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24C-115 (6) 144 FRANKLIN ST BP-2017-1491 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 24C- 115 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-2017-1491 Project# JS-2017-002487 Est.Cost: $63000.00 Fee: $409.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ERIC PAYNE 086442 Lot Size(sq.11): 6011.28 Owner: HAYHURST CHRIS atURB(IDov Applicant: ERIC PAYNE AT: 144 FRANKLIN ST Applicant Address: Phone: Insurance: 32 BURTS PIT RD (413) 218-4276 0 NORTHAM PTON MA01060 ISSUED ON:7/3/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:KITCHEN ADDITION 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: FeeTvpe: Date Paid: Amount: Building 7/3/2017 0:00:00 $409.00 212 Main Street, Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner Ok76, st# piretc -i7-(9c� File#BP-2017-1491 c/c 713 (17 APPLICANT/CONTACT PERSON ERIC PAYNE ADDRESS/PHONE 32 BURTS PIT RD NORTHAMPTON (413)218-4276 Q PROPERTY LOCATION 144 FRANKLIN ST MAP 24C PARCEL 115 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT 110/(9y Fee Paid Building Permit Filled out Fee Paid Typeof Construction: KITCHEN ADDITION New Construction Non Structural interior renovations Addition to Existing _ Accessory Structure Building Plans Included: Owner/Statement or License 086442 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INIbRMATION PRESENTED: '.1 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 Demolition Delay l/c�G— (r 7/3/ / 7 Signature of Building Official 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. �z a City f Northampton '=`'roi 4 ` 'r1 2 2 - Buil ing Department a . e •21 Main Street 0t d; Room 100 to - ` Nvi tl - ilpton, MA 01060s. phone 413-587-1240 Fax 413-587-1272 ;t• u Otherec tm .,r "P,._.>' 'e, ` .. '; APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address' '.lr This section to be completed by office Map C Lot /!O Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Gflrtts 4AYHUrz57— lyy /rnnlIAl Sf Ncrrhnarfred Di* Name(Print) Current Mailing Address' F613/ 99/- 92-39 (n `J Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: • Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building <- D r t, (a)Building Permit Fee 2. Electrical t r n �� (b)Estimated Total Cost of Construction from(6J 3. Plumbing �-� Building Permit Fee �` 4. Mechanical(HVAC) ( / 5. Fire Protection 6. Total =(1 +2+3+4+5) C '�j G rT Check Number 6/7 This Section For Official Use Only Date Building Permit Number Issued: Signature: Building Commissioner/Inspector of Buildings Date • EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING AL Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department l. _ Sin _ _LL —® T Lot Si Frontage Setbacks Front — _ Side L: i R: LL _. R _.I __.__ —_— Rear _ __u - Building Height I _ i --' Bldg. Square Footage i % --_, Open Space Footage ._.__..._ % I (Lot area minus bldg&paved -_ _—__ _—_. L _ parking) #of Parking Spaces ---- -- ---- Fill: _.._. __.._ i . (volume&Location) -- - t_ --- —_ A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO .O DONT KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES 0 IF YES: enter Book Page and/or Documentftl B. Does the site contain a brook, body of water or wetlands? NO (z) DONT KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained © Obtained O , Date Issued: i C. Do any signs exist on the property? YES Q NO 0 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 Q 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 © NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition Q Replacement Windows Alteration(s) Roofing ❑ Or Doors CI Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks ID Siding(o] Other[❑] Brief Description of Proposed Work: k. °.' ">`.•x rtt Alteration of existing bedroom Yes Y No Adding new bedroom Yes Y No Attached Narrative Renovating unfinished basement Yes hy. No Plans Attached Roll -Sheet ga.If Nei/house and or addition to existing housing, complete the following: a. Use of building : One Family / Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? M- d. Proposed Square footage of new construction. 5 l Dimensions 7 p ' e. Number of stories? f. Method of heating? `<< ' Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes 7 No. Is construction within 100 yr. floodplain Yes_No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, /Hsu 5 HAProc'n-$7 , as Owner of the subject property hereby authorize ( - '� ' ` "'�t- to act on my behalf, in all matters relative to work authorized by this building permit application. triCrs 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. Pant Name 7 . Signature of Owner/Agent' Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: i t. License Number • p Address Expiration Date Signature , Telephone 9.Registered Home knprovement Contractor: , , ': Not Applicable 0 -41:1E-1 Company Name Registration Number r h r C) AddressExpiration Date • - L Telephone SECTION 10-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...... ❑ Mryy City of Northampton !: r ' Massachusetts d% !� / rP. l� S t' DEPARTMENT OF BUILDING INSPECTIONS ; �- - 212 Main street • Municipal Building F cs Northampton, MA 01060 ^ arP ' AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation ("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes.Prior to performing work on such homes,a contractor must be registered as a Home Improvement Contractor("H1C"). M.C.L.Chapter 142A requires that the "reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence or building"be done by registered contractors. Note:lithe homeowner has contracted with a corporation or LLC, that entity must be registered Type of Work: T^r n : - Est. Cost: - - Address of Work: ,`".( • y�,.•.,. t ., _ � !n : ' Date of Permit Application: - , I hereby certify that: Registration is not required for the following reason(s): Work excluded by law(explain): _Job under$1,000.00 Owner obtaining own permit(explain): Building not owner-occupied Other(specify): OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBILITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: Date Contractor Name HIC Registration No. OR: Notwithstanding the above notice, 1 hereby apply for a building permit as the owner of the above property: Date Owner Name and Signature City of Northampton • ,o ' ti,vt,: Massachusetts -f�S.. -di h Ote t " DEPARTMENT OF BUILDING INSPECTIONS y. 4 212 Main Street • Municipal Building JS Northampton, MA 01060 JT w0\16 Massachusetts Residential Building Code Section 110.R5.1.2 Homeowner: Person (s) who own a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Section 110.85.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.R5, provided that if a homeowner engages a person(s) for hire to do such work, then such homeowner shall act as supervisor. Such homeowner shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. • City of Northampton .,rte �•.:, Massachusetts 4 Id tDEPARTMENT OF BUILDING INSPECTIONS ,-..� 212 Main Street •Municipal Building 'b Northampton, Ma 21060 mOt Debris 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 150k The debris from construction work being performed at: (Please print house number and street name) Is to be disposed of at: • R (Please print name and location of facility') Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) Signature of Permit Applicant or Owner Date L If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. Department of Industrial Accidents Office of Investigations _I /!'= 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): , _ _ ' Address: 1. City/State/Zip:T - •" - '1 ;-_" Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.ZI I am a sole proprietor or partner- listed on the attached sheet. = y- ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. e 152, §1(4),and we have no 12.0 Roof repairs insurance required.] ' employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box kl must also fill out the section below showing their workers'compensation policy mfmmation. 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 then workers'comp.policy information. l am an employer that is providing workers'compensation insurance for my employees. Below Ls the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: lob Site Address: 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: .a e gg Neto 4 _. 6 mT Se EP CONSTRUCTION PROJECT Revision Sheet �., 144 Franklin et Date _ _. . 1.Plot &19/2017 t?-1 / O I co Ell== li,--z,-; O aHamm". iv it m 9 1 e 2 " 1 Vl 0 j� qq -11i1 I '.. EP CONSTRUCTION PROJECT i Revision Sheet — 2. Existing First ,,.. 144 Franklin st Date 6/19/2017 Floor L 6 II L m _� w Scope of Work: Add Single Non e'x$'S•sIngle Nary addtibn N mar OfI �,—_.q..: $ ° ._:f--1' •�zP UT M1 MmablacllllMle ldklwncfpxmbn .`. I =- WOnagbe dime entrance m new muroom and.my L - . Mow ailke owa.anaap goat.m.(*et geryebawew enomce y o Md landing with stops at mor M addition '� 12 1 —_' Newlin(Sddm✓Enny -.. ,L t113 1 u O w a et 4a y '11r ,,.... 0 it l Z _. ._ _..,�_.,.. ._ i O N.T.S D. .. gga• W II : , '� Nor o - 2 11 m a 1FirC x IIS ' M! iii ' r u i� a IIi'11 w, \\- I II l a , _ r F. ` x A. 9 o v , k= �I� [- Ili ! 1-7-',:1":1H i{ ` EP CONSTRUCTION PROJECT Revision Sheet 4 144 Franklin st Date - 6/19/2017 Elevations Sia Lz .,14. ..2„„,,,_,,,,, ,xv ii". I • Y } III, 9. / ...... ,. 71".,i.-:S.. aC Ili _ EP CONSTRUCTION PROJECT Revision Sheet 5 144 Presidio of Dete __. . intortor '.. 6/19/2017 ,3t.54 rq° ' NEE. YYaTE PiE(/) 6Gz ciDLaw) a. 4 1 w>, 1( Al (' 812 pi flush _.. InI py L,C .�...�� 1.,..-_. ..,.. C Al II ag ao W 0 I Al 1 A2 -r-- III P.T.221215'O.Ctyp with Y n 0 e 2211gld Insulation 2 210 railer 15'O.C.lyp with^yp�///�� i I - A21 nigh densiynperolur lnuN0ent C `le _ ,z it I a 4 I .... a S a ▪ O Floor Framing Details [ _ r X �'1 n. 200wd Awning te•O.C.typ.with W f I 11 1 c R herglinsulationI t 1 Q ILL 9 1 1 n S PI I ii 1 N u vi _ 9 Z FRt l Wall and Roof Framing Details O ��6P�Peii• Wl� 1 a 0 is- U D. w I City of Northampton Mail- 144 Franklin St https://mail.google.com/mail/u/0/?ui=2&ik=39211afc3d&jsver—IEZ... CaY �g Charles Miller<cmiller©northamptonma.gov> `.s> on 144 Franklin St 1 message Charles Miller<cmiller@northamptonma.gov> Thu,Jun 29, 2017 at 12:26 PM To:eipayne@comcast.net Hi Eric, I'm reviewing the plans for this project and have discovered a few issues. r 1.The exterior wall will require an engineered braced wall solution. 2.The 3-2 x 12 beam supporting the addition does not make the span.You'll need to add a pier to split the span and once you have done that 2-2 x 12 will work. V 3. The header sizes need to designated and will require double jacks unless they are incorporated into the braced wall solution. ✓4.There is 16'of wall being removed and no indication of what will hold up the house.An engineered beam is needed and sufficient continuous support to appropriate bearing. ✓5. The floor insulation needs to cover the entire perimeter. V6. The exterior walls need to be R-20 minimum. J7.The roof must have R-49 and requires ventilation above,proper vents. ..Qt All floors and walls must be air sealed before insulating. Thanks, Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg 2X12 R/1 f TER- SI MtSbN QMGOT ZX LVL 1 of 1 6/29/2017 12:27 PM oldowns&Tension Ties SIMPSON STHD/STHD Strap-Tie Holdown EEpEp . Thsproduct is preferable to similar connectors because of 3y Sip a)easier installation,b)higher(pads ellower installed cosi Or acombination of these features. 1 ( The STHD is an embedded strap-tie holtlown offering high load capacity post. 0 a staggered nail pastern to help minimize splitting.The STHD incorporates many la Fes that aid correct installation and improve performance.When installed on Nails are countersunk for ! arms with the StrapMated strap holder the unique design of the STHD delivers - a low-profile strap surlace. N .nced stability before and during the pour to help prevent both parallel and I' Sia endicu of movement (relative to We form).This results Inaccurate positioning I a - y e strap and reduced possibility of spelling, N CURES e •The nailing pattern allows for nailing to the edges of double 2x's be - •Strap nail slots are countersunk to provide a lower nail head profile Et •The slots below the embedment line enable increased front-to-back 4 Iw 4h• . mawconcrete bond and help to reduce spalling •Rim joist models accommodate up to a 17'clear span without any Embed ent /� r'1- lass of strap nailing DM QuH /id ENTAL LSTHD8. LSTHD8RJ-14 gauge,all others-12 gauge Concrete) I• SH:Galvanized 031 / le tl r FALLATION. •Use all specified fasteners.See General Notes an page 45. �' / Hfr n� • �� • • •Use table below for both standard concrete and post-tension slab installations. _ ,a • '� ( tr"1` •Install before concrete pour with a StrapMate,or other holding device. r- 0 •Nail strap from the bottom up. Install strap plumb_ LSTHD8 varies from 4'to4W f •Strap may be bent one full cycle(bent heniontal 9O then bent vertical)to STHD10,STHD14 varies \ et - }i1 aid wall placement,but may cause walling behind the strap.If the span Is from 435'to 5H' 4C 1 or less,measured from the embedment line to the bottom of the spall, _ full loads apply. 1"too'spells for LSTHD8 achieve 0.9 times table loads. .. f STHD STHD1 0 and STHD14 achieve full load for spells less than 4'.Any portion U S Patent Typical STH014RJ 1 of the strap left exposed should be protected against corrosion. 5.813182 Rim Joist Application •Other than where noted in the two-pour detail,do not install where: • (a)a horizontal cold joint exists within the embedment depth between the slab --- -- and foundation wall or looting beneath,unless provisions are made to transfer For Two Pour Installation for Downturn Footings the load,or the slab is designed to resist the load imposed by the anchor;or •For STHD10 installed through a 4"thick slab, use the equivalent (b1 slabs are poured over concrete block foundation walls. 8'stemwall loads of the LSTHD8. •Additional studs attached to the shearwall studs or post may be required •For STHD14 installed through a 4"thick slab,use the equivalent by the Designer for wall sheathing nailing. 8'stemwall loads of the STHD10. •Wood shrinkage after strap installation across horizontal members may cause •For STHD14 installed through a 6"thick slab,use the equivalent strap to buckle outward. 0'sfemwall loads of the LSTH08. CODES:See page 12 for Code Reference Key Chart sion Loads for STHD Installations WINO AND SOC A&B-ALLOWABLE TENSION LOADS FOR OF/SP/SPF/HF(160) n Madel No. Strap Length(1) m — le I Required Non-Cracked Cracked Code all Standard RimJoisl ' Standard Rim Joist rl (in.) Nails - - Ref. 11 (In) (in.) _ Mitlwallyorner Endwall Midwall Corner Endwall LSTHD8 LSTHD8RJ 18% 32'/e 1 8 20-16d Sinkers 3115 2700 1690 2675' _2320 1455 —-. STHD10 �STHDtORJ 24% til 381 t 10 24-16dSinkers 3820 3820 2050 3140 1 3140 1705 STH014 STHD14RJ 261/4 39% 14 30-16d Sinkers 5150 5150 3200 515015150 3200 125_ LSTHD8 LSTHD8RJ 18% I 32'/8 8 120-16d Sinkers _3115 - 2700 2230 2675 I 2320 1915 F33 3 i STHD10 STHD1ORJ 24% 381/4, 10 28-16d Sinkers 4755 4120 3145 4195_3500 2585 STHD14 STHDI4RJ 261/4 1 391/4 I 14 130_164 Sinkers 5345 L 5345 4210 5345 ; 5345 4210 _ ' SOC C-F-ALLOWABLE TENSION LOADS FOR OF/SP/SPF/HF(150) In. ModeI No. StrapLength L 7 _. m - a , 9 Joist (I ) I Required Non Cracked Cracked Code ag Rim Joist in. Nails - - _ Ref. • Standard Rim Joist Standard n (in) I On.) I Midwall i Corner I Endwall Midwall Corner I Endwall LSTHDS LSTHD8RJ 18% : 321/4 8 I 16-16d Sinkers 2270 1 2090 1220 2250 1950 1 1220 STH010 STHD1ORJ 24% r 3818 10 18-16d Sinkers 27502750 1615 2640 2640 1435 STH014 STHDI4RJ 26/ 39% 14 22-16d Sinkers 3695 3695 I- 2685 3695 I 3695 r 2685 125. LSTHDB 1 LSTHDBRJ 18% 321 8 16-164 Sinkers 2615 2125 : 1635 2250 _ 1950 1610 F33 3 STHD10 STHD1ORJ I 24% 381 10 L 20i-16d Sinkers 3400 2940 2295 3400 , 2940 2175 , STHD14 STHD14RJ • 26Ye 39% 14 1 24 16d Sinkers 3815 3815 36003815 3815 3500 owable loads are for wind or seismic loading.Nail quantities reflect an are as follows:Installed on framing:LSTHD8=0.089',STH010=0.11T and STHD14=0.118'_ 'crease for duration of load with no further increase allowed.Reduce Installed over structural sheathing:LSTHD8=0114',STN010=0146'and 'here other loads govern_ STHD14=0.164'. oncrete shall have a minimum concrete strength,Pc of 2500 psi. 6.Multiply Seismic and Wind ASD load values by 1.4 or 1.6 respectively to obtain LRFD capacities. Od common(3'tong x 0148) 7.Per 2009 and 2012 IBC Section 1613.1,detached one-and two-family dwellings in Seismic Design Category ISOC)C may use Wind and SDC A&B"allowable Toads. 8.Minimum center-to-center spacing is 3 times the reported embedment(Smin z 3x18)for STHD's acting in tension simultaneously.'Orwell install is based on 1 5xl8 end distance_ se the specitled number of nails listed in table or as specifiedin many 9.See T-SCLOOLuM N for Installation on structural composite lumber posts or columns. ases.not all nail holes 4 be tilled.Nail strap from tee bottom P. 10.For brick ledge applications,use full loads shown for STHD14 installed in 8'stemwall. erleckon at highest allowable loads for install over wood double studs II NAILS:16d sinker-0.148'Ma x SW long.See page 22-23 for other nail sizes and information. 51 Ho/downs&Tension Ties SIMPSON LSTHD/STHD Strap-Tie Ho!down ca 1� �� I6 rili e eI COI :°1 ooh ;°I of 010 I 3 , x zwe .. a =66'`,..< n_rebar e' <-L.Min rebar ngth is lelength is 2xl¢ 32'Mel p .'i K;e 'h ' l 2 mm.or 2 lane -Min.end dstancs th -la" Nle r- Min rebar �rh Typical STHD14 all5THO14 Typical STHO14 Corner Installalian Midd Wall Installation End Wall installation • I A. _. A Strap may be bent i V V one full cycle which includes bending the strap straight Strap style Strap style and aiding for wall holdown holdown placement For prick ledge,bend straight to be vertical to Slab Cold Joint inside face of wale thickness I I� _ ® / Brick I Brick T 83'to5" 1 �!. �� Ledge Ledge '� I- Y4 Rebar le le Effective 3'to S _p4 Rebar tr One 04 rebar E •mbed Maybe ! ; �� IL —Sik014-RJ t,STH014 foundation ` May#4be redo 1 bend slrarght rebar eorn Maybe r_- I instal 4'our Concrete ponttensionfoundation , , , , , aside face of Concrete rebar or concrete wail. foundation foundation p by others by others tendonnsion i � Ay t„,don. Single Pour Rebar Installation Two Pour Installation ~B"Min 0"Min' 'Maintain minimum rebar cover per for Downturn Footings Brick Ledge Installation Brick Ledge Installation ACI-318 concrete code requirements- with Step without Step Spall Reduction System ~structural for STHD Holdown (m shed'hl" FEATURES • Budbin tab. .. ev1 Shearwall • StrapMatew locator line, b'aohr°9m�� —Sill II SS • Additional diamond hole in RJ versions. + ��.Patent BENEFITS - _- sTss.ass amino nailsst 'I strap Built-in Tab: 1I anchor nalsanu bolts ct hinfrom tle. g ctin •Reduces spatting and costly retrofits. p as pe••code •No additional away rra iesta'J. �II I •Holds SOHO away from form boar �8: 1I I e bo' Slrasy napale Locator ensureLinel� O en, •Easy nspE hon to proper location. 15°. b •Allows adjustment wnhootrent amgSTHD. l 141 �' of rc lar Additional Ofamand Hole. A _ IIti I ° hocr = One Tor fastener to help prevent the STHO RJ -a- { Pdsf c „wing out at the rim tol5 sect'on. S q= i STHD Over I , . _ ' cha,rw,h n'nnm,nm i Hr-1 (3)2 xu9.t.n O / Moor Moe.an ---(— 0=9A\ _ L ' 10m f1B�� Pier /2" a O P.L4x 11 t0"O.C. waa 8" R 99 Maki Insulation l \ n 1L g3q+2."‘-‘811. a I J aall eaam(Aerie- lan.WIMIY IBJ Rqn density Reeram lbulwon c 5 o 12 'ti Framing Details (23 1x12 ��'L„__ - u ax&wan framing 16O.C.tya.with F I C R19 nbrylm Insulation 1 ' Q C W L. cc g 4• DJ I I S -- t-114R3 5}1--ar fit- .- - z r 0 0° Wall and Roof Framing� Details F 0 i R I Z 0 I 0 is to