 7032. aging. The maximum span (maximum vertical post a See the commentary to Section R507.3. spacing) is required to be on the label, as is verifying • compliance with ASTM D7032. R507.3.4 Termite resistance. Where required by Section Section 507,3.5 includes the requirement for the 318. plastic composite deck boards, stair treads, guards and handrails containingwood, cellulosic or other biodegradable installation of these PC productsions, inaccordancebees with materials shall be termite resistant in accordance with ASTM toensuethar PCs instructions, thehisthededtsign D7032. to ensure that perform to the required design loads, and installation instructions are an integral part *See the commentary to Section R507.3. of the manufacturer's labeling program. 507.3.5 Installation of plastic composites.Plastic composite The flame spread index of these PC materials is km- deck boards, stair treads, guards and handrails shall be ited to 200 when tested in accordance with ASTM E84 installed in accordance with this code and the manufacturer's or UL723. This is a measure of how rapid a fire will instructions. spread for these PC materials and is consistent with the requirements for interior finish material used 4 See the commentary to Section R507.3. throughout the building (see commentary, Section R507.4 Decking.Maximum allowable spacing for joists sup- R302.9). porting decking shall be in accordance with Table R507.4. 115073.1 Labeling.Plastic composite deck boards and stair Wood decking shall be attached to each supporting member treads, or their packaging, shall bear a label that indicates with not less than (2) 8d threaded nails or (2) No. 8 wood compliance to ASTM D7032 and includes the allowable load screws. and maximum allowable span determined in accordance with 4 Sections R507.4, R507.5, R507.6 and R507.7 provide ASTM D7032. Plastic or composite handrails and guards, or the prescriptive design and details for deck boards, I their packaging, shall bear a label that indicates compliance joist spacing, joist span, deck beam span, bearing � ./ to ASTM D7032 and includes the maximum allowable span requirements for joist and beams and connection of AA determined in accordance with ASTM D7032. deck beam to deck post. Tables R507.4, R507.5 and 4 See the commentary to Section R507,3. R507.6 are based on wet use and treated or incised CON; R507.3.2 Flame spread index. Plastic composite deck lumber. The span tables for wood floors in Section boards, stair treads, guards, and handrails shall exhibit a R502 are not appropriate for exterior wood-framed flame spread index not exceeding 200 when tested in actor- decks. Also, additional wood species that are not in dance with ASTM E84 or UL 723 with the test specimen Section R502 have been included. Table R507.4 pro- remaining in place during the test. vides for the deck boards to be either perpendicular or diagonal to the joist. The maximum angle of the diag- Exception: Plastic composites determined to be noncom- onal deck board is 45 degrees from perpendicular. bustible. The new tables are based on wood capacity using *See the commentary to Section R507.3. the National Design Specification for Wood Construc- t SHEATHING NOTE. SIDING THIS DETAIL 5 I9 APPLICABLE WHERE T LOJOISTS ARE I FLASHING FOR I PARALLEL TO DECK JOISTS. WATER TIGHTNESS IDECKING y 1m�1'1aN1I" APPROVED JOIST HANGERS 2"MIN pl,,r 2x LEDGER WITH FASTENERS {. IlLnnnl.M IN ACCORDANCE WITH TABLE R507.2 ___IHOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS �I AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24'OF EACH END OF THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/e"DIAMETER LAG SCREW PREDRILLED W/MIN.3"PENETRATION TO CENTER OF TOP PLATE,STUDS,OR HEADER. For SI: I inch=25.4 mm,I foot=304.8 mm. FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS A015 INTERNATIONAL RESIDENTIAL CODES COMMENTARY 5-51