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HomeMy WebLinkAbout44604-Z ��Q�Ogt1FFQ(,i-�p� Town of Southold 11/6/2020 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41582 Date: 11/6/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 445 Town Harbor Terrace, Southold SCTM#: 473889 Sec/Block/Lot: 66.4-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/8/2020 pursuant to which Building Permit No. 44604 dated 1/21/2020 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: alterations and additions, including covered porches and outdoor shower, to an existing one family dwelling as applied for. The certificate is issued to Hobson Landing LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0125 10/28/2020 ELECTRICAL CERTIFICATE NO. 44604 9/10/2020 PLUMBERS CERTIFICATION DATED 9/10/2020utch e East Plumbing n o ' e Signature �o�su�Eol,��o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE • 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#: 44604 Date: 1/21/2020 Permission is hereby granted to: Hobson Landing LLC c/o Matthew C Daly 368 W 117th St Apt IF New York, NY 10026 To: make additions and alterations to an existing single family dwelling as applied for per SCHD approval. At premises located at: 445 Town Harbor Terrace, Southold SCTM #473889 Sec/Block/Lot# 66.-1-26 Pursuant to application dated 1/8/2020 and approved by the Building Inspector. To expire on 7/22/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $453.20 CO-ADDITION TO DWELLING $50.00 Total: $503.20 uildin Inspec OF SOUry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rte-town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hobson Landing LLC (Daly) Address: 445 Town Harbor Terrace City. Southold St: New York Zip: 11971 Budding Permit#: 44604 Section: 66 Block. 1 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. REP Electric License No. 46288-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 X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 52 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 8 Wall Fixtures 13 Smoke Detectors 7 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO Detectors 3 Sub PanelA/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 45 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-exhaust fans, 6-paddle fans, 15 ARC fault circuit breakers Notes, Inspector Signature: Date: September 10 2020 81-Cert Electrical Compliance Form.xls so Town Hall Annex Telephone(631)765-1802 54375 Main Roadi Fax(631)765-9502 P.O.Box 1179 .G�E � Southold,NY 11971-0959 •. '�+ ® �� O� L BUILDING DEPARTMENT SEP O 2020 TOWN OF SOUTHOLD 1j7MM qV DEPT. _ i ,CERTIFICATION r 1 a Date: t ' Building Permit No._ +I(O 10 Z__ ' Owner: \,'�1 v CJ J �`y 1d�1 I_L / (Please print) 1 J - .._Plumber: K (Please print) 7 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) l Sworn to before me this day of'Sb } 20 ao CONNIE D.BUNCH j Notary public,State of New York Notary Public, County No.01BU6185050 j Qualified in Suffolk County �l Commission Expires April 14,2 I SOUTyo # # TOWN-OF SOUTHOLD BUILDING DEPT. ly�ourm 765-1802 IN-SPECTION [ UNDATION 1ST [ "] ROUGH PLBG. [ F NDATION 2ND = _ [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE-RESISTANT PENETRATION j ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [' ] PRE C/O REN)ARKS.- DATE- INSPECTOR V/Lor wk TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm 765.1802 1NSPECT [ON [ ] FOUNDATION IST [YROUH PL13G. FOUNDATION 2ND [ ATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE--SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOP!NO [ ] P C/O REMARKS: '[ 1� h eP�/ MAGnbkov wh,t,p t Wtlk- % `V DATE 1D 7,O'Yv INSPECTOR OF S,OUTy06 * TOWN OF-SOUTHOLD, BUILDING DEPT. 765-1802 4 r^ INSPECT 1 ON [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND _ - _ [ y] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]` FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION� [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ;[ ._ ELECTRICAL (FINAL) [ ] CODE VIOLATION [` �] PRE C/O REMARKS: DATE �� INSPECTOR Y `lL4(loa� Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com September 10, 2020 D Mr. Mike Verity Building Department SEP 1 0 2020 Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 $UILDNG DEPT. Re: Daly Residence—445 Town Harbor Terrace,Southold, NY Dear Mr. Verity: A virtual site visit was made to the above referenced property on March 31, 2020 to perform the plumbing and insulation inspection for the proposed renovation at the above referenced property. Based on my observations and to the best of my knowledge, the plumbing and insulation is installed in accordance with the 2015 International Building Code and NYS 2017 Uniform Code Supplement. Please call me if you have any questions. Very Truly Yours, OF NEW� Condon, P.E. �'tQ' �pSEPH C0 X54, ti °o * � z r W -Alt' 081912 - N FIELD INSPECTION REPORT I -DATE. COMMENTS r s dvr 0 ?� FOUNDATION (IST) H ------------------------------------ i FOUNDATION (2ND) H ROUGH FRAMING& PLUMBING V. INSULATION PER N.Y. STATE ENERGY CODE t0 v ` ` M FINAL l ADDITIONAL COMMEN - ao 503�ao ellS� ® l . , m o z � H � x 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdtownnYg ov PERMIT NO. V�U Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: n Approved 20 Mail to: `� Disapproved a/c 66® ►/A ` 5TUN P-D 0768606F Phone: �0 �-'j� 2 Expiration ,20 Building Inspector f JAN a 8 2020-PPLICATION FOR BUILDING PERMIT Date .,��?�l , 20 ZO INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, 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. S A V it�i4 k— &—a Z (Signature of applicant or name,i£�-cer�eatinn) (Mailing address of applicant) �,L State whether applicant is owner, lessee agent, architect, engineer, general contractor, electrician,plumber or builder( fQeryq i 7� Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate'officer) Builders License',No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section (O(P Block �� 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 f:sI OF/,/7— b. b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration ,/ V Repair Removal Demolition Other Work (Description) 4. Estimated Cost 445 '3150, CC)o' O (.2 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor \ If garage, number of cars \ 6. If business, cominercial or mixed occupancy, specify nature and extent of each type of use. 1 , 7. Dimensions of existing strictures, if any: Front Rear �j4 Depth Height Z� `(� '' Number of Stories r r Dimensions of same structure with alterations or additions: Front Rear 49/ Depth ' HeightNumber of Stories 8. Dimensions of entire new construction: Front = S Rear 5 Depth Height Number of Stories 2 9. Size of lot: Front / " / � Rear /& -/ f Depth L'41?. 10. Date of Purchase Name of Former Owner 1 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 SAL Address Phon Name of Architect 0 LGEW SAk AddreslySO &VaC" Cup /7- Name of Contractor Address Phone No. 6 '29 � 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-Z * 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 Qv--&TF No.01 BU6185050 otractor A ent Co orate Officer etc. alified In S�1� our y (Cng ) Commission Expires April 14,2C) 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S�w�o���to before me this rx�r' ► day of 20 -)0 Notary Public Signature of Applicant .f Sott A. Russell ,��05UFFQ,Ir ST(0 R M[WA\T]ER, SUPERVISOR �j ( - � � I��1[A\lam A\G�]E1��J[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF 'd'I<3[IE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑b"'A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[21fi. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑p-15. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E Site preparation within the one-hundred-year floodplain as depicted" on FIRM Map of any watercourse. I-installation of new or resurfaced im ervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies'of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Distncl NAME iLEEN 'Slq4To2A lvly 2(0 anmi Section Block Lot Gsamufd ` FOR BUILDING DEPARTMENT USE ONLY •.�r Contact Information �'" ✓/ `121�22 ;1d ph—Nunbal Reviewed By: G — — — — — — — — — — — — — — — — — — Date- Property atePro ert Address/ Location of Construction Work. — — — — — — — — — — — — — — — — — 4-45 �Dw� 44 � ZF/—z Approved for processing Building Permit. I��UU Stormwater Management Control Plan Not Required. OU ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) aFORM # SMCP-TOS MAY 2014 Atf SO � o Town Hall Annex ! ( Telephone(631)765-1802 54375 Main Road F (631)765- 5 P.O.Box 1179 • Q roger.richent(i o`wn_sout�olU nV us Southold,NY 11971-0959 BUII.DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ( A _ Date: O` Company Name: Name: License No.: F ►AIL Pe ►C Address: Phone No.: JOBSITEt INFORMATION: (*Indicates required information) *Name: *Address: _ Lv��/ *Cross Street: *Phone No.� GJ / ( 0� Permit No.: '..) c9 Tax-Map District: 1000 Section: Block:, Lot: *BRIEF DESCRIPTION OF WORK(Please rint Cle y) (Please Circle All That Apply) Is job ready`for inspection: ES! NO. Rough In Final' *Do you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect. Underground Number of Meters Change of Seryice Overhead_ Additional Information: PAYMENT DUE WITH APPLICATION rb 82=Request for Inspection Form o�suFFol�-�oG Town Hall Annex �+� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CIO Southold, NY 11971-0959. 0 • ti�ol � dap! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: J A'V 13 'ZO2-C' r Owner: �� �� Location of Property: 445 7-00,\4 "AleL TE/2I CL4 Please take notice that the jcheck applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to•an existing commercial or residential structure to be,constructed or performed at the subject property reference above will,utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) , in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: '1� JC//�1 l Name (person submitting this form): 1u70,e,4 Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 61' DIAMETER REFLECTIVE 11 RITE REFLECTIVE RED PANTONE #'187 i 1/2" STROKE The construction type designation shall be 6617!' 4611773 66111777 661V77or. 66 77 to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ® 64F73 FLOOR FRAMING, INCLUDING ® ® GIRDERS AND BEAMS } 6677 ROOF FRAMING 6G 77 FR FLOOR ANIS ROOF FRAMING STANDARDS AND CODES r yz T*e Ie� ►, 44- �oD T y0-- cel QT-V ZA s COTC4�-OCA 1 r) D �� 1 Nov - 4 2020 ASV 5ri I C; y�✓,L)L':kOLD _ 102a4 I Day LAO '�1fl8 RX 2a9 4 "� r ` 241 S5533.5pbw [50, sc273 To* EN FOUND 171.5.9, ami 171.59' 8c2L0 �1�a2r 1C a;, vc 27.4 ) t no 26 f ( 2x, }i$7 22 219 [87.97 ZIS 21.4 198 I 22., I 4- 21.8 219 221114 2a7 ) � Z 1194 2;s 27213 OD I rT; 21.8 22.1 7A3 Ln I 21.9 10 213 2D.9xis CD. I &7 I 2 STORY a c7 [&34'] f,aa tis x'a I FRAME I as — — 21s' I FLL090 I,I+a' zt 4 x�0 me 2U j 21.8 I �ue1 2Z 12�MW� • 21 [37.9'] 21! 21 21.4 21.9EX[5T"(A X21.6 21.5 �4 21.0 0001 25213v� 0 2119 {,46 xa1 22.0• m �. 21.0 m7 [95.0'] zi9L21'2Certified,as noted and I'onited below,only to. 149t177 MS0 DALY 2a4 ads SUB&T PRELW AREA=335.904 SQ FE(OM42 Aa) ,a2gg113 ® � " S41'57'50°W 69.80' ' f17' THE PREM HEREON BEND KNOWN AS DISTMCT 1000I •1&1 •,e 2rTTAX MMAPS OF COUNTY OF SIffOIK LOT 25 AS SiOWN DV 1HE OfFIgALt178 W ,9J ,_o _ 1 ——THE PIBQISES HEREON BEING IONOM AS EDT 6 ON ED 1A7 178 1�•4 —_— 1—:8 _ 1&8 NAP 5192 ASS 1319 DMED NAP OF TOWN RM �� 242 �.�"" %&I TERRACE AT SOMOLD,TOM Of-SOUTMOL91Y.'k 93 MAP APPROVED AND FRED 011 OM 16.1968. NE SURVEYOR'S SEA,"ATURE AND ANY CRMTON 1:?- TOWN HARBOR TERRACE _ APPFARNO HEREON SIGN"THAT.To THE BEST OF EIS [30' WIDE] INOXIDIE um Mg.TMs SURVEY WAS mean N ACCORDANCE MM THE MM STANDARDS FOR num SURVEYS AS SET am N 1NE CODE of PRACTICE ADOPTED BY TBE NEW YORK STATE AS`DaADON OF PROFESSONAE LAND SURVEYORS,INC. CERTINCADONS SHALL RUN ONLY TO THE PERSON FOR WHOM DHS SURVEY WAS PREPARED.AND ON FIR BEEIALF, TO THE TIRE COMPANY,LENDING NSBNITION AND GOMMEM&AGENCY L151FD HEREO{SAID CE VFUVDNS ARE NOT KUDED To RUN To AWNO& TITLE C011PAMES.LENDING WMA SUBSEQUENT OWNERS 08 FUTIW2 CINDRACT VENNFS. ELEVATHNS HEAEDN RE TAKEN FROM AN ACTUAL FIOD TOPOGRAPHIC SURVEY SURVEY BY TMS OFACE ON JURE 1$2018 M THE NORRI ANfM('AN VOmfAL DATUM OF lyes(RAVD-118. PREPARED FOR UNDERDEOUED DFROVEIM STRUCTURES,UTIM OR KRISTEN DALY 90DAMN18,AND ANY EMENTS MATS 10M ATS NOT SHOWN on KESS oTIRRWISE Norm PROPERTY S17UA7E AT UWER RII D ALTERATION OR AODRIau TD A SURVEY MAP a NEW yo 445 TOPY HARBOR TERRACE BEARING A UGENSED LAND SURVEYOR'S SEAL R Ay�P��S w% �� TOWN OF SOUTHHOLD MIXATIUV OF SECU 7218.SUB-MON 2 OF TEE NEW l9 YORK STATE EDUCATION LAW. COUNTY OF SUFFOLK CONTRACTORS' LINE & GRADS SOUTH L.L.C. STATE OF Nff YORK 23 Nepperhon Avenue 05000 SCALE. 1"= 30' Elmsford, New York 10523 if Phone: (914) 347-3141 LAND SEPTEMBER 12, 2018 Cbpynght(c)2018(ANVIRACIDRS'LINE B[WADE SOUTH An rfghts re -L Qt37--2415 Daly Lang Southold NYtdwgtJ415—Svrw sdwg SANITARY NOTES: 'ti N / `,,VACANT •� ` / 1. SURVEY BY CONTRACTORS'LINE&GRADESOUTH,LLC. / _ / DATED NOVEMBER 1,2019, "7 s�� w E VACANTloe \ FT 2. 6 BEDROOMS ARE PROPOSED FOR THE RESIDEI CE. AL y Low 4. TOTAL LOT AREA AREA=35,904 S.F. _ F0, 5. EXISTING TOPOGRAPHY REFERENCES THE NAVD'88 DATUM. y �' 3?841r T 0 E A$]ERCY$j '6 Cioe S5 . !f EX.GAS l \B /` -__ s I 6. THERE ARE NO WELLS WITHIN 150'OF THE PROPOSED ��° OF r0jW H OE ; 533504W scz ? SERVICE �� �� -`` SEWAGE DISPOSAL SYSTEM. 0 ARBOR CANE C� RON PIPE Ic215 _ _ PROJECT .f1 0 opo FOUND ac'a' 171.S9, fiz77 ficalo 1201 '\_ 7. THERE ARE NO WETLANDS WITHIN 300'OF THE PROPERTY. LOCATION �C� '•`` r O ec 2,0 rc Qv 8'0 X 8'DEEP LEACHING POOLE-? TEST HOLE i PROP.WATER / r (TYP.OF 2) 2z0 ; 26 SERVICE I 1 VACANT r 2:' PROP.RELOC. z:a z09 80 X 8 DEEP EXPANSION 2,.s I ss I I LEACHING POOL �. 2�1 GAS METER TEST HOLE � r 150.0' 'MIN 22 f PROP.2-STORY 2t a 207 I � � � EL.22.0 ` M7azte 1 ADDITION 215 a ,tsa 44.8'PROPOSED a'2' N 211 s r $D I I 10' 2'e rows 212 a 127 DARK BROWN I r VACANT _ MN 'MIN +r n, • 210 los I SF RESIDENCE EXISTING LOAM OL 1 L r , , 78.2'PROPOSED 2a6 r• 11-60U l •.' M 0 �ED 2,000 GAL.10 0 X 4 DEEP ;-----rya0 53.4' 1 CONNECTED TO WELL OO BROWN SILT PRECAST SEPTIC TANK 3s 1' 12 STORY 211 tts0 SEPTIC ML y�q p D q(� z,s• I I 1 I fLO r • 14 21.0 268 266 20.2 ISTOR/ 3, ��pp \ EXISTING CESSPOOL TO BE 2:6 37.s' I [6L z06) GARAGE TO i Y � \ PUMPED DRY REMOVED IN r__y�_22 2,s „ 21 BE REMOVED ACCORDANCE WITH THE }(ea SCDHS STANDARDS I 21 1 215 -�214 2 0 20.6 204 - 2 STORY r\\ r PALE BROWN 213 1SY FRAME FRAME EX.U.G.ELEC. I [WELL INSIDE] r FINE SAND -- a t186 ® SP I SVdFO'-KCOUNd V DEP167c3d1YY.S,1Vb OF HEALSMVTC1,9 I \ EX.WELL TO BE I a 200 2a, I r �\ ABANDONED 220 i i I 210 20.7 ` 2.5 // r \ VACANT 21 szi 2 i GRASS PER T FOR APFROVAL Off'LO7�� 1l-C-1"� S3 A DRIVEWAY 1ss /�;5 1e6 n7 wll GL,F.�"ANMY IDEN ONLY I EX.OH ELEC. aVs i j 200 / I 17' q DATE �qq qq��pp+a�{�� q �y r \ ,T 206 I 204 I ,. l - DA E Y� � A4E .NO.��_ 6 �I r \ I I I � r TEST HOLE PERFORMED MAY 30,2019 g9,t8[®\n S41'57'50"W 69.80&2_\' f171 -- -- _-- - BY MCDONALD GEOSCIENCE APRIL VEM >, 98.50 L 193 / NO GROUNDWATER ENCOUNTERED I r \ I if S3�•53�32 W �5' 'a--- FOR � �Z. A�� � \'�s0�� aD fig.ry-[y�7-7�YEARS y�-+A�p(�FROM 7 y^�,q+� APPROVAL�jg��/�y�p g I 20.T•-•-.8+8'- ` 141 _ !"6---'.•-4------'~.8-------'�6 I✓ SIlL.J 1 S7IlG S-. d GriS�ti7YL®1'sl LlP'3 t rib-rEiV YPLL TOWN HARBOR TERRACE [3O' VIDE] ��- SF RESIDENCE T - Ir-------------- CONNECTED TO WELL WELL _ SF RESIDENCE I TENNIS CONNECTED TO WELL I COURT 1 NOTE CHAINGE(S) SITE PLAN By Suffolk County Department®f Health Services SCALE:1"=50'Cf 0 �� � ` WATERTIGHT FRAME&COVER W1 F.F EL.23.5 CLEANOUT MORTAR FROST APPROVED LOCKING DEVICE CONCRETE COVER _ CONCRETE COVER PROOFING 24"0 PRECAST CONC.RISER BELOW GRADE ; BELOW GRADE G EEL 21.8 RINGS(12"MAX.HEIGHT) GRADE EL,21.8 1 f p Me 24" 1'min. LT RAFFICBEARING SLAB 0^ PVC WASTE LINE 2'Max t -�` , N PITCH Ye INCH PER FOOT TRAFFIC BEARING SLAB ',rq � Health Department Approval,Stamp 4"SANITARY WASTE PIPE TO ZJ PITCH 114 INCH PER FOOT INV EL.18.7' 8.7 ( � .� z INSTALL DUMMY RINGS AS NECESSARY TO wt"��'L'1 O� '�' Plans are prepared by Condon Engineering,P.0 It is a violation of the New York State Education Lew,Article 145, INV EL.19.6 INV EL.19.2 INV.EL.18.6 Seaton 7209,for any person unless acting under the dirschon of a licensed Professional Engineer,Architect,or Land 19.0' 10'MIN. Q5 °O 18'(8'MIN.) 4° BRING PROPOSED,STRUCTURE TO GRADE Surveyor,to alter any Item In any way.If an Item beadng the sea]of an Engineer,Architect,or Land Surveyor Is altered, 4" � bo ALL LEACHING POOLS SHALL BE PLACED IN the altering Engineer,Architect,or Lend Surveyor shell affix to the Item Nether seed and the notation'Altered by"followed BAFFLE WALL VDIAMETER ACCEPTABLE LEACHING SOILS AS APPROVED BY THE SCTM: 1000-66-1-26 by his/her signature and the date of such alterations,and a specific descripton of the alleraton. 10'DIAMETER SCDHS. IN THE EVENT POOR LEACHING MATERIAL IS DALY RESIDENCE PRECAST SEPTIC TANK DETAIL Z INV.EL.10.5 ENCOUNTERED,EXCAVATION IS TO BE CONTINUED SCALE*ASSHOWN Condon Engineering, P.C. 445 TOWN HARBOR TERRACE g LEACHING POOL DETAIL TO SUITABLE MATERIAL AND BACKFILLED AS HIGHEST EXPECTED GROUNDWATER ELEVATION 5,4 PER USGS WELL NO.S 16780.1 ih DETAILED. CUTTING RINGS MAY BE REQUIRED, Drawn by JJa 1755 Sigsbee Road SOUTHOLD, NYPM1 SANITARY SEPTIC SYSTEM PROFILE Mat8-19, (631)28-26ow York 52 (831)298-1966(631)298-2851 Fax Date: SCDHS COM wwoondonengineedrig.com SANITARY PLAN NOT TO SCALE 1 i - RECENED I _ SEP 21 202,0 _ 3 DAL Y L SUFF.CO.H LT SERVICES TC 4 328 ,4C 98 C 20 A LI OFFICE 41'ro nPE EAs1ER�r 201 S55°33' 3 l50' 'FIDE] BC 21.3 SIDE 5 „w rc 21.2 Of TDWjy HARBOR 1 BC 204 LANE IRON PIPE BT 215 FOUND i I zo.i 17159, arc 21.2 eC 21.0 j 120.1 I I 1.0 rc P1 13 Z BC 21.4 220 Oo 221 - - - ' / }19.7 ,__�� • 2I 21.9 \ 3 ` CRAVE(DRIWWAy 21.5 x. 19.8 4 // 20 .9 I I oN 1 r•i \ 21.4 207 I o (Rd, s rn 21.8 22r 21.5 19.4 F A ,, [87'9x] 3 1 STORY PORCH00 '; SEPTIC ` f A (5.0'x8.3') OUTDOOR 2;2 I `i o Y' AREA �x 3 21.8 , SHOWER I ' U� C=) I CI i ! 7 g'+ a'+ 21.0 STEPS 2„3 1 I los 20.6 I _ R [78.5'] I I C 0 37.2'(HOUSE) [39.1'] 2x5 1-- J -T 11.r W A/C 19.3 zt.a B 0 2 STORY o SEPTIC TIES _ _ _ 21.9 a FRAME (SEE NOTES) / 219 ■"' } "' " N N FINISHED Q 21.0 20.8 20.6 20.2 FLOOR ■ 1 21.8 o [EL 23.6] " ■ [�9'] 11.3' 31.3' HOUSE 1 STORY PORCH ©= 34'-0° E 21.9 j E21� - (5.6'x15 0') O= 30'-0° UTILITY E 21.4 21.9 19.0 2 POLE 0 G 21.6-7. 2„5 21.4 210 20.6 20.4 IV 21.3 3 � o � ©= 27'-0• "27 5 Cfl #18.6 ®= I 20.3 20.1 18'-6• r� ■ C17 " 20.7 20.5 C+ 21.0 R I Certified, as noted and limited below, only to: � C 21.2 - KRISTEN DALY M L i I 19.3 18.6 �17.7 SUBJECT PREMISES AREA= 135,904 SQ. FT. (0.8242 Ac.) ' 19.9 200 THE PREMISES HEREON BEING KNOWN AS DISTRICT 1000 20.6 20.4 I SECTION;66 BLOCK 1 LOT 26 AS SHOWN ON THE OFFICIAL I 182 TAX MAPS OF THE COUNTY OF SUFFOLK. DEED *57'50"W ' 17.1 c, 99.1 L ,� _ S41°5 9'50»W 69.8016 2 _k, [SURVE 98.50' - - THE PREMISES HEREON BEING KNOWN AS LOT 6 ON FILED „ 19 3 MAP 5192 ABS#3180, ENTITLED MAP OF TOWN HARBOR •53'32 W 17.8 16.9 16.5 TERRACE AT SOUTHHOLD, TOWN OF SOUTHHOLD NY, SAID ---- - - -+r MAP APPROVED AND FILED ON OCTOBER 16, 1968. 19.7 ' 17,4 16.6 " 188 ,ice 17.6 16.6 THE SURVEYOR'S SEAL, SIGNATURE iAND�INY_CERTIFICATEON 20 _ 1B.1 a APPEARING HEREON SIGNIFY THAT, TO THE BEST OF HIS 19.+3 1a� _ _ - - -_----- KNOWLEDGE AND BELIEF, THIS SURVEY WAS PREPARED IN 592 ��'! _.TOWN I�BO�R TERRACE ACCORDANCE WITH THE MINIMUM STANDARDS FOR LAND SURVEYS AS SET FORTH IN THE CODE OF PRACTICE " J [30' WIDE] ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. CERIIRCATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED, AND ON HIS BEHALF, TO THE TITLE COMPANY, LENDING INSTITUTION AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GOVERNMENTAL AGENCY LISTED HEREON; SAID i Or ti CZ CERTIFICATIONS ARE NOT INTENDED TO RUN TO ADDITIONAL k APPROVAL O CONC.;TRUCTED WORKS FOR TITLE COMPANIES, LENDING INSTITUTIONS, SUBSEQUENT 1 OCTA SINGLE Fj- `-:1,.4�'RESIDENCE OWNERS OR FUTURE CONTRACT VENDEES• Date T 2 0 2020 HI,S.Re';,goo, )Q - 01 P5 1 ELEVATIONS HEREON WERE TAKEN FROM AN ACTUAL FIELDw The sevrge disp=-9 and w.-ztar supply facs43ges U4 this location have be®tib C1SURVEY BY THIS OFFICE ON JUNE 12, 2018 IN THE NORTH Dnspecled and/or crrr:ified by this Departme t or other agencies end found to p w AMERICAN VERTICAL DATUM OF 1988(NAVD-88). be satisfactoryFOR A WJWMU F, O BEDROOMS. UNDERGROUND IMPROVEMENTS, STRUCTURES, UTILITIES OR �v, _ TOPOGRAPHIC SURVEY m o ENCROACHMENTS, AND ANY EASEMENTS RELATED THERETO, ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. Craig Knepper, P.E., Chief PREPARED FOR o -.Office of Wastewat r KRISTEN DALY EnQ UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAPQ BEARING A LICENSED LAND SURVEYOR'S SEAL ISA W VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE NEW PROPERTY SI TUA TE A T � O� YORK STATE EDUCATION LAW. NEW �� 445 TOWN HARBOR TERRACE W SEPTIC INFORMATION IS SOURCED FROM AN AS-BUILT CO �� a. �7� �� TOWN OF SOUTHHOLD 0 0 SKETCH ATED JULY 22, 2020 CONTRACTING.PREPARED BY SCOTT � a � o N N W ALBRECHTLAND �' COUNTY OF SUFFOLK N N o LINE AND GRADE SURVEYORS, D.P.C. ` STATE OF NEW YORK 23 Nepperhon AvenueCC` 050050 SCALE. 1" = 30' jz Elmsford, New York 10523 '5. Q� Phone: (914) 347-3141 LAND SEPTEMBER 12, 2018 o face 9b can darade.n e t Copyright (c) 2020 CONTRACTORS' UNE & GRADE SOUTH A# rights reserved. 0.X37-2415 Daly Lane, Southold NY1dwg\3415-Survey.dwg REScheck Software Version 4.6.3 Compliance Certificate Project Residence Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,145 ft2 Glazing Area 13% Climate Zone: 4 (5572 HDD) Permit Date- Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 445 Town Harbor Terrace Daly John J.Condon, P.E. Southold, NY 445 Town Harbor Terrace Condon Engineering Southold, NY 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 .- . Compliance: 2.2%Better Than Code Maximum UA 317 Your UA: 310 Maximum SHGC: 0.40 Your SHGC: 0.36 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 relative to a minimum-code home. Envelope Assemblies GrossArea Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,183 49.0 0.0 0.026 31 Wall 1:Wood Frame, 16" o.c. 540 21.0 0.0 0.057 26 Orientation: Left side Window 1:Wood Frame:Double Pane with Low-E 18 0.330 6 SHGC: 0.33 Orientation: Left side Window 2:Wood Frame:Double Pane with Low-E 12 0.330 4 SHGC: 0.32 Orientation: Left side Window 8:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Orientation: Left side Window 17:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Orientation: Left side Window 18:Wood Frame:Double Pane with Low-E 6 0.330 2 SHGC: 0.33 Orientation: Left side Door 1: Glass 21 0.340 7 SHGC: 0.27 Orientation: Left side Wall 2:Wood Frame, 16"o.c. 540 15.0 0.0 0.077 39 Orientation: Right side Project Title: Residence Report date: 01/19/20 Data filename: C:\Users\Owner\Favorites\ResChecks\Daly Rescheck.rck Pagel of 3 .i Cont.Gross Area Cavity Perimeter Window 14: Wood Frame:Double Pane with Low-E 9 0.330 3 SHGC: 0.33 Orientation: Right side Window 19:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Orientation: Right side Window 20:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Orientation: Right side Wall 3:Wood Frame, 16"o.c. 363 15.0 0.0 0.077 24 Orientation: Back Window 4:Wood Frame:Double Pane with Low-E 8 0.330 3 SHGC: 0.32 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 8 0.330 3 SHGC: 0.32 Orientation: Back Window 9:Wood Frame:Double Pane with Low-E 8 0.340 3 SHGC: 0.32 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.36 Orientation: Back Window 10:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.36 Orientation: Back Door 2: Glass 18 0.320 6 SHGC: 0.27 Orientation: Back Wall 4:Wood Frame, 16"o.c. 363 15.0 0.0 0.077 23 Orientation: Front Window 12:Wood Frame:Double Pane with Low-E 20 0.520 10 SHGC: 0.56 Orientation: Front Window 13:Wood Frame:Double Pane with Low-E 20 0.520 10 SHGC: 0.56 Orientation: Front Window 17:Wood Frame:Double Pane with Low-E 20 0.520 10 SHGC: 0.56 Orientation: Front Window 18: Wood Frame:Double Pane with Low-E 5 0.330 2 SHGC: 0.33 Orientation: Front Window 19: Wood Frame:Double Pane with Low-E 5 0.330 2 SHGC: 0.33 Orientation: Front Wall 5:Wood Frame, 16"o.c. 248 21.0 0.0 0.057 12 Orientation: Back Window 22:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.31 Orientation: Back Door 4: Glass 33 0.340 11 SHGC: 0.27 Orientation: Back Wall 6:Wood Frame, 16"o.c. 248 21.0 0.0 0.057 12 Orientation: Front Window 20:Wood Frame:Double Pane with Low-E 5 0.330 2 SHGC: 0.33 Orientation: Front 5 0.330 2 Project Title: Residence Report date: 01/19/20 Data filename: C:\Users\Owner\Favorites\ResChecks\Daly Rescheck.rck Page 2 of 3 Cont.Gross Area Cavity Perimeter Window 22: Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Orientation: Front Window 23: Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.33 Orientation: Front Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,183 30.0 4.5 0.028 33 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 designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the manda requirements listed in the REScheck Inspection Checklist. Name-Title Si Date Project Title: Residence Report date: 01/19/20 Data filename: C:\Users\Owner\Favorites\ResChecks\Daly Rescheck.rck Page 3 of 3 N DRAINAGE CALCULATIONS: o�9ss� w E THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. STORAGE TO BE PROVIDED IN 8'0 PRECAST DRYWELLS -- ' PROVIDING 42.24 CFNF OF STORAGE. THE DESIGN IS BASED ON THE VACANT I r/ FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0, _ / ti VACANT "I� r / CQ rr DRA"A"-HOUSE ROOF AREA / - __ _ v N / STORAGE REQUIRED: n(,Y j_��r� br �� ,y r ROOF AREA: 2,000 SFX 1.00 X 2"112= 333.3 CF PROJECTLOCATION ���cF JAS' r O 5 / 3?8. - SEI ' \ s CF/42.24 CF/VF=7.9 VERTICAL FEET REQUIRED 41'TO -__ -'r;e 7c at" i EX.GAS \ _ 333.3 215 �S CY$j�f gym' 55533'50 C 7 SERVICE S I TOfW HARBOR LANE � F�No� & 4 171.59• TC217 ter° STORAGE PROVIDED: / 00 BC 21° ,2°P / 22 0 % Or 21.4 rr \ USE 2-8'0 X 4'DEEP DRYWELLS PROVIDING=8.0 LF>7.9 L.F. of / o TEST HOLE PROP.WATER I 8'0 X 8'DEEP LEACHING POOLm 26 SERVICE / _ OF 2 220 r (TYP. ) r9. VACANT �' PROP.RELOC. ,_, 209 ' 8'0 X 8'DEEP EXPANSION 219 %t �,GAS METER xe LOCATION MAP LEACHING POOL 1 PROP.2-STORY n4 20,7 ' ) 1"=600' ' 150 0' MIN. i 1a2„ It ADDITION b X 4'DEEP ;,94 at' � GENERAL NOTE +� �-2,9 r W 215 DRYWELL d 44.8 PROPOSED 21.8 �� 2;2 I 8� 10' rP o I EXISTING IN.- 22, las -�' i SF RESIDENCE O 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE VACANT _ _ II/A •' • e i 21J 299 0 78.2 PROPOSED i CONNECTED TO WELL S STANDARDS AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE 2,000 GAL.10'0 X 4'DEEP ;----- -a---- 0 83.4' f 97 ' SEPTIC I 39 t SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. PRECAST SEPTIC TANK ? N F i y 2,.s I / l fff R1.9 2 I I I 2. TOPOGRAPHIC SURVEY BY JOHN C.EHLERS LAND SURVEYOR DATED APRIL 5,2019. 1 i ( uLFEO I 14 21.0 W. 20.6 212 I / t$TORY \ n FRAME VERTICAL DATUM IS NAVD 88. \ 2,"37.9 1 [a 23.x1 GARAGE TO / EXISTING CESSPOOL TO BE 21 I \ I PUMPED DRY REMOVED IN r,9 z, BE REMOVED },(9.0 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES r�y� ti ACCORDANCE WITH THE \ I zl 1 1DW, 2° 21s 204 - PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADV/ SED ALL SCDHS STANDARDS ' 215 - 2 SNRY t StORY SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE 25 II m I ' 25 21, 1 FRAME t '\ i t� 1 a CONFORMED ACCORDINGLY IN THE FIELD. I EX.U.G.ELEC. '0 X 4'DEEP 1 I I \ i -- W DRYWELL - {'as ® 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES \ EX.WELL TO BE 10 a 203 I VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR \ ABANDONED 220 I i 70.7 .s a.0 a I ' SANITARY LINES OR STRUCTURES. A MINIMUM SEPARATION OF TWENTY(20)FE I \ / I I \ VACANT ET 2 9 212 • GRASS o / TO BE MAINTAINED BETWEEN DRYWELLS AND SANITARY STRUCTURES. DRIVEWAY ,9.9 // 19.3 ,5s }17.7 EX.OH ELEC. 200 , i I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY \ \ i los i 204 ,� ez f„ - PERMITS BEFORE COMMENCING WORK. N, N I i i ggJB\fin 5415750'W 69.80152 _____ __-- 915.` 93 - ---^------169 i/>fis 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF R ACCORDANCE \ i 531 X332 W �.3' _ t80 ,#s WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES. }s '=``------'-s- ws MATERIALS OFFSITE. DEBRIS SHALL NOTE BCONTRACTOR SHALL BE RESPONSIBLE FOR IURIOED ON-SITE.SING OF L UNSUITABLE ------� I 2121 _.. -.. - _ R � qY _ 7. ALL DRAINAGE PIPING MATERIAL TO BE PVC PERFORATED PIPE OR AN APPROVED �� � SF RESIDENCE EQUAL. ALL PIPING TO HAVE MINIMUM 12'OF COVER. 4"PIPE MAY BE USED TO [30' WIDE] __,-�•_-__ ---__-__-1 CONNECTED TO WELL _ CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. I WELL __ __ - S RESIDENCE I TENNIS A 8. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE CONNECTED TO WELL COURT I x I PROPOSED ONSITE DRAINAGE SYSTEM. DOWNSPOUT LOCATIONS SHOWN ON THE P DOWNSPOUT PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO SITE LAN (SEE ARCHITECTURAL PLANS) BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. SCALE:1'=50' 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO B m DOWNSPOUT ADAPTER(ADS m UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE OR APPROVED EQUAL) o AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED 81-0" (SEE CHART FOR PART NUMBER) IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL SEE PRECAST STRUCTURE NOTES FOR CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. 0 REINFORCING REQUIREMENTS. z 0 \ INSTALL DUMMY RINGS AND/OR DOME AS NECESSARY TO BRING PROPOSED PROPOSED GRADE STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND SLOTTED COVER CAMBELL FOUNDRY CO. TEST HOLE. MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE " j���j\�%��ji�� COURSES COVER PATTERN No.1012A-TYPE C OR AN 450 BEND(MAX) EL.22.0 APPROVED EQUAL. CONCRETE COLLAR ® 4'ADS PIPE(LENGTH VARIES) DARK BROWN AS NECESSARY FINISHED GRADE LOAM OL 0 1' U ca L " m 1'MIN. SNAP CONNECTION G BROWN SILT 24 U g 2,MAX. N 450 BEND(MAX.) L'- (D PART# PIPE SIZE A B C o 3' SEE PRECAST STRUCTURE / ao 0464AA 3' 2.50' 3.25' 4.75' o NOTES FOR REINFORCING PLAN VIEWvo' 0465AA 4' 2.50' 3.25' 4.75' jSg,'� �,•:: r1���pFP�': � W 0465AA 4' 3.25' 4.50' 5.00' 6'ROOF DRAIN LATERAL � REQUIREMENTS ;pgt m 0466AA 4• 2.56" 2.56' 4.63' WITH WYE(IYP.) Z 2,3 OR 4 FOOT SECTIONS " z 0664AA 6" 3.62' 5.63' 6.43' LEACHING BASIN NOTES: AS NECESSARY O6 A 6' 3.62" 5.63' .43' PALE BROWN 0 •Part 0664-AC is PVC NOTE:4"ADS PIPE MAYBE DISTANCE VARIES FINE SAND 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED WRAP WITH 6 OZ.(MIN.)NONWOVEN ;, ,.CI LAR: :• c� LL USED WHEN A DOWNSPOUT IS (SEE GRADING AND gp IN ACCEPTABLE LEACHING SOILS AS APPROVED GEOTEXTILE(FILTER FABRIC)AND AT <': Z U CONNECTED DIRECTLY TO THE DRAINAGE PLAN) REVISIONS BY THE ENGINEER. IN THE EVENT POOR LEACHING w z CULTEC DRAINAGE MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN a STRUCTURES. APPROVED EQUAL. PRECAST DRAINAGE r 0 C4� BE CONTINUED TO SUITABLE MATERIAL AND RINGSc=j ¢ w BACKFILLED AS DETAILED. ^.. ROOF DRAIN ADAPTER DETAIL SHEET PILING AS REQUIRED 4 •. Q 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL '4 w NOT TO SCALE TEST HOLE PERFORMED MAY 30,2019 4 NS EXCAVATE AND BACKFILL 3 FEET AROUND :� w BY MCDONALD GEOSCIENCE I•.. BE LEFT OPEN OR UNATTENDED. EXCAVATIO LEACHING RINGS WITH SUITABLE POROUS U LU TO BE PROTECTED AS DIRECTED BY THE MATERIAL AS APPROVED BY THE ENGINEER. w� NO GROUNDWATER ENCOUNTERED ENGINEER WITH FENCES,BARRICADES AND U t = " a MIN. w 12 `? OTHER APPROVED METHODS. y U_ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 4, UR 4 INCHES FOR FINAL ADJUSTING - Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed *. 3. ALLOW FO O v j Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing \,\ .; 1T'r�t.,pt OF CASTING. ADEQUATE BEARING WILL BE _ 9r LOCK BRICK ' �`:. -• •';<<.:•`::;�. �� '' ' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or PROVIDED USING CONCRETE B Y Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by hislher SCTM• 1000-66-1-26 AND/OR 1:2 MORTAR MIX. ,•s o signature and the date of such alterations,and a specific description of the alteration. 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE _ �.r C;. `• SHEETINGANDSHORINGDURINGTRENCHINGTO DALY RESIDENCE ■ INSURE THE SAFETY OF WORKMEN AND THE '"' z 4� Condon E n i n e e ri na, P■C■ GENERAL PUBLIC EXPOSED TO THE HAZARDS OF EXCAVATE A MINIMUM OF 6'INTO Scale:AS SHOWN g 7 FALLING AND SLIDING MATERIAL IN VIRGIN STRATA OF SAND AND W 445 TOWN HARBOR TERRACE of CONFORMANCE WITH THE REQUIREMENTS OF THE GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIE 1755 Sigsbee Road TITLE 29 CODE OF FEDERAL REGULATIONS,PART WHICHEVER IS DEEPER. Drawn by:JJC Mattituck, New York 11952 SOUTH OLD, NY 1926,SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION(OSHA). (631)298-1986 (631)298-2651 fax DRYWELL DETAIL Date: 1[7/2020 www•condonengineering.t�m DRAINAGE PLAN 5. BACKFILL AND COMPACTION SHALL BE IN 6' LIFTS. ALL BACKFILL MATERIAL TO BE COMPACTED BY JETTING OR OTHER APPROVED MEANS. PLAN CONTENTS: GENERALNOTESWIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL "r,,r♦ 1k R1DGE-T04W-ERASSEMBLY: BUILDING USE W LLING 1-114•x209ahgesleepahsbs Aftsolhmd beach pj&ofra&nn awwva'WO bW"3.4. BUILDING HEIGHTi.@" L(L t'? �► When a collar tie Is used n leu of a r.Vpe*q)6 20 num"of 10d common r nod ., . FT, OF CONSTRUCTION ' .,'•:•u__.. ..u. � l CONSTRUCTION NOTES: n d�ad of to collar is need not&=+A-d tie ted member dam nada In TOTAL SO. v , RESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENTAND = 1).The MomrronwNhnftsetdoatehtrdondocunenlslarslri�dbbeafcdeebn 2}.RAFiER-TO•WAIIALY: DESIGN CRITERIA 2015 ICC WOOD FRAME CONSTRUCTION MANUAL forgeinient ardysoospicid turning etML good uldingy we lendedaetompft oneld,rxhtaaauewYk �� 1hif3-wW erw�loocrsecdonefor r�ar,o�orYuoebbppl� hen FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND G NERAL NOTES •�' 1 Pbd Wad balding prattloe acct oomptanoe wlff cuarert New York aaorcdanc�e b raids 3.3.When a realer or trues do not fol n Ire vQ1 etude bviow.ra R" � 8fahha bulding dxxtst.The Orheral Cahtracdor b respahsble for providing dsrdend or trueses MW bs stached b to wast top plats and ttw wd fop prate"be abaW b EXT. BALCONIES wnsirudon delalls and procedures b ensu*a proteeeloridy&*W.dructurdly to to to wd acrd wfth uPM omnKlons.Roab"win rgng the ralm 31da of to bug sound and a weetherp oof carO@kd product Mil be oonreded with uPttt oarvrsotione in aworance vft feels 3.30. DECKS 40 ATTICS w/o STORAGE and side. a 2).The Gawai Cc hdw is nnpormble for anwrng that d world and oone6txtion 3k WALL TOWALL ASSEMBLY: 10 meats OhrrMt fetdefa� ate=A*=A* boat codas,crchlen0te and teg10atore,eb. Well studs aborta and crude beloMr■f loon lead shoat be>rradrad vvAh ATTICS w/ STORAGE �( r�Moommoa rsn DESIGN LOAD CALCULATIONS 2q �?, i,r:%' '.a 't3 r Thaw codes we io be considered se part dt o IspscYlwtlons lbrNs buldYrp and aooader n with table 3.3b.When w&ddude above do lad(�9 In line win stiuds bQw,tlw (LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 25 should be dhred b awn t n varhnos wth the pion. cards shall be amsched b a oonrnon member n tie tion ) 3. 1 E M awordrhawFNhw>ae33ali ROOMS (OTHER THAN SLEEPING) 40 8 Dbensbrr shat take ROOMS (SLEEPING) 30 _ (DO NOTBCJItFDRAWIN(i 4�WALLASLYTOFOUNDAT10Pk STAIRS 40 ; ! (", •; air ' i,. -I_ ., 'I i' �"' Vf Pitwddudsshdbeconnsdedbtobmftk ,IS orb�Omplus�rtuft GUARDRAILS ANY DIRECTION) 200 engaged for aoasirucoon end aauuew no oonroolors.Sbel !- 4 The weir has not been nrsponsbitb►�aonsbucion 000rtindl whin tlrase «�M� +��shag Mie a mnkrxan arrdredrroent d 7 nofies In oorr� EXPOSURE QSU R E CA T AG 0 R Y � �I',,�{';p� �_��"� -• ._r";. �01 Mfg piths,nor nsporhia�y for tbhndaffon and udab•crvgr>ade,13 kscthes In trrra®orxy taodd btrdWofa,rix under ,(�;-,;., ��I '. �. �..�_..,�',• �'T+•r �; owdirtaw mumu,msfods.ts&fAP s N aaqureroos,orprowdues,or fior the pide and waled n aowrdancewrh h�3,31,When nhtrtl LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION rt _ � ISI 1 =. ,. . r ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE riL - t, preotutoru and prograrths In oorrodion wMh to work.TMre era no hhrarrarhsa�for a thotdoun pihte,9 lad►square weever atW 1e used wMh the anchor txpa.Abd! � - •,,� ����"'� �. tpsdfc use expressed or Implied In the nee d tress pism spadrg Is b be slowed and stood In a000rdcrpe to i bla 3.2a.In adcWon to speolng. NAILING SCHEDULE SEE GENERAL NOTE P AGE ananorbob are 110 be epsomd thstween 812 inaes from tlhearhd riots sal praa6s and et EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 7 4 ..a rider b to Window and Door tdedub fax croft kx Ww*Vs. mmera ,. FIRE PROTECTION SEE FLOOR PLANS •�__- 6}The Genual Coraakador leb more tut m..orrr or prdebracied ffreplsm masts 5).TYPE I DMMOR SHEARWALL OONNECT1gN� StjUTH +dN PLF,I�NiPiu BOA D or exceeds maudwA ni'le spsaMosdons rind applicable oodes. Type I aaroerfor ohm walls with a mhknun d 7/18 Inch wood Wucard panel on the auks r SMOKE & CO2 DETECTORS � r amisahedwthftdcommon rhsleat 0'oc strepanel edges and i2'oahthheRead,and TRUSS DE IGN N/A - STANDARD STICK FRAME CONSTRUCTION ' �____ �THO�QTnUSTEtS n The Grwal Oontrarbr is b coned with to ower nor d bulli-in bon 112 Inch gypsum wailboand on to Msrbr sussed wM 5d cooW nags at r ox.at p'a1w ENERGY CALCULATIONS R E SCH E C K 4.6.3 � r F ;+• such as bodre'ases,d*lv .pantry',does*kine,etc. edIn�and� tin thatd m In MW be In accordance wM ria lenp requirements opened T 8).Mind bad re%hurm-dei be fain lab sccoud dump construction. s) TYPE a E)cTEERIOR meTable a311EJ�rtWALL CON�CihONS 3.1 Na ng Sdredule(Wood Framed Construction Manual 2015,Pages 149 and 183 .... FOUNDATION NOTES: Type Il andabrabsrw s ehel et the r�rnrh of 16 3. a-btimes to to ) 1).The(iensrsh C4*wlor and Msaon b ravhsw plru,aWad u.datsgs art nova b Yngh factors In Mable 3.16. Niarlbsr d Numberof dsMrtththe hMdsd ftsbhi d tkhwed ba(a)arrow typical grade. 71.N7B:IOR S EARWALL CONNIECTIOW- AbwMs sidvmd WVtt a provided In table&14 Mel be parrrhided to be maned when Joint Description COMM Nana Sax Naha ( Spacing 2j.Al fodp 10 ad tlaon uhasaabed(vkglrt)soL Assumed bearing 3OWpd kAmW*wKwa k era used.Shesdhng and oonnacons slot be In ecooradrroe with ROOF NNLNG F = - 31 Provide IX ansion lord rr WwW be~corsets slabs and abultlrg 2.4.4.2 and 2.2.4 rsapacivdy. Rattdlr b Tap Plate(Toe 4KLW 3-8d •® exhorts ormsearry wds oomft ineudarbr a unfeeisd khtabr areas. 8�CONINECTIONS MOUND EXTERIOR WALL OPEHNGS: C011119 Joist 10 Top PUS(Toe haled) 3.8d 3-8d per jaw ateM cor bs r plebs Header and/or girder-,salons Mel be dfadhed wit h upilt omwebon s n s ocor ci noa 5-16d etrch lap 4�Any naw oahonrls web being atlreped b ehdrtirhg act atnucaure didwb ware 3.6.Wkhdow a8I shat evs rteclow n 0000ndahce widh W* ung Joliet to Parallel Rafter(Face meted) 5-16d4w C be reused wlfh i4 rs4iar,16•long at 1r o.a ues approved epwo►fax Inaaw"don 3 5. COA g Joist Laps Over P (Fairlie-ns� 5-16d 5-16d each l til.Union otwvfte noted,d shbe on grade to be 2500 W-Cahcrab to be 0}CATT£ORAL CEL1h=pG ASSIEMBLY: Cagar Tie.to Ranter(TObi'm.%cl) 2-10d 2-10dn 7 F pared on 4 khat thick and a gravel IN wth else wki mesh rakibrctp Intsrbr Mabe Wirers a ridge b b bs used as a dnrdural beam,to a ins sihef slaw be nnskthxi end Rocking b Raw(Toe nsW 2-8d 2-1lid � �' a b be mkhina,m 3-V2 shah tihldc anchored on by of the beckon or dope cmwckn anal be albolud to epi, Rim Board t0 Raper OEM Nailed) 2-16d C AN► T 0 CFI AP 1 LR along3-16d each surd p U�'��U 6).Crawl speove b be pwided with a minimum 1 OW4•sooees oprhkg.Indd one open 0°�0 d be Conr>actions b the ridge and waa11 d►i5d be be WALL FRAM NG O F T N E T Q uv N 6x16 cast iron founMw went for atihched VA to above ,b m dem DECK AND COVERED PORCH NOTES: Top I'1�b Top Plate(Fade-Wed) 2-16d 11) 2-16d(1) per toot 7).D.rnppoof anclsrior d forrdefon with bitanihodru coding..per esntion 8406 d T Ptah et I N.Y.S.Reslderhtid Contktuotion Dods.A 6 rnl polysfthylahe Ilm Mel be applied over 4 Unless odwv*s noted,d framthg mOWW b to 91 ACQ pr tre"furor w. -- Top (�- ) 4-16d 5.-16d -each skis9 OVA, the bellow grade portion of aderhor wags prior to baMWO AI hwWW ,tis and rhahors to be gdvkhtrusd or sWinPaa seal. Stud b Stud(FGoe-nailed) 2-18d 2-16d 24'at. P L_I•J��'1l B I I�G 8 He�rtoHeader(Fa m 16d 113± 16'0.0, ALL PLUMG!N�IG W1`,ST- ).Drainage at Per asctbn RA08 d N.Y.3.Rssrdarhtet Cahgrudlon Code. 2).Girders for deck joiaffi b!e bolssd b each post wits vraaitede art rxir6t. ',VAT[:r3 I.i a i Girders at eonCrdf pies"be aux*roved wfh paper de*l wwwolors ox pored FRAMING NcrrES lab concrete won a mininuen 11r dtaa x T long ox hor but w9n weahers and nuts. Top or Bot9om Plata iD Stud(End Nadel) 3.164 2-40d 0 t 'i�:TIN.G C-i=L'i;;�00VC ;i.;'�a 1E�n Wood Fran Manuel. �d 2D15 3j,p� q yrs PW be nc�harW to a 12'x1d"r:12'tt+a.k m r.a to iaus k;�, �� lhhe a d:*strsnsn 112'dire x T ,CT53ICAL tyyS�ECTh®`V ttEt2t+Iitg.O be 3 It.below >�anchor bolt v.ah w aahora and ndnht Fd Ui ge t&hra 2).Urhfses odwWn nobd,d trnnkg and*uCkffW wood melsrisi b be 02+BTR. Gam•Conaeb plers to be used WMh air pordsaeldecia sash rode or pdtjgLd"s _ .. Douglas Fir' )•Dodd)obW to have bloadng at n o m. Bt5ftn Ptaie tD Floor Joist Bend Jabt,End JOW or MOCki ng 711110 Nel®d) 2-16d(1,2) 2-16d 12 Toot 3).Fbas,web,callings and radars b be spaced at 16 Indus ox.unless noled FLOOR FRAMING ,' , f f�, edw� 5}A rrhthtnum d 10 kx:h obathkg shag be khsbhibid ba-men the tuhcf sg and "•-'�1 P t�: Ledger b be khsta od b bull ft wb VY clia.bob wM weatwrs and rxts JOlat b S7,Top Pta9e Or Glider(Toe-rlerled) 4-8d 4-10d W. 4)_Urdw oMw*%s nolsd,d bsrtg wd j --. b be(T)2x10 s2+BTR Doug.FY. wilers needed' m per !_i �.r d;F. i-J L_FOF i E rg JOW(T ) 2-8d 2-10d each end ` i _ ttearig was iheadas to nava(2))a*etude and(2)fur MngM studs on earth side d d O!� OCCC.P.ANC( .... opsnigs.LVL leaders b have(3))wk studs and(Z)fl4l studs on eadih skis d 6).Concrete pias drag be a"**mxn(•above grade. WmkkV b JOW(Toed) 2-8d 2-10d each end , ' apanigL A war whdcw 011118 shell also haw(Z)window so ptahse for 2x4 wall 4 N Mob to be supported wwMr Blocking b Sit or T Plate owwtled 3-16d �; � USED 1!v `r:;',TER Fir Top R ) 4-16d each tibdc F, . 1 cperhkgs bea�wan 4'1 and e'0 and 2xe sed openings thstWaean b'11 and 8'g.Provide lie b��ek �m end anxdhora.Each Jd�,at d`d+�be andhwstd L - .. and bbdidrg where aappftbb. edger Strip to Beam(Fa w-nailed) 3-16d 4-16d each joist ,SYSTEP4 C;A `.'` 5j All tdaeth Mrlhhtshders b b•nMaf.a with navy duty yarvhfad theusgers end 8}Covered Rose snarl be tarnbied rd anchored to same manor as a hip bdridstg. Joist on Ledger'b Beam(Toe4talled) 3-8d 3-1W per joist SWKx whereapptcabie Bared Joist to Joint p4nailad) 3-16d 4-16d perms = , - '�' 0 OF 1 b °0""0�'gl°iw` PLUMBING NOTES Band Joist to SO or Top Pfd(Toe Wiled) 2.16d(1) 3.164 (1) per tot 8 Meubhs eq lion joists under wails that nun prdel b the toor joW and under befhbuba. 1).N wrier supply,drainage and vw&Q b be kx i a per N.Y.S.Rsardartlal ROOF SHEATHING Io Mea araedc tis lactated anal be vedscl for proper bad cepecky unless nobd Cw*ualon Cods on pions. 2).V@*ape syaoern wM the Bomm for S d1A County HeathStnpt�ldnil Panels(Sae Notes 4,5 aid 6) TFt9-y� PLP.Crr RD,,NCA REQUIRED 4 PM".---m.---m g n toor jobbat 6'0 o.c,.Use eWd bbcidng In floor Moll appr001a Inbriar Zone 8d 10d 5'edge 117'field under all bearing wags. 3)v t seal dude,0Qt"Or joists are cut out dddAV kxWdJon for any piurnbng rn:k ad w o do PerinvAer Edge Zone 8d 10d 6'edge i(i field 6).Provide iruulation bslMs at revs vents bob%vm rallem Install draft proms cls arW t°brecirh1 end pietas b prosect andtr adm the 0a st re.Whri�/w;t►the G"End Rake with up b 1'Rake Overhang � 10d 6"�!6'� needed hrocldng a slate code and nssndti 11x mandmum thous etea and HVAC SYSTEM NOTES CEILING SHEATHING Dj.lihlssa otiwwiw noted,d roofs and wuhiis b have,a rrainirrrurn 1Q•ttnicic,4-ply Fir 1�ttAeaharical subcantrsr,�hr fa � COX eucisrtor Meetlhkg grads plywood.Plywood b dxywr over pitta and hhsaders, b ud oodrve and suety Vlialitl0srd 5d Coolers 5d coolers T edge 110'delict 1 Unless Over sdasnr,ies/holed use 3k•tddc TbG P �Ad r rrrddt pfywoodn �sed WALL SHEATHING WWW with PL4W sdhnive rd sonmad b loon 2}HVAC subocrdtacax b b itrgy wan hate er requi lata write rise Stnic bxW Pwals(See NOU61,2,and 3) 8d 10d 6'e /12'field per mrnu0Kkn*buiruclons. I t)•AN b*voom waft In have 1!r U*k moldIft4"Wat Mhsetrodc.Garage wars and 3).HVAC aubcatnacbr b puvAds ipnarIUM6ayo►R dnhsarig clad solrnset It b the Gancetal 5d octets Sri coolers ]"ado I 10' OeIkIP and OAaer 1Lrrhsce b have 518'thid(type x Meelodc M otter p ft d bulli g Gxhkador and owner for final ravlahr%W approv . WFallt)Oef t1 fmid b M"ragurar VZ sfhsskodd.Ar oafs b be Mp•d and ttrhiahed. ELECTRICAL NOTES: FLOOR SHEATHING 12).Al roof wfh a pk h Ices ten 4:12 shut be knbk;od wM an toe d Warr baniw or w baa a F equal. 1).AI erecWc@1 b b s hatudiad as per N.Y.S. app �CorhMrsl�3on Coda, Sbuttur el Perla roved Ret rods dW be appled wllh bengias Meet with an EPDM brc h down type malarial over. 2}All decoW world shall tae approvcid by a gamed Un&mfiisr. V or less 8d 10d 6•edge 112-Ted 14 AN IN plotse aro wood in c ontod wen conjunct to be pecans ahtal®&SM plain b 3>_in"eunoia d4lCt=and Carbon Monohdde dam fnroughout in par axillon R317 (1)NQg re l*ements aro based on wall sheathIN naled 8'on-center at the pound edge, Abeffige naling schedulm shall be nstaled wffh a khan as gasket and cop•Mex lamfre sNW or approved equal. of N Y.3.Reslderhbl Constrhrctbn Coda be used where well*wthirg nekg i6 reduced. For example,if/ilei sheathing is nailed 3 inches on-center at the pw*edge to obt*higher sheer capacities,nailing regA ements for strtdctt W memtters shall be doubled,or aaa"tmnaW conneckn shat be used b mmnta n load path. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For Wal stalthi ng W tttn 4 W of the corners,tha hirbot edge mne afAchnud requkements 3W be used. Ground Snow 1Nirxi Seismic Frost L.ir1e Termite Deva (3)Tabulated 12 Inch ma real spedrg assumes seal sheathing attached b stud Tramkg members with 0.42<G<fl.49. lead Y Winter Barrier Flood Hazards (4) For roof sf tthlrg within 4 feet d the perimeter edge Otte roof,Inducing 4 feet on each ride d the roof pm*,the 4 foot Design ndedayme peririiieter nine attactTmad rl#leme b shall be used. _ 25 140 Moderate Tem . used (5)Tabulated 12 Inch o.c./rel spacing SIMIR s rod A011thiig attached to m bri truss framing members with G>0.49.For ' P B Severe 38 in. SMode 157 Yes framing members With<0.42<G<0.49,the nail sparing she>I be reduced b 6 Inches o.c to Heavy (6)For wind speeds grimier than 130 mph,blocking is required ouch tray 3bM sheer bed b taatao addknal rapiers(3 mbrs In total}• --- �. . (7)For exterior panel sidling,gslvfdNzed box noU ti#id be pem*ed to be sub6sltlited for oarrtrrhon rte<lls. u+� N O% Z ' V 4. -Y u CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST,NNT CONSTRUCTION CONNECTORS •� } Go CONNECTION LOCA:1ON: PART NUMBER: NOTES: co RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS c 0 a` N RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. = g ^ RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER 12 'O RAFTER NOTCHED RAFTER USE WITH SPTH4 CONNECTOR RIDGE PLATE-TO-WALL „STUD SPTH4 APPLY TO EACH WALLS D v� RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EA WALL MD HEADER-TO-JACK STUD. LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWR ANCHOR ADS5 APPLY TO EACH SI WA EN 1ST. FLOOR-UNDER-S'LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE L F�TO RAF iER USE 1MTH 3-,'SgqAfj )MOERS)i U49 THE F0LlMWW OR APROVED USP ANAL CONNECTORS FOR PROPER WIND AESWAMT COMIRUCTM � FOLLOW WMAACTURiE'S RECOA23M 04TALATION 04TRUCTIOta TO ACNaE UPLIFT LOAD CAPACYY. 6/! RAFTER PROVIDE 11?SPACING4w X BETWEEN THE END STUD T , c � ARID T�FOR ALOTHER LOWING �+oR®aANCHM� � • 't7 � OWING GMT v RAFTER CONNECT CORNER STUD HOLDDOWN INSTALLATION , • TO TRANSFER SHEAR SU PATE TO Pd=AYW I glow moc � TOP PLATE FASTEN WITH(2)18d Su MAN TO FQRonTM 3roc TOP PLATE ---0 : . COA0XN NAIl.3®6'O.C. 1 3 ®an+o� TE TC A1 ►TImiff at O2�,� WALL STUD WAL13TU0 SIDEWALL ;o—ENDWALL U VM ab SOUCE WAMM OR&a=) N AL THE RAFTER TO�/A!L STUD FTI1 W 'ER �:T1�N . 1 2ND.FLOOR WALL STUD KNOOTUDS w NO 2ND. FLOOR PLATE CRIPPLE STUD w WOOD J01ST SUBFLOOR RMI BOARD kEADER BLOCKING WOOD JOIST GIRDEP�TADER 1ST. FLOOR Tom'PLATES JACK STUDS - WOOD GADER ViK)OD JOLT 1ST FLOOR WALL.STUD X1:1 ,IST FRA. OVER VW004 GiAm FRA y Fi t � r?a �ru�artr® 1�.11TI-AT�ZY C0�9�° 1ST. FLOOR WALL.STUD Z 1 ST. FLOOR PLATE 3 OOR S�.L GAGM WALL STUD WALL STUD FM BOARD ® E SHaD BOTTOM PLATE BOTTOM PLATE BATHTUB 3118 FLOOD DOUBLE SILL PLATE DBL..SILL PLATES .• DOABLE JOIST DOUBLE JOIST (TO OVERLAP J01NT8) ' FOUNDATION WALL 1 FOUMATION WALL " 4 •Q ` • DOU lOI�T'FOR ..1=� � A��1 1ST FLOORT F4UN� �t'ECTII .�,, fit N in tT WIND RESISTANT CONSTRUCTION CONNECTORS �. DECK & PORCH CONSTRUCTION DETAILS 8c WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES v Z 4x FOOTING H PA 44 4 PA 4 w . 1 ► . x 7" LT a- v 6x6 POST TO FOOTING ANCHOR PAU66 OR `NE66 PAU66: USE w2 MIN. 1Z2" DIA. x 7" ANCHOR B LT C 4- %0 4x4 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST I� r Ch 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST 01 d V-+ RAFTER POST/COLUMNI H A Al R TA 4 F POST/COLUMN �� 00 STAIR STRINGER CONNECTION TMU2.6 OR MPA1 USE ON EACH STRINGER N RAFT R JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER LL Z -0 .:� RAFTER TO LEDGER BOARD TMU26 OR MPAI USE ON EACH RAFTER. MPA1 USE ONLY RAFTS WHERE TMU26 CAN NOT B USED = oy LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. O W RIDGE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. V 0 HEADS Q► Table 3.1 H81khg Schedule(Wood Framed Construction ftmi 2015,Pages 149 and 193) RAFTER Number of Number of in Joint Carew Nails Bar Naas Nail N ROOF NAILING Rafter to Top Plate(Toe•nded) 3-8d 3-8d per raller TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION COftJoWIDTOP Plate(Too-naiad) 3-8d 3-8d per1� Casing Joist b Parallel Rafter(Face-nailed) 5-i6d 5-16d each lap 1 CekV Joist Lap$Over Partitions(Face-nailed) 5-16d 5-16d each leas Collar Tie b Rafter(Toe-netted) 2-10d 2.10d pertle Bloci ft to Ratter(Toe railed) 2-8d 2-100 each end STAIR T R E A�-- Rkn Board b Rafter End 12-16d 3-16d each ens GIRDER/HEADS WALL FRAMING POST RIM BOAR Tap Plate b Top Plate(Face•nailed) 2-16d(1) 2-16d(1) per foot j t� Top Plates at Irttenlecons(Face-meed) 4-19d 5-18d -each We j POST/COLUMN STRINGED— stt,a b s�,a(Faye-r,aled) 2-16d 2.16d 24'ox. ° ° Header to Header(Face 16d i r O.a aedges RIM/DECK J01g Top or Bottom Plate b Stud(End Nalled) 3-16d 2.40d per stud STRINGER TO DECKNORCH CONNECTION ` - X GIRDER/HEADER TO POST&OLUMN CONNECTION POST TO DECK/PORCH CONNECTION Bottorn�toFloor'I0�'�'�'��a FLOOR��Bloddng ) 2-1&!(1,2) 2-18d(1,2) per foot Joist b Sit,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Bridging to Joist(Toe-naW) 2-8d 2-10d each end Blocking to Joist(Twf"lad) 2-8d 2-10d each and Blocldng to SII or Top Plate(Toe-na W) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4.16d each joist GI R D E R/H E A D E Joist b Beem R0e-nd�) 3-ed 3-10d perjow C3 Band Joist to Joist(End-naked) 3-16d 4-16d per joist GIRDER/H E A D E Bans Joist b sill a Top Plate(Toe-Walled) 2-16d(1) 3.164 (1). per foot ROOFSHEATHING POST/COLUMN ° J 01S - T --� S ralIntedores(See Notes 4,5 and s) 10a /1r fdd ® POST/COLUIVIN Perimeter Edge zone 8d 10d 6"edge/5'field Gabe End Rake w11fh up to 1'Rake Overhang 8d 10d 6"edge/V field . GIRDER/HEADER CEILING SHEATHING Gypsum wallboard 5d coolers7 5d 000lers •r edge 110'fish WALL SHEATHING Siruc4ra l Panels(See Notes 1,2,mW 3) 8d 10d 6"edge/17 flow 1 W I GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POSTZCOLUMN CQNNECTION JOIST TO GIRDER/HEADER CONNECTION 5d coolers 5daxiem ra*/10-%id Gypsum Wallboard FLOOR SHEATHING Structural Panels 1'or less 8d 10d 6!edge 112'field i (1)Ndng rowkements are based on wall dm hang nded r wrcenter at the panel edge. Allernate na*g sdhedtee$shall be used where wall sheathing ring Is reduced. For am",If wall sheathing Is stalled 31rdw on-cartler at the pard edge j to obtain higher shear capacities,nEWing requirements for siruchrat members shall be doubled,or altamate connectors shall GIRDER be used to maintain load path. (2)For wall sheaMing within 4 feet of the comers,tfhe four foot edge zone attachment mqutrerrrerrts stab be used. 'D POST (3)Tabulated 12 irx;h ox,nal spacing assures wall sheathing attached b stud irarning members w1 h OA2<0.49. (4) For roof sheatoing wNihih 4 feet of to perirnelar edge of the roof,hduoing 4 feet on each"of the roof peak,the 4 foot Y WOOD J O I S petimelier zone attachment requirements shall be used, o (5)Tabulated 12 Inch o.a nal spacing a=nds roof etw ftV attached to rafter/trues f arcing members with G>0.49.For CONCRETE PIE A GIRDER/HEAD E Dn9 nterrhbers with<0.42<G<0.49,the reel spacing sinal be reduced b s Inches o.a v - 1 2 x 1 2 x 1 2 CONCRETE FOOT V °A >' (6)For wind speed$greater than 130 mph,lhiocldrhg Is required which transfers shear load b two additional ria(3 rstters h (Av WOOD JOIS (7) ` , r A - For exterior panel siding,galvarrized box Walls sinal be pemlllted b be$u6efitrttad for common nails (A POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: 1}Irdew dwwlss nota,ar nemkp materw to be#1 AOQ Pr9wn hne.' katwer. JOIST FRAMING FLUSH WITH GIRDER/HEADER ANraMenomlogo,endencnotabeegalvhz,aor,raenlemosel• GIRDER TO CONCRETE PIER CONNECTION =for deck Joule b be balled or ardwmd b each pat or pW wM washers end rests. owwob pias shah be awhorsd with proper shat rwrirmolus an&aw CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA k*connobwNhambkmun1/7c laxriawardaboitwkhwwhanandMft C3nxtnd SrwHr Wind Seismic eatheri Frost Line Termite Decay Winter oe terrier Flood Hazards 3).Poolse ram sins beandwred b a 1IM2"M?W*conaab boarp. Use a mkrknum 1rZ die x r torp mews bort wlh washers and rwh.Food ps SW Load Speed Depth Design Jnderlayment be 31 below grads.Gkdws with rode shat have 12"din.conarals Pm I bsbw grads.. Temp. Rmulred 4J.Dock JoWs to txnw brloeldrp at 8'0 or.. 25 psi 140 mph g Severe 36 In. � Slight to 15°F Yesto Heavy Moderate 5}.A mttknm of 10 inch IhNft shall be k*WW bebnsan the Wk*V and krdget. 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