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HomeMy WebLinkAbout51511-Z ho�aof SOUTyo`o Town of Southold * * P.O. Bog 1179 Af 53095 Main Rd umv. � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47241 Date: 07/24/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 62945 CR 48 Greenvort, NY 11944 SecBlock/Lot: 40.4-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/01/2024 Pursuant to which Building Permit No. 51511 and dated: 01/02/2025 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: Kevin Mannix ,Karen Mannix Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51511 1/7/2026 PLUMBERS CERTIFICATION: A t nz d Signature �ao�sa�ryo TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 51511 Date: 01/02/2025 Permission is hereby granted to: Kevin Mannix 5 Rodeo Dr Syosset, NY 11791 To: Construct a garage accessory to an existing single-family dwelling as applied for. Must maintain a minimum side yard setback of 20 feet. Premises Located at: 62945 CR 48, Greenport, NY 11944 SCTM#40.4-12 Pursuant to application dated 11/01/2024 and approved by the Building Inspector. To expire on 01/02/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $413.00 CO Accessory $100.00 Total $513.00 Building Inspector \\pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • iQ Southold,New York 11971-0959 ��yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kevin Mannix Address: 62945 CR 48 City: Greenport St: NY zip: 11944 Building Permit#: 51511 Section: 40 Block: 1 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Prime Electric License No: SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage X I Dock INVENTORY Service 1 ph In-wall Heater Recpt Ceiling Fixtures 8 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 6 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment:. Notes: Acc. Garage Inspector Signature: C Date: 1/7/26 pF SOUTyo� # # TOWN. F SOUT '�(D BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ].FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] ,CODE VIOLATION [ } PRE C/O [ ]. RENTAL REMARKS: DATE h"o, INSPECTOR 1� V SOUTyO� ----- - * * . TOWN OF SOUTHOLD BUILDING DEPT. o m� 631-765-1802 I NSPECTION [ ] FOUNDATION 1 ST/ REBAR' [ ] ROUGH PLBG. [ ]7FUNDATION 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: aAAL,I / DATE INSPECTOR SOUlyolo 5 151 I 6 -1 5 `/4` -- -- -- --- # # TOWN OF SOUTHOLD 66ILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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: Cam J F' f DATE INSPECTOR - - - OF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. "um, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ -] FOUNDATION 2ND NSULATIOWCAULKING [ ] 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: .01 Apt/ GAA 21 DATE k f-- INSPECTOR ?IELD INSPECTION.REPORT DATE COMMENTS r FOUNDATION (IST) --_—__ — ------------------------------------ FOUNDATION (2ND) C ROUGH FRAMING& — _ — PLUMBING v, a INSULATION PER N. Y. _ STATE ENERGY CODE 3 FINAL - -- ADDITIONAL COMMENTS _� --2=Z� 13P -t--GO recce /r��-7� rn O - x TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ��, • N Telephone (631) 765-1802 Fax (631) 765-9502 bttps://www.soutlioldtownny.gov Date Received APL@CAMN FOR BMMNG 9 ERNT 15 I 1 For Office Use Only I' PERMIT N0. Building Inspect JIJA \ � -OCT 3 1 2024 _ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where.the Applicant is not the owner,an 11011ding L-par�man# Owner's Authorization form(Page 2)shall be completed. Date:10/14/23 OWNER(S) OF PROPERTY: Name:Kevin and Karen Mannix SCTM # 1000-40-01-12 Project Address:62945 County Road 48, Greenport NY Phone#:631-727-6550 Email:kamannix@aol.com Mailing Address:62945 County Road 48, Greenport NY 11944 CONTACT PERSON: Name:Charles Thomas 6 Chr1 0,- MailingAddress:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas MailingAddress:PO Box 877 Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com .CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: FEail: DESCRIPTION OF PROPOSED CONSTRUCTION ©New Structure ❑Addition ❑Alteration ❑Repair *Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:Slllgle Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes WNo IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Toinin Code.`APPLICATr0N IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance oflthe Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,.for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees:to comply,with applicable laws,ordinances,building code, housing code`and regulations and to admit authorized inspectors on premises and in,building(s)for necessary inspections.False statements made herein are punishable As a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application'Submitted By(print na e): harles Thomas BAuthor/ized Date: A ent ❑Owner BOG 2� Signature of Applicant: (�iV 2 STATE OF NEW YORK) SS: COUNTY OF ) L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 4 L�1- Z &—,4 L-2� (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 of 1���4'0 , 20 r t' %tArj PubKCj Erlrt;.q}Urphy-Apiceilo Notary Public State of New York County of Suffolk PROPERTY OWNER AUTHORIZATION REG 401NIU6090387 Expires April 14,20_2: (Where the applicant is not the owner) 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 47 BUILDING DE MENT� EleciricW�spe T OF SOUTHOLD CM Town Hall Annex - 54375 M 'n rtVR0$ox 1179 Southold, Ne Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(a-southoldtownny.gov — sea nd(cD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3/10/2025 Company Name: prime electric inc Electrician's Name: micahel hunter License No.: me-52402 Elec. email: mike@primeli.biz Elec. Phone No: 6313875650 211 request an email copy of Certificate of Compliance Elec. Address.: 1380 broadway ave holbrook ny 11741 JOB SITE INFORMATION (All Information Required) Name: kevin &karen mannix Address: 62945 north rd greenport 11944 Cross Street: queen street Phone No.: 6313875650- Bldg.Permit#: '5 B / 5 jJ email: mike@primeli.biz Tax Map District: 100 Block: Lot: BRIEF DESCRIPTIO O INCLUD�E SQUARE FOOTAGE (Please Print Clearly): eed o s cti garage 9 �YI)f} Square Footage: Circle All at Apply: Is job ready for inspection?: 0 YES ❑NO ✓❑Rough In Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground[]Overhead # Underground Laterals 7 1 2 H Frame Pole Work done on Service? D Y DN Additional Information: PAYMENT DUE WITH APPLICATION 5�� � �co dwlL1 n cj raf C I�Y-11 _F 200amp underground service (up to 100ft supply all labor and materials to install 200amp house mounted underground service up to 100ft from pole with 40circuit main panel and additional 60amp sub panel. includes additional low voltage conduit from pole. garage wiring ( detached supply all labor and materials to rough and finish the following (1) 60amp sub panel off main house (trenching by other) (1) 1 1/4 low voltage conduit for av (4) coach lights with install of customer supplied fixtures (8) led keyless (2) 3/way systems (2) 20amp garage door circuits (2) 20amp general garage circuits /- (1) 15amp lighting,circuit (15) decora outlets locations (2) exterior weatherproof gfis (6) Decora switch locations pool wiring (60amp ) up to 10Oft �� 9,S-3 supply all labor and materials to wire inground swimming pool with the following equipment (1)filter pump (4) pool lights with transformer (1)gas or electric heat pump (1)salt system includes all pool bonding with electrical inspection upon completion 1 Scott A. Russell d10St'FFQk sIFOlRMWA TIER SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.sox 1179 "p 5309S Main Road-SOUTHOLD,NEW YORK 119n Town n of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER-) — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: Contact Information: 3 Q 4-Ylm�R 1 dMhnnt�unMrl — 35"I Pro ert Address / Location of Construction Site: 1p00 S.C.T.M. �a 2.995 p 95 5 7,Ici r(a,n nn,rk NCI �— Z. Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEP ,RT�rvE'`T— — — Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is - / � Project does Not Dischael rge to Waters of the State. No S.PUC�s D',ci�t '' =`'' 'f" ❑ \o E;� ❑ - Area of Disturbance is Greater than I Acre 8 StorC N a el D_. _.a Per:;iit to Waters of the State of New CY P York. issuance of a Bui dANT 1�iS P UnT,�I� s v DIRECTLY From N.Y.S. D.E Area of Disturbance is Greater than I Acre�f NeN1Yoi r PT1HCIAPIPLICANT %11USTIOBTAIN Towns MS4 Systems to Waters of the State o a S.P.D.E.S. Permit throw h the Southold Town Enoineet'in Department Prior to Issuance of a Buildin¢ Perm 3� 3 1. Date: Reviewed By: mR nn Scott A. Russell ���° �� SIFG)]K� M[WA�C']EJ[� SUPERVISOR 0 N\1[A A\\.Gr]EM11EN IF SOUTHOLD TOWN HALL-P.0.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 ��0 �; ,J CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ! — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Date: IPnnt ISignal ur Contact Information: m IL-glad R Telephone Number) Property Address / Location of Construction Site: �� C1g5" C�jg-\ �a -- gbi S.C.T.M. #: 1000 District L{o �_ ! 2 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than I Acre. No S P D E S. Permit is Required ! Project does Not Discharge to Waters of the State. No S P D E S. Permit is Required ! - Area of Disturbance is Greater than l Acre & Storm-eater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N Y S DEC. Prior to Issuance of a Buildining Pam_ [� ` i-ca of Disturbance is Greater than I Acre & Storm-��arf-r Rimoff Flows Through Southold Town's MS4 Systems to Waters of the State of Ne\& York. THE APPLICANT NIUST OBTAIN a S P D E S Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Date: Rey ie��ed BY: FYIR NI a CM(P -T(1C (lrmhar l 1 V,e I � C kP / D ( SURVEY OF PROPERTY (^/ `� �F OQ ' �: FRPMN �QO✓ °�'>a . '�� . SITUATEAA��,z p�, Q�. �� N GP �dL > t> ° 1y� ", •�Q,.�. GREEN]. ORT �� \ C9/y :: :: ':: G� 1 ,�jr w.. ARCHITECT TOWN OF SOUTHOLD l' SUFFOLK COUNTY, NEW YORK 20 S.C. TAX No. 1000-40-01-12 •`ti^ / „ o � \` ' REVISIONS DESCRIPT ION SCALE 1 =20 ('� / �- 22 A 1 JUNE 20, 2023 v �� / / - 2� / / 9/28/23 HEALTH DEPARTMENT TOTAL LOT AREA - 60,068 sq. ft. .�. Cs �G Q°°� 10/31/23 SOUTHOLD TRUSTEES DEPARTMENT (TO TIE LINE) 1.379 OIC. 30 B O Val G�C]S AREA SOUTH OF COASTAL EROSION LINE = 60,068 sq. ft. \' y j �� � � �� ��°ate -•- ---- � \ THIS SITE PLAN HAS BEEN PREPARED USING / �Z �� 32 °° THE INFORMATION FROM THE 34 \. SURVEY OF NATHAN TAFT CORWIN, LAND SURVEYOR FROM NATHAN TAFT CORWIIN LAND SURVEYING, DATED JUNE 20, 2023. ° / / ' �� ; _ NOTES: �.° � *� ND1 ot�mncsa` ` a o 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATIUM " '�@ \ EXISTING CONTOUR LINES ARE SHOWN THUS. Xx "► / t` {� ' II G�O.' C��, �':' ;5�:\•� :; F.FL - FIRST FLOOR O�/"' 'Q O✓�•O�✓•• : :\•• '• •�•• \y/\ G.FL - GARAGE FLOOR 2. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUIMPED CLEAN AND :.Q�O REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. �" \ / �\ \i 1° -9�� G�O� �O •,:\; '2 / 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �Q OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 4. ALL EXISTING STRUCTURES TO BE REMOVED. \ �oAo�$ ��P�� \ Ai o�re���► /` 9Q p 6� fit° S L TEST H0i1,E DATAVN a O ' (TEST HOLE DUG BY ROY K. KEISSIG. ON OCTOBER ;2, 2021 \ .�, �� '�q b �9// / `� '.:•;: '' \ \ \ TOP SOIL (PT) \ I"r►• \\ :�� \ � \ • ova.. 0.3, 7A .s9 Q LLLLL_LLL BROWN SILTY SAND (SM) \ �Y ' � \\ \ \ \ v LLLLI_LLL toy ,,� v. Q 3.2' Ul BROWN SILTY SAND AND GRAVEL (SM) 32 • \ \\ Q \ 32 a ` o Fb 4.5'BROWN SAND AND GRAVEL (SP) ${f►' \ 1 �° S'�`� ` OF / 7\ • • \ \ Aid GROUND WATER NOT ITJCOUNTERED WITHIN 17'-0"' �\ @J(lopJ 0 z 0 EXISTING LOT COVERAGE DATA + 'sue e \ a\V w. \ o. \ \ OVER AREA SOUTH OF COASTAL O ln� \' n EROSION LINE (60,068 sq. ft.) O DESCRIPTION AREA X LOT COVERAGE HOUSE 1,643 sq. ft. 3.:29X ayeWS \ BRICK WALK & STOOP 106 sq. ft. 0.:21X sy1A q0 0 WOOD STOOP 21 sq. ft. 0.104X SHED & PATIO BLOCK 95 sq. ft. O.19X STORAGE SHED 16 sq. ft. 0.103X � � f \ >�, �� TOTAL 1,881 sq. ft. 3.:76X PROPOSED LOT COVERAGE DATA OVER AREA SOUTH OF COASTAL EROSION LINE (60,068 sq. ft.) Z o \ \ rNy t 0►5�►' d � L_L_. DESCRIPTION AREA X LOT COVERAGE HOUSE & PORCH 1,971 sq. ft. 3.:95X � O DECKS 434 sq. ft. 0.167X . Q POOL 448 sq. ft. O.190X O Q _ ALARM/CONTROL PANEL CONTROL PANEL MOUNTED N' GARAGE 576 sq. ft. 1.,15% MDL#1041972 CONTROLER "A" ON 4"X4" PRESSURE �Q / I(1 z TOTAL 3,429 sq. ft. 6.187X MFG BY SJE RHOMBUS TREATED WOOD POSTS \ \ �O L J I 1 AIR BLOWER " \ W O INSULATED WEATHER \ `6 \ \ RESISTANT BLOWER 1 a � FENCLOSURE DRAINAGE SYSTEM CALCULAaIONS: \ \ •,,.. � (� ROOF AREA: 3,658.9 sq. ft. \ \ \ Q r ry 3,658.9 sq. ft. X 0.17 = 622.1 cu. ft. v >� 622.1 cu. ft. / 42.2 = 14,7 vertical ft. of 8• dia. leaching pool required \ \ Q �• �' PROVIDE (3) 8' dia. X 6' high STORM DRAIN POOLS \ \ \ NOTE: ALL ROOF AREAS TO BE (PIPED TO DRYWELLS PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN b \ \ \ S I T E P L A N detail PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUIN-OFF ARE SHOWN THUS: - AIR LINE TO ��JJ tKE�q�L I � FUJICLEAN OWTS \ SCALE: 1" = 10'-0" NOTES: FIN. GRADE \ �, • 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ELECTRICAL SUPPLY \ EXISTING ELEVATIONS ARE SHOWN THUS:= TO BLOWER \ \ \ F.FL - FIRST FOR ELECTRICAL SUPPLY TO FUJICLEAN OWTS c.FL- HMHe�aE FInaR SPLICE BOX 2. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. FUJI CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 500 GPD. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. CONTROL PANEL & BLOWER \ 'If sI n A11ONP� 2 POOLS; 8 DEEP. 8 dia. \ \ \ CUM (NOT TO SCALE) ` B PROPOSED EXPANSION POOL `� \ r-tT. to y_t0}• T. _Or CHAMBER Volume(gall Ti Sedimentation Chamber 277 24"0 COMPONENTS THIS ACCESS ONLY ` \ Anaerobic Filtration Chamber 278 ( ) � T 3 Aerobic Contact Filtration Chamber 127 Charles Me Thomas PROPOSED LEACH( G 00 20"Hb HDPE SECURE HEAVY COVER BY POLYLOC PR0P0SED SEPTIC SYSTEM DETAIL o x "R Storage Chamber 63 20" SAFTY SCREEN BY POLYLOC (TYP.) 00 PROPOSED FUJI CLEAN CEN-5 NOT TO SCALE \ \ \ / Disinfection 4 TREATMENT SYSTEM HOUSE � � (oPTIaNA) Total volume 749 12 x 12 POLYLOK D-BOX INLET •OUTLET PPE PROPOSED 12"x1i:" POLYLOK DISTRIBUTION BOX ELEV. 36.0 18" COLLAR FINISH GRADE ` } } FINISHED GRADE W/ PDB-12 RISER AND COVER' 1'-0" MIN. a r C h L e C L ELEV. 34.0' ROTO-FLOW 3050-4 LEVELERS ELEV. 34.0' :..A a A PROPOSED PROPANE TANK cLFANol1T TO GRADE WITH LOCKING 2'-O' MAX. \ \ � o � � � � SPECIFICATIONS / /\ Anaerobic Media PP/PE FillingRate 32% \ Board T Aerobic Media PVC/PP/PE FillingRate 16•, PO BOX 877 JAf�ESPORT, NY 11947 (631) 727-7993 APPROVED 1 TOP EL. 32.5' Aerobic Media PP/PE Filling Rate 57% 3. THE LOCATION OF WELLS MID CESSPOOLS SHOWN (HEREON ARE FROM FIELD INV. EL. 20" e" \ \ INLET a \ AN L�PUMP Blower 2 8 cfm min. PITCH 1/4"/1' P -- 3' CLEAN ® \ X® Tank FRP OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 32.5' I/A OWTS TANK INVERT INV. EL. 32.3' FUJI CLEAN CEN-5 0 ELEV. 31.W SAND \ ( Piping PVC/PP/PE PROJECT 4. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOWED. TREATMENT SYSTEM INV. EL. INVERT INV. EL. 31.5 COLLAR \ Access Covers PI"'7 Cast Iron 32.1' ELF/, 31.g I \ !c Disinfectant(Optional) Chlorine Tablets AERATOR MOUNTING CASTING W o 4" dia. D , � \ FLOW � (CLEANING OPENING) B ���� ELECT. CONDUIT CROSSOVER Owns WIRING PER MFGR. PIPE PLAN VIEW BOT. EL. 26.5' e o �� K D \ ae v' e 0 120N AC, 10, 60 KZ, IN 1AMP POWER SUPPLY - IT CYL�DE1t(OPTIOlIAL) 4'MANHOLE /112-2 AWG WITH GND IN 1' PVC CONDUIT ` .• '•' •�•N FUJI CLEAN HARDWIRE - \ ,� \ 1e"MANHOLE(TIP 1e"MANHOLE Ow 24•MANHOLE(TIP OWTS OWTS MAIN CEN 5 CE5 P PANEL PALE BOT. EL. 25.8' GROUND WATER NOT ENCOUNTERED WITHIN 17'-0" OPENING ELECTRIC SERVICE AIR BLOWER CONECTION 0 I 6' MINIMUM PENETRATION \ I N N {� CONTACT MEDIA SITE PLAN INTO A VIRGIN STRATA NOTE BURIED ELECTRICAL.POWER CONDUITS OF SAND AND GRAVEL � �`�•' _ --- SFWl BE MIN. 24• BELOW GPo1DE GROUND ROD . �• ", ' v �A OWTS TANK I/A OWTS SYSTEM - (NOTES) 4 BEDROOM HOUSE, SINGLE FAMILY DWELLING 440 GALLONS PER DAY 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. ELECTRIC ONE LINE DIAGRAM USE: (1) FUJI CLEAN CEN-5 TREATMENT SYSTEM - 500 GALLONS PER DAY USE FUJI CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 500 GPD. \ µid �$�O 0 ® ASSEMBLY (NOT TO SCALE) 2. A 10FT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED �" S 3� CO I Qj I 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. 1t1d :, . a / ® \ / DATE: 6/23/23 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 n a LEACHING GALLEYS (6) ARTICLE VII WITH ENDORSEMENT J. " ; • H I X \ I 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN t0� :•.; ' © © PROJECT No. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ACCORDANCE TO ARTICLE 19. 'O i DRAWING BY. CMT 2 LEACHING POOLS; B' DIA. X 6' DEEP 6. OWNER SHALL EXECUTED 0&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER �� '�L� �: MEDIA 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) ARTICLE 19. S I T E P L A N '�ti� s `_• i O m / \ / \ CHK BY. LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 6 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW �� S �, " \ TIaN ASSEMBLY DWG No. 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATER LINE SHALL BE MAINTAINED. OR DOOR. SCALE: 1 = 30 -O 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE f? �B 6�:•' f� 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND I/A OWTS TANK SHALL BE MAINTAINED. SYSTEM LOCATION. caj4Y 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. �� 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM ¢ �61�Q SECTION A-A VIEW SECTION B-B VIEW 1 OF 1 REACHING THE CONTROL PANEL : .,V. 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL '1° •. : 1 ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY b��� --\�+ FUJI CLEAN CEN-5 TREATMENT SYSTEM OCCUPANTS OF THE RESIDENCE SERVED. �' - ".'i. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM TO s�� ACCESS OPENINGS. cdf THESE DRAWINGS AND ACCOMPANYING SPECIFICATIOMS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS A AIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CD 0111 ryory� p'4 p `JOB P J6 1 14 16 —zo 0AV —24 26 SURVEY OF PROPERTY SITUATE %.J ... -30 �p� GREENPORT / :.�..._.... _.... tiP :? -..; ..-:.;.;: TOWN OF S 0 UT H 0 LD /,>;>::<:<:«< �:<�-< SAP S U F F0 LK COUNTY, NEW Y0 R K .:..: _ r: = o�� —32 coP S.C. TAX No. 1000-40-01 -12 '';'::-::::'`: :-=.:- :> o��� SCALE 1 "=20' J ..... J 34 .:;::>::::;<::: ':« >::; J U N E 20, 2023 O: / / / �°u�•::::...................................''� OCTOBER 23, 2024 FOUNDATION LOCATION ;=::: �$o �� TOTAL LOT AREA = 60,068 sq. ft. 1 , / o / .... .... Y 4p� (TO TIE LINE) 1.379 ac. AREA SOUTH OF COASTAL EROSION LINE = 60,068 sq. ft. `'' �i / >:::::s:i / o NOTES: ............ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR h 0 T \ 3 � � m 'O. m 1 O SOP F 32— \ I \ \al I / ) TO P �� poi \ l / '� \\ •\ 0 UNAUTHORIZED ALTERATION OR ADDITION \ \ \• \ TO THIS SURVEY IS A VIOLATION OF \ w SECTION 7209 OF THE NEW YORK STATE \ \ \ EDUCATION LAW. COPIES OF THIS NOT THE LANDSURVEYORSINKEED BEARING D SEAL O G EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. f CERTIFICATIONS INDICATED HEREON SHALL RUN \ ` K ONLY TO THE PERSON FOR WHOM THE SURVEY \ V� IS PREPARED, AND ON HIS BEHALF TO THE • TITLE COMPANY, GOVERNMENTAL AGENCY AND \ J/t&T� r1O LENDING INSTITUTION LISTED HEREON, AND / \ /�ft�?' . TO THE ASSIGNEES OF THE LENDING INSTI- \ TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS N o R S 6•:J AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. \ /•. v o " ry/� (� V J I_ s ....a`ti .O.• •v •� PREPARED IN ACCORDANCE WITH THE MINIMUM o n Nathan Taft Corwin III STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 61 v-�j / .1 •� • ' BY THE LI.A.LS. AND APPROVED AND ADOPTED G FOR SUCH USE Et Op f j vffllORK STATE LAND 7 � 1 � Land Surveyor °�• pF NF�,I,ffoe ��� �S— ? e TITLE ASSOC TION ® `o�°�Q��•ZPFT C• .yOo��' � e' �' �,' Successor To: Stanley J. Isaksen, Jr. L.S. o g •' q••• 9 G R s ►v Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 ^ cr :,_. • �0 G ►°' 01 OFFICES LOCATED AT MAILING ADDRESS y�,�•.• • , 191� 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 'Iffy SAND E—Mail: NCorwin3®aol.com a���l���81'��ae N.Y.S. Lie. No. 50467 ea THIS PROJECT IS IN COMPLIANCE MATH 2O20 RESIDENTIAL CODE OF NEW YORK STATE -- as [p I Y 1.5EC0N0 FLOOR - �Y J -I RAFTER TO WALL W ` (14)10d 1 1/"FASTENER ] P� DORNER PLATE HEIGHT ARCHITECT �I-.NFAS FASCIA I' I AI L{ J Dw I'1'1III-Fw-1I-F-I����--��--{IABBIIII FILE. �r REVISIONS D E S C R I P T O N T ,T� ,l A 71 A 51 A 51 � 12 JO 2t EDITS J rT. �J INc,t lXl yHP EC1lorvIXEowE '_ 1T:{`":_ HET JOISTS H s j SEIECD�on'I TO CEILINGNOL R ^ - I. L*Al&raw"�raw,FW 1.,� " 9l PLATE HEIGHT -- — + - Ridge Beam -- - �.� wp -z�FASCIA r• W.e.z-a RA MTs1x w NDows T;a ll '. 1'_1 r 71 J J rT RDARD r r Tr7r rJ ITJTJ T XJ jT D rr T•I 7T eoARDFR E DR•" T�rJ�' YJ {rrl rrL I; S J �� �,j�y-f YTy we T, J 11,x J �+`.� �• D10 RIDGEi f7 �T� I•T��rJ.Y 7 J, , " T TJ J} 7F � -rill I, r EP k IFrJ, 'Try IT'; r' -T_ T J RAFTER ALFIE ° J.. r � rx 7I r' L�{}_ pr .JT?J ,7 .J rJ,T ,iJ =sii Da er-- -T-'I�x, JT �i� , r T`.rT r.�ilT 'r' TO SLAB _f�-- n RAFTER TO WALL impson Strong Tie SCALE N.T S WITH CEILING COLLAR TIES 0 32"O.C. CS-20z18"MIN.WITH(7)10d COMMON NAILS S'°E YAN F R 0 N T E L E V A T I 0 N S I D E E L E V A T 1 0 N PER RAFTER INSTALLED OVER PLYWOOD 1 SCALE. 1/4"= r-o'• A,1 SCALE. 1/4'= 1'-O" E1 I AP TIE SCALE N.T S. - ,IrML 2• 0 oG x,. 12 - - 12 S O AVr ROOt 12 /rJ Q5 S PPF ER / a.n aL RgrhRd3 TYPICAL ROOF CONSTRUCTION rx rTJ J T - X o P / 016- YATCN E%IST,RWF SHINGLES 1 OC OMER 15 ROOF FELT ON 1 Y COX PLYWOOD SHEATHING III / / f / - _ T 2 X10 ROOF RAFTERS 0 16'O.0 _TYPICAL WALL CONSTRUCTION r J J_I W i I UNFINISHED LINE OF B001 MATCH E%IS11NG SIDING,TYYEK HOUSE WRAP 1/2'CD% rT 3w +� / ATTIC PLYWOOD SHEARiING ON YX4'WE STUDS 016'0C 7 T_`Jr r. I T A s, A 51 A 51 1 STORAGE "`eL vxo 7YPICAL CEILING CONSTRUCT ON �+ Y TTjy`I_u- r j' 11 r TJ CEILING JOISTS 560 SERIES 016'0C. 0 7 T� '- a sm ER W/('PLYWOOD SUBFLOOR L r N°LEs P .I - -aECTION° OVMER - ' 1O. - - W W 11�"TJ Jd51556041tlE5018'OC W ovEnA xIM Ill'xx'FASCIA r' DDARD ,'vs'rnIEZE ,JT - --- _- rxs'FRIEaR _ J r ,r JJ r ti �j J LI E M f� I� e,ARD 2S-4' W 1'J I r J ? -T - _TYPICAL WALL CONSTRUCTION O s��NN'ERDDwNDS T MATCH EpS71NC SIDING,TYVEK HOUSE WRAP 1/2'CD% �#T T Y1 T r ,1E r' n••..0 - T J PLYWOOD SHEATHING ON YX4'WD STUDS 016'0C. z r � Y T, 2 CAR GARAGE W T1 2.2 J 24a2 J - r 'j_ ELL I raJ y Ep _T� E TT�r� _ y ANYR 4'POURED CONCRETE SLAB �iERNC .TIE f ?r' TY I ® IJ •-I 4 MILL VAPOR BARRIER O 5z.A DR BRTS , / O CLOPLAY OR.000- CLOPLAY QH DOORS 'Av` AS SELECTED PER OWNER AS SELECTED PER OWNER LL 6'POURED CONCRETE FOUNDATION b i � R EAR E L E VAT10N_ SI DE ELEVAT110N WALLONAOOTING OUREO - z ING SCALE 1/4" 1'-C.• -_ -_ -- SCALE2414'.= "0"_- __ __- - - CONCRETE FOOT W z W 3'-10' 20'-2' 2'-23" Till (0�� ----- —————————————————— 3046 kGRESS 5< — ————————————— —— I DRO— OUNDATION— WALL PTO —— TO MEET SLAB I (3)1!r LL HEADER I CONTINUOUS FOOTING I 2"X10" RR 2"Xi O" RR Ir PUE IIIF== I I 016" O.C. 016" O.C. Al C --- DOWN STNR— (0)Il r LL HEADER 3)11�'IL HEADS T =___� I'I SLAB TO SLOPE DN.4 TD DOOR!SDOOR!S I I _$ I I I ' I + GARAGE —_____ UNEXCAVATED 3 ¢g Q..AD„ o Q _— 4"POURED CONCRETE SLAB F 2"X10" RR 2"X10" RR 4"POURED CONCRETE SLAB Im �L I1. y, D OVER 6 MIL.POLYETHLENE o OVER 6 MIL.POLYETHLENE ______= I ®16" O.C. ®16" O.C. VAPOR BARRIER ON WELL I� VAPOR BARRIER OR WELL .i Charles M. Thomas COMPACTED POROUS FILL - > - COMPACTED POROUS FILL - 8 I 8"POURED CONCRETE FOUNDATION I a r c h i t e c t WALL ON 8"%16'POURED IS PO BOX 877 Al, NY 11947 (631)7D-1997 i o CONCRETE FOOTING 1 I Z i SLAB TO SLOPE 11(•'TJ JOSTS%0 STIES 0 16'O.0 Ao o DN.4 ip pOpRg I rn°Acr b I 2"X10" RR 2"X10" RR .. I 0 16 O.C. 0 16 O.C.CC ' I I --------------------- m I „ ACCESSORY GARAGE 272 212 212 ------------------------ 24'-0" 24.-0" 1 2`` FOUNDATION PLAN ROOF FRAMING PLAN 10/12/23 G A R A G E P L A N 1 SCALE: 1/4"= 1'-O" 1 SCALE 1/4" = 1'-0" 1 SCALE e 1/4" = 1'-O" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA `"' GROUND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD I LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTIONA" OO1 OO LOAD (MPH) CATEGORY LINE TEMP. UNOERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH RMINATE DECAY NEGUIRED 20 1]0 0 SEWDIE 38' TOOERATE SLIGHT 11 YES FTOM 19W0 t0 PSF 20 PSF PERIMETER EDOE ZONE"0.T2 PSF EDGE ZONE"35 W P9F RESDENRAL —E V TD TO FIRM MAPS MTEMOR ZONE"51 4 PSF MTERIDR ZONE"2W 9 Pg HEAW YODERAIE THESE DPAWNGS AND ACCOMPANYING SPLCIFFATIONS,AS INSIRUNENTS OF SERNCL ARE THE EXCLUSIVE PROPERTY OF THE ARrFJE'T AND THEIR USE AND PUFFICATION SHALL BE PFSTEICTFD TO THE ORIGINAL SITE FOP WHICH THEY WRF PREPAPM REUSE,RLIupULICITN OR PUBLICAU EN BY ANY MLTHOD,IN AHF L OR IN PAFI 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT TIRE TO THEY PLANS SHALL REMAIN WIN ME ARCHITECT MSUAL CONTACT WTH THEM SHALL CONSTITUTE PRIMA FACIE EADENCE OF ACCEPTANCE OF THESE RESTRICTIONS Poo THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. III I I IHI I 1 11 111 1 11 111 1 11 IfITT11 III 12 © ` a4 - AN IS111 A IR[ APPROVED AS NOTED A DATE: 01-02-25 B.P# 5 51 I � f ARCHITECT Q�P 12 --- - - -- --- -- FEE 10 - Od BY 10 1" X 8" FASCIA NOTIFY BUILDING DEPARTMENT AT � W/1"X2" OVER 631-765-1802 8AM TO 4PM FOR THE REVISIONS /\ /\ /\ — D E S C R I P T I O N 2442 O FRIEZE FOLLOWING INSPECTIONS: BOARD FOUNDATION-TWO REQUIRED N HI L D N E E E R OF SIN L E FOR POURED CONCRETE tO� O F HN L S E ROUGH-FRAMING&PLUMBING U N W X FINAL-CONSTRUCTION MUST TIWA/1-X2- " X 8" FASCIA 1" X 8" FASCIA BE COMPLETE FOR C.O. OVER W/i"X2" OVEROAR FRIEZEBOARALL CONSTRUCTION SHALL MEET THE OARD BOARD REQUIREMENTS OF THE CODES OF NEW ui s/a" WINDOW YORK STATE. NOT RESPONSIBLE FOR & DOOR SURROUNDS (TYPICAL) DESIGN OR CONSTRUCTION ERRORS �Q I � _I a N 2442 2442 2442 SHINGLE SIDING PER COMPLY WITH ALL CODES OF ;OF NEW YORK STATE&TOWN CODES S N E I I G R SELECTION E C 0 OWNER AS RE01 IRED AND CONDITIONS OF SOU11i0ipt0'NI � SOt1iltOtpT0711 PW� NG SOM 2 SOU HOWTOI'.";41TP,l1STEES SIDE YARD F R � O N T ELEVATION SIDE ELEVATION ` yycc ryry 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" $(1llTNOLD OD 12 12 - TRUSS PLACARDING REQUIRED 4C::P' Q4 S AN S A R I III RETAIN STORM WATER RUNOFF w 2442 / / PURSUANT TO CHAPTER 236 OF THE TOWN CODE U 10'-4" PLATE HEIGHT ROOF H NG S P _ n z — O F I L E O 11 111 1 - - 1" X 8" FASCIA 1 il Ill 1177=77 X 8" FASCIA W W/1"X2" OVER /1"X2" OVER T.O. WINDOWS 1"X6" FRIEZE > 1"X6" FRIEZE > BOARD BOARD µj & DOOR SURROUNDS & DOOR SURROUNDS O (TYPI CAL} - � - - -- (TYPICAL) W SHINGLE SIDING PER SHINGLE SIDING PER lul- 9 SELECTION OF SELECTION OF OWNER R ® i OWNER T.O. SLAB WHTYYT�YTY���,T CLOPLAY O.H. DOORS CLOPLAY O.H. DOORS (� AS SELECTED PER OWNER AS SELECTED PER OWNER L.1_ a R E A R E L E V A T I 0 N S I D E E L E V A T I 0 N z 1 _ - SCALE: 1/4 — 1 0 1 SCALE: 1/4" 1' 0" I_IJ '-24" 24'-0" 2 W 3'-10" 20'-2" 3'-3" ff < u 00 �• v e I iV DROP FOUNDATION SLABWALL TO CONTINUOUS FOOTING 0 2"X8" R(OOF RAFTER I 2"X8" ROOF RAFTER - 0 116" OC. 0 16" OC. w I w 0 1 � 1 1SLA 1 SLOPE DN.B T00 DOORS 0 1 1 _ 00 ' I �.rn _j LIUN G A R A G E I I UNEXCAVATED z Q o 1-I 0 4" POURED CONCRETE SLAB J 1 1 o o I 101 4" POURED CONCRETE SLAB P: I i I 0 N `t 1 N OVER 6 MIL. POLYETHLENE 0 N N N OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL N 1 N VAPOR BARRIER ON WELL 0::, i x Charles M. Thomas COMPACTED POROUS FILL 0 z COMP ACTED POROUS FILL � I 1 1 �R z I I a r C h I t e C t w I 8" POURED CONCRETE FOUNDATION L) WALL ON 8"X16" POURED I I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 J0 I 1 CONCRETE FOOTING i y = I SLAB TO SLOPE 1 I PROJECT 2"X12" CLG. JOIST! 0 I I DN. 4" TO DOORS I I rn 0 ,6" OC. I N o I I 10 22'-8" 18 - - - - - - - - - - - - - - - - - - - - - I N ACCESSORY GARAGE 24 2 2 2 2442 - - - - - - - - - - - - - - - - - - •- - - - - - 5'-0" 7'-0" 7'-0' 5'-0" 24'-0" 24'-0" F 0 U N D A T 1 0 N P L A N GARAGE P L A N 1 SCALE: 1/4" = 1'-0" DATE: 10/12/23 PROJECT No. 1 SIC LIE: 1/4" = 1'-0" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA . DRAWING BY. CMT CHK BY. SUBJECT TO DAMAGE FROM owc No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF LWJ 001 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 1 20 130 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE — 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 26.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CORNER AND PARTITION POSTS TOP PLATE FRAMING T0� ACCOMADATE ALLOWABLE pC�ONROS�RUCRURAL MEMBERS G� RAFTERS AND CEILING PIPING — R 6 02. 7.2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS SLOPES THAN W/NO TOP PLATES SECOND STORY TOP PLATE— FINISHED CEILING R , WWEE MM TOP PLATE SEE DRILLING AND �° GYPSM BOARD INSTALCE���INTABLE 3.1 ATTACHED TO RAFTERS ,^,�� ���..._ -'• � 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS ' BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING SAND SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% OF STUD DEPTH BOTTOM PLATE NOTCHING PROVISIONS S o WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE — d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE O i ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS T BLOCKED AGAINST C` BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT " GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT' deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL BE LOCATED IN THE SAME of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NibSTUDS MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STIUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn co N BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of 0 WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall L N - OR BLOCKINGJ° 16d NAIL AT 24" O.C. INSTAWITHLLED WFC I TABLEACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITION w co SILL PLATE � JOIST �o , af S E C TI 0 N 3.4.3.1 .1 FIGURE 3.3 B WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT \_SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS ° FOUNDATION MONOLITHIC �AB LON I GRADE FRAMING MEMBERS O.C. AT L DAD LOAD ROOF/CEILING DEAD FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING- NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALLROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6 O.C. N TYPICAL WALL, FLOOR 8c ROOF FRAMING JOISTS NON—BEARING WALLS: R602.6 (1 )& FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) O a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE inches TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches) SEE STUD TO RAFTER Z FASTENER SPAN) 4 FEET 6 FEET BLOCKING SECTION A—A C PILE TUD OR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FLEET < PANEL SPAN < PANEL SPAN PICAL TYPE — ENDWALL ONNECTORS Q < 6 FEET < 8 FEET 11Z SPACING A A R QUIRED U — — Auows E CH SIDE NO. 8 WOOD SCREW " " " HOLDDOWN 1 O-8d ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATIONNAILS J LENGHT DOUBLE A A HEADER STUDS ULL WA STUDS LENGTH 5d COOLER NAILS AT 10" O.C. Q STUD TINE ° ° CORNER STUD NOTE: - 2"x4" BLOCK NAILED TO EACH AT H ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS N0. 10 WOOD SCREW 16" 12" 9" (HDU) WN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) ° CON CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD Z ° ° NOTE: SIMILAR REQUI ED N UP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. z W LENGHT o CONNECTION AT EA H SIDE CR u R R BOTTOM OF CRIPPLES TOP AND 20 GAUGE STRAP ° FOUNDATION. W — 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS AT6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o W WITH 2" EMBEDMENT END WALL Q W LENGHT suB�ooR ( WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS Q I 8d NAIL AT 4 O.C. u a. ENDWALL STUDS THIS TABLE BASED ON 180 MPH WIND SPEEIDS AND A 33 FOOT MEAN ROOF HEIGHT. I w b. FASTENERS SHALL BE INSTALLED AT OPPOSIING ENDS OF THE WOOD STRUCTURAL PANEL. U FACE OF FOOTING CEILING BRACING GABLE END WALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1 FROM EDGE OF PANEL. BAND JOIST 0 12 MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN ,,, � C AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. I , O o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. / TOP PLATE U w d VIBRATION-RESISTANT ANCHOORS HNRY AVING NGSOANIRULTIMATE OWIITHDRAWALCAPAC CAPACITY OF NOT !`0 ° H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP cv DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT U H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT O WOOD STRUCTURAL PANELS SHALL HAVE .A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MAX. STRAPPED TO TOP EACH END OF 1-1/4 c� CORNER STUD 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN ° ° ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) o ° CONNECTED TO ROOF RAFTER ° ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS UJI FOUNDATION CLEARANCE FROMGABLE ENDWALL BALLOON FRAMING° o SCOPES � o 20 G A. — STUD(MIN.) PREFERRED METHOD 1 �" WIDE MIN. AT HARDWARE RAFTER Z Q w 4 8d NAIL AT 12" O.C. ON o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EIDGES 3 WINDOW AND DOOR OPENINGS: GYPSIUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W 16d NAIL AT RIDGE BEAM CD 4-1 FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL- CONNECTION ° TABLE R301 . 5 NOTESCM CM SIDE WALL " FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES EDGES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE r� WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S I m son Strong— Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION P 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) A 35— Chimney Fra m ii n g 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD I I LIVE LOAD 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. `� E 4-8d TO PLATE c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND N * NOTES: SIMPSON STRONG ITIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 3 SCALE. N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT F TALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND 'SID WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. 1 0 EDGES) ANY POINT ALONG THE TOP DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL. WALLS. PASSENGER VEHICLE GARAGES 50 * INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ®II PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L X co ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 (0NAILING SCHEDULES \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o do (TABLE 3.1, WCFM 2015 ::3 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 m ® HIGH WIND EDITIONI) 3 LOAD REQUIREMENT. o g. APPLIES TO ATTICS SPACES NOT MEETING THE REQUIREMENTS �- ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 (I 8d NAIL AT 6 O.C. OIN CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER`.S TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES ANID (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALIL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NO'T CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE`S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS _ MET: EXTERIOR C(0 R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. ( TABLE 3. 1 WFCM 2018 HIGH GH WIND EDI TI 0N ) (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the _ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC `•`=' �` 1, published b The American Forest and Paper Association. Non- Structural elements NAILING SCHEDULE_ ONNECTIONS I P IF P y P GENERAL NOTES: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ° • �� '""• MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING g ( ) municipal, local zoning and building codes and ordinances � �:�.'� i � t�• I COMMON NAILS 1 - FLOOR 1/2' ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction '� a A engineered lumber to be Douglas Fir 2 or better ' t LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non en 9 9 # practice. +� ",.� .«•_•.� � �! ; RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE O Wind Limitations-Section R301.2.1 LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT. LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bom Debris to all work performed on this project. , ,- CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any �. ... 3. FOR THREE SECOND GUST NAND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TiE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. �- TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety - Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1 PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. nSect on R314 consent of the Architect.and/or the building as designed without the expressed written o HEADER TO HEADER FACE-NAILED Smoke Alarms 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage(END--NAILED) statutory policies (Worker 3-16d PER 2X6 STUD Compensation, etc.) and general liability in an mount not in Insulation-Section R316 Z N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage 1 o \ N N Moisture Vapor Retarders-Section R318 coverage not less than $ 2.million. The Architect shall be in N \ \ FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. w \ N FLOOR FRAMING 9 Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous (0 0) Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) � Elevators and Platform lifts -Section R323 or Pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed 3-16d in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is 0 0 to be presented to the Owner at the completion of the job. ` V BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 0 BLOCKING TO FLOOR JOIST TOE-NAILED 5 8 Ancor Bolts SSTB-28 See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. LJJ 2-8d EACH END 8/poured concrete foundation wall, 8'-0" high, 3000 # testy g 13. Do not scale drawings. Use figure dimensions only. ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York UJ N16" Energy Conversation Construction Code. All glazed area to be double 8d 6" EDGE 6" FIELD 2-1 3 poured concrete wall footings, 3 1/ test glazed and all exterior door to have insulated cores. 0 STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC / 2-1 3 4"x11 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam W / / ( / / ) 15. The insulation protection as indicated on these plans exceeds Z GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. _ 7L Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTfL00KERS 8d 6" EDGE / 6" FIELD 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for " 4" CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used O GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4 EDGE / FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect." " r 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site elfQ V Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing WALL SHEATHING Pour no concrete on frozen ground or in freezing water. Q J _J 8d 6 EDGE STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " 12" FIELD Provide 3 1/2' steel lally columns./ Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TiE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U21 O 2X6 UJ `�0 Floor joists: see Foundation and Floor Plans, spacing as noted. 0 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACID sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10id x 1 1/2" Wail construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: r: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG " Alluminum gutters and leaders. Siding: see Elevations. " GREATER THAN 1" 10d 6 EDGE / 6 FIELD Tyvek housewrap. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie 0 At least one window in each sleeping room shall comply with the exit regirements MTS RAF 36, EACH ROOF RAFTERR TO STUDN USE: U210 2X6 i- N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST W 1 1/�" COIL STRAP - figure R 602.6(2) for non - bearing wails. H7 EACH ROOF RAFTER " SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 � DECK POST TO CONCRETE CONNECTION USE: 4-1Od X 1 1/2 0 Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) NAILS AT EACH STUD SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON H-8 USE W/ONLY 5 For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < MIN OVERLAP IS 12" 5- 8D TO STUD ONE SILL %" ANCHOR BOLT (14") percent slope), o up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE MTS12 ® EACH JOIST U21O 2X6 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment (EVERY STUD) STUD TO S SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. Apply A 19-inch 483 stri ATTACH T ( Of ( ) � PP g PP y ( ) P PORCH POST TO DECK USE: p. AT EACH DECK/PORCH JOIST ON DINGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) .� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4 5 " Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, HDU PORCH ROOF RAFTER TO GIRDER USE: a, (14) SDS Y" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/2" ♦, 7" MIN EMBEDMENT o e For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER U N (SEE FOUNDATION PLANS A-3.1 AND •° '• Ice Protection Section R905.1.2 e A-3.2 FOR LOCATION ( ) �• �• $-. °• • ,e ) Underla ent in High wind Section R905.1.1 CONNECTIONS- (MINIMUM DOUBLE STUD) Ym g ( ) ^` °. SIMSON STRONG - TIE Flashing (Section R905.2.8) O W s° ;A ;°,• ' as , ° , » , » Chimney and firespaces - Chapter 10 STU }2 BEARING PLATE a , e b s D . r , 1 1/� COIL •STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report J • > • 9 s. a, °• a ~� a �� Generals Mechanical System - Chapter 13 DFORBHEADERLE 2X MOR � '�"'� e •° s o, o USE 4-8D NAILS ® EACH STUD, D . D . D . 0 > Heaitng and cooling equipment - Chapter 14 BEAM -,• " ° ° a .° a °.°air ° c ° Exhaust Sustem - Chapter 15 > " D ,41 At :n. 0'e. Duct System - Chapter 16 .� z •',• D .i;�' DD A DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ o• °•A 11°•;s o Chimneys and Vents - Chapter 18 AC4 CC _a 71,7, a Xe Ma ° •D SSP Plumbing - Part VII AT EACH POST o 31 •' D '° a�A; ' / SEE PLAN 1 34" IMU - n- . .s,., a Flood Zone 301.2.4 .' co UJ EDGE DISTANCE •°° 9' s D HEADER M FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie V KING STUDS CS20 1'4" COILED Y" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2----,, OVERLAP AT EACH L, SIMPSON STRONG - TIEJ JACK; STUDS STUD SIMPSON STRONG-TIE .� 1 14 COIL STRAP - H2A 16" O.C. USE 4-8D SIDECOVER CNW NUT COUPLER NAILS AT EACH STUDAT EACH ROOF o . RAFTER USE 8-16D MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END, JACK o SILL �� : :: ` DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT �� t -` ' z' :'. . .•, . ' STUD TO ROOF RAFTER STHD8 ' .: -�" :. ••' MIN EDGE SHEET NO. '�°�°'`•• '' .v.,•.4.'' DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie S: WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB' B *NOTE: SEE MANUFACTURER S MIN. OVERLAP IS 12" I FRAMED OPENING EXTERIOR WALL C 0 N N E C TI 0 N AT EACH POST FOOTING INSNIMUM TAL ATIIONANCE CHART FOR SILL PLATE 'TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS �_ �> �'�"" :..'� .+' is. ... - `� l ` N � .. \ � ��, _ r �'-����� `, � � � _ _ .yam .. �a .I \ � � l "!\� _ _ T�_ � 4 �. �� ��Y� t- d\ �_ �.., / q _ - �.R ° .. - - � ��.�,, �, — - � �: _ _ -- ,. .0 _ ... _ _ �- �, . , �� .. _,.- `�„ - � r �_ .� -- r------- . � — --. -c:. ,.— .. � _ , •_ v; � .� � .. — .� ri.- a - . ----_ - _ -�- - � � l :�� � _ .