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HomeMy WebLinkAbout48228-Z ��O�ogOEFOI pGy Town of Southold 4/21/2023 a -' P.O.Box 1179 o m 53095 Main Rd y�o! �aoNf'r Southold,New York 11971 jiy CERTIFICATE OF OCCUPANCY No: 44034 Date: 4/21/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 6015 Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2022 pursuant to which Building Permit No. 48228 dated 8/29/2022 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 per ZBA#7641, dated 6/16/2022. The certificate is issued to Mastropolo,Janet of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48228 1/11/2023 PLUMBERS CERTIFICATION DATED uth r' ed ignature sufF011rTOWN OF SOUTHOLD ev, BUILDING DEPARTMENT C TOWN CLERK'S OFFICE oy • o� }� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48228 Date: 8/29/2022 Permission is hereby granted to: Mastropolo, Janet 6015 Peconic Bay Blvd Laurel, NY 11948 To: construct accessory garage as applied for per ZBA approval. At premises located at: 6015 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 128.4-1 Pursuant to application dated 7/15/2022 and approved by the Building Inspector. To expire on 2/28/2024. Fees: ACCESSORY $253.60 CO-ACCESSORY BUILDING $50.00 Total: $303.60 Building spector oF so�jyol 0 Town Hall Annex Telephone(631)76.5-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(Qtown.southold.ny.us Southold,NY 11971-0959 Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Janet Mastropolo Address: 6015 Great Peconic Bay Blvd city:Laurel st: NY zip: 11948 Building Permit#: 48228 Section: 128 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: East Manor Electric License No: 3691 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 90A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: 90A Panel 24 Circuit/ 5 Used Notes: Garage Inspector Signature: Date: January 11, 2023 S.Devlin-Cert Electrical Compliance Form a. UF S0l/Tyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ J�FO NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f160-h!15 L. 4U _or\ QS lAM54 DATE /® INSPECTOR OF SO(/l�Olo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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 l '� INSPECTOR If OP SOUty°� l �/ !i I V f S7� - � o # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C�/.N2 A►—G �� DATE INSPECTOR f r �O�aOF SOUly�� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycouHr+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/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: lJYVAIW `--' - ,Z DATE l [7,0 INSPECTO FIELD INSPECTION REPORT DATE COMMENT�S1 IV FOUNDATION (1ST) /hS t-l0 es4ng2, hok) lown-s yes ,OZ� �lR�rl.5. $� ha-U-4 l0 Loc an ,5oeve AcA-r FOUNDATION (2ND) Lu IL 1 l e.A- IVIG o rrr V• cn �Hf ROUGH FRAMING& a 09 PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE s c0000f Ct,✓ c,�l-e �, FINAL ADDITIONAL COMMENTS - loin o _Z L—Ad m t 1 ro r, O z x d b H I r,p�_zta� TOWN OF SOUTHOLD—BUILDING DEPARTMENT l" yaFT. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971 `105.9, Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtc •^/ For Office Use Only Date Received �- PEI211111T NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications Il(�" F1 will not be accepted. Where the Applicant is not the owner,an Owner'sRD JUL 4 � 2022 Authorization form(Page 2)shall be completed. BUI69 N0 DEPT. APPLICATION!-FOB , BUIWIN PFRM_IT' Date: 11/15 j 2l TOWN OF SOUTHOLD OWNER(S) OF PROPERTY: Name: ,-, A q e-1— 17�k s7r&ao/ C, Tax Map#: SCT/M#1000- Physical Address: L,G/s -1f .� Phone#: ;7,Y(13 Email: f���-.�°� � ��j�Y��l li n P. �� �-- Mailing Address: t�oI S- f'c=opi f 6Ca �1i/c� �C�/�e� O CONTACT'PERSON: /1 Name: Mailing Address: -PQ.I-:sC)C $'�� J pwt Phone#: Email J7 q'� - . ._'f`(1Ca1rrCCy, 171 �+i(LU1k_--PAL1.,, DESIGN PROFESSIONAL,INFORMATION: Name: ytUl(,� OYVl�LS Mailing Address: 'Po 5N 8-,-1 JW620rr- N� Phone#: 410 ..102_36 IG Email: Cd,thOn ON-0 f, M . CONTRACTOR INFORMATION: Name: `-{Gll i�CK _bu-� ICA Cf S Mailing Address: Pp,.V-* 5}, smkm) 3""4 0y91 W1 - r Phone#: :(o3I 2 EmailIY1�b hU+l10t 1� IAi d2r�, COM 1-IL b l DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑filo Will excess fill be removed from premises? ❑Yes ❑No PROPERTY INFORMATION _ Existing use of property: sln I e f(ltll I�eSj'��� Intended use of property: �� tl' t►. Pe$1 Aen C� Date of Purchase: Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenantst nd restrictions with respect to this property? ❑Yes LJ No IF YES, PROVIDE A COPY. 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,Newyork 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 29.0.45 of the New York State Penal Law. Application Submitted By(print name): Minn Carrr jC�- ❑ Authorized Agent Owner Signature of Applicant: Date: 1 1115121 STATE OF NEW YORK) SS: COUNTY OF Lk SS: ) �1 �69�9rY1��1� being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing contract) above named, (S)he is the Vie,{( (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 l_ f A dayof ()��Vy1,f1c( 20 Notary PublicLlsa Rheaume Notary Public,State of New York No.OIRH6386151 Certified in Suffolk County PROPERTY OWNER AUTHORIZATION Commission Expires:01/22/2023 (Where the applicant is not the owner) ✓�e / �Z._S�r'd /7 0�� residing at j�/ J—a,1jr-P { I OV /I/78 do hereby authorize McU()LY1 1.a-1rI'1Liy-- to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Sign a Date Print Owner's Name 4BoxD BUILDING DEPARTMENT- Electrical Insppef.4-Zab TOWN OF SOUTHOLD:f - Town Hall Annex - 54375 Main Road - PO ; Southold, New York 11971-0959 til�s�r Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny qov seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: j Il/Z 1.2- Company ,2Company Name: 11 a-st /`2� �1�deiz_ Z_ Electrician's Name: tl ` )0 . License No.: Elec. email: e G,rt „` 1��fry a• co,.• Elec. Phone No: 63 J 7 d3 ❑1 request an email copy of Certificate of Compliance Elec. Address.: P.O . /9cx /9� /`,�_Illl JOB SITE INFORMATION (All Information Required) ! } Name: `T�,.e� I�?O-s Yo o s Address: G Djr Pe vro 9J-�)- Cross Street: r Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: O 1 Lot: 0 BRIEF DESCRIPTION OF®WORK, INCLUDE'SQUARE FOOTAGE (Please Print Clearly): Square Footage: 3 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In 0 Final Do you need a Temp Certificate?: ❑ YES © NO Issued On Temp Information: (All information required) ServiceSize !?1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ,fa e OBox BUILDING DEPARTMENT- Electrical InspTOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr_southoldtownny gov seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: j �l/Z z Company Name: !2 o-sfi Electrician's Name: License No.: Elec. email: eG.rtA)_ao COi^ Elec. Phone No: 63 77y— 761.3-3 ❑I request an email copy of Certificate of Compliance Elec. Address.: P. /9,1 JOB SITE INFORMATION (All Information Required) Name: `Tc, !-?o s }Yo ,16 Address: G 0/1^ Pe 6 o, ,'c J.32 VIS Cross Street: S r­= Phone No.: Bldg.Permit#: email: Tax Map District: ' 1000 Section: Block: O 1 Lot: C BRIEF DESCRIPTION OF WORK, INCLUDE'SQUARE FOOTAGE .(Please Print Clearly): Square Footage: 3 Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F] NO Issued On Temp Information: (All information required) Service SizeZ1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches l Outlets G FI's Surface Sconces F1� H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: �V eZy Comments FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 3, 2021 TO: Megan Carrick(Mastropolo) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated November 16, 2021: For permit: to construct an accessory garage at: Location of property: 6015 Great Peconic Bay Blvd, Laurel,NY County Tax Map No. 1000—Section 128 Block 1 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this nonconforming 25,000 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The accessory structure is located in other than the required rear.yard. Authorized ' nature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 3, 2021 RENEWED: January 28,2022 TO: Megan Carrick(Mastropolo) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated November 16, 2021: For permit: to construct an accessory garage at: Location of property: 6015 Great Peconic Bay Blvd, Laurel,NY County Tax Map No. 1000—Section 128 Block 1 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this nonconforming 25,000 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15,which states accessory buildings and structures shall be located in the required rear yard. The accessory structure is located in other than the required rear yard. / I Authorize 1 Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. .a . I BOARD MEMBERS %Zsoy Southold Town Hall Leslie Kanes Weisman,Chairperson ��� ��� 53095 Main Road a P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes S_ Town Annex/First Floor, Robert Lehnert,Jr. �� 54375 Main Road(at Youngs Avenue) Nicholas Planamennto UNT11 Southold,NY 11971 DD http://southoldtownny.gov IVED JUN 2 3 2022 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD JUN 2 3 2022 P,TJTT,P..TNG DEPT. Tel.(631) 7654809 •Fax (631)765-9064 T ';¢Tj1 O_,S3 S7 -TI O1.D FINDINGS, DELIBERATIONS AND DETERMINATE®�� ���� Clerk MEETING OF JUNE 16, 2022 ZBA FILE: 47641 NAME OF APPLICANT: Janet Mastropolo PROPERTY LOCATION: 6015 Peconic Bay Blvd, Laurel, NY SCTM No. 1000-128-1-1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 25, 000 sq, ft, non-conforming lot located in an R- 40 Zoning District. The property has a road frontage of 100.00 feet along Peconic Bay Boulevard, then runs north for 250.00 feet, then runs 100.00 feet east along the rear property line before returning 250.00 feet back to Peconic Bay Boulevard. The property is improved with an existing one-story residence with exterior decks as shown on survey prepared by John C. Ehlers, L.S., revised October 25,2021. BASIS OF APPLICATION: Request for a variance from Article III, Section 280-15; and the Building Inspector's January 28,2022,Notice of Disapproval based on an application for a permit to construct an accessory garage,at; 1) located in other than the code permitted rear yard; located at: 6015 Peconic Bay Boulevard, Laurel,NY. SCTM No. 1000-128-1-1. RELIEF REQUESTED: The applicant requests a variance to construct an accessory garage in the front yard where a rear yard placement is required. ADDITIONAL INFORMATION: During the hearing there was verbal testimony given that there were very large trees located in the rear yard location that the owner did not want to remove, and that the proposed location was consistent with the accessory garages on the adjacent neighboring properties. The Board received one letter of opposition from the public. The Board asked that the applicant's representative submit prior comparable variances that may have been granted to property owners in the vicinity. r Page 2, June 16,2022 #7641, Mastropolo SCTM No. 1000-128-1-1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2022, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed garage is in line with the existing accessory garages on either side of the property. Due to the existing location of the house which sits farther back on the lot than its neighbors, the proposed accessory garage will not change the character of the neighborhood. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Because the house is setback from the road at 127 feet,there is very little rear yard for an accessory garage to be built in this conforming location. There are also mature trees in the code required rear yard that the owner does not want to remove. 3. Town Law&267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the proposed location for the accessory garage is in line with other conforming accessory garages on adjacent properties that have dwellings that are closer to the road. Therefore, the proposed location is visually in keeping with the character of the neighborhood 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed improvement will have minimal visible impact on the road and to neighboring properties because it will be screened from view by other accessory garages on adjacent properties. Moreover, the applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(S). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for and shown on the Survey prepared by John Ehlers,Land Surveyor, last revised October 25, 2021, and Architectural Plans prepared by Charles Thomas, Architect, dated October 28, 2021. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The subject accessory garage shall remain non-habitable space. f Page 3,June 16,2022 #7641, Mastropolo SCTM No. 1000-128-1-1 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities tinder the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) Leslie Kanes Weisman, Chairperson Approved for filing /�� /2022 SURVEY OF PROPERTY' 0,11 SITUATE: LAUREL near° MATTITUGS �t�q TOM SOUTHOLD pc��; SUFFOLK G®UNTY, NY of v���� ,��• 5URVEYED OGTOBER 20, 201-1 0 ;o UPDATE OGTOBER 25, 2021 SUFFOLK GOUNTY TAX MAP �0� v 9� NUMBER 1000 - 125 - I - I 0CERIMM TO: " �► O) Jam masawdlo ]FPfln r RTa¢n�Il 7CiiBfle][ASTM Seams,LLC qfj 'cps R6 \� 9 g o sTofi do ct� / --e Bldg 9'i copy f�Om ZBA �� �\ o / Final, viewed dbc t5 7l��� zBA Fi e# Date: 0 FINAL MAP G�� oq REVIEWED V06 �q� \� \ ` SEE DECISION � o o DATED &8A % O \ ? ,y� lS ` \t y a�� .i-4rd'i; �'`'.i:` _ Vnauthorizee olteratlan or addlkbn to o survey s 's02) =-w— '41 �Orm9 Y tn Ikemetl tcM wrveya 9]cal 1 J � f;�`�. �''��j.t.,,• wmtwn oP settle,tso9.5w-ervaron�.or the Snew yore seat:ewaar t.e, p -_ lL„•,.-F` �, r jl 1 Iced l an origaal or ens law s„r,.eyory V(:) \`Ogg \ J' - •'_;' y -"; '}EmQetl seal 6hall be cornlderetl to to.rood!rve r \Y cope,' 5��� O O � - /'• ,_ ,� 'GertiPlaakien iwkatetl hereon aignlPy Nat thLs prep tl cartleice with the I., _ ��fsle j ode ai PraCtre For Law Srveys a[bplee NOTES t ��� l V-: b9 New York State Meaclotlon oP proPe»irn of 1- Land a,,,,eyoro.eAltl cerllFt:atfons shall run only to kM person Par wicm the sirvey is prepareq • MONUMENT FOUND o p ,;, , an h,�ablP to�e Ntle aa .9�e n en (�, j to oge ey ane swop m m t an Ilatea nereon rna !� �\�Vl `�-/ry- `t j`.... to the ae e>roe r the lemyg ineumroti eernrl�- tlor5 ar !traBFeraMe to amltronal utstltudons AREA = 25,000 5f or 0.51 acres JOHN C EHLERS LAND SURVEYOR GRAPE tIG SGl4LE I 30' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 "= / RIVERBEEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C:\Users\john\Dropbox\04\04\04-210 update 2021.pro THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE 0 i-.� �Pc/IT AROHITECT RENSIONS D E S C R I P T I ON Q4 ATCN 4AN Q4 4D 4D _ A 8'-6'PLATE XEOIT _-B_TO_x+uDOWS iiir. •mxxrR � r. r. •mRJaR r=.-De�,o: P BOARD N D 6��� P Bii ei Y uATOI P BONN N Y sr. WMDOw ]M2 ]3-042 smrn/A•WRmox D s/A•ruaax n.sNaLcuxos �®® a r.:�:v rms xAw Xo1aB a oow sm+wxos uAixFI'xous� smwc TJo�wg ��'1L moo.coutaETE 6LABM7 � 9080 OR DOOR AS SELECTED PFR O,VI✓ER n FRONT ELEVATION r1 SIDE ELEVATION /1 REAR ELEVATION r1 SIDE ELEVATION SCALE: 1/4"=1'-0' SCALE: 1/4"-1•-0- SCALE- 1/4"=1'-0- SCALE: 1/a" 1'-0" Bldg Dept copy from Zf3A V Final reviewl d c�uments ZBA File; `Fj�/ _ W Y ,6•-0• Date• 6 (:Li —II ———————CO—NiWU-015———II II nI a �,f•''®���+ ���`����C �B90 �i�'1�e H�_ }2 X 10RIDGE BEAM TYPICAL ROOF CONSTRUCTION O ASPHALTDRDDRG TO MATCH EmMG—————————— tz OYR 151 ROOF TT ON11/Y COX PLYOOO SSTF@W rW 4 Y%011°OF RAFlRO 8•nn O W°RumET° ILI rw CJ O 1r O m wiMESTAB wFOOLING O <ZG / \J I m TYPICAL WALL CONSTRUCTION J m • ®AR PERFECTION SHNGUM TYYEX HOUSE WRAP 1/!co X i O PLrvODD SHEATHING ON 2xr va STUDS O 16•O.C. (° (i�y,.. J°�'`^��•:. Q O /\Y O 0 1o°c I I I I GARAGE �'.j 171 !, T' V Nor 2-AO' 2.6•CCA 561 PUTT '� ^M �E}j 0 18.OG 1 018.OG I I I I lE1LIlE SHB1D V • l` I"'C t/3 O Z b �' S I UNEXCAVATED I s/e•DIA ANCHON eats 9 ;,�� v. �Ca': Q -A GARAGE Pc J„ : I 4•POURED CONCRETE SLAB I •Y O 00•-0.O.G I t+ p O /� O 4•POURED CONCRETE SLAB I OVER 6 MO-POLYETHLFNE I ♦+EDT.vAPw aAwew 9 y OVER 8 IOL_PO RIE71E SLA 1^ I VAPOR BARRIER ON WELL I �F,yi� /\(— VAPOR BARRIER ON WELL I I COMPACTED POROUS FILL I 1="� COYPACRD Fu 7 A /��� Qy� W COMPACTED POROUS FILL n I �� e ®/4 a •j B•POURED CONCRETE FOUNDATION ♦ tis ® U) t5 4•——— WALL ON B•X18•I POURED CONETE CRFOOTING N II II b I I Er POURED CONCRETE I or- �� L U II ` II h FOUNDATION WALL ON B•X16• 9 � I I POURED CONCRETE FOOTING I n CROSS SECTION SCALE: t/a"=t'-O' •�1��,$ L II II I I WALL���ON I I 9FSL AP II II I L—— caLnxuous Foonxc———J I ,y Z—it 1 4VL HDR IE1NEDy-T PHO COWFA 9080 O.H OOOR —— ———US——— —— f Z R A H�(TTOP 7_D• B'-0, O.Hl. g-r l. - x �o 2 11 °-�E CECISI®! .77 v1 18'-0• ,6'-0' FLOOIT PLAN n FOUNDA110N PLAN SCALE: 1/a•=1'-0• SCALE: 1/4"=1'-0• �(� 6516 Charles M. Thomas ',^'TUD7To BAND JOIST /2•FASTENER a r C h it e C t RAFTER TO WALL PO BOX 817 ,IAMUMTJ NY 11947 (631)727-7993 (14)10 x 1 1 FASTENER MTS16 D35 I RIDGE RAFTER LTP4-• LTP4 MTS12 Simpson Strong Tie PROPOSED GARAGE WITH CEILING COLLAR TIES O 32.O.C. Uplift connectors shall CS-20xir MIN.WITH(7)10d COMMON NAILS bypass each other to PER RAFTER INSTALLED OVER PLYWOOD TP4,spacing as required for prevent cross-grain hear.SSP spacing for upllfL tension of band Joist. _/1 RIDGE STRAP TIE D10SCALE: N.T.S. a/za/r (12)8d od L M.W 1 /2•FASTENER JOISTmAnxc m.yc Ixc w A 001 00 RAFTER TO WALL a+ SCALE N.T.S. THESE DRAWINGS AND ACCOMPANYMG SPECIFICATIONS AS INSTROLENTS OF SERNCE.ARE THE EXCLUSVE PROPERTY OF THE ARCHITECT AND THEIR 09 AND PUBUCATION STALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.ROUSE.REPRODUCTION OR PUBUCATION BY ANY METHOD.14 WHOLE OR IN PART,IS PRONEITED EXCEPT BY WIRIER PERMSSON FROM THE ARCHITECT.TIME TO THESE PLANS SHALL ROAM VAN THE ARCHDTECT.NSUAL CONTACT WTH THEM SHALL CONSTITUTE PRIMA FACE EVIDdIi Or ACCEPTANCE OF THESE RESTRICTIONS. 5MR VEY OF PROPERTY OK' VTUATEo LAURfc-::L near 1 i1 TMJUC ���a q oyw .... SUFFOLK COUNTY, My p� ,>e 000 SURVEYED OCTOBER 20, 201-T UPDATE OCTOBER 25, 2021 q SUFFOLK COUNTY TAX MAP a9�J>✓ NUMBER 1000 - 128 - I - I o;,.:J CER=D TO: lip Jana Pv1lastnop©1m IEn%Iry NO�u®B Tnt aimQ10 Serincw,IL1L(c gan JUJ� o°o' iii�7e yd o 0 • -g o '�• G o ; ate • �'� �� � v D C8 . '!ems iD AUG 1 6 2022 BUI[,D]IIaTG DEPT. �7 � TOWN OF SOUTHOLD �•, � ` ,� 95'c/' ``� � �� � •� - - vr�,trorizw ortaratwn or aamban m a sm,.ey q" P:J 1-1::; ;..• -1• vw �la11�oF section VM sNre elan 7�oi Me V J _ Nen Yort_tam FmcaCon la.• \s" �` OIR:N f T�.� is`j, ,? �ecpms rrwn the�qunl oP lns su vey Y/" _ll�' i -- d rdth an cr¢�aul oI Ge lana swey•s lQi j skc Paa seal hall be Cam ae etl to c valla trve VC) 'Lert7leatioro maaomtl hereon sigrvty Nat fhb o� (O r survay nm FrePerea'n ocmraoice niN eK ex- ,s'ag Lodz or Praat'ze Fcr Lo<'d=Lrvevs mtl NOT1- : /�"'�' •.�>> dp� cy'tna re,.rark smta nsssauatran ar Is;�ara �� to tA3 pmon f hh. the a!!rnu shape l� ®Y �,r ud rn h'n t.MII m the title compmay gavernnen- - i..>lJ.•+ tat agezy mid Qe�i�mnlutirn nsma nerern ontl `!.,, - m tr a.9syna r tt,a taw'+�g r�eetmeirn.eerw�ce- MONUMENT FOUND S� � �ru�Y �Fp j ':� Clare ara Mt trgsFerable m aaWtlawl IrmtRutlrns AREA = 25,000 sf or OS? acres C, 10 JOIW Co EHLERS LA� SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC, SCALE I"= 30' SAD,N.Y.11901 369-8288 Fax 369-8287 REF.-C-\UsersVohn\Dregbox\04104\04-210 update 2021.pro �' ygaa � SURVEY OF PROPERTY SITUATE .LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-128-01-01 11 OCT 2 5 2022 SCALE 1"=30' OCTOBER 20, 2022 AREA = 25,000 sq. ft. �9 OO s 0.574 ac. Iro�� a<11 � F r — FGp�G. \ �e ry� � •r4 'C� O \ ' 1 y0(- Tl � \ F o 05 \ `Cts 10� Ao. ,t+p0 \ 9 �A 01 \ .fir 0• ,60 'L�q \ 1 \\ 1 0 y o 0.p\ V00 O 411 � b. O� `f0 �„O O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY A VIOLATION OF �`ep SECTION 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 TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TOLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION.CERRFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCyRBANCRVEYS THE MINIMUM Nathan an ���} Corwin III STANDARDS E RVEYS 7T ��S5MTINIMUM D ` L v BY THE P��gqyy��pp��ANO''ADOPTED FOR H U NEWt$T• STATE,LAND ,Fr�, � , Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout �s-•"�r � � PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesort, Jamesport, New York 11947 p New York 11947 0467 NiY.S. Lic. No. 50467 E—Mail: NCorwin3®aol.com THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL_ CODZ OF NEW YORK STATE. ..4 `' �, � 4..31 �I•��' I -- i ARCHITECT REVISIONS D E S C RI P T 1 0 N I I 4 ROOF SHINGLES TO 12 12 12 1 1111 1 MATCH MAIN HOUSE 4 4 4 ROOF SHINGLES TO MATCH MAIN HOUSE OF HIN LE 0 111 11 ROO SHINGL S 1�4i AJI III I T MAIN HOUSEIII II I I 111 MATCH MAIN HOUSE 8'-6" PLATE HEIGHT _ - 6'-8" T.O. WINDOWS Alw `4 X 4" CORNER " X 4" CORNER X 4" CORNER �" X 4" CORNER BOARD BOARD BOARD BOARD (TYPICAL) (TYPICAL) (TYPICAL) SIDING TO MATCH (T Y P I C A L) 00 103 30423042 3042 MAIN HOUSE i 5/4" WINDOW 5/4" WINDOW 5/4" WINDOW MAIN & DOOR SURROUNDS - -- & DOOR SURROUNDS & DOOR SURROUNDS (T Y P I C A l) �❑ � (T Y P I C A l) (TYPICAL) SIDING TO MATCH SIDING TO MATCH MAIN HOUSE MAIN HOUSE SIDING TO MATCH (� n MAIN HOUSE .oCR .-E—ON SLAB 'II�IOI III 9080 O.H. DOOR AS SELECTED PER OWNER FRONT ELEVATION SIDE ELEVATION REAR ELEVATION SIDE ELEVATION SCALE: 1/4" 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" — 1'-0" SCALE: 1/4" = 1'-0" W z 16'-0" W � 8'-0" 16'-0" ry 3042 — — — — — — — — — — — — — 2" X 10" RIDGE BEAM TYPICAL ROOF CONSTRUCTION O > U ASPHALT SHINGLE ROOFING TO MATCH EXISTING i 12 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. W I I 4 4 2"X10" ROOF RAFTERS 0 16" O.C. z W o � N W o I 2"X8" CJ 0 16" OC. / DROP FOUNDATION o I— i0 I WALL TO MEET SLAB Q i x �Q IN® I I CONTINUOUS FOOTING I Q:� 0 N I I I I � TYPICAL WALL CONSTRUCTION m (.I CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X _J O PLYWOOD SHEATHING ON 2"X4" WD. STUDS ® 16° O.C. Q I I I °I GARAGE - U 0 0 y O ® 1 oc. o n luj/2"X10" RR 2X10RR04 2"x6" CCA SILL PLATE LLQ ® 16" OC. 1 K)w CIC. I I TERMITE SHIELD (n O z 5/8" DIA. ANCHOR BOLTS O 0 0 � o o UNEXCAVATED o® 30"-0" O.C. GARAGE I I I " I 4" POURED CONCRETE SLAB ;� I I 4 POURED CONCRETE SLAB I 4 MILL VAPOR BARRIER n itz N 4" POURED CONCRETE SLAB o a N N OVER 6 MIL. POLYETHLENE N OVER 6 MIL. POLYETHLENE �`- � I VAPOR BARRIER ON WELL I O U (— VAPOR BARRIER ON WELL x I COMPACTED POROUS FILL I i I TOP PLATE FRAMING TO ACCO ADATE TABLE R 301.7 —fir CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS f r PIPING — 602.7. 2 STUCTURAL MEMBER ALLOWABLE ! t RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/1 80 SLOPES THAN f W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— WW rrMM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE GYPSM BOARD INSTALCEU IN STUD INTERIOR WALLS AND H 180 SEE DRILLING AND 16d NAIL AT 24 O.C. / JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS � .. f` •/ BFLOORS AND PLASTERED L/360 a STUD E CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% WFCM SECTION 3.3.1.1.1 WFCM SECTION ISION1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH � 1/3 SPAN 1 3 SPA 5 8" MIN. TO EDGE NSTALLED IN ACCORDANCE / STUCCO FINISHE „ o ALL PANEL ED O.C.) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8' MIN. TO EDGE — �FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o) FINISHES NOTCH MUST NOT EXCEED � BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH1 7 NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH U TOP PLATE \—BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE {a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn OR BLOCKING SEE WFCM SECTION 3.3 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) BE LOCATED IN THE SAME 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 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 NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich AND SO BORED BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING panels, the total load deflection shall not exceed L/60. For sandwich panels used in roofs or walls of O OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall FO N �r 16d NAIL AT 24" O.C. IW THA WFCDMI TABLE03DANCE WFCM 2015 SBC H I GH WIND EDITION not exceed L/,2D TABLE R 301.2.2.2., WFC"�I 2015 SBC HIGH WIND EDITION W SILL PLATE � JOIST .o . SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A • CRAWL SPACE ° SUBFLOOR FFRAMING MEMB,�RS AOTNPANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATI • OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING LIMITATIONS F UNDOTIONRADE (b) INSIDE CORNER DETAIL FRAMING EDMEMBERS NOT AT FOR INTERIOR NONBEARING WALLS WALL SUPPORTING 1DEPAD sf LOAD DEss 25 AD LOAD FOR EXTERIOR WALLS AND BEARING WALLS sf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGEXTERIOR CORNER FRAMING NOTCHING AND BORED OLE LIMITATIONS ROOFONLY 1.D 1.2 BEARING WALL OR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS o NON—BEARING WALLS: 8602.6 1 8c 2 LATERAL BRACE AT 6' O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o TYPICAL WALL, FLO 0 R & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) Uj N FOR WOOD STRUCTURAL PANELS Lr ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST (D LlJ FASTENER SPACING inches SEE STUD TO RAFTER z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS ? TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL CONNECTORS Q 0 < 6 FEET < 8 FEET 1/2" SPACING—� A A U — ALLOWS E CH SIDE NO. 8 WOOD SCREW 16" 10" g" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION F HEADER STUDS FULL LENGTHo LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. I._ Q ATUHZD1W) ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH AIpdEDNAOEACH AT HA DWAARE ° o CONNECTED TO BLOCKING NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN 0 0 TRANSFER SHEAR TYPIC' L — AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTOIN, AT BOTTOM OF HEADER STUDS IN LENGHT ° ° NOTE: SIMILAR EA ED N UP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. z W o ° CONNECTION AT EA H SIDE CO NEC R AT ° FOUNDATION. R UIR WALL STUDS OF CRIPPLES ES TOP AND 20 GAUGE STRAP w 2-16d COMMON 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° 0 NAILS AT 6' D.C. FLOOR BRACING AT END BAYS 10-8d NAILS (f WITH 2 EMBEDMENT Q ENDWALL TYPICAL FRAMING AND UPLIFT QW LENGHT SUBFLOOR ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q w 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 181) MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. ; � LU FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w� 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2' INTO THE BUILDING FRAME. o 1 SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' ' LIJ TOP PLATE U w IV d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING � JPROVIDE RAFTER TO VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING RIDGE TENSION STRAP ,,� CENTER 2x BLOCKING RIDGE HANGERS IF T- LESS THAN 1,500 POUNDS. ° H/2 BUT NEED OT �y � H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS ° ° ° EXC ED 15 FT. AX. EXCEED 40 FD MAX. REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) HOLDDOWN ° ° CORNER STUD s l 15 '32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N (HDU) o ° 0 CONNECTED TO BII``A�ISEDBON SHEARWADLLOREQUIREMENTTS PLATE OF WALL BELOW � z ROOF RAFTER o a o TRANSFER SHEAR FOUNDATION CLLARANCEGABLE ENDWALL BALLOON FRAMING° SLOPES ° 20 GA. STRAP— DOUBLEz PREFERRED METHOD STUD (MIN.) 1» AT HARDWARE RAFTER Q J 4 WIDE MIN. HOLD DOWN 8d NAIL AT 12" O.C. ON a W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W/-16d NAIL AT RIDGE BEAM M FLOOR TO ' FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL TABLE R301 . 5 NOTES Cz _ CONNECTION °I FOR SI: 1 POUND PER SF= 0.0479 kN M = � / (2), 1 POUND 4.45N. SIDE WALL 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. R Q AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND 1 ` y E R301 . 5 a -- NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALL D IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR g- d TTO O RAFT985 CONNECTION B PER EVERY RAFTER NAILING (TABLE 3.1, SCHEDULE OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION ~ T 2-8d TO PLATES WCFM HUGH WIND EDITION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) � A35— Chimney Framing , ) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE ■ 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 '� z CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD I I c LIVE LOAD 3 ROOF FRIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. v J E 4-8d TO PLATE GYPSUM OARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND Jc N. T.S. * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� M 3 SCALE: fel. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT SDE WUj ATALOALLL PANEL INCHES,ASINGLECCONCENTRATED LOADEAPPLEDERNSANY DERECTION AT CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ) ¢ TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES ANY POINT ALONG THE TOP DECKS 40 (� NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS. WOOD STRUCTURAL * INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 SII PANEL INSTALLED IN �'�'"� Go i HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED �V L x ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 m LOAD REQUIREMENT. d� HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 ® iz FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ® 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER 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 C O R N E R B R A CIN G DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS _ MET: 1.° EXTERIOR C 0 R N E FRAMING ORFRAMEDOPENING IN ACCORDANCE RDANCE WITHsECTIO 07 U1ND STAIRWAY AIAY . 3 SCALE: N.T.S. 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. I TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the -•� ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC published by The American Forest and Paper Association. Non- Structural elements y NAILING SCHEDULE_ CO NECTIONS ESIS ING UPLIFT LATERAL & SHEAR LOADS GENERAL N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. rti• -• �• _-• ANCHOR BOLT CONNECTION FOUNDATION NOTES t,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 ..., R NUMBER OF NAILS NAIL SPACING g O municipal, local zoning and building codes and ordinances w . 'i.: JOINT DESCRIPTION 1/2" ANCHOR BOLTS 3t sheet no. 1 having jurisdiction and best standards of construction COMMON NAILS 1 - FLOOR 9 J t .. All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 practice. } , t. • , RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE OMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply !t { 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-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NFlILED 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. An 'f 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of construction. The Contractor shall beLight and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. z 9-8d EACH LA Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o CEILING JOIST OVER PARTITIONS FACE--NAILED equipment incor orated in the work will _ COLLAR TIE TO RAFTER FACE-NAILED 6-Sd PER TIE Sanitation-Section R306p be new, and that all work 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d I EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o_ Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work in accordance with the construction documents. The v Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Cn TOP PLATE AT INTERSECTION FACE-Nf11LED 4-16d JOINTS - EACH SIDE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designAd without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGESPEarbon Monoxide 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END--NAILED) 2-16d R 2X4 STUD Alarms - R315 Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not to 3-16d PER 2X6 STUD Insulation-Section R316 z cfl 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o cv Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be Ui 2-16d SEE NOTE 1,2 PER FOOT named insured on an and all policies. > \ FACE-NAILED ( Protection Against Decay-Section n R 6. Provide 0.025" of a rneotal hield, other than aluminium, over fibrous � \ d- FLOOR FRAMING Protection Against Termites FLOOR R318LC Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized JOIST TO SELL TOP PLATE TO GIRDER 1'OE-NAIL Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE (TOE -NAILED) 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 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 3-16d 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 O 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 to be presented to the Owner at the completion of the job. N 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 O 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. bJ 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n ^ ' BLOCKING TO FLOOR JOIST (TOE-NAILED) Minimum depth-Section 403.1.4 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York l v ROOF SHEATHING p 9 p g Energy Conversation Construction Code. All glazed area to be doubleUJ 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds s. z W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD Dap proofing at exterior foundation below grade-Section R406 16. These sdrawings and aspecf cntion are instruments of service and - 8d 6" EDGE 6" FIELD 30"x30"x12" dee poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0 GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 17. Architect has not been retained for site supervision, on-site LJ CEILING SHEATING Q 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. O 8d 6EDGE 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 CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G 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 Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W " 5d COOLERS 7EDGE 10" FIELD Fireblocking - Section R502.13. z GYPSUM WALLBOARD / ANCHOR BOLTS IN FOUNDATION USE: Q Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W - 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W UJ 2-2x6 ACO sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH FND • Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS overhangs'as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 8d 6 EDGE 12" FIELD Vin vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG 1' OR LESS Alluminum gutters and leaders. Siding: see Elevations. " 10d 6" EDGE 6" FIELD T vek housewra MTS 36, 16" O.C. BOLTS AT 116" ON CENTER GREATER THAN 1 y p• 4 8d NAILS AT EACH END 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE ( )- 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 1/2" MR GWB in wet areas Simpson Strong-Tie RAFTER TO STUD CONNECTION USE: 04 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- 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 COIINECTION USE: AT EACH CEILING JOIST Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" U 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: „ 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) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTIiN USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST � J » SIMPSON H-8 USE W/ONLY 5 =_ �= percent slope), o � MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL , ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment ; (EVERY STUD) STUD TOS 0210 2X6 ATTACH T (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: °f PS720 (ALIGN WITH JOIST BELOW) o.. AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to , SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 r' HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: • overlapping H2.5A AT EACH ROOF RAFTER CIO r- °�• (14) SDS Y" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/2" ' 7 MIN EMBEDMENT o o For roof slopes of four (4) units vertical in (12) units. TYPICAL (SEE FOUNDATION PLANS A-3.1 AND ° T YP CAL PORCH DECK LEDGER - A Ice Protection (Section R905.1.2) CONNECTIONS-32 FOR LOCATION) U N CONNECTION S �4 ° (MINIMUM DOUBLE STUD) ° Underlayment in High wind (Section R905.1.1) O 'D aA ,D '° • •• SIMSON STRONG - TIE Flashing (Section R905.2.8) .. n Chimneyand fires aces - Chapter 10 STU y2 BEARING PLATE �•��. o•° ,4 .' u O• „ ° 1 1/4" COIL STRAP -I ,16 O.C. Energy P Pfficiency Chapter 11 see attached report ° s USE 4-8D NAILS ® EIACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. ° • °. 4 '° •4Q' �.a Q' ° General Mechanical System - Chapter 13 FOR HEADER OR " °'° °•°�' D .'� D .' ' D .'�' ° o Heoitng and cooling equipment - Chapter 14 BEAM a 4 °• �d4ff a ° Exhaust Sustem - Chapter 15 >- o' z �. n y�• Q °, „{10,, a � Duct System - Chapter 16 .� s °• DOUBLE TOP PLATE MTS ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie IN ° C a° ' p a° 'ii° se., n Chimneys and Vents - Chapter 18 AC4 4 4 a ' f9 x do F 'x 'N A'= ° a° :-SSP Plumbing - Part VII AT EACV o 1 3/4" IMUM c i' SEE PLAN Flood Zone - 301.2.4 C 0- U3 EDGE DISTANCE •44 9' D FLOOR TO FLOOR °•° HEADER LSTA21 n, D KING STUDS Simpson Strong-Tie CS20 1/" COILED Y2" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2---,, <: OVERLAP AT EACH L co JACK STUDS x SIMPSONsnJOIT] CZ STRONG - TIE SIMPSON STRONG-TIE en 1 1 /4" COIL STRAP - H2A 16" O.C. USE 4-8D SIDECOVER CNW NUT COUPLER � �•( NAILS AT EACH STUD AT EACH ROOF G a a `V „ RAFTER USE 8-16D :'' ® MIN EDGE MIN OVERLAP IS 12 NAILS AT EACH END, JACK TO SIL o ® DISTANCE* 12" MIN OVERLAP PER RT2.5 COMPONENT •�� ° STUD TO ROOF RAFTER STHD8 A .;sa:�...:a ' • MIN EDGE SHEET No. ''.. •' 'p •'$• DISTANCE* CONNECTION FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE TYPICAL STRAPPING FOR AB MIN. OVERLAP IS 12 FRAMED C 0 N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION ' RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION- PORCH COLUMN CONNECTIONS 9 $�a� THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T ION 3/28/23 AS BUILT ROOF CONDITIONS LAYOVER REVERSE GABLE DEPICTED LAYOVER REVERSE GABLE DEPICTED LAYOVER REVERSE GABLE DEPICTED AS BUILT CONDITIONS--\ AS BUILT CONDITIONS AS BUILT CONDITIONS 12 --� _ = ROOF SHINGLES TO 124 ROOF SHINGLES TO LT-1MATCH MAIN HOUSE �� - MATCH MAIN HOUSE 00 SHINGLES 10-- - - - T MATCH MAIN HOUSE - - - 9'-0" PLATE HEIGHT ROOF SHINGLES TO 6'-8" T.O. WINDOWS MATCH MAIN HOUSE von rn I V X 4" CORNER �" X 4" CORNER X 4" CORNER X 4" CORNER BOARD BOARD BOARD " O TYPICAL) (T Y P I C A L) (T Y P I C A L) BOARD 1 ( SIDING TO MATCH (TYPICAL) 0 5/4" WINDOW 3042 3042 5 4" WINDOW MAIN HOUSE 1 & DOOR SURROUNDS - -_-- & DOOR SURROUNDS i� (TYPICAL) (TYPICAL) SIDING TO MATCH MAIN HOUSE SIDING TO MATCH SIDING TO MATCH MAIN HOUSE MAIN HOUSE � �;o0. CONCRETE SLAB r. i_Lt CIE(+7 7 0 l v 8dd ter, 9080 O.H. DOOR -- R ! AS SELECTED PER OWNER SIDE ELEVATION REAR ELEVATION SID ' I FRONT ELEVATION E ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" z 16'-0" U y n O � x 10" RIDGE BEAM TYPICAL ROOF CONSTRUCTION O ASPHALT SHINGLE ROOFING TO MATCH EXISTING C/) } 12 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. op �o N I I a 4 2"X8" ROOF RAFTERS 0 16" O.C. z UJ \ / yo I I I O �I I I 2"X8" CJ 0 16" OC. o / I DROP FOUNDATION ~ W 0o co I WALL TO MEET SLAB O z I I ( CONTINUOUS FOOTING ®;'6°" I I I ( 0) TYPICAL WALL CONSTRUCTION J M O ., CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X _1 OJ�Q` I I � PLYWOOD SHEATHING ON 2"X4" WD. SUDS 0 16" O.C. O o O I I I I 00 GARAGE U y O �. 01 oc. V,/ X _ �— N N U 2"X8" RR \\m ® 1 I 2"x6" CCA SILL PLATE i-i ® 16" OC. 't I TERMITE SHIELD Cf) O Z _ UNEXCAVATED I I = 5/8" DIA. ANCHOR BOLTS O _2" X 8" _`r 0 0 0 0 30"-0" O.C. _ " 1 4" POURED CONCRETE SLAB GARAGE Cr 1 1 1 I 4 POURED CONCRETE SLAB cc 0 RIDGE BEAM e) 'a �t 4 MILL VAPOR BARRIER `" 4" POURED CONCRETE SLAB"o a I N `�' I OVER 6 MIL. POLYETHLENE I N OVER 6 MIL. POLYETHLENE _� � I VAPOR BARRIER ON WELL I OF. U — x o I COMPACTED POROUS FILL I COMPACTED FILL VAPOR BARRIER ON WELL r� COMPACTED POROUS FILL N w o ( I I I �, M 8" POURED CONCRETE FOUNDATION � w W �-- _ _ I I WALL ON 8"X16" POURED Q 15' 4" x tO I I CONCRETE FOOTING �J Q (� II II o I 8" POURED CONCRETE I / 1 I FOUNDATION WALL ON 8"X16" I I POURED CONCRETE FOOTING I I CROSS SECTION w o tii� I I I I SCALE: 1/4" = 1'-0" wo I I II = II I DROP FOUNDATION / I I IN ® I I I WALL TO MEET SLAB / ML HDR I — — CONTINUOUS FOOTING 2-11 1 4" — — — PHD CORNER 9080 O.H DOOR — — — — — — — — — — — HOLD DOWN (.IYP) 3'_4 " 3'-4j' 8'-0" 8'-0" 9'-3" 16'-0" 16'-0" FLOOR PLAN FOUNDATION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CS16 Charles M. Thomas STUD TO BAND JOIST (20) 1 O x 1 1/2" FASTENER Ridge Beam a r C h I t e C t . ° RAFTER TO WALL ° (14) 10d x 1 1/ " FASTENER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 ° MTS16 p35 ° 0 RIDGE ° RAFTER ° ° LTP4 ° LTP4 MTS12 Simpson Strong Tie PROPOSED GARAGE WITH CEILING COLLAR TIES ® 32" O.C. Uplift connectors shall CS-20x18" MIN. WITH (7) 10d COMMON NAILS bypass each other to PER RAFTER INSTALLED OVER PLYWOOD I.TP4, spacing as required for prevent cross—grain hear. SSP spacing for uplift. tension of band joist. RIDGE STRAP TIE D10 SCALE: N.T.S. DATE: 10/28/21 SILL TO RIM JOIST PROJECT No. (12) 8d x 1 1/2" FASTENER DRAWING BY. MC CHK BY. DWG No. n RAFTER TO WALL 0- 001 - 00 �r 1 OF 1 SCALE: N.T.S. 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. THIS PROJECT IS IN COMPUANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. \ ARCHITECT REVISIONS D E S C R I P T 1 0 N VVA � . 12 1 12 12 12 l T M DOFi MAINLHOUS i HIN ` 0 �4 Q 4 4 MATCH MAIN HOUSE -" R0Ili ii I FT 0 CH MAIN HOS - - - - MATCH MAIN HOUSE _ - [ 1__ 9'-0" PLATE HEIGHT ITI 6'-8" T.O. WINDOWS AM rn X 4" CORNERJ� X 4" CORNER �" X 4" CORNER �" X 4" CORNER o BOARD BOARD L) (T BOARD L) BOARD (T L) (T SIDING TO MATCH (TYPICAL) 'ol 5/4" WINDOW 3042 3042 5/4" WINDOW 3042 5/4" WNDOW MAIN HOUSE 1 & DOOR SURROUNDS & DOOR SURROUNDS & DOOR SURROUNDS (TYPI C AL) �❑ IE] (TYPICAL) (T Y I C AL) SIDING TO MATCH MAIN HOUSE SIDING TO MATCH SIDING TO MATCH MAIN HOUSE MAIN HOUSE 0. CONCRETE SLAB -- -- 9080 O.H. DOOR AS SELECTED PER OWNER _e FRONT ELEVATION SIDE ELEVATION REAR ELEVATION SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" AP R VED AS NOTED DATE: B.P.# W FEE: r v: U NOTIFY BUILDINGr FcARTMENT AT 765-1802 SAM TO I ^t 1 FOR THE FOLLOWING INSPECTIO,JS: 1. FOUNDATION - TWO PEQUIRED W W 16'-0" FOR POURED CONCRETE _ NN 8'-0" 8'-0" 16-0 2. ROUGH - FRAMING & PL, 0 4. FINAL - CONST CT,ON MUST Q JMBING 3. INSULATION T� � � 0 N � 312 — — — — — — — — — — — — — � 2" x to" RIDGE BEAM TYPICAL ROOF CONSTRUCTION BE COMPLETE �;,� _0. �• � � _ ASPHALT SHINGLE ROOFING TO MATCH EXISTING ALL CONSTRUCTION S. ALL MEET THE m�Y1 rnnn op N2"X10" " " / REQUIREMENTS OF THE W w I 12 2 OVER 1 ROOF RAFTERS 0 162 0 CDX PLYWOOD SHEATHING. YORK STA z ,�o M 4 TE. NOT RESPONSIBLEFORQ (� cr DESIGN OR CONSTRUCTION ERRORS. X o / 2"X8" CJ ® 16" OC. / I DROP FOUNDATION o co I WALL TO MEET SLAB Q CONTINUOUS FOOTING I I Iz O TYPICAL WALL CONSTRUCTION" F- J m O N I I N CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2 CD X COM p _J O v:rxw I I PLYWOOD SHEATHING ON 2X4 WD. STUDS 0 is o.C. , LY WITH ALL COPES OF Q O O °° GARAGE NEW YORK STATE & TOWN CODES U I AS REQUIRED D _ oil, oc. CONDITIONS OF W 2"X10" RR \\ w 2"X10" RR I)o I I I I 2"x6" CCA SILL PLATE I TERMITE SHIELD S UThOLD TOWN c?A O O Z ® 16 OC. w ® 16" OC. 17 5 8 DIA. ANCHOR BOLTS (� _ ( UNEXCAVATED I " " '`'''''IRD d _ 0 o v o 0 0 ® 30"-0" O.C. J�UItJ; ' GARAGE I I I I 4" POURED CONCRETE SLAB I I 4" POURED CONCR TE SLAB vr_7ir e O i7 ep 4- 4 MILL VAPOR BARRIER , `�' 4" POURED CONCRETE SLAB p `�' `�' �" I OVER 6 MIL. POLYETHLENE I a J " ',' 'L OVER 6 MIL. POLYETHLENE I'' o I COMPACTED VAPOR POROUSIER ON I , I USTEES � U I— VAIPOR BARRIER ON WELL x M I I <o COMPACTED FILL "'� COMPACTED POROUS FILL 04 o nC/) 8" POURED CONCRETE FOUNDATION - W I— II ( '' WALL ON 8"X16" POURED Q 15' 4" I I CONCRETE FOOTING OCCUPANCY I CCUPANCY OR <C (n 11 o I ( 8" POURED CONCRETE I USE IS UNLAWFUL ( I ¶ L0 ci C POUREDCONCRETE " I I CROSS SECTON WITK OUT CERTIFICA I I I SCALE: 1/4" = 1'-0" OF OCCUPAN CY N II II I I DROP FOUNDATION I — — WALL TO MEET SLAB — — — I All exterior 1, lltl CONTINUOUS FOOTING re lace 2-11 1 4"ML HDR ( I P ETAIN STORM WATER RUNOFF ;par1sireled p g d or PHD CORNER PURSUANT TO CHAPTER 236 d shall conform HOLD DOWN 9080 O.H DOOR 3'-4 — — — — — — — 3�-4 OF THE TOWN CODE, to Chapter 172 (rn') 8'-0" s'-o" " 9'-3" " of the Town Code 16'-0" 16'-0" 11, INS ELECTRICAL FLOOR PLAN FOUNDATION PLAN �IECTIl3N RE QUiRED �J SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DpJVOT PROOE �RAIWnJ Charles M . Thomas csls �e`FQUNn�t�nrr�c wirt, STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER NA3$= - 0N� C r C h I t e C t Ridge Beam �P�JApp Arl e,l RAFTER TO WALL QED, o (14) 10d x 1 1/ " FASTENER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 MTS16 D35 o j RIDGE RAFTER ° LTP4 LTP4 MTS12 Simpson Strong Tie PROPOSED GARAGE WITH CEILING COLLAR TIES ® 32" O.C. Uplift connectors shall CS-20x18" MIN. WITH (7) 10d COMMON NAILS bypass each other to PER RAFTER INSTALLED OVER PLYWOOD I.TP4, spacing as required for prevent cross-grain hear. SSP spacing for uplift. tension of band joist. RIDGE STRAP TIE kJ ID101 SCALE: N.T.S. DATE: 10/28/21 SILL TO RIM JOIST PROJECT No. (12) 8d x 1 1/2" FASTENER DRAWING BY. MC CHK BY. DWG No. RAFTER TO WALL 0- 001 _� 1 OF 1 t SCALE: N.T.S. 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 ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301'7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN j WMO TOP PLATES c FINISHED CEILING SECOND STORY TOP PLATE— WWFFrrMM TABLE 3.1 ATTACHED TO RAPIERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL[�ED��IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED BORED HOLE MAX FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PROVISIONS SEE DRILLING AND MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH 0 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 STUCCO O PINI WIND LOADS L 240 i / 1 / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE 5/8 MIN. TO EDGE d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 / o T (ALL PANEL EDGES) WITH BRITTLE(b) FINISHES JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-IMND LOADS L/240 / FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED MIN. TO EDGE `—BAND JOIST AND BRIDGING /(a1 CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE ROTATION IN ACCORDANCE \ ! a. The wind Toad shall be permitted to be taken as 0.7 times the OR BLOCKING SEE WFCM SECTION 3.3 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 FARING ALL PANEL EDGES) BE LOCATED IN THE SAME 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 CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND NCS MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not z BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of 0 OR BLOCKING 16d NAIL AT 24 O.C. WOOD STRUCTURAL PANEL sunWFCM 2015 SBC HIGH WIND EDITION not oomexceed additions or patio covers, the total load deflection Shall WFCM 2015 SBC HIGH WIND EDITION TI N N „ J INSTALLED IN ACCORDANCE not exceed L/120 w � SILL PLATE JOIST o WITH WFCM TABLE 3.1 TABLE R 301.2221 E 0 SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF S E C TI O N 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD OR BASEMENT \—SUBFLOOR MONOLITHIC EDGES ANDEM2'�0 CA ON PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS • FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES 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 1.2 0 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUSBEARING WALLROOF PLUS ONE STORY 1.0 1.1 � NON—BEARING B EAR I N G WALLS: R 6 0 2.6 (1 ) & (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. I _ W N TYPICAL WALL FLOOR & ROOF FRAMING a. LINEAR INTERPOLATION SHALL BE PERMITTED 0 � JOISTS L,,-1 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST � F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD T ICAL tl IOR STUD TO STUD DETAIL GABLE END TRUSS Q TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q < 6 FEET < 8 FEET 1/2' SPACING—-, A A R QUIRED U) U ALLOWS E CH SIDE _ N0. 8 WOOD SCREW 16" 10" 8" HOLDDOM NAI 8d ANCHOR WITH 2" EMBEDMENT INsrALLAnoN _I HEADER STUDS ---FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 j LENGHT DOUBLE A A WA STUDS I-- Q STUD MIN.) CORNER STUD NOTE: 2x4 BLOCK NAILED TO EACH J: ATH 2E ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS N0. 10 WOOD SCREW 16" 12" 9" HOLDDOYN ° o TRANSFER SHEAR TYPIC'L -- AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2 EMBEDMENT (HDU) ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT ° ° ° NOTE: SIMILAR REQUI ED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° 2-16d MON CONNECTION AT EAr'11 SIDE R UIR BOTTOMT OF CRIPPLES TOP AND 20 GAUGE STRAP z _ FOUNDATION. Ljj 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° ° 7 NAILS AT6'O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS n WITH 2" EMBEDMENT � END WAIL CONNECTIONS FOR OPENINGSQ W LENGHT ( WFCM FIGURE 3. 6 ) < 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. = I FACE OF FOOTING CEILING BRACING GABLE ENDWALL A b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. WFCM FIGURE 11 FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12 MAX.Of Q_ CD ( / c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N AILS BASED ON ` J EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , o ,L SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. XU, 0 IL TOP PLATE v w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING �'• r � � � JPROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF .— LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS N X REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1 4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° o EXC ED 15 FT. AX. E CEED 40 FT. MA 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / ~ N HOLODOWN ° CORNER STUD ON/GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU) ° a CONNECTED%E BASED ON SHEARWALL REQUIREMENTS Q ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° C) o ( PREFERRED METHOD ° 20 G A. STRAP— z DOUBLE 1» ATIHARDIwE ° ° RAFTER Q w 14 WIDE MIN. 8d NAIL AT 12" O.C. ON a W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT 4-J M FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL C CONNECTION o TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE WALL 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. o AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECITRONIER802.1T FOR CONVEN11ONALC SPACESGCEILINGTHEEJOISTS AND QUIREMENTS IN T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO �"� •�•J �' S i m p s o n Strong— Tie RAPIER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 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 USE LIVE L 0 A D '- 3 R 0 0 F RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C) 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn Cn W 3 SCALE: N.T.S. SIZE PER MOST RECENT ATALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL M 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 EDGES) TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o ANY POINT ALONG THE TOP DECKS 40 0 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR � WOOD STRUCTURAL WALLA. PASSENGER VEHICLE GARAGES 50 INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ® ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ) 3 LOAD REQUIREMENT. HIGH WIND EDITION ® g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS W ROOMS OTHER THAN SLEEPING ROOMS 40 FOR STORAGE PER FOOTNOTE b. SEE SEC110N R802.4.2 FOR 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AN (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGE CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER 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 I ('2 C O R N E R BRACING DETAIL TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. THE ATTIC AREA EXTERIOR C0RNER FRAMING OR FRAMED OPEN NGAIN ACCORDANSIBLECE NTHULL 0 sECTION 7 1TAIND AY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE F published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: 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 NUMBER OF NAILS g O municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLT'S 31 sheet no. 1 having jurisdiction and best standards of construction COMMON NAILS 1 - FLOOR g N +• All non engineered lumber to be Douglas Fir#2 or better practice. <u `, "` 0, LATERAL AND SHEAR LOADS 2 - FLOORS 5/8* ANCHOR BOLT'S 46 P 0< <��•-'"- / Wind Limitations-Section R301.2.1The RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bom Debris o alAmerican work a performed of thists 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 P 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 3.213). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any3. FOR THREE SECOND GUST WIND 9-16d EACH LAP 4. N NO CASE SHALL ANCHOR BOLT GREATER EXCEED 6N 130 MPH.FEET ON CENTER. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 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 Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. i__ TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a 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 Ir TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 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 m 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. Guards-Section R312 and/or the building as designed without the expressed written o « Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d PER 2X4 STUD 9 Y P ( ( ) Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not M Lo 3-16d PER 2X6 STUD Insulation-Section R316 less than $ 5 million and automobile liability and damage o- N4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be in Moisture Vapor Retarders-Section R318 N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. w FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous Of co Site Address-Section R319 insulation at all perimeter sills. Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d 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. I•^- ` 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 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. w 0 BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. 0 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 ` V 16"x8" poured concrete wall footings, 3000 test Energy Conversation Construction Code. All glazed area to be double 8d 6" EDGE 6" FlELD p„ g # « glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC / 2-1 3/4 x11 7/8 Microlam Girder (or 3 1/2"01 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier z Q GABLE ENDWALL RAKE OR RAKE TRUSS 'NIO GABLE OVERHANG 8d 6" EDGE / 6" FIELD P # P the Code's minimum standards. 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 'N1 STRUCTURAL OUTLOOKERS 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 0 Sd 4" EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS 'W LOOKOUT BLOCKS / Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 0 ! 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site V Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing ,J Pour no concrete on frozen ground or in freezing water. 0 6 8d " EDGE 12" FlELD Provide 3 1/2' steel lally columns. �- Q STRUCTURAL PANELS STUDS SPACED OF TO 16 OC / 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 CC I•-- 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 Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Q W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie r 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 Q v 1 Floor joists: see Foundation and Floor Plans, spacing as noted. Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTERW 2-2x6 ACO sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q �y Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" %4_041 LL Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING STRUCTURAL PANELS Overhangs as noted. 8d 6" EDGE 12" FIELD Vinyl vented soffits. « " 1' OR LESS RIM JOIST TO STUD CONNECTION USE: { MEMBER WITH 2-1/2" X 5 LAG Alluminum gutters and leaders. Siding: see Elevations. MTS 36, " _+ 16 O.C. lOd 6" EDGE 6" FIELD T ek housod s Table 3.1 3.9 WFCM. USE (4)-8d NAILS AT EACH END GREATER THAN 1" y"„ P• BOLTS AT 16 ON CENTER 1/2 plywood sheating, see fastening schedule, 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O.C. 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition Simpson Strong-Tie Tie `- 1/2" MR GWB in wet areas P 9 O RAFTER TO STUD CONNECTION USE: At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- 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 z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER Q Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" U 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: '-- Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six 6 fasteners per shingle section R905.2.5 16 O.C. USE 4-8D ( ) P n ( ) DECK POST TO GIRDER CONNECTION USE: Underlayment application (Section R905.2.7.)nailing see table 3.8 NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST ►► SIMPSON H-8 USE W/ONLY a " " percent slope), o �- CK MIN OVERLAP IS 12 / ANCHOR BOLT (14 ) 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 80 TO PLATE PLATE IN MTS12 ® EACH JOIST (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment All 0210 2X6 (SEEANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: 21 ATTACH T ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) �.e AT EACH DECK/PORCH JOIST underloyment felt layers with and starting at the eaves , fastened sufficiently to ,� hold in place. PORCH POST TO GIRDER USE: PS720 C-' SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: 1 HDUU overlapping H2.5A AT EACH ROOF RAFTER „ °� .• (14) SDS Ya„ X 3" W000 SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 2 7" MIN EMBEDMENT e o For roof slopes of four (4) units vertical in (12) units. 1TYPICAL PORCH DECK LEDGERN (SEE FOUNDATION PLANS A-3.1 AND Ice Protection Section R905.1.2 °D •• a A-3.2 FOR LOCATION ( ) CONNECTIONS 4 ° . o. • �, ) Underlayment in High wind (Section R905.1.1) r, . � (MINIMUM DOUBLE STUD) SIMSON STRONG - TIEg ( ) Flashin Section R905.2.8 STU Y2 BEARING PLATE e ' a° » » Chimney and firespaces - Chapter 10 •o °.°a °D ,' b r ° „ 1 1/4" COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report Mechanical - Chapter 12 DOUBLE 2X MIN. a, n =o ••a•°D ;o •°Q. ' •Q ,o " USE 4-8D N4ILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR ° n •� D . , D 0 Heaitng and cooling equipment - Chapter 14 BEAM °•°d , °. ° Exhaust Sustem - Chapter 15 >- ° , ^D gid°n� ° ;�• c�,n• °„j1,o••G �•°D Duct System - Chapter 16 .� z DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie D n D o D .,,o ' DA ►- °•° °•° °•°1.s„ n Chimneys and Vents - Chapter 18 AC4 4 71 IX :4 'X�M SS a °D Plumbing - Part VII AT EACH POST o 11 ° SEE PLAN 1 3/4„ IMUM Flood Zone - 301.2.4 a CO W EDGE DISTANCE '3•°° 9 D \HEAIER FLOOR TO FLOOR ° ' LSTA21 D Simpson Strong-Tie `. U CONNECTION KINC,STUDS CS20 1%" COILED Y2" THREADED ROD co ev STRAP. MIN 12" REQUIRED FOR STU 1/2-__-11l` SIMPSON STRONG - TIE DACE STUDS OVERLAP AT EACH CZ L SIMPSON STRONG-TIE STUD o 1 1/4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D AT EACH ROOF slDEcovER U NAILS AT EACH STUD RAFTER USE 8-16D I MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END, JACK TO SIL o ®® DISTANCE* . o 12" MIN OVERLAP PER RT2.5 - COMPONENT �~ -' sn-.a �•� ° MIN EDGE SHEET NO. STUD TO ROOF RAFTER STHD8 a.: ''" •'$:'• FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FORCONNECTIONS. ABT SMANUFACTURERS EACH POST FOOTING MINIM DISTANCE OR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION SILL PLATE TO RIM JOIST AND RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS