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HomeMy WebLinkAboutBLD-19-001752 '0 clr, • t ONE & TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish :_ ;;::- a One-or Two-Family Dwelling RECEIVED This Section For Official Use Only --_-1 2411 Building Permit Nupmber. /JL,(7-/9"� /7. ate Applie • n• Z ,� 11111111 firs ...___-- ---.......e:..... . • -1:-A7 -% BUILDING DEPARTMENT Building Official(Print Name) Si attire, EIV date • _ • SECTION 1:SITE INFORMATION . 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers ' 5 GiclressiDlvll nr Vormo thrr-l- 103 lot 1.1a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 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: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flooyes Zone? Municipal❑ On site disposal system ❑ Check if yes❑ . • SECTION 2i PROPERTY OWNERSHIP' . 2. Owner'of Record: t(1'vblIel 8 mart'-Alyce Bernstein Yarmot.Aport no o& 075 Name(Print) City,State,ZIP 53 (ofieressi cnal Or 508-aig -gq(, mrnE0tH+(0 8 ROL. Corn No.and Sheet Telephone Email Address SECTION 3:.DESCRIPTION OF PROPOSED WORK'(check all that apply) - New Construction❑ Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition ❑ Demolition 0 Accessory Bldg.0 Number of Units_ Other 0 Specify: • Brief escriptionofProposedWorle: —P V-PX\iOW, \,D\n IeA1) rose, In avvro,(. a 7 4-- o A ' OL. ‘'{\C n ; ›C_ (A)Gtj1 _ 1/ ' . • . • SECTION:A ESTIMATED CONSTRUCTION COSTS. E p Item Estimated Costs: • • (Labor and Materials) .: . Official Use Only',' : • . I.Building $ .1:Building Permit Fee:'$:I cO Indicate ho fea is .e epriae :'018 7 ' Standardy/own Aplicatio pn Fee , . ;C 2.Electrical $ � Cit ' ' � �1 _ — ❑TotalProject Cost3_(Item 6)x multiplier... • i P. RTMuNT 3.Plumbing $ 2: Other Fees: $ i• .. t's 4.Mechanical (HVAC) $ 5.Mechanical (Fire Suppression) $ Total All Fees:$ ^� CheckN6. . Check Amount: Cash Amo lt•. ! ' 6.Total Project Cost: $ d 5� • OD a Paid in Full . *Outstanding Balance Due: 5 ic / M' SECTION 5: CONSTRUCTION SERVICES t ' 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street : Type . .. Description U Unrestricted(Buildings up to 35,000 Cu.ft) R Restricted l&2 Family Dwelling • City/fown,State,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) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address City/Town,State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AAPlI)AVIT(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 ❑ 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. • 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 applicationistrue and curate to the best of my knowledge and understanding. ' " l� 'i-aaicBBiny)S pvo q -ai7- �� Print Own 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.aov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dns 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" _ J The Commonwealth of Massachusetts ta! �.o •YgR TOWN OF YARMOUTH • t ° BUILDING DEPARTMENT .cCa �? 1146 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: • \/ JOB LOCATION: gen-1516 95 fongressionol tr Yoc ool-hFor4" n AMSTREET DRESS SECTION OF TOWN MEI- "HO OWNER" Mir aer4 R.-Inc-TR(ire PP -- n 508- 3(nD -gq(D(o 508 9 991do NAMEOME PHONE WORK PHONE PRESEkT7 MAILIN ADDRESS 53 (UnaCP SS(n 16 br OBJ X15 r�rrna i C1TY 0 TOWN STATE ZIP CODE The current exemption for'Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner. Person(s)who owns 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 attached or detached structure assessory 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;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. (Section 110 R5.1.3.1) The undersigned 'homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws, rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. I HOMEOWNER'S SIGNATURE Li. 1. . - APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner Agent h:homeownrlicexemp • • =". ' Information and Instructions ' • Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial • Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. . Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia ACS TOWN OF YARMOUTH . o •va c BUILDING DEPARTMENT f, - � — 1146 Route 28, South Yarmouth,MA 02664 "� s� 508-398-2231 ext. 1261 Fax 508-398-0836 • d BUILDING DEPARTMENT • DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L Chapter 40,Section 54 and 780 CMR, Chapter I, Section 111 S, [hereby certify that the debris resulting from the proposed work/demolition to be conducted at .� , ‘ 1 a Sr / pH- Work ddress r` Is to be disposed of at the following location: w4erit Gads d n-ltainer Sec Vice_ Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 1 . ,. . . 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''''.317' '''''tCr.-'at tp•-?t-^""*-''' - ,-.' -1 4.11k,":1J..3...3121.1.4.It41,1%.74r•R•A‘41k 40 '' - a & tut! la,,;:;-.1:ffiff_!-•;:i:c.',ii-tc-,;;;;Ltz:;-- -7,,,,-,,-..4.,..,! ...e -„s1,3,-.:--.,, ,_, - - . o�r }=.� c TOWN OF YARMOUTH_ .-wt- 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 RECEIVE® Ni Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 REC :0 E[p1ING'S HIGHWAY HISTORIC DISTRICT COMM TTEEEP 1 1 2018 YRITH SEP 14.2018 APPLICATION FOR OLD KING'S HIGHWAY ��pp TOyWNR�CtLERK CERTIFICATE OF EXEMPTION ApplinctirTis ekirW a a the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of Acts of 1973, as amended, for the proposed work as described below and on plans, drawings, or photographs accompanying this application. Type or print legibly: • '' II //` V Address of proposed work:LI S (C n9ren55i ennk t )- /Q 001+1 or1- Map/Lot# 1(D3 I la Owne s): mt( iQei A. (t1Gr 'W t{ 'e RPrns (n Phone#:508 -3(oa -9gLao All applications must be submitted bs)ownet'or accompanied by letter from owner approving submittal of application. Mailingaddress:53 �cngressionac br )6irmaiiiirri- IToX07,5 Year built: 0S-, I Email: IYl m E OI (o g AOL. COM Preferred notification method: ✓Phone V Email Anent/Contractor. Phone#: Mailing Address: Email: Preferred notification method: Phone Email Description of Proposed Work(Additional pages may be attached If necessary): Con51rucI- -veld 54vnc rt-itincfl wall • Close in 30 4, or walKoul- -Pun;in9 and remove. one windw o s ti Alt from 4i led rai(road -tile arca) new rcf i in tf;Q wall and grade_ 4o l`tetral,�/)/gj�rade o Signed(Owner or agent):'/ ' !aA t/• oii2 CP &, /a5 r7/— , Date: q /A I / In > Owner/contractor/agent Iss aware that a permit may be required from the Building Department.(Check other departments,also.) > This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. For Committee use only: Date: 9-11-iS Approved _Approved with chanceAp n Rte.T Amount SO Reason for denial: - " aWy SEP 13 2018 Rcvd by. YARMOUTH OLU KING'S HR SIWAY • Date Signed: 9/t,3/Z19/8 Signed: • 6 , #: 8 - E 1 U O APPLICATION v5.2017 I ( .____.__ - 1 ' I • - FENCE REQUIRED MITIGATION CALCULATIONS: at i NOTES WHERE WALL `�-� r.DAWN IS NAND 88 >30" REVE<,L m CAP STONE UNITS . P$•. •l . . RI ._ •• - •• • - I.*AMORAL WATER IS ECM k„...,../7 TC M ' "h:% �4`* F_='�'- I 1/2" x 5 1/4- J. THIS TO R/!•IS FOR PLOT NEO WWI ONLY AND Y /.�. Ai - mT,.kE_ I 220 SF 775 SF 995 SF1 N07 i0 BE USEDOSE. FCR LOT UNE STAKING CIL ANY / (ii / Fibetg1a55 OTHER PURPOSE. x r v/moi/ Pins 2740 SF OF MITIGAT.ON PROPOSED BETWEEN THE 0-50' OFFSET 4.CCHTRACTW SHALL BE RESPONSIBLE FOR 1 J //i// _ �� FROM THE BWV. NATIVE SPECIES PLANTINGS PROPOSED INA - CAL11NG OICSAFE(1-888-344-7233)AND J • R4 . 8' LOW PERM:ABILItt - L, EXSI1NG LAWN, MULCH, AND GARDEN AREAS. WRIMNO THE LOCA1W OF AU.UNDERGROUND& I - SOIL COVER • ' ( OVERHEAD UTLIES PRIOR TO COMMENCEMENT OF I �j ' •I� ) seri WOPK. s/ A uyl A I 5, EXISPNO SEPTIC LOCATION PER TIE-CARD ON • ' w,... $ - FILE WITH THE TOWN lurur • COARSE SAND BACKFILL a � AGAINST WALL FOR DRAINAGE - n e.WETLAND Mf%Eo BY BRAD HALL a BUJ < JL p ENVIRONMENTAL CONSULTING. / r1 I , 1 7, AUTOMATIC POOL COVER PROPOSED. / '-'^� ill N 4 I♦ KEYSTONE OR EQUAL RETAINING WALL UNITS 1B-X8' SET WITH 1' BATTER PE, .�i-,I I 1 - ROW FIBERGLASS PINS REQ. RECEIVED m • 6 • "X30" Crushed Rack or N . - ` Unreinforced Concrete LOCUS MAF Leveling Pad req. SEP 1 1 2O1H • SCALE 1'..20004 RETAINING WALL CROSS SECTION1.---"----) rte'?} I YAttMOUTH ASSESSORS MAP 103 PARCEL 12 • NOT TO SCALE ��1---(' / --,-�---'"" 'OLD KING'S HIGHWAY LOCUS IS WITHIN FEMA FLOOD ZONE X • t� y , - (AREA OF WITHIN L FLOOD HAZARD) AND \\ /�./ I 0.2 PCT ANNUAL CHANCE FLOOD HAZARD) • ( \—�•�/ ���wW�/•0' (�� 5 SHOWN ON COMMUNITY ANEL ZONE M,N u.1 FA \ > •lb6R'!V! ' 2500IC0559J DATED 7/18/2014 s A.6'-'-'.. ZONE x (02 PCT FLOOD HAZARD) u• L2`- jj ( I TE IS WITHIN ZONE II , ANNUAL CHANCE SA ( 2O�H FT QOD MNMD, ��,-�..� SEP 13ZONING SUMMARY EXISTING RNLROA TE WALL TO BE l - �/ ( ONING DISTRICT: RS-40 RESIDENTIAL DISTRICT REMOVED I �w 'uJ' - li I. zA--m....„:, `� YARMOUTH EXISTING RErAAINc WALL TO BE _ / - J'� �•' _ OLD KING'S HIGHWAY {IN. LOT SIZE 40,000 S.F. RE-BUILT MTH CONCRETE T af _ ExtsiREPLALwN a coca AREAWIVE S TO BE ��/ �J /?� '�(. ""-"- �,�A' ' {. t� .,...-W.......,.......MIN. RCIN. AF SETBACCK"'.... . ....._.K 20a- MIN. LOT FRONTAGE •., .»...,...._...- ... ("�s T°`�' ""`s _r� ;'Il j� Qr9 2 RECEIVED MAX. BUILD NG COVERAGE 25% STAKED SRI'FENCE WORK LIMIT LRE SOME ROTATION PLANTINGS TO TAKE /,j1 t 6 -•;, . C (A 73 , OWNER OF RECORD PLACE BEHIND WORK LIMIT LINE / ,M I Pt.. li /e l V rn: b ,�'/. ,LC j / �,P �. �. N° SEP 14.2018 MICHAEL S. AND MARY-ALYCE BERNSTEIN EXISTING BRICK PATO TO BE REPLACED '' �, / K WITH 6WESTONE r i '� \ - ".. 53 CONGRESSIONAL DRIVE ,( ? / ` TOWN CLERK YARMOUTH PORT, MA C2675 E%ISTNO LANDSCAPE TIES TO BE Q7-'7 . ` REMOVED-PROPOSED RETAINING �� `�'7. ��' x-��� I ��, /A�.Uc �� \I:1:m SOUTH YARMOUTH, M�EFERENCES WALL TO BE CONSTRUCTED /,� 'i (0 AR 2 \' e,1 b / it.„ ; o DEED BOOK 30519 PAGE 296 !:1 +fi: A �-�` '�'x 1 PLAN BOOK 234 PACE 53 • G 25.6 LOT MFA 1 '(... / i / PATO AT WALKOUT 27,4003 S.F. 1 4 -; I LONG POND °��P y WNroW / �� I V DwELLING "' .4'� �� r / /) 1 �_ E%15TINC 1 sC��r „fir / i��i (, 'I`Z9.;2-2 1 /III / r . : \1 ( /II 0,4 ('� ly Jar /— ,- r''"� (2a1 0 .(Lr `-y' I 1,/.7.c J� ( IJ .'1rib `I a' • ,IS ® /iAB EL SL0 \ 39iY T -32.5= SITE PLAN • 4, �, ' /RQPQSE° ' III (no %‘ gr i ,�/� 1 i :;,- ( } - POOL / \r ti „, ) ...,,-,-- mewl CB.ENC OF I Q' s f✓( i ` ” i, �'— ' .,( iJ '* (' • 45 CONGRESSIONAL DRIVE Myl i i I £2 O 61 ' 195 ,� - e�'. �)_1 ? � rf '� 1`,� ` YARMOUTH PORT, MA � / ) /I ' � „L Q - � 7 '1 , - _��'� ci 'L. M ���..�\ ao,. .a6 ' - � , PREPARED FOR !I,l ( :1 ` f ' ,�" . :'i! _ - '��t'' MICHAEL BERNSTEIN _� .� , f (i-`. ! --(�' ` � f: ` J DATE: AUGUST 16, 2018 F L"LF., off 508-362-4S4I l\\ OCYi,NM1XnRD r k4( „) j,3i w POOL' �✓ '� " •~ . „7------L 'n, kK saa-36z-9ABo 1•I CBI FNO1 I EQUIPMENT AREA I \1 I DPNIELA DAA ✓; eowncapa.eam • }`,i 2DyE X (AREA weLa % Q�MALW L -- - r Bloes{cr G lGn)L(Q a NR.D sO ". .. t, I ( • FL',L1D •FAZARD) -J • n' 45N2 •• ;- down cape endiner�ind,int. � ��� I 1.1 _ and w1Fh geld ,('o••3SF'4 .a, „ civil engineers S 5co16:1'..2D' r land surveyors i 1 S-ruic. risers ____ �O f 939 Main Street ( RFs 6A) 0 DATE DANIEL A. OJALA, P.E, P.l_s. ^ _ �� 0 DCE #18-217 O �- YARMOUTHPORT AM 01675 !8 • I 16-217 BERNSTEIN DMC / 11' / V 1( • f, ; , aE �� EcoA R C H I - T E C H I 6 school street t 508.420.5335 f 508.420.5304 HI 1E1 ASSOCIATES= cotuit,ma 02635 e info@architechassociates.com architectural design EXISTING WALL 4 FLOOR SYSTEM NEW (2) 2X6 P.T. SILL N- I, I SIMPSON URFP (UNIVERSAL RETROFIT ;.;,> FOUND'N. PLATE) INSTALLED @ 46" O.G. vil; >` VW/ (2) 1/2" DIA. ANCHOR BOLTS (DRILLED }I' .X 4" MIN. INTO G.M.U. 4 SECURED W/ ADHESIVE) t irn 4 (5) I/4"X3" SDS HEAVY DUTY CONNECTOR 'r'">‘: SCREWS INTO (2) 2X6 P.T. IP SILL ,i' 'k 'x 'j , , i, REMOVE EXIST. STUD WALL; >> INSTALL NEW 8" CMU WALL IN/ CONCRETE- FILLED CORES k 'v 1 ON EXIST. FOUNDATION WALL ' #5 REBAR (VERTICAL) @ 16" O.C. i DRILLED 6" MIN. INTO EXIST. FNDN. WALL; k;fi'�1 ' \- /- EXTEND. REBAR INTO CMU CORE AS SHOWN �i o 69/ 1-93, 1! r) — �rm - I y EXIST. FOUNDATION WALL -nm go p s• ow= 2 o v -. C moo 0 EXIST. CONC. SLAB o =, s m y O ii r8Zg 7 ` , , , ,, f ` ' 4 , , ` y ' , 1 OOy8 C A �p s M T -1 FILE COPY • =m � FOUNDATION DETAIL , SCALE : 3 / 4 " = 1 ' - O " ' architechassociates.com Y 1 • Simpson Strong-Tie Wood Construction Connectors SIMPSON • URFP/FRFP 'I o Retrofit Foundation Plates ts oc The URFP universal retrofit foundation plate Is the21/2'max. C new,Improved version of the UM offering increased %rye y U t load while maintaining the same adjustability during ' i1 } !� •� ,. I.�' d t installation.Ideal where there is minimum vertical "'ail,n t clearance,the URFP provides a retrofit method to �(��� JJJ �TTTr- o c secure the muds!,to the foundation.This new design /I( r / I C t allows installation flexibility when the mudsll is offset �q ( t,• �• "� / or inset from the foundation edge.With its metrication v of longitudinal embossments,stiffening darts and URFP /�( 6v; scalloped slotted holes,the URFP allows for a one-for-one replacement of W or%°mudsill anchors as well as fixity to both the SDS screws and required U.S.Patent Perwring ii concrete anchorage. ��-` The next generation FRFP flat retrofit foundation plate connects the muxdsdl to the foundation andF1 (FRFP similar) Typical URFP Installation for provides lateral bad resistance.This new design F2 Three Foundation Types allows the Designer to maintain the same prescnptive - . (End View) requirements when filling the original three holes, ! - -' _.S y URFP Installed oras an alternate,fill the newly added two optional •• \`1x1 t'rt:+s, �•�/��• on a Straight tnangle holes and Designers can utilize increased •• °Y)) \ \\ max. Foundation with bads and greater allowable spacing. /.4)::?: 2%• 'h•Offset Mudslll Material:URFP— 14 gauge;FRFP— 7 gauge b ,° I' try •' .. Finish:Galvanized.May be ordered HDG;contact Add a 12'-fag shim Simpson Strong-Tie.See Corrosion Information, between sate and sit when space s pp.15-13. . "' , between Vs and 1W. 1.1--------, Installation: I ---- .g� Men space exceeds 1W use the URFP. • Use a6 specified fasteners;see General Notes. o _ • Loads are based on test results using Simpson ® o ® alliel-SI— C' SOS Strong-Tree Strong-Drive•ye x 3'SDS Heavy-Duty ' ••1 screw Vrith Corrector screws,which are supplied with the URFP. r,, �• a length «.,,,,, .. N e ....._':. of 2W • For URFP,alternate lag screws will rot achieve "`'•%•..e-ea .� plus shim «,. .M p • : published loads. ..�....._ i1 thickness 0 • FRFP shall use a niinimurn Strong-Drive s, . •ti' Duty Connector screw length of 21/21 plus the shim ; ..._":11 . thickness.FRFP may be instated with W HDG lag screws.Follow code requirements for prednihrg. FRFP Typical FRFP Installation Codes:See p.14 for Code Reference Key Chart (screws not utcfrdecc — Foundation to Mudslll w Fo ®These products are available with additional corrosion protection.Fa more information,see p.18. F Fasteners Allowable Loads Prescriptive Spacing for URFP and FRFP Madel No. Anchor Bolt Sill Plate - Ref.DF/SP(160) cede to Replace Sill Anchor Bolts m My. Dia. Ft F2 Retrofit Foudation Anchor Model o 0© URFP 2 15 (5)'/i x3'SDS 1,530 — Number Anchor Anchor ® of tories Bolt Bolt FRFP FRFP (3)V:x 215•SOS Stories Size Spacing URFP with Three with S 2 14 1,065 I 365 Fasteners Fasteners cx -I.shim thickness ( 120 0• 8D Wdia. 6'oc. 6' 6' . 6' FRFP (5)v:x2%'SDS One story 2 +shim thickness 1.810 365 %'dia. 6'o.e. 6' 4'-3" 6' 1.Allowable loads have been increased for wind or earthquake W dia. 4'o c. 4' 4' 4' baring with no further increase allowed;reduce where other load Two stories applyW dia 6'o.c. 6' 4'-3" 6' duratons2.Each anchor bon requires a standard-cut washes The Simpson Three stories %°dia 4'o c. 4' 2'-10" 4' Strong-Tie Then HD"heavy-duty screw anchor does not require a wwher. I.'Presaiptive'denotes spacing requirements per the IE3C and designs 3.Nominal embedment depth for port-installed anchors must be a per the FIG and conventional provisions of the BC. mirimurn of 4'ands for use with SET-)(P"a AT-XP'structural 2.For design in accordance with the EEC Chapter A3.the URFP may be anchoring adhesives or Tam Ho screw anchors. used as a ane-for-one replacement for the alternate connections shown 4.For redwood mudsits,reduce F1 on 11-2-P to 820 b.(1,395 lb.for in Figures A3-4A,A3-48,and A3-4C. five screws)and on URFP 101.180 h 3.FRFP with five Strong-Dive"SDSs may be used as a one-fa-one 5.For installation on SPFAIF sill plates,use 0.86 x DF/SF allowable load. replacement for%'anchor bolts. 6.For additional retrofit information see 6a F-SEISRETRGD at 4.Spacing is bused on the parallel to plate load direction. strongtie.com. 5.v°'anchor bolt required for Seismic Design Category E. 45 UPDATED 02/12/18