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HomeMy WebLinkAbout47213-Z o�QS�fFOtk�,�� Town of Southold 7/22/2023 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44344 Date: 7/22/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 400 Diedricks Rd.,Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/22/2021 pursuant to which Building Permit No. 47213 dated 12/9/2021 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: accessory garage as applied for. The certificate is issued to Solution East LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47213 6/29/2023 PLUMBERS CERTIFICATION DATED th ri d ignature o�Suffot,��oG TOWN OF SOUTHOLD y BUILDING DEPARTMENT C* x TOWN CLERK'S OFFICE o • � ' SOUTHOLD, NY 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#: 47213 Date: 12/9/2021 Permission 'is hereby granted to: Solution East LLC 110 East Side Ave Mattituck, NY 11952 To: construct accessory garage as applied for. At premises located at: 400 Diedricks Rd., Orient SCTM # 473889 Sec/Block/Lot# 18.-3-11 Pursuant to application dated 11/22/2021 and approved by the Building Inspector. To expire on 6/10/2023. Fees: ACCESSORY $234.40 CO-ACCESSORY BUILDING $50.00 Total: $284.40 Building Inspector SO!/l�,Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ao sean.deviina-town.southold.ny.us Southold,NY 11971-0959 Q �y�OUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Solution East LLC Address: 400 Diedricks Rd city:Orient st: NY zip: 11957 Building Permit#: 47213 Section: 18 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Rays Electric License No: 5141 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 60A Sub 24 Circuit Notes: Acc. Garage Inspector Signature: Date: June 29, 2023 S.Devlin-Cert Electrical Compliance Form q SO(/T�°lo # # TOWN OF SOUTHOLD BUILDING DEPT. cou631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ft. roe---- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ah o DATE DY INSPECTO OF SOUIyO� --� # # TOWN OF SOUTHOLD BUILDING DEPT. Courm, 631-765-1802 INSPECTION [o+ FOUNDATION 1ST Gov- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 110 4146wb nmmvs egr c ipl-6�5s DATE INSPECTOR l� gjf so yO� ���� `���V �f �c4r * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �` ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lop l ti k,1-- c DATE INSPECTOR 50UT�°lo TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: /00 Q a loc. fJ l DATE 8' )40 INSPECTOR r V r Q � d r y ./� y Id r' /► ,�,: _ y►. rN .`, :may J�,,����, ,f.�' !• �'..:e _ w^/ � r rt r•. a�4 r 4 �s r• ; s� _a w f'. . � 4•�t rw„Ti � "fir .r 7I dot r �' • 'Y Av 04 ML . a • -�, 4. ar^yr �^"�- '��':y ••�• Iia.,)„ •�•. 4 r•. DR�''�� F.� Cyt_'`. • 1 • • Jt_ Tt. I� p r-. k lop �oY. as� / FIELD.INSPE�C UlY P 1tT'. DATE.:• COM11'iENTS 4. FOUNDATION(19T) ------------------------------ .FOUNDATION'(ptDx o Al ROUGHFR.Q�IING;& . H RLUMB�NG: ' INSULATION.p.R:N,.•'T.. y STATE ENERGY CODE WLt I i MAI "' A;DDIQN :CCS1! 2NTS:` v J a r - r � O TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.izov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® C PERMIT NO. Building Inspector: NOV 222021 Applications•and forms must ije:fil[od out in their entirety: incomplete' BUILDING DEPT ;applications will not be.accepted:`,Where the�Applicant`is notahe'owner,an.,' TOWN OF SOUTHOLD Owner's Authoriiation,form.(Pa&21shall be completed:; Date:November 17, 2021 OWNERS .OF PROPERLY:.. . i Name:Solution East LLC sCTM# 1000-18-3-11 Project Address:400 Diedricks Road, Orient NY Phone#:516-971-5871 Email:annemarino4409gmaii.com Mailing Address:P.O. Box 283, New Suffolk, NY 11956 CONTACT PERSON:. Name:Chuck Kitz Mailing Address:P.O. Box 283, New Suffolk, NY 11956 Phone#:516-971-5871 Email:annemarino440@gmai1.com DESIGN PROFESSIONAL"INFORMATION: Name:Eileen Santora/Condon Engineering Mailing Address:1755 Sigsbee Road, Mattituck, NY 11952 Phone#:631-298-1986 Emai�lcondoneng@optonline.net -.001\111R-ACTOR INFORMATION:; Name:Harken Construction Mailing Address:110 Eastside Ave., Mattituck, NY 11952 Phone#:516-971-5871 Email:harkenconstruction @gmail.com ..: . : . . . . . . . : . DESCRIPTION OF,PROPOSED CONSTRUCTION_ ©IVew-S£- ctur'❑Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: []Other Detached(Parage $35,000 V.. . ............... ... ... . . Will the lot be re-graded? ❑Yes 0 No Will excess fill be removed from premises? ❑Yes ®No 1 k . PROPERTY INFORMATION- •'F Existing use of property:Vacant Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 0 No IF YES, PROVIDE A COPY. W Check.Box After•Reading:.The'owner/contractor/de'slgn.professional is responsible for:.all drainage,and storm water Issues'as provided by. Chapter,236 of the Town Code.;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 o'f-buildings, , additions,alterations or"for,removal ordemolition as herein described.,The applicant agrees to complyinrith all applicable laws,,orclinances,,building code, -housing code and regulations and,to admit authorized inspectors onpremise's,and in bullding(s)for nec'es'sary Inspections.False statements`made hereinare punishable as a Class A misdemeanor pursuant to Section 210:45 of the New York State Penal Law. Application Submitted By(prin name):lq2/, Ok ❑Authorized Agent ROwner Signature of Applicant: Date: /i1Zz1-Z/ STATE OF NEW YORK) COUNTY OFSL� ) P,janlr, M Cir i no being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Doar (Contractor,Agent, Corporate Officer, etc.) of 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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _+_ day ofrt/eiytb�r , 20Q�)l % Notary Public TRACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01M306900 wOw--FIED IN SUFFOLK COUNTY (Where the applicant is not the owner)COMMISSIONEXPIRESJUNE a0,2b,k I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 SO�Tyol . . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road 1�ax(631)765- 5 2 P.O.Box 1179 G • Q roger.richert(aI own.soutl9o9d.ny.us Southold,NY 11971-0959Ql� n COMM AUG 0 3 2022J BUILDING DEPARTMENT TOWN OF SOUTHOLD BUILDING UEF7; APPLICATION FOR ELECTRICAL INSPECTION TOWN UF 4-;Ji.t1T;6L0 REQUESTED BY: .. s� � Date: Company Name: , . Name: License No.: C=dr Address: r�'' +� �7 ZQ 7� Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: j *Phone No.: - ­577J Permit No.: rD� 'el �/_ , 7�, ,' �17f- I Tax Map District: 1000 Section: � ) 816ck: Lot: j I *BRIEF DESCRIPXT ON OF WORK (Please Print Clearly) �� l`klp_ �i 9 (Pfel���a7�1­14q�tftoo se Cir "4Apply *Is job ready for inspection: YES Rough In Final *Do you need a Temp Certificate: YE / NO Temp Information (If needed} *Service Size: 1 Phase 3Phase 100 150 200 300i 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Alle 82-Request for Inspection Form ` �v��U� ��� v �'�� �i L ac'V ✓"""� HARKCON-01 INSERRA CERTIFICATE OF LIABILITY INSURANCEFDATE(MMIDD/YYYY) `-- ' 10/12/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: if the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such eN�TTndorsement s. NA PRODUCER I.coar CT The Clausen Agency,Inc. PHONE ;FAx 333 Route 25A,Suite 150 t!y . o. 6:,(6-31)744-1393 No,�, _ (,uc, (631)744-'1732 E-MAIL .,,.......w. . ....,....._�-,..,. Rocky Point,NY 11778 ADDRESS: INSURER(S)AFFORDING COVERAGE- , NAIC fl INSURERA:Utica_First Insurance Company, . .15326... --_ INSURED ;INSURER Ik-, ... _ _. Harken Construction LLC INSURER C,.— 110 East Side Avenue 'INSURER D:._ Mattituck,NY 11952 ! i INSURER F- COVERAGES CERTIFICATE NUMBER: REVISION NUM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR; TYPE OF INSURANCE :ADDL SUBR POLICY NUMBER ' POLICY EFF POLICY EXPLTR M) 1MMIDo/YYYYi LIMITS A ! X COMMERCIAL GENERAL LIABILITY r 1,000,flOO EACH OCCURRENCE :.+ , CLAIMS-MADE OCCURART51 0338704 'DAMAGE TO RENTED 7 PREMISES{Ea occurrence) ff rdED EXP(Any ona,persgN S 5,000 S 1,000,000 _ .... . . .. .... .. •._.......,. ,t PERSONAL&nDV,1NJURY„ ., . .. .. LAGGR" LIMIT Ap I SPER: ` GENERAL AGGREGATE,_,..._.5,.___..._ 2,00,000 X POLI i PRO- LOG 2,000,000 PRODUCTS•CUh1PlOP AcG r AUTOMOBILE LIABILITY ! COMBINED SINGLE LIMIT I I i (Eai atcidcn1) ...-...._...---..i.S. .___..... .. ANY AUTO ;. BOOILY INJUkY.(i?er,porson} .j.5.- ... OWNED SCHEDULED AUTOS ONLY AUTOS I BODILY'INJURY(Pof accident)(S...._- HRED NON•OWNEO (PROPERTY DAMAGE i MRS AUTOS ONLY ( ;,PROPERTY I_S._ .......___...._. I( UMBRELLA UAB OCCUR # EACH OCCURREN0E_-.a„__...5__. .. EXCESS LIAB CLAIMSQADEt ---_ 5.... ._.. ... '.AGGREGATE { DED RETENTION$ S WORKERS COMPENSATION PER OTH• AND EMPLOYERS'LIABILITYY/N STATUTE, .'ER ANY PROPRIETORIPARTNER/FXECUTIVE E.L.EACH ACCIDENT S �7F[CERRlM MgE�EXCLUDED? ❑;N)A: - �--- - andatory�in NH) E.L.,DISEASE•EA EMPLOYEE$, 'If yyes,describe under - DESCRIPTION OF OPERATIONS belwl E L DISEASE-POLICY LIMIT t S 1 i # i i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER,, CANCELLADON -.... __� SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold-Building Department ACCORDANCE WITH THE POLICYPROVISIONS.TION DATE CE WILL BE DELIVERED IN Town Hall Annex Building 54375 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 s ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD HARKCON-01 DINSER A�Rna CERTIFICATE OF LIABILITY INSURANCE [ TEDA10 12/2lYYYlf) �a2r2o21 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer tights to the certificate.holder In lieu of such endorsement(s PRODUCER ONtJ1GT The Clausen Agency,Inc. HaitE - FAx 333 Route 25A,Suite 950 Atc,No,Ext: 631j744-1 393 tAlc No1:(631)71.1732 Rocky Point,NY 11778 INSURER(b,AFFORDING COVERAGE T0=#�__..�..._., INSURED Harken Construction LLC INSURER C: 110 East Side Avenue Mattituak,NY 91852 ItLsu INSURER F• COVERAGES CERTIFICATE NUMBER- REVISION N THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _ INSR ITRI TYPEOFINSURANCE -- ADDLSUBR�— POLICY NUMBER ---- -POLICYEFF f.POLICYEXP __.–__.._------ LIMITS" — `- jummn minnPePm A X COMMERCIAL GENERAL LIABILITY i i y EACH 1,000,000 CLAIMS-MME OCCUR 510338704 X2612024 7/2612022 I p sEs{Enur�cence)___ MED EXP lAny Dna rson) 5,000 1,000000 ... ....�...-..�....��.__.._,._,._.,_�... � }_._.., L AGGR LIMIT AP S PER I C�EtJERAI, Czp��G _ 2,000,000 X POLICY—" LOC PRODUcvs-ccsrriPrQ�nQc 21000;000 AUTOMOBILE LIABILITY t C COMBINED SINGLE LIMIT `-- t�t•EB.aGEltfenYi ANY AUTO E BODILY twu Y(Pur„ofson $ OWNED SCHEDULED AUTOS ONLY A��UpppT}OOpS NNEEpp _5=LY V gjL2Y(Ps[Arsl Q* --- _- AUTOS ONLY .' 00%W oL ��11,=DAMAGE UMBRELLALIAR' -OCCUR F CI �VkiR 130E S EXCESS LIAR ; CLAIMs MADE ACr3E.GACI.... WORKERS COMPENSATION `STAiU7E,f__j_ER (AND EMPLOYERS'LIABILITY Y IN – T jANY PROPRIETORIPARTNERIEXECUTIVE j E.L.EACH ACCIDENT 1 S IIC tEX.LUD>D7 ( —— ---- an torM%4 NIA(ymN 1 + d EDI DISEASE-FEMPLOYE...S. . W.__. _..._r I ffyo s,describe under In ESCRIPT)ON OF OPERATIONS below f 1 E E.L.DISEASE-POLICY LIMIT S Till, , DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD fel,Additional Remarks Sphodulo,may be attached if mon space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPTION ATE Town of Southold-Building Department ACCORDANCE WITH THE POLICY PROVIS NOONgICE WILL BE DELIVERED IN Town Hall Annex Building 54375 Route 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD LOT AREA = 105,028 SQ. FT. = PROPOSED 2 STY FR DWELL W/4 BEDROOMS 17-73 2.41 acres well FIRST FLOOR AREA = 1,650 SQ. FT. 21-225 SECOND FLOOR AREA = 1,350 SQ. FT. Ip st dwel g TOTAL AREA = 3,000 SQ. FT. GARAGE FLOOR AREA = 340 SQ. FT. PROPOSED SANITARY SYSTEM = e'y' S _ 1 — 1,250 GAL. SEPTIC TANK NOW R FORMERLY MARTIN ;g � c= 3 1— LEACHING POOL 8' DIA. X 12' DEEP Pat ' dwelling/well _ o m a m DATUM N.A.V.D. 1988 ""away , N 48'29'0 "E ; P _� Cz (24.5) = ELEVATION 4313.58 Ma+( I A%,V; ;'9T / (24.5) ; GAR. ELEV. = 25.0 (23.3) god PROP WELL o m e FFL. ELEV. = 27.0 Aa Z o ELECTRIC SERVICE FROM OVERHEAD WIRES Pala off/ I `$ NO GAS SERVICE � n r = rl I 7 I I /PROP WATER UNE 4 L, L.J Lr J vV/ rr''i. bambo N Z U I i t la ILII I DIC - , Z ` ProPo� r I � I I\ I leachln9 Po IsC. O o o I 1444 I I l I 380' not to stole BUILDING DEPT Sc TOWN OF SOUTHOLD R, I I •(23.0) (25.0) MOFDN vg 37.6 25' C A _ 9'5 A edge of bombo z � II , I N 11-30-2021 REVISED PROPOSED GARAGE 11-16-2021 ADDED PROPOSED WATER LINE c II I I �I V4 + 10-10-2021 REVISED PROPOSE HOUSE and GARAGE � 3-14-2018 ADDED HEALTH DEPT. INFO and DWELLING mtre23.5 e E 3 W°aCk Int) 194, X 'C 54.0' ( I (25.0) _ DATUM N.A.V.D. 1988 pole I O _ (28'0)w g O $ THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE O I� PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT propose aW y5 INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS, Proposed/dRve1oy 21 leaohfng pool a = PLANTING AREAS. ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. FD I 25'MOE , ` ��� �prop.Q0f' M 3 QI � UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION PIPE RIOFIT OF WAY I 2 7209 OF THE NEW YORK STATE EDUCATION LAW. � I (22'2) Io EO E�� y GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE \ \T 8'S -witknce f.e's pl� Q2 NK SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL I ` AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE 3 54'05'20"W \\ \23s 00 1 / MON LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS NN 2825'4 \ 0 FC OR SUBSEQUENT OWNERS. I �o.rs 17s N I 314.98' 13.80 SET 0'4w sNEb Q41 TEST HOLE — LOT 3 COPIES OF THIS SURVEY MAP NOT BMNG THE LAND SURVEYOR'S INKED SEAL OR I N IxRWR p . EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. tle°�%ca rn FROM MINOR SUBDIVISION MAP OF z I 1 Q� If aOi M SHED (28.1) ,� N E NOW OR FORMERLY LINDA GORWITZ AND JUDITH BARNETT JOB No. 16-246 FILE No. 992 F I "� d 3 ss'Dp� Dew m o a LYNDO MYLES d< ROBERT GU I I m �� ' 0.2� 0' SURVEYED FOR ,'a o dwelling/well I NOW OR c 121,DO, A N TOPSOIL & LOAM FORMERLYJAMES de DEBORAH MCIirA q NOW DR�R 3' & LOAM O�RiJ 'uFRGY / I l I dwelling/well 3 dwellj 9/BVHN RAVEL SITUATED AT ORIENT 13, TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. / / 3 / 14, SAND & GRAVEL SCALE 1" = 60' DATE 10=20-2016 / o CERTIFIED NEII�J ;. FILED MAP No. DATE / � I ERTI IED ONLY TO..��, v � TAX MAP No, i000-18-3-11 DISK 2016 ell cb t y I r . ° • %J HAROLD F. TRANCHON JR. P.C. e LAND SURVEYOR �o NOTE: CESSPOOLS, SEPTIC TANKS & WELL �l.Q j " I •"I LOCATIONS BY OTHERS. =� y� P.O. BOX 616 AD �-�e �, 1866 WADING RIVER—MANOR RD. WADING RIVER, Qr� ��w/ NEW YORK, 11792 o NiY CLIC. No. 048992 631-929-4695 HAROLD F. TRANCHO:NCJRas D PENN. LIC. No. 2115—E LOT AREA = 105,028 S0. Fr. 17-73 2.41 acres 21-225 22-41 22-49 22-219 I � I NOW OR FORMERLY(W M N Qr29bo'E 438.58' NOTE: CESSPOOL, SEPTIC TANK, WELL and DRYWELL LOCATIONS BY OTHERS. 1 I I I � u Oat 6-19-2023 REVISED 5-23-2023 FINAL SURVEY Z 10-13-2022 UPDATED, LOCATED GARAGE 3-10-2022 LOCATED FOUNDATION AND WELL q "� ■� 12-16-2021 STAKED PROPOSE BUILDING W/ 20' OFFSETS LOCATED NEIGHBORS DRIVEWAY TO THE NORTH and NEW ELECTIC METER 11-30-2021 REVISED PROPOSED GARAGE it-16-2021 ADDED PROPOSED WATER UNE I I I \I pp ro■u 10-10-2021 REVISED PROPOSE HOUSE and GARAGE as h ' 3-14-2018 ADDED HEALTH DEPT. INFO and DWELLING DATUM NAV.D. 1988 vaM 1 \i ———————; — @ na aff WS(OR oamao 11 frost WOUR FWM[ML TMZnVM m TAE I \1 E$ FROPU r UMM Na FOR A 91CM nacos[Mm USE.WC O NERVO MR Mot\ awe. 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SCALE 1' 0 60' DATE 10-20-2016 o- FILED MAP No. DATE SUFFGLK COU`ITr" ?;,RTb)EmT OF-E:;L7 H SER`.-A,-- gacRO,/-,L CF CONSTRU'TED V`IORKS=C4 CERTIFIED ONLY P OF Ett y� TAX MAP No.1000-18-3-11 DISK 2016 ASINGLE=-VALY RESIDENCE g� � 'IRA,y� Ar HAROLD F. TRANCHON JR. P.C. / L'39. T/t920Zf .A, Ft0.18-Ot i6 Q ^,yi 02 - -:, ? - - , LAND SURVEYOR 1x(1 P.O. BOX 616 e 1866 WADING RIVER-MANOR RD. WADING RIVER, N Rpm . �, (��F 4b. oaTs�9M1 ;° NEW YORK, 11792 .;�dra rve,>e4 :-uta µ+f IC.No.048992 _,•,:ra,, :,a._,; ;;.;,_, HAROLD F.TRA L D c,Up N.LIC.No.2115-E 631-929-4695 JUL 2 d 2023 RJ u 4- .o co d d M ! 1 , LU a oy v .n 00 In �y ... 'M TIE 1�+I.L±Jl Or,CEP �4 14/4 t s L N yq} Clio r 't �oki �" ' Oil HIM- P�915PIWALP�, ` WAL ss ` � � � k L �,o ;�.•� cc �i���fit � � _. (UNH �� o sLL tul ,•... _� ' �-f °a tWm4 w1pt"V%A AA"_1d)ao e � 12' `' ao. t , ` '' T =WE .._. j , ti a fr x,� ' ' + `a trh �' >;AA t •. ♦ i ..rs. .w- t'r-ver+' � W`�ii7,•'If�G11' .�/ l`-T.�* *h"` ' � �i ��R 4� 4A "°" a' ''.`t �` : l\ (1, si •,e . ` . co - - <G, a _ �� .. .m- .« .� , i .. .. Lam• .. +� er r `� ? „ 4 OPTS L_ tit 2 hA AW ZB 11 qo(po OV DP_ IS 2 (!c�•—a - - � , fir;-r rr ( , .`�� ��w���. .. 4� 1 e.., .,...•..,.. md N PLAN CONTENTS: WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL GENERAL N 1).RIDGE-TO-RAFTER ASSEMBLY. BUILDING USE DWELLING Z '_114"x 20 gauge soap shall be attached to each pair of rafters in accordance to table 3.4. BUILDING HEIGHT V When a collar tie Is used In leu of a ridge strap,the number of 10d common nails required TOTAL SO. FT. OF CONSTRUCTION ' �" 0 CONSTRUCTION NOTES: in each end of collar tie need not exceed the tabulated number of ad nails in the strap. PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND V 2 RAFTER-TO-WALL DESIGN CRITERIA 2020 ICC WOOD FRAME CONSTRUCTION MANUAL C � 00 1).The information within this set of construction documents Is related to basic design ). APP0 ED AS Ind TED intent and framing details.They are Intended as a construction aid,riot a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shag be In FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES � �" � for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below,rafters EXT, BALCONIES State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to 40 DATE: pC op the to the wall stud with uplift connections.Roofs overhanging the rake side of the building DE GK S 4D B.P.# construction details and procedures to ensure a pnofession$gy finished,structurally shall be connected with uplift connections kt accordance with table 3.3a e N sound and a weatherproof completed Product ATTICS w jo STORAGE 10 FEE: UJI 3.WALLlO--WALL ASSEMBLY: ATTICS w/ STORAGE I 20 NOTIFY BUILDING r's=PARTMENT AT CtL1 v-4 2).TheGaneralContractorisresponsbleforensuringthatallworkandconstruction ) DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD 25 d M meets current federal,state,county and local odes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in (LIVE LOADS PSF) ( ) 765-1802� 8 AM TO 4 PM1 FOR THE LY %0 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the ROOMS .(0TH ER THAN SLEEPING) 40FOLLOWING INSPECTIONS: TJ should be adhered to even If in variance with the plan, studs shall be attached to a common member in the floor assembtywith uplift connectors In ROOMS (SLEEPING) >v N ).DirneesionsshalltakepreoWerdoverscaleddrawings. STAIRS FOR POURED CONCRETE accordance with table 3.3. 4� 1. FOUNDATION - TWO REQUIRED o 3 V 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200 First wail studs shall be connected to the foundation,sill plats,or bottom plate with uplift 2. ROUGH - FRAMING & PLUMBING {DO NOT SCALE DRAWINGS}. EXPOSURE CATAGORY 3. INSULATION 4).The engineer has riot been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches in concrete � responsibility for construction nor ucoordinatingwiththeseplans, r"esponsibilityfor foundation and slab-on-grade,15 Inches In masonry block foundations,orlapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped underlie ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4. FINAL - CONSTRUCTION MUST LLO precautions and programs in connection with the work.There are no warranties for a spavinbottom Is totespaced aced are sized ashesIn accorhall dance used th the oft chor NAILING SCHEDULE SEE GENERAL NOTE PAGE BE COMPLETE F if, C.O. r. specific use expressed or implied In the use of these plans. anchor told are to be�n�lbe n 6-12 incches ohm the enidn of addition plate ap all ALL IR EME UCTrCN SHALL MEET THE - EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE REQUIREMENTS OF THE CODES OF NEW 5).Refer to the Window and Door schedule for exteriorol*nings• ooffles. FIRE PROTECTIONbym] SEE FLOOR PLANS YORK STATE. NOT RESPONSIBLE FOR, 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SMOKE & CO2 DETECTORS 50 DESIGN OR CONSTRUCTION ERRORS. _ or exceeds manufachrre%specifications and applicab4ocodes. Type Iexterior shear walls with aminimum of7/16 Inch wood atnicturalpanel onthe exterior TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION_ attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and 7).The General Contractor is to consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the Interior attached with 5d cooler nails at 7"o.c.at panel ENERGY CALCULATIONS R ESCHECK 4.6.3 such as bookcases,shelv'uhg,pantry,Closets,trims,etc. edges and 10"o.c.In the field shall be In accordance with the length requirements specified +u� In table 3.15a-b. 8).Wind Toad requirements shall betaken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193 ' Z FOUNDATION NOTES: Type 11 exterior shearwallsshall meet the requirements oftable 3.15a-b times the appropriate ) COMPLY STAT ALL CODES O ' t/1 length adjustment factors in table 3,16. Number Of Number of NEW YORK STATE & TOW'i. CO ES W • 1).The General Contractor and Mason to review plans,elevations,details and notes to Joint Description Common Na1s I Box Nails Nail Spacing ...._ AS REQUIRED AND CON D i'- ONE,. OF A3 determine intended heights of finished floor(s)above typical grade. 4 INTERIOR SHEARWALL CONNECTIONS: 2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psi Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ROOF NAILING interior shearwalls are used.Sheathing and connections shall be in accordance with l T0'NiJ c'= 2.4.4.2 and 2.2.4 respectively. Rafter to Top Plate(Toe-nailed) 3-8d 3-Bd per rafter Cf 3).Provide 112"expansion Joint material between concrete slabs and abutting Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3.6d per joist SC N'�1 T `' BARS 4- X concrete or masonry walls occurring In exterior or unheated interior areas. 8},CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 5-16d 5-16d each lap - V Header and/or girder connections shall be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-nailed) 4).Any new concrete walls beim attached to existing concrete structure shall with table 3.5.Window sill plates shalt be have steel connectors In accordance with table Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5_16d each lap $_ W 4- be installed with#4 re-bar,18" 12" U long at o.c..Use approved epoxy for installation. 3.5. - Cogan Te to Rafter(Toe-nailed) 2-10d 2-10,1 per be 5).Unless otherwise noted,all slabs on grade to be 2W0 p.s.l..Concrete to be g).CATHEDRAL CEILING ASSEMBLY: Blocking to Rafter(Too nailed) 2-8d 2-10d each end poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge Is to be used as a struct ural beam,the rafters shall elther be matched and Rim Board to Rafter(End Nailed 2-16d 3-16th each end y to be minknum 3-1/2 Inch thick. anchored on top of the beam or slope connectors shag be attached to each rafter-to-ridge • 6).Crawi spaces to be provided with a minimum 1$"x24"access opening.Install one along the open ceiling part of the building.Connections to fie edge and wall shall be be WAIL FRAMING OCCUPANCY ANCY OR attached with the above requirements. - d- 8x16cast iron formdationvent for every 150sq.ft.of area. DECK AND COVERED PORCH NOTES: Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per - USE IS UNLAWFUL 7).Dampproof exterior of foundation with bituminous coating as per section R406 of Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side • tin ('11m shall be appiced over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud(Face-nailed) 2-16d 2-16a 24"o.c. W ITNO UTq C E RT I F I C A N.Y.S.Residential Construction Code.A 6-mil polyethylene the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be gaivir ized or stainless steel. Header to Header(Face-nailed) 16d 16d 16"o.c,along edges esldentiunt Code. 2).Girders for deck joists to be bolted to each peat with washers and nuts. `�J F OCCUPANCY Q �' 8).Drainage as per section R4055 off N.Y.S.Rte+ Girders on concrete piers shall be anchored with proper steel connectors anchored 3.16d 2-4G.; per Stud FRAMING WITES Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Top or Bottom Plate t0 Stud(End Nailed} p w_t M 1).All framing techniques and methods as presdfiptiva design of 2020 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. RETAIN STORM WATER RUNOFF V MEdition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall 1 be 3 ft.Mow grade.Concrete piers to be used with all porches/decks with roofs or pergulas. PURSUANT TO CHAPTER 236 2).Unless otherwise noted,at framing and structural wood material to be#2+BTR. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed)l. -16d(1,2) 2-166(1,2) per foot 0 F THE TOWN CODE. �••� Douglas Fir. 4).Deck joists te have blocking at 8'0 o.c.. FLOOR FRAMING M 3).Floors,wags,codlings and rafters to be spaced at 16 Inches o c.unless noted 5).A minimum of 10 Inch flashing shall be installed between the building and ledger, 4-lid 4-10d per joist otherwise. Ledger to be fastened to building with 112"dia.bolts with washers and nuts Joist t0 Sill,Top Plate or Girder(Tog-nailed) Q� where needed. Bridging tOJoist(Toe-nailed) 2-8d 2-10d each end 4).Unless otherwise noted.all bearing wag headers to be(2)2x10#2+BTR.Doug.Fir. Bears wag headers to have 2 jack studs and{2)full length studs on each side of all Blocking to Joist(Toe-nailed) 2-8d 2-16d each end Bearing ( ) 6).Concrete piers shall tea a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of Blocking to Sill or Top Plate(Toe-flailed) 3-16d 4-16d each block openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wag 7).AN joists to be supported with hangers and anchors.Each Joist shag also be anchored Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist ELECTRICAL openings between 4'1 and 60 and 2x6 wadi openings between 611 and 99.Provide fire to gds) and blocking vrtnore applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-14d per jest 9I�,S�PEC'TIQI� I�EQIa➢6I� an All flush t where to be installed with heavy duty galvintzed hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Band Joist to Joist(End-nailed) 3-16d 4-16d per joist Band Joist to SIA or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot anchors where applicable to all connecting joists. PLUMBING NOTES Ag water supply,under ba 6}.Double up floor jpply,drainage and venting to be installed as per N.Y.S.Residential ROOF SHEATHING \ ousts under wails that run parallel to�floor joist aril bathtubs. 1}. - D DO.NOT PROCEEWITH Floors to have ceramic tk Installed shall be verified for proper bad capacity unless noted Construction Coda Structural Panels(See Notes 4,5 and 6) 6"tie 112"field FRAMING UNTIL SURVEY, on pians. 2).Vertry septicfie system with Engineer for Suffolk County Health Department approval. interior Zane 8d 10d 7).Provide blocking/bridging in floor joists at 8'0 o.a.Use sold blocking in floor joists 3 If wall studs dates or are cut out during Installation for any plumbing related work Perimeter Edge Zone 8d 10d 6"edge/6"W OF FOUNDATION LOG under all bearing walls, provide adequate bracing and� lates to protect and scours the structure.Verify with the Gable End Rake with up to 1'Rake Overhang 1�j 6"edge/6"fold WAS BEEN a APPROVED. 6).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permfitod. - needed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise rated,all roofs and walls to have a minimum 1/2"think,4-ply Fir 1).Mechanical subcontractor is responsible for adhearirng to all applicable codes and safety Gypsum Wallboard 5d COOIerS 5d cabers 7"edge 110"Heid All ailedexter, e lighting o CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. WALL SHEATHING installed,replaced or plywood 2 HVAC subcontractor c bcottitfully all stem data and requirements with the Structural Panels(See Notes 1,2,and 3) 8d 14d 6"edge 112"field repaired shall conform 10}.Unless otherwise rued use 314"thick T&G PTS Fir or Advantech d subfloor ) y adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. t0 Chapter 172 over subfloor as per manufacture's instructions. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General 5d coolers 5d Qaolers 7"edge!10"field of the Town Code 11).All bathroom wells to have 1/2'thick moisture resistant sheetrock.Garage walls and Contractor and owner for final review and approval. Gypsum Wallboard � ceilings and over furnace to have 5u'8"thick"-x sheetrock.AN other parts of building to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING DR F C!. r' V E 12).All roof with a pitch less than 4:12 shag be Installed with an ice&Water barrier or 1).A WWec ftA to be installed as per N.Y.S.Residential Construction Code. Structural Panels 8d 10d 6"edge 112`field NOV 2 approved equal.Flat roofs shag be applied with a Fibuglas base sheet with an EPDfvt 2 work shall be approved by a qualified Underwriter. 1"Or less torch doom type material aver. ? pp 13).Ali sig plates and wood in contact with concrete to be pressure treated.Sill Nates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 (1)Nailing requirements are based on wall sheathing nailed 6"on-centt'r at the panel edge. Alternate nailintl schedules shall �tJl�c.:s:... DEPT The installed with a foam sill gasket and cop-r-textermlte shield a approved equal. of N.Y.S.Residential Construction Corte. 9 wag sheathing is nailed 3 inches on-oenterat the panel edge TOWN OF `r�uzHoE be used where wall sheathing nailing is reduced. For example, , to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternateconnectors shall be used to maintain load path. - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing within 4 feet of the corners,the four fit edge zoite attachment requirements shall be used. • . (3)Tabulated 12 Inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42 fG<0.49. Wind Seismic Weathering Frost Line Termite Decay Winter Ice Barrier Flood Hazards Ground Snow (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roo,peak,the 4 foot perimeter zone attachment requirements shall be used. _ •5 R y w , w Load Speed Depth Design nderlaymerit Temp. Required (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members vAth G>0.49.For i . i';; epi, Moderate framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. r . 25 psf 140 mph B Severe 36 in. to Heavy Slight to 15 F Yes (6)Forw{nd speeds greater than 130 mph,blocking Is required which transfers shear load to two additional rafters(3 rafters In " Moderate total), (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails, 84 MST r • - N u TION DETAILS WIND RESIST NNT CONSTRUCTION CONNECTORS o CONSTRUCTION DETAILS & WIND LOAD PATH CONNEC v r 0% CONN CTION LOC ']ON: PART NUMBER: NO S: RIDGE—TO—RAFTE'RS LSTA24 APPLY TO EACH PAIR OF RAFTERS • � `t7 N RAFTER—TO—WAI-L RT20 APPLY TO EACH RAFTER. c . RAFTER—TO—PLATE RTI 5 APPLY TO EACH RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNE TOR RAFTER pLATE_TO—WA STUD SPTH4 APPLY TO E&H WALL SM ,n R RIDGE 2ND. FLOOR WALL—TO-1ST. FLOOR W KLFTA OR MSTA36 APPLY TO EA WALL D V) HEADER—TO—JACK• STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO Egli CRIPPLE_221D TUD SHEARWALL HOLDDOWN ANCHOR ADS5 APPLY TO -EACH SMAI&M 1ST. FLOOR—UNDER—S LL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE .SILL PLATE L �' USE WITH 3"� A W ERS INIA . t TM Ppt1CR +i®OR APfID NED t1CP MALQON�FWPW M�lD l�tQTll�if FCXLOMIInlo!9DL:D N' t'N1ATIM MTRM Ill M ACBE UPLET LOW CAPM=o `A PROVIDE l/r SPACIING 4w •C RAFTERBETWEEN THE END STUD ,..T COM u AND TM 2 OTHER STUDS WLT FOR ALLOWING ` CORNER STUD s a T RAFTER HOLDDI INSTALLATM . • TO SHE„ ULRANrO noRtr IM yr oc .� TOP PLATE FASTEN WITH(2)1�d KL RAU VID PO AI �0C o • C NAILS Q I.O.C. z� �. TOP PLATE M L eon+oe� .WALL STUD SIDEWALL ENDWALL L 1�TH�0 �'�► WALL STUD N 4'III IIIP It 2ND.FLOOR WALL STUD p ,g 0 M ' . 0 .N • 2ND.FLOOR PLATE CRIPPLE-STUDSLAWLWR W WOOD JOIST RISA @BAROHEADER BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATLSi W 7M' ftih-'F GIRDERIHEADER WOOD GOER WOOD JOIST 1ST FLOOR WALE.STUD - k : JQIST A M'EL""MI EI MIMI i�49 '� -,^"r' _ IST. FLOOR WALL STUD ` 1 ST.FOOR PLATE _ .L ,, SUlSFILOOR ' i , WAIL STUD WALL STUD -•-' - - Rt l BOARD BOTTOM PLATE 80TT0�1 PLATE - -�-`^ ' , DOL S .I.PLATES •• BATHTUB g� DOUBLE S�.t.PLATE DOUBLE DOUBLE - (TO OVERLAP OVERLAP Jc .� . _ FOUNDATION WALL .' lot FOUNDATION WALL ' y LFW Ilkfil MusaWAUIS ` J 684 � �.n` L0 rn I L } 00 r 00 ccm • ON LU G ' 0 M •• -0 X 0 G rr v i V) t in L0 LO • U Irl EXC4VAre'r-> Moms'iT4JC, 4 4-+1 t�U�'� -c��.c�•�:�1�'" tJ _ tom_ - o ? � • i i! A3, d WIRE m 1�45F{ 0 ELI ' i T v V) ' hLn t_0, V '�lCj'• , � �l.,s.►.- ('-C of oIr i.0 (ALr 114 . 1'O it g4QPr 3l -" x q` jz" Lv�RICY's 0 w111INtp)5d [S Q 1:NU YaWT45 [ O 21k cp 11 i,=pw:Tmg,5 at u "40,o Z5<GP CCUR n M @46"0,01 ALT" telpet5 6TT T-Opm ZWIM4 "fi 5. S<T, - 00P 1314 k` 91/2 WL-R M ,SSL vz"I F mr4 c i.,t Pao ov N pj top , Lu • 2'x41, 51-V D WALL � 1 to ox., �_ T �1X G CO LLA r� ��. / li L�3�* F�..`t* OZ3 L? N CA ta CA 411 PL)R 1�C 0 QC1 M- m 9 ;=D�tz W IN W1 n M%A A1+1 DQE 1 � ,T t � 1 15/A5" AtjCt4o F. rCa..' 'S 2 a " t).tJ. f N S Vii' w v 7xw 0,U , IN I Wit?%0R zP�1�.1.E 4 f;G. (L� tia�Fo �.7W� ��•� �� 14 �t it - 9 � 1 a ,M d 1.1 o l.i T 1 C. 1101. 6�l 1 i1't" L�t�-. T'1 WQ W 17 lye" x4 1 . 1 �, �!I���.A .; - r'f P 1 1 .G�..fc:. 501.)t� P6 t�1. - p� OPr u 1_ t o AW X51 . 90(00 ON/ r,3: G b w hA 0 634 4L' R lop t