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HomeMy WebLinkAbout50859-Z �o��pF SOpryo`o Town of Southold * * P.O. Box 1179 53095 Main Rd COUNn Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46491 Date: 09/15/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3375 Depot Ln Cutchogue, NY 11935 Sec/Block/Lot: 102.-1-6.1 Conforms substantially to the Application for Building Permit heretofore, filed in this'office dated: 04/22/2024 Pursuant to which Building Permit No. 50859 and dated: 06/24/2024 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: Additions and alterations to an existing single-family dwelling as applied for. The certificate is issued to: Christopher Stocker, John Cocuzzo Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50859 06/30/2025 PLUMBERS CERTIFICATION: Joe Kollen 06/06/2025 th ize Si ature SUFfQ�i TOWN OF SOUTHOLD �ao�° goy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Aft oy . � �¢� SOUTHOLD, NY 0 0 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#: 50859 Date: 6/24/2024 Permission is hereby granted to: Stocker, Christopher 3375 Depot Ln Cutchogue, NY 11935 To: Construct additions and alterations to an existing single-family dwelling as applied for. At premises located at: 3375 Depot Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-1-6.1 Pursuant to application dated 4/22/2024 and approved by the Building Inspector. To expire on 12/24/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $793.50 CO-ALTERATION TO DWELLING $100.00 Total: $893.50 Building Inspector OF SOUTyo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Christopher Stocker Address: 3375 Depot Ln City: Cutchogue St: NY Zip: 11935 Building Permit#: 50859 Section: 102 Block: 1 Lot: 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric - License No: 46288ME SITE DETAILS Office Use Only Indoor rv-, Basement 1- Service F Solar Outdoor P7 1 st Floor P-1 Pool F Spa r Renovation 5-0 2nd Floor Hot Tub F Generator r Addition rRI Attic r Garage rl Battery Storage rr INVENTORY Service 1 ph F' Heat Duplec Recpt 31 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph 1- Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 2 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 29 CO Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 20 4'LED Exit Fixtures Other Equipment: (2)Minisplits (4)Blowerheads Notes: First Floor Addition, Two Bedrooms & Three Baths and New HVAC Inspector Signature: X Date: .tune 30, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 3375DepotLnReno ®� �� Telephone(631) 765-1802 54375 MTown Hall ain Road Annex $�o�ir�0 soVt�pld ��• y� P. 0. Box 1179 C Southold, NY 11971-0959 • ,f: rJ/ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: —6 - 6 — Building Permit No. Owner: (Please print) Plumber: r ©� r!:% 4 (" (Please print) I certify that the solder used in the water supply system contai s less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day ofjZr/ , 2 n CONNIE D.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Notary Public, County Commission Expires April 14,2C 1 OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. "couto, 631-765-1802 Ms INSPECTIONo �' FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ _] F DATION 2ND [. ] INSULATION/CAULKING [ FRAM STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL Qh"O,g REMARKS 0 - fl_p�v CAT� 6q�e 4_-z CAR- 1� C . f t _ DATE lY D INSPECTO ' oU✓ laF SOUlyolo 5 # # TOWN OF SOUTHOLD.BUILDING DEPT. °ycoum, 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ q-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: a 421 b 6 Cotl 1 nv-e, DATE $- 30 • a- INSPECTOR �o��OfSOUTyolo �O�J c( So 76 IJ4P© f # # TOWN OF SOUTHOL- D BUILDING DEPT. ' 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ 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: �� DATE ( ��J _ . INSPECTOR q SOUTyO� # # TOWN OF. SOUTHOLD. BUILDING DEPT. o �0 631-765-1802 PEC . 1 N . S INS C O [ ] 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 R ARKS- ~ V 4LA� V V�� 0 DATE INSPECTOR SOUjyo� -- # # TOWN. OF"SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ' _. ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [,KNSULATION/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: Vl SV I A'�� f 144 DATE /� a5a INSPECTOR pF SOUIyOIo # . TOWN OF-SOUTHOLD BUILDING DEPT. °`y�o��►��� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [YIR UGH PLBG. FOUNDATION 2ND [ ULATION/CAULKING [ ] FRAMING /STRAPPING [ . AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O -[ ] RENTAL REMARKS:nn " r svoi .- DATE lbod : INSPECTOR SOP so �? # TOWN OP SOUTHOLD BUILDING DEPT. V co 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ 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 rl PRE C/O [ ] RENTAL -REMARKS: ( An - + «n - /\e V) qvkz :1 I V4 uz-ra I DATE INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer June 19, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department (, Q 53095 Main Road E ), Southold NY 11971 S E P 12 2025 Re: 3375 Depot Lane Cutchogue,N.Y. 11935 Building DeParc"nent District-1000, Section-102 Block-1 Lot-6.1 Town of Southdd Building Permit Number—50859 Inspection—Footing, Foundation Wall and Damp Proofing On June 18,2024, I inspected the construction at the noted location. The inspection covered the footing, foundation and damproofing for the addition to the existing residential structure. The areas inspected included the excavation, footing, foundation wall and anchorage for the addition. The inspection was completed before backfilling. The inspection results are: Items inspected included footing depth and size, foundation wall size, finish and damp proofing coating All the footing, foundation and damproofing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. p OF Me Y - O.p Nicholas J. Mazzaferro,P.E. 0 z w 0 tr2��O No 4 pROFESSI�NP� HUNTER INSULATION S E P 12 2025 Building Department 9/3l25 Town Of Southold To whom it may concern, Please let this letter serve as a certification for 3375 Depot Lane, Cutchogue the 2 x 8 V 3ult8d ceiling was sprayed with 6.5" of Closed Cell Spray foam (R49) Any questions please don't hesitate to reach out @ 631 740 0195. Since ely, John U a Project M nager Hunter Insulation N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer June 19, 2024 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department (c;' Od[5 Fr53095 Main Road Southold NY 11971 J U N 2 0 2024 Re: 3375 Depot Lane Cutchogue,N.Y. 11935 District-1000 Section-102 Block-1 Lot-6.1 BUILDING DEFT. ' TOWN _PP SGUTiRO—I Building Permit Application for Alterations Inspection—Existing Septic System On June 18,2024,I inspected the existing septic system at the noted location. The inspection covered the location and size of the septic system components. The inspection results are: —The System includes a precast concrete septic box (1000 gallon) and two precast concrete leaching pools. Each pool has precast one ring (8'diameter x 6'-0" deep) and a concrete cover. System is performing as designed. - The System size conforms to the SCDOH requirements for a(3-4)bedroom house as of the date of installation and approval. The size of the System components is based upon SCDOH Standards. Result—Based upon inspection of this site and to the best of my knowledge, belief and professional judgment,the Septic System, when installed, complied with the SCDOH Requirements for a three (3) bedroom house. NEW O J•M Nicholas J.Mazzaferro, P.E. Cam, z G U 0570 A%FESSiOA�~ FIELD INSPECTION REPORT DATE COMMENTS t� FOUNDATION (IST) c • i ------------------------------------ SZ� FOUNDATION (2ND) tv' (� (~ ROUGH FRAMING& / m j PLUMBING ' o o I Ole - Gon ns�e. 61 ✓m tk nymmlrLt.,- Loll ..._ •��� hSv/�-lion �c Cav/� 0/4. 0 Cov nn r, INSULATION PER N.Y. STATE ENERGY CODE � S � AV- FINAL O 1 ADDITIONAL COMMENTS 8P 4-e0 rc 1 -7*75-5 o - -a4 -a5 - � 0 Z� b H r �o�gUfFO1��oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtomM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 0969 - � PERMIT NO. Building Inspector: t APR 2 2 024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an ,,,-g,. r •:•,-�7 . . r Owner's Authorization form(Page 2)shall be completed. �.,•, ; Date:04/17/2024 OWNER(S)OF PROPERTY: Name: Christopher Stocker SCTM#1000- Project Address:3375 Depot Lane, Cutchogue, NY, 11935 Phone#:516-902-2504 Email:cjpstocker@icioud.com Mailing Address:3375 Depot Lane, Cutchogue, NY, 11935 CONTACT PERSON:- Name:Joseph H Kollen Jr. Mailing Address: P.O. Box 758 Aquebogue, NY, 11935 Phone#:631-793-3415 Email:jkollen5@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Eileen Santora Mailing Address: 650 Vanston Rd, Cutchogue, NY, 11935 Phone#: 631-734-2794 Email:eileendrawblu@optonline.net CONTRACTOR INFORMATION: Name:Joseph H Kollen Jr. w Mailing Address: P.O. Box 758 Aquebogue, NY, 1.1935 Phone#: 631-793-3415 Email:jkollen5@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 300-G00G Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Residence Intended use of property: Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]Yes ®No IF YES, PROVIDE A COPY. ig 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 Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(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 int name):Joseph H Kollen Jr. IgAuthorized Agent ElOwner Signature of.Applicant: Date-:- STATE OF NEWYORK) SS: COUNTY OF Suffolk Joseph Kollen being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (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 2-0 z4- Notary Public JULIANNE CAROLINE FEDELE Notary Public-State of New York PROPERTY OWNER AUTHORIZATION NO.01FE0016050 Qualified in Suffolk County (Where the applicant is not the owner) MY Commission Expires Nov I I,2027 Christopher Stocker residing at 3375 Depot Lane, Cutchogue, NY, 11935 do hereby authorize Joseph H Kollen Jr. to apply on my b h1f to the Tow of uthoid Building Department for approval as described herein. A AA 13 �Dwner's SignatureN Date Christopher Stocker Print Owner's Name 2 D BUILDING DEPARTMENT-Electrical ector L� g�fFOC,Y�oGy� TOWN OF SOUTHOLD J AUG 2 7 2024 4 Town Hall Annex- 54375 Main Road - PO Box 1179 oy Southold, New York 11971-0959 BUILDINGDEPT. ,jj� apt. Telephone (631) 765-1802 - FAX (631)T7% 5&S®bfPB'B. 01D lamesh southoldtownny.gov— seand(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 7 2 Company Name: �' /e t✓ Electrician's Name: o ,;— ✓'uD License No.: &2'9F/✓)F Elec. email: 16 , ,q �, 6-4,y% Elec. Phone No:^ �p � request an email copy of Certifica a of Compliance Elec. Address.: P0 JOB SITE INFORMATION (All Information Required) 4b Name: S Low Address: c)=hw-w-- C Ge Cross Street: Phone No.: 7� ,4 o3 Bldg.Permit#: L5-6 5',yr"f email: Tax Map District: 1000 Section: Q, , Block: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: pQ® Circle All That Apply: Is job ready for inspection?: ❑ YES �NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES�JNO 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 1 72 H Frame Pole Work done on Service? MY N Additional Information: SG , o e PAYMENT DUE WITH APPLICATION 5`-'c Ce(2, Switches outlets 3 GFV's z ;7--- r—( oof2- 'l-4eR-7 Surface Sconces 2 HH's UC Lts Fridge HW POOL Fans Mini Fr. /D PanelPump Exhaust ®ven Sump Heater Trnsfmr Smokes,,? DW Generator Salt Gen. Carbon . Micro GrbDis Water Bond Lights Heat , Pucks ERV HOT TUR PA inst Hot DeHum Transfer Disc Combo Cooktop Minispiit �2— Blower ACA AH Hood Blower Service Amps Have Used Sufi Amps Have Used Comments ram° 2 SURVEY OF PROPERTY C Ll 1 C H 0 G lJ E TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-- 102-01 --6. 1 �. . SCALE 1 "=30' APPIL 3, 2000 �Gj(� o�"o�� `.yy {�, .d."-:�.• . , AP 21 ADD PROPOSED PORT NOVEMBER 0 15, 21UPDATE SURVEY aG�' y,off' ,�� i d• •, G� � a • •d. -t,, +`♦' ' \�� AREA = 56,710.00 sq. ft. ZQ \\ '• •ra : :, 1.302 ac. \ 4 ♦f• ..r ' A4A . _4. + e *� .. \\ Q u!+• IV��.5` ,��Ao�'pea" ''� •�, ,d S R•: �•' Go �° fi °yy � moo:: \ •� ,� \ ' •• r � ,..• .• �� �s• :4!Y' \ ".a �o�ap \ Y •• fib'• � �71�',-�. - �• : . a V UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY A VIOLA OF SE3-nON 7209 OFSTHE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED m• �y TO BE A VALID TRUE COPY. *,p�Q \`o y� CERTIFICATIONS INDICATED HEREON SHALL RUN qk .O 9 ��• 1� �y NLY TO THE PERSON FOR WHOM SPR PARED, AND ON HIS BEHALF TTO THE HE �� \ TITLE COMPANY, GOVERNMENTAL AGENCY AND 1;vim .�/ j t� LENDING INSTITUTION LISTED HEREON, AND TO TH sn- TUTIONE CERTIFICATIONS ARE NO TRANSIGNEES OF THE LENDING FERABLE. \ V� THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMES.�O ANY, NO SHOWN ARE FN T RECORD S GUARANTEED. �O A � 00. �+n 3 -a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDRD�L yO SHED BY 'WE LI.A.LS. AND PR FOR TITLE SUR D AND AS �ADO ABL IPTEDNathan Taft (Dorwin III FOR SUCH USE BY THE NEW YORK STATE LAND 410 TITLE ASSOCIATION. Land Z"60*3hurveyor Successor 70: StanleJoseph Y A. Ingegno J. Isaksen, Jr. LS L.S. Title Surveys — Subdivisions — Site Plans — Constructton Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS { N.Y.S. Lic. No. 50467 1586 Main Road P,0, Box 16 Jamesport, New York 11947 Jamesport, New York 11947 Oct APPROVED AS NOTED DATE:V 24 Aq B-R# 5()165 N PLAN CONTENTS: FJ8 3.5D BY: GENERA �l 0 T E S WIND FRAMING NOTES OCCUPANCY CLASSIFIEATION R3 RESIDENTIAL NOTIFY BUILDING DEPARTMENT AT 1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING 631-765-1802 8AM TO 4PM FOR THE Z 1-114'x20gaue strap shall be attached to each pair of rafters inaaordanceto two 3.4. BUILDING HEIGHT FOLLOWING INSPECTIONS: When a collar tie Is used In leu of a ridge strap,the number of 1od common nails requlrhed TOTAL S0, FT. OF CON;TRUCTI ON d I In each end of the collar Be need not exceed the tabulated number of 8d nails In the strap. FOUNDATION-TWO REQUIRED U CONSTRUCTION NOTES: DESIGN CRITERIA PRESCRIPTIVE AS PER 2023 UNIFORM CODES SUPPLIMENT AND 1M � 1).The Information Within this set of construction documents Is related to basic design 2}RAFTER-TO-WALL ASSEMBLY: 2020 ICC WOOD FRAME CONSTRU TION MANUAL FOR POURED CONCRETE -._ 4- 10 linterd and flaming details.They are Intended as a construction aid,not a substitute Lateral traming and shear wag connections for rafter,ceiling or truss to top plate diet be in ROUGH-FRAMING&PLUMBING__ +- oD for generallysocepted good building practice and compilance with cunent New York accordance to table 3.3.When a rafter or truss do not%ItInllne with duds below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES W 4- O% I 1Slate building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the well top plate and the wall fop plate shall be attached to EXT. BALCONIES 40 INSULATION u construclion details and procedures to ensure a pro�sionally,finished,sthucfturafly the to the wall stud with uplift comedfons.Roots overhanging the rake side of the building DECKS 40 FINAL-CONSTRUCTION MUST CIS sound and a weatherproof completed product shah be connected with uplift conrnectlons h aocordanoe with table 3.3c ATTICS w/o STORAGE AGE 10 •� a OJ � ATTICS w STORAGE 20 BE COMPLETE FOR C.O. = N !2).The General Contractor Isresponsble for ensuring that all work and constructim 3}WALL-TO-WALLASSEMBLY: DESIGN LOAD CALCULATIONS / UJ a 1 Imeats current federal,state,panty and local codes,ordinances and regulators,etc, Wall studs above and studs below a floor level shall be aMached with upiftconnections in ROOF (GROUND SNOW LOAD) 25 ALL CONSTRUCTION SHALL MEET THE C p tY) IThesecodesarebbeconsideredaspartofthespecificationsforthisbullctngand accordance with table 3.3b.When wall studs above do not fatl6nIne with studs below,tie (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 REQUIREMENTS OF THE CODES OF NEW .0 [Y so (should be adhered b even t In variance with the plan. studs shall be attached to a common member In the floor assembly with uplift connectors in ROOMS (SLEEPING) 30 YORK STATE. NOT RESPONSIBLE FOR a d j accordance with table 3.3. 13).Dane-Wonsshall take precedentover sceled drawings. STAIRS 4D DESIGN OR CONSTRUCTION ERRORS !(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TOFOUNDATION: GUARDRAILS ANY DIRECTION First wall studs shall be connected to the foundation.sill plate,or bottom plate with uplift C n i4.The engineer has not been engaged for crostrhwdw supeMsion and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches in concrete EXPOSURE CATAGOR Y s r responsibllltyforconstruction coordinating withthese plans,nor responolblgtytior foundation and slab-aKrade,15 Inches In masonry block fowndefons.or topped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION f'LUTa.BER CERTIFICATIOP. construction means,metwds,tedhnlques,sequences,orprocedums,or for ea" the plate and nalled In accordance with table 3.3b.When deal straps are lapped under the ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE ON LEAD CONTENT BEFORE lit precautlons and programs In connection with the work.There are no warrar4as for a bottom Mate,3 inch square washes shalt be used with the anchor bolts.Anchor bolt NAIL I N SCHEDULE SEE GENERAL NOTE TE PAGE CETiTIFIC�aTE O�'' O CC U PAPd CY specific use expressed or Implied in the use of these plarhs. spacing is to be spaced and shed in accordance to table 329.In addttfon to spacing, anchor bolts are to be spaced between 6.12 Inches from the end ofa all plate and all EGRESS SEE FLOOR PLANS AND V41NDOW SCHEDULE 5).Refer to the Window arW Dow schedule for wderioropenings. cogs. FIRE PROTECTICN 57M. SEE FLOOR PLANS SOLDER USED IN WATER�6).TheGeneraiContractorisbensurethattrhasonryorpretsbradeditreptaossmeets 5).TYPEi EXTERIOR SHEARWAt1t�1NECTIONS: (SMOKE & 02 DET CTORS & SUPPLY SYSTEI`�' CANNOT or exceeds manufacture's specifications and applicable codes. Type I exterior shearwallswthamMnaumof7l16Inchwioodsbuckus!panelontheexterlor TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION EXCEED 2110 OF 1% LEA®. attached with 8d common nails at 6'o.c.at the panel edges and 12'o.c.In the held,and L. 7).'The General Contractor isbconsuft with the owner for all buitt4nItems 112"gypsumwalboarhdontheIhterbrattachedwith5dcoolernailsat7-o.c.atpanel ENERGY ALCULATI NS RESCHECK 4.6.3 such as bookcases,shelvino,pantry,closets,trims,etcedges and IT .Q in the told shag be in accordance with the length requirements specified � '1!G �. W �8j.Viand bad requirements shag be taken Into account doing construciforh. In table b, PLUt P2- 1 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedldla�hlUood Framed Construction Manual 2020,Pages 149 and 193) ALL PW1"_;NG"Vti C1ASTE . I _ FOUNDATION NOTES: Type11exteriorshearwallsshallnvWtterequirementsoftable3.15a-bilmestheappropriate &WATER t.LrESNEED y length adjustment factors In table3.16. r ES FORE The General Contractor and Mason to review plans,elevations,details and notes to Number of Nuimber of TESTING E SFQRE COVERING4) determine intended heights of finished floor(s)above typical grade. 4 INTERIOR SHEARWALL CONNECTIONS: Joint Des:A tim Common Nails Box Nails , Nail Spacing Q � + Allowable sidewall iahgths provided in table 3.14 shall be permitted to be haeased wthen 'C$'otl..r E" -.r,t^1 .�.G f',.D.I... 2).All footings b rest on urdtshurbed(Virgin)dog.Assumed bearing 3000ps1 anterior shearwaffs are used.Sheathing and connections shag be In accordance with ROOF NAILING ".� v .f. ,., ,. . ,-„!:D ..�. 3).Provide 1Z expansion Joint material between concrete slabs and abuldng 2.4.42 and 2.2.4 respectively. Rafter to Top Plate(Toe flailed) 3-8d 3.8d per rafter o concrete or masonry welts occ ring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(foe-nailed) 3.8d 3.8d per joist ..0 Header and/or girder connections shd be attached with uplift connections in accordance Ceiling Joist to Parallel Fafbr(Face-nailed) 5-16d 5-16d each lap ELECTf,tCAL 4).Any new concrete walls being attached to existing concrete structure shall with table&&Window sill plates shag be have steel connectors in accordance with table Ceiling J = V be Instaged with#4 re-bar,18•long at 12"o.a Use approved epoxy for Installation. 3.5 nit Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap I"1SPE.CTION REQ'JlrED .- Collar Tie to Rafter oerrai2-10d 2-10d perfle 5).Unless otherwise noted,al slabs on grade to be 25M p.al.Concrete to be 0).CATHEDRAL CEILING ASSEMBLY: Blockingto Rafter(Toe ref' d) 2-8d 2-10d each end !poured on 4 Inch thick sand or Where a ridge b to be used as a structural beam,the rafters shag either be notched and T,C..}� eol= Ito be minimum 3-1R inch thick.�oi�with�vine mesh relnfordrhg.Interior slabs Rim Board m Rafter not Nail 2-16d 3.16d each end � y anchorad on top of the beam or slope connectors shag be attached to each rafter-to-ridge 16).Craw!spaces b be provided with a minimum 18,44"seem opening.install one along the open calling part of the building.Connections b the ridge and wall shall be be WALL FRAMING end d xf`:tL"oel: 0 18z16 cast Iron foundation vent for 150 eq.tit.otanew. attached with the above requirements. -- 'IrC"t�II required. DECK AND COVERED PORCH NOTES: Top Plate to Top Plate(yaps-palled) 2-16d(1) 2-16d(1) per toot 17).Dampproof exterior offormdatim with bituminous coating as per sedlon R4W of Top Plates at intersections(Face-nailed) 4-16d 5-16d joists-each side 0% N.Y.S.Residents!Construction Code.A 6-mll polyethylene flim shall be applied over 1).Unless otherwise rioted,an framing materieh b be fM ACO t>rosaure bvared lumber. Stud tD Stud(Face-flaiiaeN, 2-16d 2-16d 24"o.r. the below graftportion of exteriorwalls prior b g back il� . All fasteners,hangers end anchors to be golvadzed or stainless steel. N Header to Header(Face-n:4ed) 16d 16d 1 ti o.c.along wJges 48).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Gigs for deck joists to be belted 10 each post with washers and nuts. ,t ManualsL• I Girders on concrete pers shall be anchored with proper steel connectors anchored T or Bottom Plate to Stud End Nail �u�': 3*® t�C ® 1 FRAMING NOTES into concrete with a minimum 1rr dia x r long anchor bolt with washers and nuts. Top ( �) 3-16d 2-40d per stud O f EiTt "^ C� 4- 44. j 1).All framing techniques and methods as presaiplive design of 2020 3}Posts supporting girders shag be anchored to a 12'x12"x12-thick concrete footing. !+ r Edition Wood Framing Corhstructlon Manual Use a minimum 11r dla x T long anchor bolt with washers and ruts.Footings Sthall CC C M (2).Unless otherwise noted,all framing and stnuckxal wood material b be ill+BTR. be 3 R below grade.Concrete piers to be used wNh all porchasklecks with roofs or pergulas. Bottom Plate to Floor Joist Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d(1,2) per foot IDouglas Fir. 4).Deck Joists to have blocking at 90 o.c.. FLOOR FRAMING 13).Floors wags,callings and rafters to be spaced at 16 Inches o.a unless noted 5).A minimum of 10 Inch Ilasthing shall be installed between the building and lodger. °thy Ledger to be fastened to building wf11h IX dia.bolls with washers and rub Joist ID Sill,Top Plate orGirder(Toe-malted) 4-8d 4-10d per joist AGAIN STORM WATER RUNOFF � � i4).Unless otherwise noted,all bearing wall headers to be(2)2x10 t2+BTR.Doug.Fir. where Bridging to Joist(Toe-n led) 2-8d 2-10d each end ..... 'Bearing wag headers to have(2) studs and(2)full length studs on each side of all 6) Carnets piers steal Ehe a minimum 6"above grade. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end PURSUANT TO CHAPTER 236 "•' 'openings.LVL headers to haws(3)jack studs and(2)full length studs on each side of Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block OF THE TOWN CODE W openings.Bearing wag window sins shall also have(2)window sill plates for2x4 wall 4 At Joists to be supported wth hangers and anchors.Each Joist shall also be anchored (openings between 4'1 and 6'0 and 2x6 wall openings betwweeri 611 and 8"9.Provide fee b g�(s) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist land g where apprhcat>ie. Joist on Ledger tD Beam(Toe-rialko 3-8d 3-10d per joist 15).A I flush beamsfieaders to be Installed with heavy duty gaMnized hangers and 8).Cowered Roofs shall be assembled and a ndxxW ire same manner as a typical buildahg. Band Joist to Joist(End-naiied) 3-16d 4-16d per joist 'anchors whom applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plats(Toe-nailed) 2-16d(1) 3.16d (1) per foot COMPLY WITH ALL CODES OF' 6).Double up toorjoists under wells that run parallel to the root joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Reskfedal ROOF SHEATHING NEW YOR K STATE&TOWN CODES 'moors to have ceramic fie Installed shall be verified for proper load capacity unless noted Construction Code. AS REQUIRED AND CONDITIONS OF I on plans. Structural Panels(See Was 4,5 and 6) ' 2).Verify septic system with the Engineer for SuR elk County Health Deparbnent approval. Interior Zone 8d 10d 6"edge/17 field SOU(HOLD TO1 1 MA 17),Provide blockingibrldging In floor joists at 8'0 o.c..Use sogd blocking in floor joists Perimeter E Zone 8d 10d 5'eel !6"field r �, under all bearing walls. 3).If wall studs,plates or joists are cut out during Installation for any fig related� SOUTHOLD TOv,'N PLANfu11:G BOARD provide adequate bracing and plates to protect and secure the structure.Verify With the Gable End Rake with uplo V Rake Overhang 10d 5'edge/6"field f 8).Provide Insulation baffles at eave vents between rafters.Install draft blvdahg as state code and manufacture`s moommendaton for maximum hole sine and spacing permitted. _ SOUTHOLD TOVr'N TRUSTEES 'needed' HVAC SYSTEM NOTES CEILING SHEATHING N.Y.S.DEC 9).Unless othervvise noted,all roofs and walls b have a minimum1/2'thtdc,4-ply Fir 1�Mechanical subcontractor Is responsible for adhearing to at applicable codes and safety Gypsum Wallboard 5d Coders 5d Coders 7"edge/10"field SOUTHOLD HPC CDX wderlor sheathing grade plywood.Plywood to cover over plates and headers. requimmerhts. WALL SHEATHING SCHD 10).Unless otherwise noted use 314"thick T&G PTS Fir orAdvantech plywood subfoor 2).HVAC subcontractor is to fully coordinate an system data and requirements wish the Structural Panels(See Notes 1,2,and 3) Bd 10d 6"eel /12'field adhered with PL400 adhesive and screwed to floor joists.Fintshed floor to be installed 9e equipment supplier. over dubfloor as par manufacture's Instructions. 11}.At bathroom walls b have Irt thick rnolsWre-reslsmrht sheetrodc Garage walls and 3j.HVAC subcoMractor b provide final system layout drawing and submit it b the General 5d coolers 5d Coolers 7"edge/10'field ceilings and over Aimooe to have 5V thick type-x sheetrodc.All other parts of building Contractor and owner for final review and approval. Gypsum Wallboard Ito have regular 10 atieetrock All wafts to be taped and finished ELECTRICAL NOTES: FLOOR SHEATHING {12).Ali roof with a pitch less than 4.12 that be instatedwth an Ice&Water barrier or 4 At electrical to be Installed as per N.Y.S.Residential CAnshellon Code. Structural Panels approved equal.Flat roofs shall be applied with a Fiberglas base sheetwith an EPDM torch down type material over. 2}AN electrical work shag be approved by a qualified Underwriter. 1"or less Bel 10d 6'edge/12'field 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section"T (1)Natting requirements one based on wall sheathing nailed ti on-center at the panel edge. Alternate nailing schedules shall Ibe Installed with a foam sill gasket and cop-r-tex termlte shield or approved equal. of N.Y.S.Residential Construction Code. be used where wall sheathing nailing is reduced. For example,9 wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear cpcities,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain khadpath. OF Nt fir'y (2)For wall sheathing wittin 4 feet of it>e corners,the four foot edge zone attachment requiri rents shad be used. �Q S. C p �f' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA � �,� , '�- _ spacing g nit �^ 0y (3 Tabulated 12 inch o.c.nail assumes wall sheathing attached to stud frami members with 0.42<G<0.49. o Ground Snow Wind Seismic Wea Frost Line Termite Decay Winter ce Barrier Flood Hazards (4) For roof sheathing wthin 4 feet of the perimeter edge of the roof,inducing 4 feet on each side of the roof peak the 4 foot &' Load Speed Depth Design Jnderiayment perimeter zone attaci nest requirements shall be used. Of Temp. 1equired (5)Tabulated 12 inch o.c,nail spacing assumes roof sheathing attached to rafter!truss framing members with G>0.49.For 25 psf 140 mph B Severe 36 In. Moderate Slight to 15°F Yes framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. to Heavy Moderate (6)For wind speeds greeter than 130 mph,blocking Is required which transfers shear load to two additional rafters(3 rafters in 34 tow). "F-E SIO�P�, (7)For exterior panel sidng,galvanized box nails shall be permitted lobe substituted for common nails. i N !n ON Z V � n.. u CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST ANT CONSTRUCTION CONNECTORS � � NO co � o CONNECTION LOCAAON: PART NUMBER: NOTES: _ j ao RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS • O` Lu RAFTER—TO—WALL RT20 APPLY TO EACH RAFTER c o M APPLY TO EACH RAFTER NOTCHED RAFTER RAFTER—TO--PLATE RT15 0 d USE WITH SPTH4 CONNECTOR v -0 RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD a RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WAL KLFTA OR MSTA36 APPLY TO EACH WALL STUD � HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD Lo CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-5`LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE L IMQL RIDGE TO RAFTER S7fiAP_PING I St l . l TSQ RAFTER STRAPP�_ USE WITH 3" SQUARE WA HERS USA THE FOLLOWING OR APPROVED USP METAL CONNECTM FOR PROPER WN"ID RESISTANT FOLLOW MANUFACTURE'S RECOMENDI`D NWALLATION MISTRUCTmW TO ACHIEVE MAXI4.I N UPLIFT LOAD CAPACITY. •� z d A3 Ol RAFTER PROVIDE 1/2'SPACING 0 BETWEEN THE END STUD ANCHOR BOLT CONNECTION C AND THE 2 OTHER STUDS 0) 4- RAFTER FOR ALLOWING CONNECT CORNER STUD ANCWRBOLT w"0" &OVOMM�~TM WOUL NXT -0 3 HOLD DOWN INSTALLATION VAMN TO TRANSFER SHEAR N01J10�'n0N stromr rr_oc � V TOP PLATE • , FASTEN WITH(2) 16�d SLL PLAN TO ra�TM Z 3r oc • TOP PLATE _� COMMON, NAILS @ 6w O.C. WALL STUD w�u.eonnrw TE m Fax�oAnoN 1-2 6r oc • Q` WALL STUD SIDEWALL ENDWALL USE Wmi 3%3 SQUARE WASHERS d (USP WPM OR O ! TYPICAL RAFTER TO WALL MGM ALTERN6=RAFTER TO WALL STUD CONNECTION 4— C7 � 2ND. FLOOR WALL STUD . KING STUDS � M N NO 2N0.FLOOR PLATE SUBFLOOR CRIPPLE STUD W WOOD JOIST RIM BOARD :. i1DER BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATES JACK GIRDERIHEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD JOIST FRAWNG OVER WOODM$ J=FRAMING FLUSH WITH GIRDERIHEADER TYPICAL MULTL-STORY CONNECTIONS 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE ti SUBFLOOR SILL GASKET WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE SILL PLATE ' , DBL.SILL PLATES DOUBLE JOIST DOUBLE JOIST - (TO OVERLAP JOINTS) FOUNDATION WALL ' 'I ._ FOUNDATION WALL '°� y0 • ' o �r O DOUBLE JOIST FOR HTt�B DOUBLE_4IST FOR NON-BEARING WALLS FLOOR TO FOUNUMN SILL FIATO TO F. UNDAIM ING SECTIONS i N to WIND RESISTANT CONSTRUCTION CONNECTORS Z DECK PORCH CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBE NOTES V l 4x4 POST TO FOOTING A C R 44 OR �JE44 PA 14 s: ' MIN %'" i,h, R LT �- u 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66 USE v: MIN. 1 `2" DIA, x 7" A.NCHbR B LT C / 4x4 POST TO GIP.DER HEADER PBS44 PB 44 / KC44 SE ONE TYPE FOR EACH POST 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 SE ONE TYPE FOR EACH POST ,W d � i \ POST/COLUMN TO GIRDER/HEADER LSTA12 .OR LSTA24 SE (2) FOR EACH POSTLCOLUMN . _ Oa R AFTER --tJ \ STAIR-STRINGER--CQr NE-C-T19N- ._- 2.�'--9 TMUR_--U2AI----_-_ €--ON--E-ACHS-T- -- RIN.CE-R Cri . o% RAFTI P, - O ST-TD HEMR-TX OWN_ .-----RT1 --r._._... _ _ F R-E-AC __RAFTEI __ _ __. __ W �U .�+ AFTER TO' LEDGER BOARD TM126 OR MPAi USE ON EACH RAFTER. MPA1 USE ONLY TtvIU26 CAN NOT BE USED RAFTE _. �� � LEDGER ` VI T �\ USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCT ON. O N �` j FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUH UPLIFT LOAD CA.F�.CITY. V .� RIDGE - HEADER cm ._ Table 3.1 Nailing Schedule cod Framed Construction Manual 2020, P s 149 and 193) RAFTER \`� '� Number of Number of l0 to Joint Description I +Cormnon Nails Box Nails Nail Sped � ROOF NAILING Ratter-W Top.PJals-aoewiled)------------------------- TYPICAL RIDGE TO RAFTER STRAPS NG RAFTEP, TO �NALL COfJNFCTION AI TERNP,-INE RAFTER TO HEADER CONNECTION C64 Joist to Top Plate(Toe analied) 3-8d 3-8d perjoist Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Cefing Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap L Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie STAIR T R E A Btoddng to Bolter(Toe nailed) 2-8d 2-1od each end � GIRDER/HEADE+ ., }- 4 ���\\ Rim Board to Rafter F�td Nailed 2-16d s-16d each end •01 WALL FRAMING ; y P 0 S T RIM BOAR Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Top Plates at Intersections(Face-nailed) 4.16d 5-16d joists-each side C (� o ° Stud b Skfd(Face-nailed) 2-16d 2.16d 2r o.c. PO �T/�OLUM ° STRINGER �--oQ� Header to Header(Face-nailed) 16d 1,6d 16'o.c.along edges RIM DECK JOI ° ` / o Top or Bottom Plate to Stud(End Nailed) 3-16d 2.40d per stud • O STRINGER 0 DED /PORCH CONNECTION GIRDER/HEADER TO POST/COI UMN CONNEC?ION l i — Bottom Plate to Fkla Joist,Band Joist,End joist or Blodcitg(Face-Nailed) 2-16d(1,2) 2-16d(1,2) per foot � V POST TO DECK/PORCH CONNECTION FLOORFRaMING y Joist to Still,Top Plate or Girder(Toe-naled) _.._-_.. _._ ----- _------ -------- 4-8d_.._.___.._.. -4-10d --- per joist_---- -_ _-. • Bridging to Jost(Toe-nailed) 2-8d 2-10d each end Biocidng to Joist(Toe-nailed) 2-8d '2-10d each end x / \ Bloddng to Sib or Top Plate(Toe naled) 3-16d 4-16d each blo* • Ledger Ship to Beam(Face•nallflM 3-16d -4.16d each Joist R D E R H E A D E 0 Joist on ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Q / i `t,i / Band Jest to Joist(End-nailed) 3-16d 4-16d per joist L. �\ / Band Joist to Sill or Top Plate(Toe-naled) 2-16d(1) 3-16d (1) per foot 0 G i R D E R/ HEADE . ° ROOF SHEATHING 4— POST/COLON o JOIST- Structural Panels(See Nolas 4,5 and 6).._-_......................__ Iniedor Zone 8d 10d 1?field f POST/COLUMN Perimeter Edge zone 8d ; i0d 6'edge edge 16'field 1 I Gable End Rake with up to 1'Rake Overhang r'1 GIRDER/f i E A D ER--- CEILING SHEATHING M Gypsum Wallboard 5d coolers 5d coolers r edge I I V field *401 WALL SHEATHING , Structural Panels(See Notes 1,2,and 3)._....._-_.._....----.....-_._ _ _. ..._._ . 8d _ _.-. . ........... .......... 10d------_._.._ . 6'edge/1 Y held ...... ..... W I GRDER/HEADED TO POST/COLUMN CONNECT ON GIRDER/HEADER TO POST/COLUMN CONNECTION JOST TO GIRDER/HEADER CONNECTIO Wallboard 5d 5d coolers T edge/10'iield I ------- _.___.------------------_-__.__ __ ,. FLOORSHEATHING ! Structural Panels V 1"or less 8d 10d 6'edge 112"field •� V r � t 1 Nailing requirements are based on wall sheeting naled ti on-center at the panel edge. Altemate nailing schedules shall � � • �\ be used where well sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on•center at the panel edge l � ' , j vim,,�•:. ., I to obtain hi shear used b maintain k pan GIRDERcapacities,nailing requirements for structural members shall be doubled,or attemate camecfors shall • \/>'�� (2)For wall sheathing within 4 feet of the comers,the bur foot edge zone attachment requirements shall be used. POST (3)Tabulated 12 inch o.c.nal spacing assumes wall sheathing att ached to stud ironing members with 0.42<G<OA9. � N U G (4) For roof sheathing within 4 feet of the perimeter edge of the roof,itciud'ng 4 feet on each side of the roof peak,the 4 ioct S" WOOD J 015 -�� perimeter zone attachment requirements shall be used. �0,,, 1 i y' Zs (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached b rafter/truss framing members with G>0.49.For M E ,�_ �; „ GIRDER/HEAD , \. framing members with<0A2<G<W,the nail spacing snail be reduced to 6 Inches o.c. CONCRETE P I E — _ r 1 ? x 12 x 12 CONCRETE FOOT (6)For wind speeds paW than 130 mph,bioddng is required which transfers shear loaf to two additional rafters(3 raflers In WOOD JOIS total). For exterior panel siding,galvanized box nails shall be permitted to be substituted for mmon nails. !1 > co C ' 11 POST TO FOOTING CONNECTON DECK AND COVERED PORCH NOTES: r 1l Unkma odherwiea naiad,eg har*g materiel to be art AM pressure heater!i mber. uOIS FRAM'NG FLUSH �NI iH GIRDER HEADER Milt hero'$,u aande�sbbegan,r� mdorsWWmsW. W G;R D E R TO CONCRETE PnE R C O N N E CT ON — 21 larders tordecr Joists to be bated or andnored b each pastor pier%1h washers and ruts Girders on concrela piers shall be anchored wgh proper steel connectors anchored CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Into aoncnhte with a minimum lrz'diaxr long anchor bon with washers and mta. Ground In Saisrictir.WeatheringTermite — inter k)od Hazards 31 Poete supaorling girders shag be anchored to a 1 rxf 2'x12'Ihicr oonaeta fooling. Load Speed Depth Design ndedayment be 31 bit graft.dlexr o wwith roofs�g�iur a 1r do��Footings lowShall g 25 1 Tern . Required a�+s betawgraae 4}Deck folds b have talocking at 8'0 o.c.. �,OF psf _.._._. ___ 40 mph __13 .._ ...- Severe-.... ..36 In.----- Moderate-_. Slight to_.__-_ _15°F-_ Yes _..'__-- -----.._....._..________.._ W Heavy 5J.A nhlllnurn of 10 Inch flashing drag be insmged betow the bulking and ledger. c�P eZ J. C 04" 0 ,... Moderate Ledgerb befastdwd b bulling ugh 11r dia.bolts wkh washers and nuts �,�J 61 Concrete piers shag be a minimum fr above grade. Of b oderIsis to be supported vAth ha ngers anc hors.chrs o .Each Joint shag also be anchored �� o 8}Covered Roots shall be assembled and anchored the same..a.im as atypical bulking. 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