Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38700-Z
�t1EE0[�-�� Town of Southold 9/15/2015 P.O.Box 1179 53095 Main Rd ��c,` {4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37777 Date: 9/15/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4145 Pequash Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-2-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/30/2013 pursuant to which Building Permit No. 38700 dated 3/5/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered entry and screened porch as applied for. The certificate is issued to Brockhoff,Kurt&McKillop,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0003 12/24/2014 ELECTRICAL CERTIFICATE NO. 38700 6/16/2015 PLUMBERS CERTIFICATION DATED 9/14/2015 W ter Marczewski AwlAuth Sig.ture - TOWN OF SOUTHOLD ��o�S�FFOI4% BUILDING DEPARTMENT +o . TOWN CLERK'S OFFICE ‘1-2# .4 SOUTHOLD, NY � $ol � �ao�', BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38700 Date: 3/5/2014 Permission is hereby granted to: Brockhoff, Kurt & McKillop, Kathleen PO BOX 775 Cutchogue, NY 11935 To: demolish & construct a single family dwelling as applied for At premises located at: 4145 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-2-9 Pursuant to application dated 12/30/2013 and approved by the Building Inspector. To expire on 9/4/2015. Fees: DEMOLITION $400.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,340.00 CO -NEW DWELLING $50.00 Total: $1,790.60 i&A-Gd; :. (--/- Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. /OA 3 /r.3 New Construction: Old or Pre-existing Building: (/ (check one) ,/ Location of Property: 3/4 4{5/- ,DS s Hi 4- � /41.7{ G!� /GGY D pi House No. Street Hamlet Owner or Owners of Property: /44,4,----( CJ 4j,//fr,44:y Suffolk County Tax Map No 1000, Section Block Lot Subdivision /\ Filed Map. Lot: 0 Permit No. ,3 8 D Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ 5>V`( Applic ntnature II�®4�QF soot,: •• Town Hall Annex � % Telephone(631)765-1802 54375 Main Road % 1 Fax(631)765-9502 P.O.Box 1179 : G h ,1k .r roger.richertRtown.southold.ny.us Southold,NY 11971-0959 �` �® r U. iii %•... I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Brockhoff Address: 4145 Pequash Avenue City: Cutchogue St: New York Zip: 11935 Building Permit#: 38700 Section: 137 Block: 2 Lot: 9 ` WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 43 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors 4 Main Panel 200A NC Condenser 1 Single Recpt 3 Recessed Fixtures 14 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A Switches 29 Twist Lock Exit Fixtures TVSS Other Equipment. 4- Paddle Fans, 4- ARC Faults Circuit Breakers Notes: '''.7---61.164-- , Inspector Signature: Date: June 16, 2015 Electrical 81 Compliance Form.xls • ilF " •• __1�` 4c sot/45,- Pto Town Hall Annex � 3O : „ 'veo lig * 's kc 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION { (FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT,r• N [ ] CAULKING REMARKS: " A/ DO NOT PROCEED WITH FRAMING UN-IL SUFI*/ OF FOUNDATION LOCATION HAS BEEN Arrncreca DATE 05/3o* INSPECTOR 21-6?-e----e 9 F 3 82co4__ ,,,,,,,,,, ,,,, _.. ere to_ss: . i'liig cf„ lig i TOWN OF=SOUTHOLD, BUILDING DEPT. - - 765-1802 ' SPECTION ' ' ' ,, [ '/7/1/ ] OUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: Z 71/ g-as2,- -.i / i'9-, e ,,,,LA,Li-it.,7 , .ii-py /<-4.#7 /7 ( iii, ...____ iiik,o ,),6L vt t 1..,:,,,i, -'"--6--1- ' ,. ,„ ,,f1).-J7---4._ A . . DATE ' INSPECTOR e / 38 7 0-0 '=_4OOUtf0-1 TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / RAPPIN [ ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ---C : i •(87 DAT INSPECTOR ` ao11, °-° TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [[�\ ''] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [p(] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14CA, --�- A DATE INSPECTOR --------- --- i_ cf t. TOWN OF SOUTHOLD BUILDING2DEPT. ' 765-1802 INSPECT) ON [ ] FOU ► ' ATION -1 ST [ ROUGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /1141-1./ MAK- Mi -AVIfMra ( de./ DATE INSPECTOR j ,,,,,,,,,,,,, 3 8 76 63 1 1,�O��OF SObT,yolo\\ * C; ao,1? TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTON [ ] FOUNDATION 1ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R TANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0,1 --,----- , i , , ...., _ __, Ar / _ ___ cie(--. , .,) 0 DATE i ( ( 6 ` INSPECTOR .i-...../ `' I g 7 e-c) a ,,,,,,,,,,,, ,,,',,,,F SO(/T�o *,__, , .., �yc urm,N�'1� , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC7N - , ] FOUNDATION 1ST [ LUMBING [ ] FOUNDATION 2ND [ ON [ ] FRAMING / STRAPPING [ [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE Y10 'TION [ ] CAULKI G - . MKS: tilLe, f Lr r ., 0, arlit - 7 g) -(0_,N-uf&,, cc-,4 pato srociii,s- , 0 C.44f#J 5- A /L(..d-ti.,__-.. ---eii--4 svo-u Ar- f--1., : DATE r , INSPECTOR . ��,,�' �OF SO(/ryp ec€ tss\ * * c401\6° TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 3-140e, — a< 1, �5 DATE INSPECTOR 3 67(x)f---- t\ * , cc• ,44 , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INLA116N [ ] FRAMING /STRAPPING [ 4f11AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ?__CO f4 IP M44,1, f I 1 r _z/ALf//4.L, DATE INSPECTOR 4/41 2, ' ‘r's • -; FIELD IMPS 'ON REPORT D. , ,. COMMENTS 'OUI4DATION(1ST) '' P L` C9 0I ' `,. Vie.-��` ad0 i . �I, ^, � 7,-viz (- 1 � FOUNDA ".4 ,, T`YON(2ND) 111.11 t , , -,-riri A, Awir„,,,, , r , efflpyi , , f, ape ! ..... „,,:i., 7/ 5,.. . ,• • ,i„,...g 0--\6A . • f ROUGH FR AMEi & ?--,e.-:<- . �, PLUMBIIN GeZ rffit 1. Y/ c . la, f...-- ff-----jd,0„..4" e)* „),----,,,..‹. 10 0 i _/ OY� le- ca.---Q.; ' 61 Dui ).._ , 0 M INSULATION PERN.Y. H STATE ENERGY CODE . 5• ' .r'. -`' ! I.4,4 :� 1,;:' sl ___ , ; sem... `® i r�� , , 44. . ,Ig-- . . b meg® ssn, ' _ ✓A , c. , 1, Z FINAL , I IIf Cr- 1 £ P 1,4 . :/rage/ /Olt /16,-, , - -i , "` Al -- - -ADDITIONAL COMMENTS • --- - - ,. - WNW I.- . J ' - 1 . ,P r ' . ' I' ' C—( -H o Z m : . . • if • ;• • / TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health' SOUTHOLD, NY 11971 ---a4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 . Survey SoutholdTown.NorthFork.net PERMIT NO. 32 ?00 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 5/c/,20 /r Storm-Water Assessment Form / Contact: Approved 3/ �j,20 / Mail to: e 0. 60-y. -11 5 Disapproved a/c 6G � -L1 ,r9L, . N•y. f16t355 Phone: 5\(o 3 l 5' a%01 Expiration q/5 ,20 65 Building Inspector E G E \I E fl APPLICATION FOR BUILDING PERMIT Date , 20 FEc0, 2013 LJ INSTRUCTIONS pliction-M ST •e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 setsuta1'eI t plan to s ale.Fee according to schedule. b.TP16trpla I4ving • a ion of lot and of buildings on premises, relationship to adjoining premises or public streets or -.s, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector \ issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. • (Signature of applicant or name,if corporation) Pv. (3o-,4. -1 5 N-y. 1lc,3S}. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0wr er Name of owner of premises Kw+ I roc_L ko- - o >> (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer • (Name,ai-af i e,4f;ceorpoyate!o,fficer) atai-v:ir.; MIA Builders License911`o."1- '"'' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 41x-15 & L.c4 S Pt l.,ori House Number Street Hamlet County Tax Map No. 1000 Section 1 1 Block oL Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy pr 'c-kms re..5 ;cls.- - R-e_.s cL - --h cam\ b. Intended use and occupancy rc.S; cL-e----\S — sZ. s cL:e,.1-;,\ Lo.e-ll ; 3. Nature of work(check which applicable):New Building Addition s/ Alteration Repair Removal Demolition Other WorkR,,e-b ;%a..2-,c;s�;-. _ adcL;+to-ti•t (Description)5q.-. 300' 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units o --- Number of dwelling units on each floor vr`e_ loo If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front vl Rear 36' Depth 3i, Height Number of Stories ®t Dimensions of same structure with alterations or additions. Front 0251 Rear act' Depth '-1 S' Height Number of Stories 0 r1-€ P►cJ :+��: X0.1 Sc%�e.. coon. tL{'• t�' 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories o, 9. Size of lot: Front 1S Rear 1 5% Depth "'` 3o0' 10. Date of Purchase D2c.e_re.- soot¢ Name of Former Owner _11 Ar,.. G e r•�.�o 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of premises �`tc ,Roe AddressMINNS? 1. A• Phone No.Sly. 313- (va-ta Name of Architect E.l ems,r'�.So -3 o'- Address1'5o Ra.6-+-t-I..Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO , * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU61115050 (Contractor,Agent, Corporate Officer, etc.) Quaff in Suffolk County Commission Expires April 14,20/ cd.- of oof said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me t day ofC04W 20 13 7/f G-L41-"--J\ � Notary Public Signatifezof Applicant . CF/ SCOTT A. RUSSELL . �`., eo—,-z,} JAMES A. RICHTER, R.A. SUPERVISOR Y t`�� L '`., , MICHAEL M. COLLINS, P.E. :. ,� It f`a�t ' TOWN HALL - 53095 MAIN ROAD �.. 7, TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 ` "'" { �rrw; c+:° ,�+ Fax (631)-765—9015 MK_IIAL! COLLINS,jj DOWN SOUTHOLD NY_t_S' 9� $� �s ,,� JAMIE MC'II ILR;c+`,1O14N SOUTHOLD�!Y I.!_ OFFICE OF THE ENGINEER TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET (To be completed by the applicant) TO: Engineering Department PLEASE ATTACH: FROM: Building Department ❑ Copy of the completed Application for Building Permit DATE: /2-/3o /J3 ❑ Stormwater Management Control Plan APPLICANT: f ocJ()- ,f,< ❑ Completed Stormwater Management S.C.T.M#: /000— /37--2.--7 Control Plan Review Checklist PROPERTY ADDRESS: Li/yS e6-62 uA 54-F AvGa v Co7zr+oC.,u6/fir' /MS-- BRIEF / 35-BRIEF PROJECT DESCRIPTION: i ',o E' 5/,,) 6/_ le-4-341(J,y AIi Li./N 6i ig6eul4,0 P/771-- ',1. cooTPef,v-r /4iv0 4DoeTi0,41 L SQ) 6)0T96G. 6 I d h e ?LIVP 4 of 1 7 t' Pre * 15 f/ (boa. 64. /lveepg' pAreo 'zoom ***FOR Ei EERI' �< PARTMENT USE ONLY*** s Reviewed By: W j' "'i , � Date: 1- I‘'I' - 1`1 Appr• ed -Additi•►al Information Required: Q JAN 15 '..014 BLDG DEPT TO NM OE SOUTHOLD ISETs971`772013 —jecNa---', ir -i-- 1 s-C-k__ f (LO/rY 16 I a_ i461. d -FT 1\y ' !,__SV��Qj(�Y� D' ` SFRESIDENCE ALiPti-Yal . , (* I�j ���VO 0 CONNECTED TOPUBLICWATER >\ MUSS ° �/ �' ' �l j / / ��, • Alli \• 1 VP' /, D TESTHOLE EX. ) LOCATION ij EX 8'0 X 6'DEEP / .L---- #' h� LEACHING POOL SF RESIDENCE O'b/ (10'MINI ag '/ 4y CONNECTED TO PUBLIC WATER •/, -- / 4 (e�'�) 40, b• GARAGE ' 1-8'0X8'DEEP S EXPANSION LEA( ?Os 7 "��'' 'IP' 10 toa(sAurt) `-" PROPOSED TEMPORARY °oc/ / �' S s�� to.a(s�K) CONSTRUCTION FENCE �' /' '`� L a° �� --- IS--- / ' CONSTRUCTED GREENED SF RESIDENCI PORCH / CONNECTED TO PUBLI z \ t., /•0° 1�TORYILYREST SINGLE ENCS FAMEX 900 GALLON SEPTIC TJ \ PROPOSED WATER SERVICE >• • �O ` —/ IXVEGETATION � \ �� \ /�- TORENWN f_ 'a4i,, ° ROOF DRYWELL \ AZ —Car__8'0X4'DEEP �j.4, // ` �' COVERED ENTRY K. fa. \ ?+�9 �� �,;(141115H SF RESIDENCE CONNECTED TO PUBLIC WATER ` t� � �? ROOF DRYWELL -g-- \ 1 `t' A ��. 8'0X3'DEEP �\ ��` _� 0O� CONC.WASHOUT AREA '8, ` 6' STOCKPILE AREA . V 17. \ We../ ',fp. / S00 .d'.Ji/ PROPOSED TEMPORARY SILT FENCE ,' � \ OR SILT FENCE / `�(/ WATER SERVICE CONNECTION ‘ `\,`/ PV TO BE COORDINATED WITH THE ���� �� SCWA � \ ` • /SN/ \\ / ..♦ ` Town Hall Annex * * Telephone(631)765-1802 54375 Main Road S�vvcc(631}7� P.O.Hox I179 : � ro ef.rlchert iOWr1.S0 O n .LES Southold,NY 11971-0959 � .4O BUILDING DEPARTMENT TOWN OF SOUTIROLD APPLICATION FOR ELECTRICAL INSPECTION • - = REQUESTED BY: --7-67,1 a Date: erigf Company Name: 0 � , - Name: License No.: 3i ?? fl Address: ?0 /a / 6V he f l g3s� Phone No.: ��3i)7 Z70' (( 74 3 i-.3-0V - - JOBSITE INFORMATION: (*Indicates required-information) - *Address: t f/Ll 5 F„ ��,�n.�-e- ° , �J-`� P19 .3`- *Cross Street; 23 *Phone No.. V 7 3 V;j—L-7® Permit No.:- - 3,,17-7®® Tax-Map District: 1000 , Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) dvh hv (tx.c ,12 t (Please Circle AU That Apply) *is job ready for inspection: , NO rough In Final *bayou need a/'temp Certificate: NO Temp information(If needed) *Service Size{ 3 3Phase 100 150 0i. 300 350 400 Other *New Servicl: Re-connect.- Underground Number of Meters Change'of Service AdditionalInlbrmation: PAY TDDL AFP ICA;TION y �„ 017,74 . I AUG- ? i 2014 82=Request for Inspection Form S3� BLDG DEPT TOWN OF SOUTHOLD Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179ele‘' 1? II Southold,NY 11971-0959 �I :ii July 28, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Kurt Brockhoff PO Box 775 Cutchogue, NY 11935 Re: 4145 Pequash Ave, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. `- final Health Department Approval. v 4 . Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) \\ Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38700 — New Dwelling C crldeal EngInc lng9 Poco New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com December 13, 2013 Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Brockhoff residence-4145 Pequash Avenue Cutchogue, NY Dear Mr. Verity: We made a visit to the above referenced property to evaluate the existing sewage disposal system servicing the property. The system consists of a precast 900 gallon septic tank and two precast leaching pools 8 feet in diameter by 6 feet deep. The existing sewage disposal system is adequate for the proposed renovations to the residence--- and meets the requirements of the Suffolk County Department of Health Services Residential Standards for 3-4 bedroom single family residences. Please call me if you have any questions or need additional information. Yours truly, • on.. ;PE _, - ' „SKETCH ADDENDUM '� y File No: 15572 .; I :� Borrower/Client BROCKHOFF/MCKILLOP , ,z` - Property Address 4145 PEQUASH AVENUE City _ CUTCHOGUE County SUFFOLK State NY Zip Code 11935 Lender LONG ISLAND MORTGAGE GROUP i ii 1 _ if I� 'II I� 11 1 II I' 3t ' Ii Bedroom l'ilf Kitchen Bedroom 15' ,iii Il se1c4-146 1' 36' Bath I 14' I Lining Roan J Bedroom 21 Foyer It A 39 5c-n„, G '% ili K.'k� is �! 170(4 - ;1 1 iK .,7 'I z = -s t1—^' • • ^6 $ - -! isF:,i_ vry4 t 4 T i�WQ _ 'xfr� a •n ;t'1t._. . ' • SF RESIDENCE ` \` TEST HOLEc " CONNECTED TO PUBLIC WATER x // X96 ''y �' \�` EL 1771 �'9�� EUGENE CREEK The existing sanitary system has been certified / �j, DARK BROWN ,/ ���� \`� LOAM OL as acceptable by a licensed design professional. �` ' 1 PROJECT _ This approval makes no representation on the I„ \,/ �`.00` �� �`. BROWN SILTY LOCATION s part of the Department as to integrity of the x.600 ' -9� 9��4 )\\ \erltas 4' �9\�` , / LOCATION // _(//� V \ PALE BROWN19 BC 8'0 �♦ _cam ' LEACHING POOL FINE TO MEDIUM NG CONNECTED TO SF PB WATER CE eb• Sz, _/ Ito I 4 SSPD / EX 10 95 �. GARAGEAMIP (e MIN) / p �����y-�p / 1 0 X 6'DEEP 50% 1 162 GW EL.15 y YLtt=r..r� Off, / Re �� EXPANSION LEACHING Pool WATER IN PALE �P / • ma�uaR) BROWNFINETO �O" ��i/ ,* _ ok.e. ♦- &MR 105(SMH) MEDIUM SAND �D , �= ,° ` - - SP LOCATION MAP •ECONSTRUCTED CREENE' SF RESIDENCE ° PORCH 1, CONNECTED TO PUBLIC WATER a,, x 1-STORY SINGLE / TEST HOLE PERFORMED DECEMBER 31,2013 BY SANITARY NOTES: 1. 00'± // FAMILY RESD ENCE , EX.900 GALLON SEPTA TANK i/ MCDONALD GEOSCIENCE u,in / / NO GROUNDWATER ENCOUNTERED 1. 3 BEDROOMS ARE PROPOSED FOR THE RESIDENCE. �.` PROPOSED WATER SERVICE /' / \ // `n _ 2 THERE ARE NO WELLS WITHIN 150'OF THE \ / 7o, �• ,ii�D• � / i S A PROPOSED SEPTIC SYSTEM • •`� ` / / • RE0 _ V 3 SITE PLAN PREPARED FROM SURVEY BY PECONIC \ ``' N ' / / . SURVEYORS,P C DATED AUGUST 27,8 FROM USGS SOUTHOLDQUADRANGLE MAPAND SITEELEVATIONS `G`��� `` / / -o / COVERED ENTRY // FEB 2 2014 • / °F / SF RESIDENCE / OBSERVATIONS AND MEASUREMENTS • ` � /�� + / / CONNECTED TO PUBLIC WATER `� `` `�'v 16$r-V` / / BLDG DEPT 4. S C T M DIST.1000 SEC.137 BLK.02 LOT 9 ` �`�(> >fi' y / / // TOWN OF SOUTHOLD 5. SITE AREA=22,351 S.F.OR 0513 ACRES N `y' ,Q / ,fir / • ., s• y s�, WATER SERVICE CONNECTION ` N\1 \. f ILI TODECOORDINATED WRSCWA `, �� A, �� ///�1 ' SITE PLAN �/ I 11 I N. ��F -'`9� /�P�� SCALE 1°=5D JAN 0 9 2014 �, Et /�`�� SUFF.CO. HEALTH SERVICES - �I I X,,\ �5 OFFICE OF WASTEWATER MGT. u --,- a � £ - , La nG�i _WATERTIGHT FRAME&COVER WI _ ® li ' MORTAR FROST APPROVED LOCKING DEVICE ' EX.CONCRETE COVER f"';--431F NE \,- a LI I �, EX.CONCRETE COVER PROOFING 24°0 PRECAST CONC.RISER BELOW GRADE AS4 k, EL, Di �; 1 F.F EL.18.0± ,� , 1 p� r; BELOW GRADE RINGS(12°MAX.HEIGHT) GRADE EL. 18.0± ,/ .4.,x•� ./ 1 '' i ® ," 14. .. La. G EEL 18.0± 1'min .� LI c^ 24° 1 min. ' �� E30 EX.TOP SLAB 2'Max —241—' rt' �r ; -� i aS' -,, 20 PVC WASTE LINE + , 2' Max 1 � ® n_ >r_ b' [Li ° ° = PITCH INCH PER FOOT EX.TOP SLAB h /� r ; E- 44, < �I 5+.9 4 SANITARY WASTE PIPE i I �� „,� a" e9 a� E PITCH 1/4 INCH PER FOOT E _ INV EL -3.6 � 1 1 �< 0 c o a �-- INSTALL DUMMY RINGS AS NECESSARY '0. ESSIO P N t I INV EL-2.4 INV EL-3.1 ° o — INV.EL.-3.7 `� OF � s m 35 `� 0 8 MIN. i BRING PROPOSED STRUCTURE TO GRADE -I n' Lu Lr L I 10'MIN. _m •`s u' o:a fl fw —' 4ey i o ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE G LEACHING SOILS AS APPROVED BY THE SCDHS IN THE ti < I41 EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, 4° EXCAVATION IS TO BE CONTINUED TO SUITABLE I L=2W TO 4W 8'DIAMETER MATERIAL AND BACKFILLED AS DETAILED. CUTTING Rana are prepared by Condon Engineering,P C.Itisa • _ RINGS MAY BE REQUIRED. Health Department Approval Stamp vidahon of the New York State Educahai Law,Article 145, EX. PRECAST SEPTIC TANK DETAIL Section 7209,for any person unless aching under the daechon Z_ r of a licensed Professional Engineer,Architect,or Lend Surveyor,to alter any item in any way.If an dem bearing the EX. LEACHING POOL DETAIL Seal of en Engineer,Arandecta cc Land Surveyor isb altered,the "' ' BROCKHOFF RESIDENCE altenngangiraer,Architect,or Land Surveyor shallaffxtothe SCALE AS Condon Engineering, P.C. rtemhislfarsealandthect,or n'Alteredb�idlatiedby HIGHEST EXPECTED GROUNDWATER ELEVATION-16.2 BELOW GRADE(EL1.5) 4145 PEQUASH AVENUE 1755 Sigsbee Road specific pecs cdestrueano thealteofsachalterahars.and s SANITARY SEPTIC SYSTEM PROFILEpmi tusihe signatreondthedateofsu Drawn by-JJC Manudc,NewYotk11952 CUTCHOG E,NY Dae 1r82014 (631)298-1986(631)296.2651 Fax NOT TO SCALE www.condorrengateering.Dom SANITARY PLAN -4.--,--t- '-- S EUGENE CREEK AGF . •. I PROJECT _ LOCATION s 9Z).<< SF RESIDENCE ♦ QG161, /' �9 CONNECTED TO PUBUC WATER >\ / t�� \ ��� '� \ /♦, 7' �` D� I� '` v �Q� FOOD RO \/ . N (1-N) / a� S LOCATION MAP // EX STONEDWY 2.\ <1(\ip \ �` 1°di110' ♦/ / • \ I SF RESIDENCE �� s `3T / ♦/ CONNECTED TO PUBLIC WATER ���/ Ee,„„,„, P /�46/ GA 'a� 3S /''; �•� I S LP I .<Ci / tkeYc 4r, i / 2s.Eity sad N / / SCREENED , / / 0 1 STORY FRAME PORCH �sy, ♦/ ;SF RESIDENCE ♦ ,...?;,e. 2 // °� HOUSE CONNECTED TO PUBUC WATER / - - —' ♦ • -. / o / / / O / ww`` N / , // �� �.�1" • / r N / gfie1 � ♦ / / /o`� o a f \ I � / COVERED ENTRY / a• o c`, , A ti ' 1 �,1<',153/^� // SF RESIDENCE / C3 '` .c� lyy'I / q I / w, 1 CONNECTED TO PUBLIC WATER / � j IL. .' • VN ooN /1 E ,, ( TA \ I ,t �1 _ n Li U/.�j ??' /_` Li_ . 'qvi 'I, 0 iii a :.': '61 ,.,g,' U 1 0 0 g. X .• ..cs,.,., /4q° ' 444.*r/t 7,v,. ' i ,CO2 "iii 0 0- 64 Plans are prepared by Condon Engineering,P C It is a \ V A' '! it �►�it••' violation of the New York State Education Law,Article 145, • ,it .;;�,, {._ Health Department Approval Stamp :: Section 7209,for any person unless acting under the direction ' AS-BUILT PLAN 1, ,,..,.X,` - - ¢� of a licensed Professional Engineer,Architect,or Land \ SCALE:1°�0' _ _ ��+ O_ r C Surveyor,to alter any item in any way.lf an dem beanng the ( 0� seal of an Engineer,Architect or Land Surveyor is altered,the r I �- �° � �.�� � ® � � � � � En14 gineering, P.C. BROCKHOFF RESIDENCE altering Engineer,Architect,or Land Surveyor shalt affix to the SCALE A.., ' 'F'S g g' 4145 PEQUASH AVENUE item hrsther seal and the notation Altered by followed by ,. "" 1755 Sigsbee Road warm hismer signature and the date of such alterations,and a 6 cficdescription ofthe alteration. DEC 1 2014 i D`nesby:t'� Maltidrdr,New York 11952 CUTCHOGUE,NY p..1 Dam 12/192014 (631)298-1986(631)298-2651 Fax k/ ,. 9 www.condonengirteering.oan SUFF.CO.HEALTH I t SERVICES AS-BUILT SANITARY PLAN OF FII s4.E kr(itiG d / RES check Software Version 4.4.4 CompIiañce Certificate Project Title: Brockhoff Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County,New York Construction Type: Singe-family Project Type: New Construction Conditioned Floor Area: 1,391 ft2 Glazing Area Percentage: 15% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: 4145 Pequash Avenue John Condon Cutchogue,NY 11935 Condon Engineering,P.C. 1755 Sigsbee Road Mattituck,NY 11952 6310-298-1986 Corniphanee Passes usnng `trade=off : max. e ,,<,`," >• � , ;;.�. �zs:e:"-`r,;i<st - {,,,. a ; =a-'_ .. -�� _ '�•, Compliance. 2.2%Better Than Code Maximum UN 269 Your UA:263 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relahve to a minimum-code home. Envelope Assemblies Gross Glazing Assembly Area or Cavity Cont. or Door UA Perimeter R-Value R-Value U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1,391 30.0 2.0 46 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,391 19.0 2.0 60 Wall 1:Wood Frame,16"o.c. 312 19.0 2.0 13 Window 1:Wood Frame:Double Pane with Low-E 55 0.400 22 Door 1:Solid 20 0.500 10 Wall 2:Wood Frame,16"o.c. 312 19.0 2.0 13 Window 2:Wood Frame:Double Pane with Low-E 40 0.400 16 Door 2:Solid 20 0 500 10 Wall 3:Wood Frame,16"o.c. 360 19.0 2.0 15 Window 3:Wood Frame:Double Pane with Low-E 72 0.400 29 Wall 4:Wood Frame,16"o.c. 360 19.0 2.0 17 Window 4:Wood Frame:Double Pane with Low-E 30 0.400 12 Project Titlea..Brockhoff Residence -E. • Report date: 09/30/13 Data filename: C:\Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck•,. • - _ " ' . . : r ; , ,:. .' Page 1'of: 7 Compliance Statement: The proposed building design described,here is consistent with the building_plans,specifications,and other calculations submitted with the permit application.The proposed building has been designedto meet the,2010'New York Energy Donservaiion Construction Code requirements in REScheck Version 4.4.4 and to comply with the`maridatory requiirem:•t lis ed in u-.- Scheck Inspection'Checklist. ' John J. Condon, P.E. /// 7/30 ��Name-Title Si9nature Da� { . • .tom l ' Project'Title:,Brockhoff Residence - }Report date:'09/30/13 Data filename: C:1Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck !` Page•2;of 7 �=° REScheck Software Version 4.4.4 0Y ' i Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software • , , • ' Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. .'2 0:10.New' :j', .t, , J, F, ` • ,Plans Verified', '''Field Verified '- York .Pre=lnspeetion/Plan Review' •%Complies?. • • Comments/Assumptions• Energy Value' Value°- 103.2 Construction drawings and V -- - " --• ..❑Complies [PRI]' documentation sufficiently ' - ❑Does Not Comply a demonstrates energy code ,, _ - . ['Not Observable compliance for the building envelope. ❑Not Applicable 103.2, Construction drawings and _ ,, ,i❑Complies 403.7 documentation sufficiently .°I ' ,'",,,r;;'.;';',;11:.,'?,; '❑Does Not Comply ;', t • , - l .r-.:, Pyr. '�r,;,? [PR3]1 demonstrates energy code - • [Not Observable ( compliance for lighting and },•3 , ONot Applicable mechanical systems.Systems serving x • r - _ ,multiple dwelling units must " demonstrate compliance with the commercial code. 403.6'; 3 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2)2 ••„{sized per ACCA Manual S based on Btu/hr Btu/hr DDoes Not Comply '" " loads per ACCA Manual J or other N ' '".•`;' " Cooling: Cooling: ❑ of Observable approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) `2•• Medium Impact(Tier 2) ,3,Low Impact'(Tier 3) Project Title:; Brockhoff Residence . , Report date:.,09/30/13 Data,filename: C:\Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck . V` . Page 3 of. 7 1 2010 New York: ., ,Foundation Inspection, ' Complies?,.. 'Comments/Assumptions Energy T '' ' = - 303.2.1" :.i Exposed foundation insulation protection. ❑Complies , ' , ' „ . ' ,,, -- ' ' [Fd11]z, -1 ❑Does Not Comply ,','<<;:<.,,I ['Not Observable . ❑Not Applicable 403.8 ,..,':I Snow melt controls. r ❑Complies• ' . . , . '' ,, _ [F012]2 's I ❑Does Not Comply t' :"' ❑Not Observable _ , . , ' ; DNot Applicable _ Additional Comments/Assumptions: - . ' ' , - -. ' 1 High'Impact(Tier 1) 2 Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: Brockhoff Residence 'T .Report date: 09/30/13 Data filename: C:\Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck- ' ' ' , , ' ' Page 4 of-7 7 ,,-., 2010 New . Plans Verified `, `', Field Verified . - .,.,. York' = Framing/Rough-In Inspection ,.Value ' • ` Value'. Complies?,-; ,`- Comments/Assumptions; 402.4.4 Fenestration that is not site built is �� ,,,' ;,;,❑Complies , , , , [FR20]1 listed and labeled as meeting _ '" 'b ,;: =a❑Does Not Comply , - , 0) AAMANVDMA/CSA 101/I.S.2/A440 or ,�,,- • - =•,` ,, - ?ONot t Observable has infiltration rates per NFRC 400 r; that do not exceed code limits. ❑Not Applicable 402:4.5_ '" 1 IC-rated recessed lighting fixtures '"--,"""" " - - -' _ ,'.. ❑Complies 'f - , ' , " , [FR16)2 $sealed at housing/interior finish and • Does Not Comply ,' !}labeled to indicate&It;=2.0 cfm ', n :Not Observable ,i leakage at 75 Pa. v* , ,- _ , , „ :Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies [FR12]1 R-8.All other ducts in unconditioned R_ R_ ODoes Not Comply U spaces or outside the building ONot Observable envelope are insulated to R-6.Not ONot Applicable applicable if all systems are ductless. 3 403.2.2 , All joints and seams of air ducts,air 1 ❑Complies [FR13]1 handlers,filter boxes,and building 0',:;❑Does Not Comply cavities used as return ducts are co „ ,L � ONot Observable sealed. .•,F' -,,4,,,,..: :Not Applicable 403.2:3, -,_,;Building cavities are not used as ducts ' ,k.`' , . ' • ,:'i❑Complies "[FR-15P,;".I or plenums. '-7'' L ` - ,;• `'❑Does Not Comply J I " ' _ ❑Not Observable _ _ • ` ❑NotApplicable 403.3 , , HVAC piping conveying fluids above R- R- ❑Complies [FR17]2 ` 105°F or chilled fluids below 55°F ODoes Not Comply ;,i, , are insulated to R-3. ['Not Observable ONot Applicable _ 403.4Circulating service hot water pipes are R- R- ❑Complies [FR18]21r''", insulated to R-2. ODoes Not Comply 3 t.,,A ,; : `, ONot Observable DNot Applicable 403.5 , {Automatic or gravity dampers are -. ;;, ; ;:❑Complies [FR19]2 h installed on all outdoor air intakes and '` .'.• . r " ❑Does Not Comply exhausts. ,' :, ❑Not Observable °I i • 1 _ . ,: DNotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) - -2 Medium Impact(Tier 2) 3‘, Low Impact(Tier 3) Project Title: Brockhoff Residence , ;,, Report date:,09/30/13 Data filename: C:\Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck _ .Page 5 of 7 r J 2010 New , .- , . York , Insulation Inspection ,-Complies? r • - Comments/Assumptions' , Energy - , - . 303:1 r- ,,-4AII installed insulation labeled or installed R-❑Complies [IN13]z•",','ivalues provided. ❑Does Not Comply - .' r ' ❑Not Observable ; " - ❑Not Applicable Additional Comments/Assumptions: ;' ___ , • , CI I • 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title:-Brockhoff Residence - ' Report date: 09/30/13 Data filename: C:\Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck ' ' • Page 6 of 7 12010 New' • _ - , Plans,Verified_ .Field Verified ':•'..'York., ,- •. Final Inspection Provisions, •• ., •.Comp-lies? •,,Comments/Assumptions;. Energy` .. •, ,•"Value 'Value•' . ' 402.4.2, Building envelope tightness verified ACH 50= ACH 50= ❑Complies 402.4.2.1 by blower door test result of&It;7 ACH ❑Does Not Comply [F11711 at 50 Pa.This requirement may ❑Not Observable instead be met via visual inspection, ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402,4.3 ;Wood-buming fireplaces have ''❑Complies [FI8]2 i gasketed doors and outdoor `` , : ``R` 4;❑Does Not Comply combustion air. • _ ❑Not Observable • ' •,- . • £sc ®/❑Not Applicable 403.2.2 Duct tightness via post-construction cfm cfm ❑Complies [F14]1 with maximum leakage of 8 cfm to ❑Does Not Comply CO)J outdoors,or 12 cfm across systems. ❑Not Observable For rough-in tests,verification may need to occur during Framing ❑Not Applicable Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 1 403.1.1' Programmable thermostats installed '❑Complies [FI9]2 on forced air furnaces. !f. ;❑Does Not Comply J, ; - j ❑Not Observable ;° - b❑Not Applicable 403.1.2 ;;Heat pump thermostat installed oni ° • ❑Complies [FI1'0]?' !,heat pumps. �t • ❑Does Not Comply ONot Observable 1 fn „ ' ,. = ,.,['Not Applicable 403.4, ' j Circulating service hot water systems "4'1❑Complies [FI1112` • `,l have automatic or accessible manual _"s`"` k • x; ❑Does Not Comply :: controls. ❑Not Observable .. ; ❑Not Applicable 403.9:1 --!Readily accessible switch on heaters .' ' ❑Complies [F112]3,' • for swimming pools. L'° ❑Does Not Comply _ - ❑Not Observable v I❑Not Applicable 403.9.2 {Timer switches on pool heaters and " - f❑Complies [F119]3 pumps are present. "h❑Does Not Comply ❑Not Observable �, -• '` ❑Not Applicable 403.9.3, Heated swimming pools have a cover. ,[ ❑Complies [FI20]3 " I Covers on pools heated over 90°F ','t • "' ": ❑Does Not Comply are insulated to R-12. 111::1Not Observable '-; "- 1DNot Applicable 401.3 !::1Compliance certificate posted. ❑Complies [Fl7]?" !I , . . , _ • ❑Does Not Comply 49f ' •;j ` DNot Observable = ❑Not Applicable 303.3„- „,1Manufacturer manuals for mechanical - - ❑Complies [FI18]3' '!iand water heating equipment have ' '' - - ".„ ❑Does Not Comply ; � I been provided. :Not Observable '-• ' • , `• ,. • , ` - Y'3❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3. Low Impact(Tier 3) Project Title: Brockhoff Residence Report 09/30/13 Data filename: C:\Condon Engineering\STRUCTURAL\Sobel\Brockhoff.rck - Page 7 of 7 • • WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: _ S ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING ....... 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING BUILDING HEIGHT . in each end of the colter tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL :o basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND j a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3 8d COMMON EACH TOE-NAIL 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL__ int New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST gstandard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES . structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 construction 3). COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 gulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS wilding and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the (LIVE LOADS PSE) ROOF (GROUND SNOW LOAD) 2a studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER END NAIL RIM BOARD EACH END ROOMS (SLEEPING) 30 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL STAIRS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift GAURDRAILS (ANY DIRECTION) _ 200 d assumes no connectors.Steel straps shall have a minimum embedment of 7 Irches in concrete WALL FRAMING: sibihty for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL EXPOSURE CATAGORY _.-•,__^ r for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUC TION AND'n%Jlivi� PATH CONNECTION arranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 NAILING SCHEDULE _ SEE GENERAL NOTE PAGE Comers. TOP PLATES AT JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 1 L INTERSECTIONS 4-16d COMMON EA.SIDE NAIL S Y j 0 replaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: FIRE PROTECTION ' ( lfl STUD TO 24" FACE SEE FLOOR PLANS Type I exterior shear walls with a minimum of 7/16 inch wood strJctural panel on the exterior 2-16d COMMON (SMOKE & CO2 DETECTORS) attached with 8d common nails at 6"o.c.at the panel edges anc 12"o.c.in the field,and STUD O.C. NAIL mis 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE TRUSS DESIGN N/A - ST?ND.ARD STICK FRAME CONSTRUCTION edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1� in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ! - _ _. Z lice. PLATE TO STUD .3-16d COMMON PER 2x6 STUD NAIL Q 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE 70: w Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate r PER FACE NAIL 01 length adjustment factors in table 3.16. FLOOR JOIST.BAND JOIST, -16d COMMON MINIM ails and notes to END JOIST OR BLOCKING FOOT SEE NOTE:1,2 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sldewall lengths provided In table 3.14 shall be permitted to be Increased whenL DOpsf interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL SPA I NG NOTES 1 ._ 2.4.4.2 and 2.2.4 respectively - - V butting JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 0) 4-8d COMMON 4 35. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD .. a shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON ( END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS V+ V r installation. 3.5. BLOCKING EACH TOE 20 MODERATE SLIGHT TO - T 2 8d COMMON -�45 LBS. 120 B SEVERE 3 FT. 11 ``I CZ Tr rte to be 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL TO HEAVY MODERATE l �� a,i.. I.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER :RiP EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 144%. ng.Install one attached with the above requirements. TO BE,,:.1 3-15d COMMON JOIST NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE (\I SHEATHING LOCATION JOIST ON LEDGER PER TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4. don R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL 4'PERIMETER EDGE ZONE Sol COMMON @ 6"D.C. 6d COMMON lifp 6"O.C. SEE NOTES:1,3 ,,O` Ie applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END T All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) [ NOTE:2 FOR PANEL FIELD = `` ode. 2).Girders for deck joists to be bolted to each BAND JOIST T0: PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 1 post with washers and nuts. 2-16d COMMON �' Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 r into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: NOTES tn tc) . . SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. E 0 I Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall QTY. SPACING be 3 ft.below grade.Concrete piers to be used with all porches/decks with roofs or pergulas. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each:,icie of the roof peak, 03 be#2+BTR. WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 'i 2}.Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/buss framirm members with G>0.49. W ess noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. JOINT DESCRIPTION NOTES Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING FL_Liivi"` ' r-`r-/3T/Fi'''''. ; , _ J� r where needed. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For, j GYPSUM 7" O.C.EDGE n 1,c- +BIR,Doug,Fir, 5d COOLERS framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 7. -1 s. T��,r j {(1 leach side of all WALLBOARD 10"O.0.FIELD _ .. r e each side of 6).Concrete piers shall be a minimum 6"above grade. /- �` �) J oni WALL SHEATHING: ( '� ,(. o' - r es for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchoredi d 8'9.Provide fire 'NT DESCRIPTION NAIL NAIL NOTES WINDt� !? togirder(s). JO QTY. SPACING WALL SHEATHING REQUIREMENTS FOR �,. . 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 '� . `' , 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE ,_ ., ` ' rangers and PANELS WFCM-SBC SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES EF 2/1(r ,T. .;r,ry :: PLUMBING NOTES 7/16"OSB 3"O.C.EDGE - SEE NOTEF.. 1,3!BOTH FIELDS) 6d COMMON 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON©12'O.C. Ind under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD NOTE:2 FOR PANEL FIELD pacity unless noted Construction Code. GYPSUM COOLERS 7" O.C.EDGE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12'0.C. SEE NOTE:3 WALLBOARD 10"O.0.FIELD • 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTES 'r i 1 g in floor joists P: • : „' ... .l 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NOTES F d. t Ell NEE!)provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING t i„ I ft blockingas state code and manufacture's recommendation for maximum hole size ands npermitted. TES i ING r E::0F: i".''�`.;' ,;,•,G spacing STRUCTURAL PANELS 8d COMMON 6"O.C.EDGE 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 1"OR LESS 12 O.C.FIELD be used.. HVAC SYSTEM NOTES 'thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: i ;-� 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with enol headers. 1 ) G>0.49.For framing members with 0.42<G<,the nail spacings shell be reduced to 6 inches o.c. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF ',• , 5 ! plywood subfloor y,HVAC subcontractor is to fullycoordinate all system data and requirements frith the MENTIONED IN SCHEDULE NOTES ONLY. ' /h a ` 3).For Pxterlor panel siding,galvinized box nails shall be permitted to be substituted for common nails. - A, E- x to be installed ) �/ equipment supplier. 1).Nailing requirements are based on wall sheathing � �^•.; tin ,x � rr,��'�.. • � 3).HVAC subcontractor toprovide finallayout drawingand submit it to the General nailed 6"on-center at the panel edge.If wall sheathing ,, 0 ,k Garage walls and } system Contractor and owner for final review and approval. ,� is nailed 3"on-center at the panel edge to obtain higher " •:;t l ; • • E a1 parts of building shear capacities,nai:ng requirements for structural ;i , rfi; 7G,�i 'r; a : members shall be doubled,or alternate connectors, (.4- L DATE: 1 R. i,. -'- l li ELECTRICAL NOTES: such as shear plates shall be used to maintain load path. -• i ( ' I. f Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. r.- G L (n ._ n•. 1^(-.._ :,/ r 1 i -- i `,: : t with en EPDM 2).When wall sheathingis continuous over connected L -" " " - �' ;.-<v,, / �r r, 2).All electrical work shall be a a qualified Underwriter. NOTIFY BUILDING D'....1 . . approved by qu members,the tabulated number of nails shall be permittedtJ� a to be reduced tel-16d nail per foot. . r 55-1802 8 7,1.1 TO 4 ' OF: '�`-,. '' ""'. (, '/1. ated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 "r''. FOLLOWING ! i�,;'cCTIC <:}: ` `y''''`V:;:-• oved equal. of N.Y.S.Residential Construction Code. ' 1. FOUNDATION TWO i F. = Uii cD P = F '•% � i�C.-t�.�" ,'. FOR POURED CONCRETE . 2. ROUGH-FRAMING,PLUMBRG, • STRAPPING, ELECTRICAL &CAULKING . 3. • �I `6T ' k . i 4. FINAL-CONSTRUCTION & ELECTRICAL �- MUST BE COMPLETE FOR C.O. P ��: nY^7^ ','ITN PH I_C I•r 1 a.:', _ - - t i0 '\ Ail co ..,I..l;; u_r,,__ _TTI », P :CUIrE1\-1D .;. -, Cr- :`P OFNr=."'t y, - F' .1 "' D'._,..GN Oi- CCq'.�i;;'_.,-; _, ',r,- RETAIN STORM WATER RUNOFF .f;L PURSUANT T4 CF'APTER 236 T I :''` 0 i"' V l lin.- I.-:li v (.'. ..-. I CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIS-1 'ANT CONSTRUCTION CONNECTORS CONNECTION LOCA -ION: PART NUMBER: NOTES: / RIDGE–TO–RAF1 =RS LSTA24 APPLY TO EACH PAIR OF RAFTERS ,- II fes/�j �. RAFTER–TO–VVI,LL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER Vii\ RAFTER—TO—PL..".TE RT15 (USE WITH SPTH4 CONNECTOR) .-et..„ NOTCHED RAFTER o RAFTER ilI �' RIDGE PLATE–TO–WALL STUD SPTH4 APPLY TO EACH WALL STUD RIDGE �11 2ND. FLOOR WALL–TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD o N`/- HEADER–TO–JACK STUD LSTA12 APPLY TO EACH JACK STUD PP,r, ,,� CRIPPLE STUD–TO–I 'EADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD r, SHEAR WALL HOLDDOWl�. ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR–UNDER–S LL PLATE MSTA36 OR RS16–R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. L RAFTER '2 PROVIDE 1/2" SPACING ����� �� > , BETWEEN THE END STUD � ANCHOR BOLT CONNECTION Z I:\ AND THE 2 OTHER STUDS NDATI 5/13"DIA.ANCHOR BOLT FORALLOWING ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACINGRAFTER 1 HOLDDOWN INSTALLATION ���� CONNECT CORNER STUD sILL PLATE ro FouNDATION . m ` TO TRANSFER SHEAR 1 STORY 72"oC _ (CRAWL SPACE OR FOOUNDATION) �� TOP PLATE1k FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 6- /41 ' ) 2 STORIES 36"OC S TOP PLATE 1 �� /� COMMON NAILS @ 6" O.C. WALL(CRAWL SPACE OR BOTTOM PLATE TO FOUNDIATION " L1i , 12STORIES 5OCWALL STUD' , SIDEWALL c ENDWALL USE USP LBPSITH 3x3 58 OR BPA3)ERS = WALL STUD _xi ( ' FTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION t �' TYPICAL RA • a) 4 CV 1 - o 4 2ND. FLOOR WALL STUD le KING STUDS I � 41 tr) cz �♦ 4 4, 2ND. FLOOR PLATE ^t t ~ SUBFLOOR ' .� CRIPPLE STUD �� ` _ I RIM BOARD 4. I B `' WOOD JOIST ♦ I , HEADER 11 03 BLOCKING WOOD JOIST �. ' •— A. g 03 i I II .�. ♦ ► ® ► 1ST. FLOOR TOP PLATES JACK STUDS ( () '' ') GIRDER/HEADER lah * 1 II I �� I� �i ► q11 ► I \ 9111 WOOD GIRDER I�� ► WOOD JOIST 1ST FLOOR WALL STUDliWP * I 1 TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS 1ST. FLOOR WALL STUD 0 '1ST. FLOOR PLATE �3t r i SUBFLOOR SILL GASKET 116.: ilk li TERMITE SHIELD WALL STUD WALL STUD RIM BOARD : �Zs BOTTOM PLATE -� BOTTOMPLATE ' I_ DOUBLE SILL PLATE r� DBL. SILL PLATES _BATHTUB �� SUBFLOOR ► �� _DOUBLE JOIST DOUBLEJOIST ` r:\�) (TO OVERLAP JOINTS) �„�;�111 FOUNDATION WALL ' ,- , %!41. �ns !� FOUNDATION WALL _5 -��Alp �� ; ° ►► ► , , SILL-PLATES DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING - !i * i . ..r--:::-)4 ig, J. / PRE FALL -A . 2 '''',-*',{1-��' fr1s,2 �,e,, \ „,,(e F.: W1 \ID RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD i ' ATH CONNECTION DETAILS , INN TI/N . OCATION PART NUMBER NOTES >' Z •x4 POST TQ FOOTING ANCHOR PAU44 OR WE44 PAU44: USE w/ MIN. 1/2" DIA. x 7" ANCHOR BC{T .Q8".. •x6 POST TQ FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w/ MIN. 1/2" DIA. x 7" ANCHOR BcLT 1 p x4 P� T TC GIRDER/HEADER PBS44 / PBSE44 / KC44 USE ONE TYPE FOR EACH POST 3 _ •x6 POST TC_ GIRDER/HEADER PBS66 / PBSE66 / KC66 USE ONE TYPE FOR EACH POST i = -\+ 41111111i4 'OST COLUM _ TO GIRDER/HEADERLSTA12 OR LSTA24 USE (2) FOR EACH POST/COLUMNtO `/ �, :AFTERt,TAIRTRIN( :R CONNECTION TMU26 OR MPA1USE ON EACH STRINGER .� CO'AFR �I TO HEADER TYDOWN RT15 USE FOR EACH RAFTER USE ON EACH RAFTER. MPA1 USE ONLY �etA 01114 V 'AFTER TO LEDGER BOARD TMU26 OR MPA( WHERE TMU26 CAN NOT 6 USED 1 ii RAFTSiiiii� LEDGER RIDGE .3 fl NAILING SCHEDULE s ,� NEADE ° ' ROOF FRAMING: f N . ) ,� �I �� R AFTE JOINT DESCRIPTION QTY ( NAIL SPACING NOTES in RAFTER TO 8'WALL:3-8d COMMON EACH - TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8'WALL:3-8d COMMON I EACH 1 TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE L. OVER PARTITION WFCM-SBC LAP NAIL ��`` COLLAR TIE AS PER TABLE 3.4 EACH FACE W \I TO RAFTER WFCM-SBC END A I H A , .. STAIR TREAD �/ BLOCKING 2-�COMMON EACH O RDER/ E DEToRAFTER END •� RIM BOARD it: LAW/ RIM BOARD EACH END P 0 S T— , TO RAFTER 2-16d COMMON END NAIL cs '' WALL FRAMING: POST/CO LU M N SIR I N GPI _Lapp JOINT DESCRIPTh')N I ilkIL NAIL ETES 110 �_-� QTY. SPACING • TOP PLATE TO PER RIM/DECK JO Ifi4 TOP FLATS 2�1sd COMMON FOOT FACE NAIL .= / TOP PLATES AT JOINTS FACE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL S GIRDER/HEADER TO POST/COLUMN CONNECTION STRINGER TO DECK/PORCH CONNECTION _ �..-__ _ STUDIO 2-16dCOMMON 24 FRCS V STUD O.C. NAIL }> HEADER TO 16d COMMON 16"O.C. FACE •= HEADER ALONG EDGES NAIL sf) U POST TO DECK/PORCH CONNECTION TPLATETOs U°D 3-16dCOMMON PER 2x6 STUD NAIIL BOTTOM PLATE TO: N} FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT FACE NAIL VJ END JOIST OR BLOCKING s DECK JOIST FRAMING: • �� ( JOINT DESCRIPTION QTY ( NAIL SPACING NOTES E N GIRDER/H�ADE' l�� f JOIST TO: PER TOEO, wit�� /� SILL,TOP PLATE OR GIRDER 4-8dCOMMONJOIST NAIL _ T ��GIRDER/HEADE' �Aa 0 01 ;� 2-8d COMMON PER NNSf=R" `t POST/COLUMN I JOIST Q • TOJ013T 2-BdCOMMON ENDEACTOE NAIL VJ POST/COLUM Ili BLOCKING EACH TOE r^ POST/COLUM , SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL � \lI LEDGER STRIP 3-16d COMMON EACH FACE foo". TO BEAM JOIST NAIL "°°1:// ----. GIRDER/HEADER JOIST ON LEDGER 3-8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3-16d COMMON PER END LU TO JOIST JOIST NAIL CO BAND JOIST TO: 2•16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT ROOF SHEATHING: GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING • STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC DECK AND COVERED PORCH NOTES: 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be gaivinized or stainless steel. II: 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shell be anchored with proper steel connectors anchored into concrete with a minimum 112"die x T long anchor bolt with washers and nuts. GIRDER j1'� 3).Posts supporting girders shall be anchored toe 1z x12"x1r thick concrete footing. NINN 1 I' �® Use a minimum 1/2"die x7"long anchor bolt with washers and nuts.Footings Shall I0 P0ST be 3 ft below grade.Girders Wft I roofs shall have 12'dia.concrete piers 3'below grade. WO0D J0I44).Deck joists to have blocking at 8'd o.c.. ",' ' 5).A minimum of 10 inch flashing shall be Installed between the building and ledger. �, "�� "� » » rrv GIRDER/HEAD 4A0h4 (IedgerotC be fastened to binding with 112"dia.bolts with washers and nuts CONCRETE PIE ",l - 12 x12 x12 CONCRETE FOOT - " > �) 1at 16' " " WOOD J 0 I S • �I 6).Concrete piers ahafl be a minimum 6"above grade. - ",' "' V > " 'A 1 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored t" to girders) " ' "' POST TO FOOTING CONNECTION 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. JOIST FRAMING FLUSH WITH GIRDER/HEADER CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD GIRDER TO CONCRETE PIER CONNECTION SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - TO HEAVY MODERATE / y. -d.� a' � l '"0c.,4/ \" J }r r • ----- -_.,. _ I ""\„/ . . 41 - _ . ---__, 1--------- _..... /7 -------...,.., .------7-.....„........„..1 A. : . 1 0 - .....!..,...,._..„ •_ . A.,.=.1.___._ • I I -- .,.,, ,, 1 .,4 .1 . I. .t./.r.t> .... , 4:0 . , ,,..... , , , , , ._K_ __.i. .. ____..____..____ • r + s I �, _ co U DL E N -;/,‘„, -., . . . o f --- - �' ----------- / _ _.._-� .. - r' hi - i 1 / / .: :_.7.:::.,iiiiii_:.--,..77.7 _1i2,17_:::_li! i L . . L\ .-- .1 --- . . i -1,•-- . -,--,----,..- _______ I . . 1 I . c --tr— rt _.._.._______ . _____r_r ..______ €› , ,-. i t I _ .. . ,, . . .._ , t , '"1 , _ , _._.._._ j? ` \\I i . - --..----. it' , .__ ., , , . , , . ,, ,,,,> , ..,..,. ii,,, ,,, . , , , .0.4 , i _ . . _.... . ____ q,, .4, , . ,,, _.... , , , , . . . _ . , . ./. i• , , , . . . .. ... ________ ..,.._ , , . : I . , 1 k .- . , - „ .._._..... . . . ____ .„ . . . .11,. ......... . w:_. _ 1 , I , , 4 - - IT`1 _ i . 11- . __L • 4 II _ . i . I I I I I I '. • i_ _ - _ _ I - - - � I I 1 ' REAR. \iAT10ki °v'cy MR N '3 ku r ► zoc,K 140 PF (fi aK�....,<.,.. J��1_„.',. .� C.CJT�HGYaU �J ,, 4 I -45 PDQ UAB , \\'‘,.,7, ..:>, •tea. d� / I A ""• 1 JI P KJ p L.-U' IMOZ ..._._..-'. AD-.),Ti 0 tib- f OK4,4 !D . . __________ • -- — r(N >--- •X = k\1 .--- 1, - \\... (..)• . 4 \.t). I - I _,..z_______ ' ._ ., . .. . .._ . . _.... .. ...„ ... ....__,..... .... _ ., .. .. .. . . . .. ... . ,_____.. ,-,) 1.1 - oe _ 4/ ,t .E.,,- - - ..... — — ' . 4 - • -4 -- - m 1 •... , WO i 'l rcka) i -4 1 i- . -- - ' - - 't° - -- - • r . t___ i J.:. 1 1/ , 1 i\ I N.J 2. -- \,,,,f7,1??1,--4/.-_z. ./.. I •3 - 1 t_ ii_ _._7. ....\ --N\-- riz_--------t.1-----;:,.t.1-,.-----------/ 1 -- i i __ ----- !=------_______ ________ • N•\ I I, ' "0 0 • .. 0 0 i 61 .—\ H) t ! it z .1)' i r.., (7' ., ) I 67 , . . 4 1- z 3 0 707(71 6) 7 , , \ Y) 1 '•I----- . tra . „ -1 . • -K\ 1 c--i ..... • i , /I /.1 . h . -) 2 _ ii_______÷..... ..........„, i : 1 . - 0 . , • 74--." (...1 ---- _, • ! ! k -1-- r -----1 - 4: -4 i ; K\ 1-- _ - I \) .........--/ , \ 2 ) 7 _ . ) i11 -._ . I • 4.) IL._ . ,_ Q---•,, , . . i . • 1 :,,/ .. < 6r . !NV ,/ . 2 n7 , 1 tict.lit 1T1 01- )'010 • 1 _______ ,, ,4 H - i- ! F.Ab d-rt la-, --1- , / _ .. , i 1 \ . • ._ e). , Lt-: 114' ' • . __,I,_ ,__. - ..._1 - _ , .....)„... I o C-7 I 11) _ ':-\ 1 ') -_,_...-y- i 1,6) , . . 1 le-N--r.r.-.J Q,e" o 0 i g. ' \ -xi- I. , ••-.. .- ., -,., .2..... t ; 1 , , q 02 M4 .: & - . _ ; ----------- - • .. ' , -`.-.... • j% (4::: \J 1 1 --- : . i._ , . . •c,,-- )1 N_ -1,-, ,f •ii 'Jr' , L. i ,,z, \.) _ . ,._. .. . 0 i ,. - '-a -1-9 0- I _ i >;,--' . • - -< - 1-, P .1 _ • 0-- I Co 1 _•,. - • . . q.„, \j i i 11 Ci' .z 1 _ c;,k 2 . 0 cr •••• Li- _al ILI ' , i I - • 1 • Z1 :7') k'. „ . • ,!, t, : i gm ot . . >„ ... il.). '1 ,...^.-.•'...-41,— :4.-31/4P--—— - ,, , • CI - -1' .< • q , I- 1 - Z • 1 , s•.;+lt , • % /-- . ._ 1 .3 --/r ! A\ 1 z.. ; . A7 • ,..2_ - -64 ..----, .!,, • ,,04— I s, ,,÷."‘-0,-, --- ..17 „019 '',il „0; . , if, Qci) 0 I 1 I . L______ - . . _ __....__ ' 1 , , tS) 043 0 - +--' '- 1'N'' • . \ ) i • --..- .4' - -6- ,i,. - E ; N 1 • o 1 i , . .. < - , • - - ---.,,,,,,-.7 i —_, i \`'‘ t '4- .1 ).1_ . i I `•'< (Ci) .1 1 A M L7) - ;1)-• \ • } ,I,C) • 1. 1 Qi ' ' , .'Cr I -1:-. . •:.,1- - N, I.:________11 iy\41,- - t- (-Tt''?- CO • ,-------, t7 • . • 43) ; 1fi --4, \i) — V s zs-t,,, -2 \._\--- . • - t--.(• , i ___.,•a,. -,-,,ik,.;., , 4.., t;•••• .......\__ _ ; „, t..-- 1:1_ 4.143) • I'-_- ..,) • , ._ _:_____i_ i ' ?.- .. .'-' 4 42 • ± . , , .•'- ---- 5 '1 \'--,1! ' i IH.. 4) - .1-.- i ,7- a (\•1 _ _. ,, . i .1 e_i_ r,,q I-- ! ' ''' i [-- \ W. 0 l'i 7. " .• ttS 8 I 4!) . C) I i — }._ ( • — 1.11 — : 1 tr) iiri i --- ' - - ---// -- '----1 c ' ' --sg-.— --/ -. -•-- -- - - -I ....-- . 4',' • - - 4)/ -' ti 0; q/ c •ri 7IL,-•i a , 1 „ e2;Li (-----) I, 0,01 ,il070/ ,, z_---- aQ.)) lb 41=111• , . / / • L i •JL • I k 4C- . 4.4Fn-,„-;',/, 5,*04,./ .___,--;? A--j- i I I -------------1=--_ _ _ -i,,-„,- ' .. . / - i---z- ';';. </ • c --//`1,7,---) , , . (.4 - . \ ) ‘ ._. - ,,-. * ' a" ,,,— -,. .0, ,'''''‘ /./ ...-------1; -,._ NL - - -- .. _ _ „ . . ,. _____. .... _ _ . i it..s. • (,)•(:::,-,-.._ n\ /C.) .- /,.'71 , ''...t e:7-•\ . „0 i'fr I „0 7 S-17 . • I * , .ic • ?-,.. . ,::::J.:: •L -. i „ 0 ; h \\'`.c•-•• -‘,,L)-:z-.n-2:..---A.7/ • i.bra - tiztoo . __ ,...., , , ! cil , • `. ' L. •S) ‘ .1 r /SI 1- ° • n --it- 0 .Z 11 -i il) CI. W. ''•: 'e -. - 0 ----c, . a ,t „ 0 I 17! if 0701 li 0117 o --7- • E 4 a 1 $T. K i, Cli5 1, aiL ila; b 0 0;6 " I' -------------- — - ---— - 4/ -- -1/ ------ tt- tc) 0 T2 II (3 ii7 itt..i t i 61)1g „e? 3-1.-` L. ql 1: t') —I te?I'l I_100-d r- •--1 - - - . - - — 11'1130 ON11.00d daLS 1VOldkl. - 1 - - -- 7 - - - _v q 74 cs I odj x0,2; ><,,oei.VItl. 1 -LA ofic -3 _. ..... c•, 4•Ini orioc. . '..-libl i INQA I ° • . - v w - \ la I 1 .." • c, . • • . . I1 i • ' • 9. , , U - 'W. •S ;44 V A r • -"'-'"P h- -I 1 -- i--------4T -r- S\. c•---, `---c 1 . , ' • • ,. . • ,. , , I , . ". , 2 1 ; , p -.) ,.. . . - . p. • . „ • = i 0 N\.. A 7,7'dc.&\1 1 t.-1 -7 ,---) 1 . I L. . '--e ' e. -- I ‘-'• ''' •E • cl : t..., ...... 7 N l . •i• 4' , 1 i 1 at ON1,100d dO dOL . , Lfil.- 1- --1 ''4 °1 '9 -144.11a -3 ' ' ___- -11* I - - - - - - - - - - .... . . * '.21 - ' a WY . --_ --"a------ . ----..- ---1 ,- -----4 , 4 I- ----. . •-•-s\--- . --1K . , I I I -- i --- __— --- — — ___ _._ ___ ___ ___ ....... — ___ ___ ....., _ _. __.. _ i 1 3 I :I I . , • ---1 / / 01 1 • ,-,„-,.., 0 _ _ . ----- 1 . .0,7,, _ -.)( ! b . , '- 4//I,1(L.% - ! ...... ..:... ' .- • ' NI- II l....„ ,..r• Lr t._ t, uctexa C\i 1 1 0 .. c I, ,• = . 6- 1, 0 1-fr 13) CO 1 i , 0 i 1 c'' 7 71= I 0111•10 (7. II 1113 • Q 6 • 0 .--9 cn 43 Z , -.. ......„ -cl )',----,--11 N - - ----4 --- - --- . - -- . 4---- --- - - - -2.-- / i • Ts ,7s, 69-b 0,47 _ II 1 .4% 0 ... .. it • c ..= 1 / 1 - 1- • I- .%) 7 *, —I 7 ' 7 c:,7- 1--- - —I 1 03 .$ 0 °2 I r- • 4 • ; • . 4—s--- ----4,--..-4- , ---,--. . \.) - ., . \it.. ,___. , 1. <1.- 0 I • , 1-- . -I . 0 . -VA_ l'Ai I X f7/ . I -3 L . _.; i_ . f-c.) .75 = .• 11 I t — i k_ _,- _ _ _ _ _ I I , — I i WV • • 1-• I / • ::1- ' " -I (a) --I ..,• 4 i I-- '-.) -.. • C.) > --N ,_ i i :.5 __I 2 t•-• 1- Z Iv ' I 1 2 k --I . .. (5- - I 1 t. A- o E cm co - , 0 xv, . ..11. -0 _.2 j . - _ -7 . , ..../ \. .-, --10 RS ...) - - N 1 (f) V) co = CS) I, 4' , ,1, _ I - . — ? i/0/6' 11011.4 1, • 4 If 4" -- - .4 . - it Az-- 00,z li ft l' c i b 1 ,101171 i -ifr „tibi - -1 _ . .t2g vc• 0' 41,,, i,\ '10 - __ __ . . 7,i,S.- 77,#;,., ,'-,:• \ , , \ f4'‘ • :,-,, ;00107:!,,,\-, . „ 0 -; bg . , . • . 3o/ 4' irtatiOqi . , . , - . . ......._ — ---- . . ki i kl Do 1,1 ‘-x,1--1 --ouLr..-- , 1 . , . AKIE.)Er-ziE') .-K1- '1i: 'j2 ,,:,-.W EQU41-.- 1 1 LIDDIA 1 7 1:-.57 Z474 10. i .5,-7?) 14.05 •C , 4, 3 .): It--vf 9,9 0\iLZO — '1 /4"X !I 1/2" I...VI, g'itit I I, i___ t 1:2IpCA 1 TiE4-4Cp 4.2..)(/) Z4 /4 9,C.,-17-, 4,743 I 1,90 4- I rigi4.424i ., i . F-1 Az1 .9 ty,ye Z.C., • q 4.0 2SRW! P.4•Fr .-.R. @, i(plio,ei , 1 f-f 1 CO i- .5--5* G, • , (--) - 6,,c : 2:41 cou_A R.TiE.2'S 6,., 0,c.), ____.,t i/eP CPx flYkCOP 614 r:3'AT-4-111.1 cA . - MP1171 1 , ..)_.., or 66Z i 1 f.5,w-X-1-1-1,.1 7 141 t\IPD1,15 -1,T- Ec.4.Q. F...-_.iiii IA t>..E.. .ii.a-, 1-.1 i 1'h.," H. 19 /6"vrt.tyi_ 1 eup To e>g 24" M.01-1. EDCAEOF iZe)1F 1 ' 1 - ' L\./1- I C74-4,4 R, I i' -t-1V-AL.- t.21 P APP1--1- D OVER /-.E.4-1-' AL.i_DLIG4 ' 1 - 12) \ 2P7 1%,," co C.1 _,-) 4-,0, • }-11No " r:::-?,z .....m . 4'41*. l R)Pra-, i LEQTRI____ Le; A2C.1-4, 1--yP Poo SI--IIK -5 .4" I IJOZ.r/a-4?--P-1- ts) >- 6: i-'--' 42" VE--.Kr1 t-,:::.D O\/EHA I.1 CA to..)f- TP,-e.0 I:OF-LI i KkIA,.;IL/ : C.. i L I f.16,1 • -crs 7m, - DI HO 91(ettite0,0 , aFIL-1LcA .ic,14-3T-3 , „.... , - 1, I - - I -- = ...= ?_ .$ - -4- 4. 4i9 ItL123117.-41/-.)' . - 3..) 1 1,,,:c,u.LA 71 4:."4--. T2 h . 1 Iiv v, -- — 1 , 1 icoio,e , N" 4/...4YPJ_J NI .E'„,'0A Fe.D I 2 1 I 2- 'ZYio 19r 11-1-1.'51 MixJ.X-4 i-1---121t411 .--1 F-X .-,•Vithi-J 7 Lu'i2 . , 4) • 1 -- or J) 0 --- i 2.x c.pv„ ST1)t)V luf'0,6 , fyi., _ _ '•4______,J.,_ 1 i Li__ • C) Si Lt;9744 ,4.' ,-W rt‘ r. El D(A E.-, STr--).--..A'P' kir I'l i M,(6,-) sd 1.iz: ___f ' 1124 DX PLYWOOD e 2ii 7.:/-, • it 1 is r\..) ej . rte r'• z ! e 3"FA 0) °/2 '''' • ' . - - ell - • IN")(ilive!ILvL :itra,, . 1----_, _____,4 11 2 2" Ili 1 - 1 . ii 1 1-10u , .. 1-1,24p , co. . -----a----1 3!'..._ ' . 1 e 1 • + 04r,i, ' ' •,.\ S i tZ))LICA -15-- 40 C .1'.110046TvAp t.-- -.,.., •42 RS s ro ArrktIqrs-r., vot..)1 = q:• • • //- r \ \ I Pwrint-z-i ..c• Ir:c 03 03 \ •'''. ..a..C2c7d- R , i,:r.-412T- o,-, Y 51 Li__ ‘•"--..-)E__,LI__. . •-i , TE•5•c- -t-1 n7E ,e51,--.11 EL7.) ,,,i ci' ,,zot; \.\\ \ . 7 -,r-iqc. e-,Liee,rF31-4 ' /I u - . ,'''-(Ti I '-> . . , -.,c,-- \„, IT)I 1 iL) 91/24 6' ILtmoz, if. 0.6(1. IT) /*// /1 \d\' . 1 /Q \-ex/4 c T@ 4i ea c"-- •o';: ' - -- ... _..... _.., . 01.1t--.. .f .,lei LI 0, i ri, \ \ ,--.4.; _ ._„_. -,, ...-12e,,, . "F-fic o -. \ . , l' --! -'7I.D I 1,1f-31JULTI 0 t,.1 , \‘-7. , St . // -, \ \ *. \ I .' '- '4 IF---",__Dog- 6 wt.:- 6e.:ane.i r':'75'D . ' ///' / \ \ T (.-1 --' --------- .1-' \ , 7 „ 51 t'iti)Q OF 4 - • •... r-o,ukir) ,-aQl•-i / , r'"'- •. .).------i---;- . —9,--------,r.... -- 1 _)(_.1:. ,_,_2 1/' 't,C.-3,f......:4 tii:1 1 Z). ve.'' 0,1t,''0,o;, -(---. -:-.. -;: Il_"[7-777 r_ik 11 11)2" is, \.ic.i-:.0q fteiThs, 26 0.6‘ r'l(Ki. /'-'- ,' .;7.-''-'7,--) '.;?'''.. i:3 i JO 4P . J e 1Lon0 :-ti:-,--„/ ''\-.::','/.: -"' -' . . , ., ) - . . — . r: 1 , Vo 1-11-11-J, 1,1,1A-1-aP ??6,1R11, -,12 .. c_,---4-pt) k* - - cl,) ,"..4'• I%i ttwri i,..;e.it ip r . % , jv RH ‘ ICill.ej PI . ".:,1 ', Kir G,i_._ ... SI 476•Ft. fria&t-1 r74 -1"-^ , Qk; ,_ c•J :' '•,\,‘ , , _ ,-, /.4 ur)tt.cof2' -0 ( TS: 23.0 qk 1'6' . 0"0 4'' , . • -?=./.-E.:1-17142?....-':73:i...Z.72—,:l';CrJ 1 i p 6)///2./le i Lr l'('. .(2) i :)':-' i''• 77,' ,::'y':;-4:: ,V- , ,:. ,7 ..1 I • sii-i 5-'..„,c2 IQ '-'(,11P-.'71,r),,,A7,7.L17)::51 -irlia I .17- ( ,,,7 I('' A A .4.,MO k, , . . . 1-1- . <,... .0.12.,,,,r...>r._____F.1.1_- ..,,c2._.,i_._ ,T,c2,&------, --- yt,4...z1, .. - 6 .. r-• 7 ' [ Le.,e2it4... .. II - e>e io Pr 1 -- 2- 122/4"›< I I itet...m,_ . L...-P1.1,-4 L. ,‘- )›6,r , p—r -----7 .......,,, ,„. _-311e" tyir717-'_ coLufrw ll - I ---. . _._.. 1 1 ,. , . , i r i c-J Ai 0 1 I ,i Ill • - • - ----------------------- 1 i_t1 11 1 4 rz, /2t44f,. ' - t477-110" -------------I----7 le _____ ___ _r(.2_ ,- T2_ - -_-_...ri e,i_.1 F?:_..-1-2,-), 7/,'::,:c• 3 W''', di?\ •f • -Jr * y.,./W * ,:7, i-iitleil) 0 • __ _..r.a2t-.2, - . 2 .- .rte2..0_____.A — — iis, V''cr.,N-.,!1?191 \\":0 ' --' je:•:' ' ' 4 1 -4- .)' PC-4 r..),/;\644 Art cUr6:1-40.:_i UE- • .,0J1 ?- -.,-.-.› 01 t?,'5, /5 ,. „.. • ,, .,.. PLAN * 4C'? . i V3eA + Or4