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Town of Southold Annex 9/10/2014 P.O.Box 1179 54375 Main Road ' ► �E Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37143 Date: 9/10/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1800 Westphalia Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 114.-7-12.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/28/2014 pursuant to which Building Permit No. 38822 dated 4/28/2014 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 two car garage(no plumbing or bathroom)as applied for per ZBA#6535, dated 3/25/2012. The certificate is issued to Hall,David&Chamas Hall, Suzanne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38822 9/9/2014 PLUMBERS CERTIFICATION DATED Au ed ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38822 Date: 4/28/2014 Permission is hereby granted to: Hall, David & Charnas Hall, Suzanne 1800 Westphalia Ave Mattituck, NY 11952 To: Construct an accessory 2 car garage, without plumbing, per ZBA decision #6535 as applied for. Replaces expired BP 37129 At premises located at: 1800 Westphalia Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 114.-7-12.3 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 10/28/2015. Fees: PERMIT RENEWAL $587.60 Total: $587.60 uildi g Inspector 04 TOWN OF SOUTHOLD i BUILDING DEPARTMENT TOWN CLERK'S OFFICE LDA,# 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#: 37129 Date: 4/10/2012 Permission is hereby granted to: DAVID & SUZANNE HALL 1800 WESTPHALIA AVENUE MATTITUCK, NY 11952 To: construct an accessorytwo car arae without plumbing,garage, p g, per ZBA decision #6535 as applied for At premises located at: 1800 WESTPHALIA AVENUE MATTITUCK SCTM # 473889 Sec/Block/Lot# 114.-7-12.3 Pursuant to application dated 3/29/2012 and approved by the Building Inspector. To expire on 10/10/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $587.60 CO -ACCESSORY BUILDING $50.00 Total: $637.60 /ate Building Inspector form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. 3 - 29 - 1 V _ New Construction: Old or Pre-existing Building: (check one) Location of Property: r phaj_ C A-� House No. Street ( , Hamlet Owner or Owners of Property: �y U 1/- Suffolk County Tax Map No 1000, Section //cf Block 7 Lot J� 3 Subdivision Filed Map. Lot: Permit No. j l]1 2j Date of Permit. y'/a " j Z Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 A roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 o�yCow�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hall Address: 1800 Westphalia Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 38822 Section: 114 Block: 7 Lot: 12.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 30a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature:VDate: Sept 9 2014 81-Cert Electrical Compliance Form.xls 3 OF SOpryol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ZINSPECTION DATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] CAULKIN REMARKS: � G s� o i DATE °, INSPECTOR Z/L w TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ >FOUND 1ST [ ] ROUGH PLUMBING [ DATION 2ND [ ) INSULATION ING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ) CODE VIOLATION [ ] CAULKING REMARKS: 4jc-�o ki- C� DATE l INSPECTOR i �y�OF SO(/jyo 2 ,moo to N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU LUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL A [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY CTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: arc DATE INSPECTOR , DATZ c N04WTs• FOUNP�Pi�'ION(1SZ�.. S. l..l . FOYTI ?MON(2M) O PLUII�TNG � ,�C • G STATE WMGY CbDR FINAL ' aid ADDITIONAZ CONXIENTS . rn z C> TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board proval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 9742_2 Check Septic Form N.Y.S.D.E.C. .Ti7i""SOV&.0 I ID '� Flood Permit Examined 20—J-- �— Storm-Water Assessment Form MAR 2 9 2012 contact: Approved -�i>20 Mail to: Disapproved a/c BLDG. DEPT. TOWN OF SOUTHOLD Phone: Expiration 16 20� Building Inspector APPLICATION FOR BUILDING PERMIT Date �1• , 20 NP INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si ature of applicant or n e,if a corporation) (M 'ling ad s of applicant) f-q State whether applicant is owner, lessee, agent, architect, engineer, general n actor, elec}r"rician,plumber or builder Name of owner of premises (As on the tax&II or est deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �4. House Number Street Hamlet County Tax Map No. 1000 Section Block 100' Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of pro sed construction: a. Existing use and occupancy b. Intended use and occupancAl- d `-3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description 4. Estimated Cost � ®00 Fee � — (To be paid on filing this application) 5. If dwelling, number of dwelling units W.A. Number of dwelling units on each floor If garage, number of cars �- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofisting structures, if any: Front FJ Rear Depth ��s Height 6FFML6, Number of Stories �tructure Dimensions of same with alterations or additions: Front_��' Rear. Depth 1AP Height �J' t�Li - Number of Stories 8. Dimensions of entire new con5ruc �t 2A4444 IL1- N Rear N Depth ;�Zrd 1 Height 01 J.L -�- _ Number of Stories .01 9. Size of lot: Front Z,. $ Rear ;Z60'®• Depth (9:90- 06P 10. Date of Purchase ;2.'44A'0 00 Name of Former Owner 1-�( • 1/ +'' ✓ _c' 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES INO 'e" r av z4' ' �'�/Vu i 1 ar1.J 13. Will lot be re-graded? YES NOyl Will excess fill be removed from premises?YES NOA/- --t 14.Names of Owner of premises13:p M• 14*-v Address N•Y._N.Y t omd'SPhone N . 41!52. 4,41 Name of Architect Address Phone N GSA) �� jjz Name of Contractor G ra V O Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOW/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BB QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO / * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on.survey. 18. Are there any covenants and restrictions with respect to thisproperty? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the -1 (Contractor,Agent,Co orate O cer, 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 201 � RA H. TANDY Notary Public N ar Public, State Of New York Signature of Applicant No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 LS A' FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 29, 2011 TO: Frank Notaro for D & SHall P O Box 93 Mattituck, NY 11952 Please take notice that your application dated November 21, 2011 For permit for an accessory inground swimming pool&garage at Location of property 1800 Westphalia Rd., Mattituck, NY County Tax Map No. 1000—Section 114 Block 7 Lot 12.3 Is returned herewith and disapproved on the following grounds: The proposed construction of an accessory inaround swimming pool and accessory aaraae is not permitted pursuant to Article 11I, Section 280-15 In the AC & Low Density Residential Districts accessory buildings and structures shall be located in the required rear yard subject to the following requirements: The site elan indicates the swimming tool & garage are located in the front yard Also, pursuant to 280-15(C) the accessory garage is not permitted since such buildings shall not exceed 750 N. ft on lots 20,000 to 60,000 sq ft The proposed para-e on this 30,715 N. ftlot measures approximately 819 sq ft ermit Examiner ------------------__ __ _- - sr _-_-- ------_—_=__-__-- _- _ ____ ry-1 -Y_==�__ _ _ -_-_t_=___`=_r._' a_---=_- T _ lZMEAR III��IIII IIIIIf NMI_ ===-HI: t {{ t _ it :":-:.:. -: affn __:_: �.,n. -:�-. _ �_-{.. _ _ _ __-___- ._....-•----_,-•----•...-.__ -� iii.= mom m IIIIII I I�I II — — I�III - �IIIILIII III .12 4 1 ---------- RECEIVED m -- —--— -— JAN 25 20-9 BOARD OF APPEALS ATTIC FLOOR PLAN FIRST FLOOR PLAN ;UEpl�tc FINAL MAP REVIEWED BY ZBA SEE pEC1 im"#L6N DATED 3 JL OFFICE SET — 1.2..1,2+ HOARD MEMBERS JF Soar Southold Town Hall Leslie Kanes Weisman,Chairperson O�� y� 53095 Main Road -P.O. Box 1179 l0 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �O • �O 54375 Main Road(at Youngs Avenue) Ken Schneider Own Southold,NY 11971 http://southoIdtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 15,2012 ZBA FILE: 6535 NAME OF APPLICANT: David M. Hall PROPERTY LOCATION: 1800 Westphalia Rd., Mattituck,NY SCTM: 1000-114-7-12.3 SEORA 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. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 30,715 parcel in the R-40 Zone. The northerly lot line measures 100ft., the easterly lot line measures 260ft. The southerly lot line measures 128.12ft along Westphalia Rd., and the westerly lot line measures 258.58 along a private ROW. The property is improved with a single family dwelling with a deck, and an accessory shed, as shown, with proposed new garage and pool, on the site survey drawn by John T. Metzger, Licensed Surveyor, dated Nov. 7, 2011, last revised Feb 3,2012. BASIS OF APPLICATION: Request for Variance from Article III Code Section 280-15 and 15(C)and the Building Inspector's November 29, 2011 Notice of Disapproval based on an application for building permit for an accessory in-ground swimming pool and accessory garage; 1) accessories are proposed in other than the code required rear yard,2) proposed accessory garage at more than the code required maximum square footage of 750 sq. ft. on lots 20,000-60,000 sq. ft. RELIEF REQUESTED: The applicant requests two variances to construct a 819 sq. ft. accessory garage in a front yard area, when Town Code allows a maximum 750 sq. ft. size and to be located in a rear yard area; and another variance to construct an in ground pool in a front yard area, when Code requires accessory structures to be located in a rear yard. ADDITIONAL INFORMATION: An adjacent neighbor, on a downhill grade from the applicant's property, was present at each public hearing to express concerns about runoff,and asking for on site containment of storm water. AMENDED APPLICATION: During the hearing,the applicant was asked to address the concerns of the adjoining neighbor regarding the drainage from his property onto hers. The applicant on February 14, 2012 submitted a site plan showing two dry wells added to contain storm water runoff on site, and the removal of an impervious problematic sidewalk, bringing the plan into more conformity with the codes. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2, 2012, and March 1, 2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal Page 2 of 3—March 15,2012 EBA File#6535-Hall CTM: 1000-114-7-12.3 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 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant has a very small rear yard, and two comparatively large front yards due to the original placement of the existing single-family dwelling on the subject property. This excludes any rear yard location for the proposed garage and pool. Because a garage and a pool are customary and incidental accessory structures to single family dwellings, and because these proposed structures will have large setbacks, the placement in the front yard area is in accord with the existing residential character of the neighborhood. 2. Town Law 4267-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. The applicant has insufficient rear yard for a garage or pool. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code required rear yard placement of accessory structures.The increased size of the proposed garage is 69 sq. ft. or 9.2% more than allowed by code,and is substantial in the context of a proposed nonconforming front yard location. However, the large front yard setbacks for the garage and pool mitigate the fact that these accessory structures should, according to Code, be located with a rear yard area. 4. Town Law 4267-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 applicant took care to address actual and potential downhill storm water runoff onto adjacent property, and proposes appropriate on site containment of storm water with the installation of drywells and downspouts. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created because 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 4267-b. Grant of the requested relief, with the mitigating drainage proposal, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage and in-ground swimming pool 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-B, motion was offered by Member Horning, seconded by Member Goehringer, and duly carried, to GRANT, the variance/variances as applied for, and shown on the survey prepared by John T. Metzger, L.S. Peconic Surveyors dated November 7 ,2011 last revised February 3, 2012 and the drawings prepared by Architechnologies, Frank Notaro, Architect, labeled pages A-1 through A-3 last revised 1-26-12. 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 andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under 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. Page 3 of 3—March 15,2012 -ZBA Fileli6535-Hall CTM: 1000-114-7-12.3 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. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Schneider, Dinizio,Horning. This Resolution was duly adopted(5-0). Leslie Kanes eisman, airperson Approved for filing /� 0 /2012 i I Town of Southold Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM �► PROPERTY LOCATION: S.C.TAL hl: THE FOLLOWINt3 ACTIONS MAY REQUIRE THE SURMISSION OF A fl�l STORM-WATER,�iRADINGr DRAINAOE AND EROSION CONTROL PLAN �s Ttr cT" 3s�oafc Z'ot— CERTIFIED BY A 0E81tiN PROFES ZONAL iN THE STATE OF NEW YORK. i SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Tota)Area of the Project Parcels? Will this Project Retain Al Sionn-Water Run-Orf (Include Total Area of all Parcels located within L' the Scope of Work for Proposed Construction) 30 7j� 'M` • Generated by a Two(2')Inch Rainfall on Site? (S.F.t Acres) 4 (This herrn will include all nun-off created by site VEI b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all andlor Ground Disturbance for the proposed ) 7F G 461. � Site Improvements and the permanent creation of construction activity? (S.F./Mee) In)perVlOUt±Surfaces.) i PROVIDE BRIEF PROJECT DESCRIPTION mmwft A&t-w Pam w Naedee) 2 Does the Site Plan and/o1 Survey Show All Proposed / Drainage Structures indicating Size&Location?This a Item shall include all Proposed Grade Manges and o'-6 Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion Zg'A and sediment control practices that will be used to 7� control site erosion and storm water discharges. This —` br I to Time Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or / Excavation where there Is a change to the Natural Existing Grade Involving more than 200 Cubic Yards VVV_ �,�1` . 1 taw1"1 of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities / r�fiN �r tw it �(> Encompassing an Area In Excess of Five Thousand (5.000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Tnlstess jurisdiction ❑ General ttEC SWPPP uirennenta: or within One Hundred(100')feet of a Wetland or -- Sr4mhigebrh of a SWPPP is required for al Constnxtion activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of lend; which Exceed Fifteen(15)fest Of Vertical Rise to lncWlrlg Constntcfion activities involving sal disturbances of less than one(1)acre where El the DEC has determined that a SPDES permit is required for storm water discharges. One Hundred(100')of Horizontal Distance? (SWPPP*SON meet the Minimum Requirements of the SPDM General Permit Will Driveways, � for SWM Water Dischergm from Construction a ti ty-Permit No.ame-1e-001.) s �Parking Areas or other Impervious I 1.The Pp mall Surfaces be Sloped to Direct Storm Water Run-Off a ixropar�d prior b the subnd of the NO.The Nol shall be into and/or in the direction of a Town tight-of-way? Submitted to the Department prior to the commencement of construction activity. 2-The SWPPP shag describe the erosion and sediment control practices and whom 9 Will this Project Require the Placement of Material, required.post construdlon storm water nwwasrnent practices that will be used andfar Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure item Within the Town Right-of-Way,or Road Shoulder compiferroe with the terms and conditions of this permiL In addition.the SWPPP shall Idannry Potential sources of pollution which may maeonaW be Wooled to affect the Area?(nine nom Wal NOT rndude rhe thawoun of mveww Apemm) I quardY of storm water disc harge& NOTE: E Any Answer to questions One tivuugh Nine Is Answered with a Chw*Mirk 3.All SWPPPS that require the post-construction storm water management practice in a Box and the construction sits dtsthabance is between 5.11411rea S.F.&1 Acre in a , component shall be prepared by a qualitad Design Professional Licensed in Now York a Sto—Maw.Grading.Drainage.$Erosion Control Plan Is Requked by the Town of dint Is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be submitted for Rwiew Prior to Issuance of Any Building PermIL i (NOTE: A Check Mark(,h www Answer for each Ouesom is requked for a cam0ft App k0m) STATE OF NEW YORK, COUNTYOF...........................................SS i That X, . ' ..... " being duly sworn,deposes and says that he/she;s the applicant for Permit, AndthatrQshe is the .................................................................. ..... (owner.Contractor ... .................................................................................. Corperete ONCer,etc.} Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me ills;01.1 en I ..........l............... dayof.....�!.�!"'!...�.. ... a�. Notary Public: ........... ublic: ........... ................................. BARBARA H. TANDY ... .............. .... .. ......................................... (Signature of Appgcent) FORM - 06110 Notary uI , In,Yolk No. 01?A6086001 i Qualified In Suffolk County Commission Expires 01/13/20 �S i pF SQl/lyol � o TO1 Hall hex [ Telephone(631)765-1802 54375 Main Road � ppp229goP.O.Box 1179 roger.richert( n.souhltl ny us j Southold,NY 11971-0959 ly�DUNi'I,�� - - I is BUILDING DEPARTMENT i TOWN OF SOUTHOLD ! APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: (o Q w Company Name: ~` Name: lJ 22/ Lam License No.: S" G Address: �' 19 -7 / phone No.: S �. is JOBSITE INFORMATION: (*Indicates required information) *Name: �AF *Address: /Qfr� .r�E:S A LY A T_1_/7—d C-/,-, //9,1 *Cross Street: *Phone No.: - Permit No.: Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (.�� I�A �o � -- �b {� .S'� t� ,0 til•�� (.,:,?'S • (Please Circle All That Apply) Is job ready for inspection: NO. rCRough�In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meter; Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 3 .82=Request for Inspection Form - �,0 SO(/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Cn � Southold,NY 11971-0959 fly �Q enum% August 15, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD David Hall 1800 Westphalia Ave Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38822 — Accessory Garage �'� I „- „ .,v �. - _ ,. ,: �,w. .- �. . �: SURVEY OF PROPERTY AREA = 30,715 SQ. FT. A T MA TTIT UCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. Q 1000-114-07-12.3 N ��'� SCALE 1A=40' WELL NOVEMBER 7, 2011 • NOV. 16 2011 trevislohsJ Fs. 3, 212 M=IONSP CP. PROPOSED NEW SEPTIC SYSTEM (6 BEDROOMS) \� I - 1500 GAL. PRECAST CYLINDRICAL SEPTIC TANK 8' ♦ = 5'LXX)V DEPTH q x`10 2 - LEACHVI6 POOLS 8' 0 x 8'DEEP 6 DOMES WITH S,p Ri 3' SAND COLLAR ISIV) 3'MM, ABOVE GROUND h44T �tigRo o, WA TER CP. EXISTIMG CESSPOOLS TO REMOVED Oq sx 9ZS• Sy'�Pr WELL `fi??O 150'+ CP. ti 11.(b ^ CIO .00, 4l ti 3.'� 1 Fl 9Oct," O' Dei J�� PO�f i ASPHALT ���, q `�3. rye, 7• ryp. O� -.. �T H � ,�'^=r. ''•��//lam . � �C� ®` ? 0' SHED EL.20.2' s OQOv 9� ti •� Quo �' PRO/0 S rD1 12 Q ? GARAG V - ; \IL AftWELL PA Off Qo�, 0, (oy TEST HOLE DATA '1 2� / 11� + VNf) �� MCDOIdALD GEOSCIENCE 10/28/2011 4Y �Ja �,\,� �� ��? •3 EL. 2a2' a5' DARK eRom Laur OL BRONN 9L 7Y S4AV SW a A^ '� • PALE BROWN fAE SAND 9D Post 5.0 N,ObO,00„ Roil Fence qr 17' 0 coR NO WArm ENCaiNERED W Gf PST P 0.4' .4w wq�� ,S,� r28 1-2' oaf, 0.1•w 7y 1-2'I •• ZZ,4 0'�� CLEL' X34' 23.6' �Q � 1 1440 SEPTIC 150'+ v WELLG OFEP BFCP/�S V' ELEVA 710NS ARE REFERENCED TO AN ASSUMED DA TUM Co A�- INO pZ I am familiar with the STANDARDS FOR APPROVAL AND CONSIRUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the ;"1r permit to construct. The location of wells and cesspools shown hereon are LAND from Feld observations and or from data obtained from others. N.Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PECONIC SW VEYORS, P C. OF SECTION 7209 OF THE NEW YORK STA 7E EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVI5I01V 2. ALL CERnFICA17ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ■ = MONUMENT 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR e = REBAR 11-,217 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 PLUMBING LEGEND DOOR SCHEDULE NOTE: CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL 5 GENERALNOTES ELECTRICAL LEGEND P LU CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, ACCORDANCE WITH THE RULES & PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS FIRST/SECOND FL.- EXTERIOR DOORS - PELLA- "ARCHITECT SERIES" U.O.N. CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACC p ~� 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FED , STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: Z IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE 0. LL COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR 2. BEFORE COMMENCEMENT OF WORK, THE GEN L. CONTRACTOR SHA ER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL FIRST FLOOR: THERMATRU r.U FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWN WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. INSURANCE AND WORKERS COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING O 3'-0" T-0" MDF/INSUL. RIGHT FOYER D RAW I N G LIST INVOLVED IN THE CONSTRUCTION. INSULATION (TYP. ALL AREAS) OF ALL SUBCONTRACTORS THERMA-TRU - "FIBERCLASSIC" INSUL. RAISED PANEL OR APPROVED EQUAL ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND U RECESSED DOWNLIGHTS TO BE LIGHTOLIER OR APP. EQ. TRIM -WIHITE. PROVIDE FROST FREE HOSE BIBS. „ „ A-1 COMPOSITE CONSTRUCTION PLAN CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY HB 2O 3-O 7-0 MDF/INSUL. RIGHT PART. BATH � 00 VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. O SHOWER HEAD (FROST FREE SHOWER BODY) O O i3 00 DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. S THERMA-TRU - FIBERCLASSIC INSUL. RAISED PANEL OR APPROVED EQUAL A-2 COMPOSITE FDN /FRAMING PLAN 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ALL SUPPLY&WASTE LINES ARE TO BE SUPPLIED W/ DRAINS ON THE DRAWINGS UNLESS OTHERWISE NOTED. 3 3-O 7-0 MDF/F.P.S.C. RIGHT GARAGE z a OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: O �� � �� A-3 BUILDING ELEVATIONS PLAN ry 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., &SHOWER CONTROLS. THERMA-TRU - "FIBERCLASSIC" INSUL. RAISED PANEL OR APPROVED EQUAL n AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, DUPLEX ELECTRICAL RECEPTACLE FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES A-4 BUILDING SECTION/ELEV. PLAN 04 2 BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO $DD DOUBLE DUPLEX ELECTRICAL RECEPTACLE OF FIXTURES SELECTED. 4O 3'-0" 7'-0" MDF/F.P.S.C. LEFT GARAGE TO ALL APPLICABLE CODES. SEPARATE CIRCUIT RECEPTACLE Gbsc DUPLEX SE THERMA-TRU - "FIBERCLASSIC" INSUL. RAISED PANEL OR APPROVED EQUAL W 6. THE GEN L. CONTRACTOR SHALL PAY FOR ALL PERMITS FEES, &COSTS DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT , FI DU ,_ �� �_ �, "CLOPAY"CUSTOM RAISED PANEL \ U to N RELATED TO THE WORK OF THIS CONTRACT. GEN L. CONTRACTOR SHALL (PG FI ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE O 9 0 8 0 GARAGE �FL. LIFETIME GAR. DR./2 H.P. OPENER THIS CONTRACT UNLESS OTHERWISE NOTED. LEGEND O 0 00 9'-O" 8'-O" "CLOPAY"CUSTOM RAISED PANEL GARAGE LIFETIME GAR. DR./2 H.P. OPENER � F4 SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES WALL SWITCH CONSTRUCTION 7. THE SUB-CO \ U ry CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH O BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. RECESSED DOOR ACTIVATED SWITCH ® NEW EXTERIOR PARTITION - 2"X 4"WOOD STUD WALL W/ 1/2" CDX TILE LEGEND ~ Ai �D $Ds \\\\\\\\\\\\PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). \ 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL RECESSED DOWNLIGHT (100W) " LIGHTOLIER" OR APP. EQ. PROV. 5" EXPOSURE VINYL"CEDAR IMPRESSIONS" BY CERTAINTEED \ \ CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY \ \\ EXTERIOR RECESSED DOWNLIGHT (1 OOW) " LIGHTOLIER" OR APP. EQ. OR APP. EQ. (TYPICAL ALL AREAS). ® 1 O" CERAMIC TILE- "AMERICAN GLEAN" TILE OR APP. EQUAL. TILE \\ OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. PROV. 1" POLY. FOIL FA. FOAM - ENTIRE EXTERIOR FACE BORDER W/20" TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT \\ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL CEILING MOUNTED JUNCTION BOX " WINDOW SCHEDULE PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. B ® NEW INTERIOR PARTITION - 2 X 4 WOOD STUD WALL W/ 1/2 CDX BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF \\ OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. X INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWEDITAPED BOTH SIDES. ADDITIVE MIXED IN. JOISTS AT ALL OP �B INTERIOR TRIM - 3 1/2 SQUARE POPLAR TRIM W/OGEE ROUTE \ ` WALL MOUNTED JUNCTION BO ® 6 X 6 CERAMIC TILE - AMERICAN GLEAN TILE OR APP. EQUAL. TILE 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. ON ALL DOORS/WINDOWS ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT BORDER W/20 TILE ON A 45 TO BE INSTALLED OVER 1/2 CEMENT WALL MOUNTED DUAL SPOTLIGHT 6" SQUARE POPLAR BASE W/OGEE "ROUTE". BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF \\\ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. JB ,SHEDDING GLASSSIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INIT. JAMBS, NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT ALL WINDOWS W/ BOTTOM SILL, U.O.N. ADDITIVE MIXED IN. \\ 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL -OF WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL t&TRUE SCENE SCREENS WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD, FOR ALL AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST AREA RECEIVING TILE, INCLUDING FLOORS. ROUGH ROUGH ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. _0EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNITANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME WIDTH HEIGHT OR APP. EQUAL. &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. s Q NEW TELEPHONE RECEPTACLE N. 2-811 2'-4 7/8" 1 CASEMENT ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE A CX 125 SIM.DSITES 16 T ADDITIVE. BO CX 135 LEs'v' 2'-8" 3'-53/8" 2 CASEMENT HARDWOOD CENTRAL - EXISTING TO REMAIN, SAND & NOTE *sD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CETRAL ® CX 14 CONTROL BOX. EX. FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). © LrrES_�• 2'-8" 4'-0 1/2" 5 CASEMENT LRES NOTE: PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION ® HARDWOOD FLOORING - #1 RED OAK 2 1/4"W.,15LB. FELT UNDERLAY. G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT. & EXT. CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. SUB-FLOOR - 3/4"THICK PLYWOOD GLUED AND NAILED. DOORS PRIOR TO ORDERING. DESIGN. ALL THE LOAD CALCULATIONS & STRUCTURAL PLANS COMPLY SUB-FLOOR - 1/2"THICK CONIC. BD. GLUED AND NAILED (TILE AREAS). G.C. TO VERIFY ALL SIZES, STYLES, TYPES, &EGRESS COMPLIANCE: WITH ALL OF NEE W YORK CONSTRUCTION CODE BASED ON (AF&PA) Li NOTE: FLOORING TO MATCH EXISTING OF ALL INT. & EXT. WINDOWS PRIOR TO ORDER. FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. r 1Ir v 0 ' Z 0 ANW r & TOWN CODE __ _ g_i�:� i`l r- hf� Q Sa1TM0EDI ZBA _ ...:a W W r n -_. ,...,. SOtlmD TowN TpvSTEES f- _- -. N.Y.S. Q DFC <I 0 W ELECTRICAL �w rr INSPECTION REQUIRED � a Y o Jo SEC."AI, SEC."A" a -932 321-911. " ZD AS NOTED Q B.P. # B B J B,B JB„C S HB GFI TIFY BUILDING DEOARTMENT AT 765-1802 8 ANI TO 4 PM FOR THE GFI I HOLLOWING INSPECTIONS: \ \ I 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE (STORAGE) PROPOSED � � 2. ROUGH-FRAMING,PLUMBING, 8 _ STRAPPING, ELECTRICAL&CAULKING p` A, E /L – _ _ 3. INSULATION —_ 4. FINAL-CONSTRUCTION &ELECTRICAL 777= L MUST BE COMPLETE + I ALL CONSTRUCTION SHALL THE w _ REQUIREMENTS OF THE CODES OF NEW s P �$' _ +_ __ , –4JB YORK STATE. NOT RESPONSIBLE FOR C EA , I DESIGN OR CONSTRUCTION ERRORS. Z 0 HEAVY DUTY PULL DN. STAIR ATTIC AREA7 BY"BESSLER” #26 SERIES. I PROPOSED ' RETAIN STORM WATER RUNOFF HEAVY DUTY PULL DN. STAIR i QARAGE B PURSUAOT T2 CHAPTER 236 m r ABOVE BY"BESSLER" #26 SERIES. �� 2a'-o"x 25','-3° �� 0 W PROPOSED U� THE TOWN CI�DE. Q 25' Dir — `�'JB I! OLL 1 / \ D� \ I UP \ '10'_S' / ' GARAGE I _GARAGE / DR.CPR. DR.OPR. B r P \ _ W 160-3 3-� -3 3 ----� SC sc I '` D nl 7' 1 4LL DN.6" / O OF. I EQ. I EQ. // �l} 4'-7„ f L (STORAGE) `�'JB V.I.F. I '`� ::\ \�� ow ow m N 3 0 0W DN.6 Ill Ir oIr o� oIr r JB„D„ C / 5� GFI 6� II JB"A" — LL _LL _LL _LL r r- 7 cm II II SEC.11 A 11 Lo T r SEC."All /`1 SCALE: 1/411 1 1011 R PLAN NOTE: FIRST FLOOR PLAN ATTIC, F LO O REF. TO FRAMING PLANS A.2, &A.3 OFFICE SET DWG. NAME: FOR STRUCTURAL FRAMING INFO. 3.27 .1 2 COMPOSITE CONSTRUCTION PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART �_ OR WHOLE IS STRICTLY PROHIBITED BY LAW. rr11�� NOTE: ` W CONTRACTOR TO NOTIFY THE ARCHITECT r T, V OF ANY AND ALL REVISIONS DUE TO FIELD w CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE SEC.�IAII SEC."A" CONSTRUCT. DRAWINGS/SPECIFICATIONS.% \ z rF v � U I� - - - - - _ _ _ _ - - - - - - - T1 - - - - - Tl �l � - 1TTTT1 TI II II II I- - - - - TT N I I z 0 I� - - - -- - -- -- - � �I - -- - -- - U . . 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WALL BELOW P. \� II I I 11 0 0 0 I 0 0 Q Q Q I Q Q IF II II II II II II II II II II II II II II � II II II II II II II II �I II II II II II II II II II II II II II II II II II II II II II II IT �I LL TIF N N iL 1� �I II II II II II II II II II II II II II � II II II II II II II II II I� �I II II II � II II II II II II II II II I� W 1� �I II II II II II II II II II II �I I� ; � �► I o I� IL JL JT Jl �I =11 =IJ = JI_ I� lL JL 1� �T JL �I =11 = 11= II_ I� JL - TI �I } SEC,II/�II "All 0 W / , o W z 0 CEILING FRAMING PLAI`�I ROOF FRAMING PLAN Q W Q = 0 THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY (Y F-- ONLY& IS NOT INTENDED TO BE SCALED. ONLY& IS NOT INTENDED TO BE SCALED. Q LJ 0 � 0 rr W O I U SEC."A" � � D SEC."All ' " Q 32'-9" _ 7 _ -------------,--------------,,------t. ---,!- -------- t•-�`,•----------54 '- -•• W. ---------------------- ------------ 4„ I • I I a 'm 1j TION WALL I I I ';,' WITH 11-101,W. X V-0AD P. CONC. I �� 1 I I 1 I FOOTING (CONT.) W/W W.M. IN v _ — _ o WALL AND FOOTING. (5 WALL) d — = S — _ _ _ _ FIRST FL. WALL BELOW P. 1 1 36" BELOW FIN. GRADE (TYPICAL) o" a r a r Q r Q II I I x LL 1 1 I ,• I N � � I � � W . 1 I I ''.' I PROV. 5 8" DIA. X 10" L. STL. BOLTS li i u a PROV. FIRE-STOP BLOCKING p I THRU SILL PL. OF LIGHT FRAME o" o" I o V o" < 8'-0" O.C. (TYP. ALL AREAS). 0 I I CONST. EMBEDDED INTO CONC. 1 •; I 2'-0"W. X 2'-0"W. X 1'-O" 2'-0"W. X 2'-O'W. X V-0" I ', I x x x x _ 2- P. CONC. FOOTING. D. P. CONC. FOOTING. i I @ NO MORE THAN 3-0 O.C. & 1 -0 — _ AWAY FROM ALL CORNERS. (TYP. N N I N iv p (TYPICAL 4 FOOTINGS) I (TYPICAL 4 FOOTINGS) I I ALL NEW FOUNDATION AREAS) PROV. 2-1 3/4"X 9 1/2" MICROLAMLVL —I I I I I I (FLUOVER ALL SH WITH RIVM JOIST)(TYP. ALL) m 3 PROV. 2-1 3/4" X 9 1/2 MICROLAM 0 W LVL GIRDER (CONTINUOUS) I ~� I �, ti,-� I f'.� • ;•-] I I PROV. 2-1 3 4" X 9 1 2" MICROLAM wQ 1 I �,.:.�•:� ':� I....':::: •'•;� — 1 LVL GIRDER (FLUSH) 25 D� I I I I 1 I .� � I •�. I SECOND FL. WALL ABOVELL P. 1 I I — I r �� 5" P. CONCRETE SLAB W W.W.M. p r I , I I 3 1 2 DIA. STRUCT. STL. I I THROUGHOUT OVER TAMPED J. COLUMN. (TYP. 4 LOC.) I 'I I GRAVEL BASE. PROV. HAUNCH N N U U I U U m 3 1/2" DIA. STRUCT. STL. I I 1 SLAB AT BOTH GARAGE DOORS. 0 O O_ 0 LL j I COLUMN. (TYP. 4 LOC.) 1 I m� m� I m� m� W00 13_3.. I i ;• i 0 ra r ra} a} > W J LL F LL I LL F LL F ? p 1 1 — — — L — — — r 0' 1 — — .� I I x x x x H Z I I li I N a a a W W 23._1 I Ov I J J Q I N IL(�t��� U3 U COQ m� 1 ., 5.3 I •• I y OW 0 OW OW V-5 I '' ` pW pW pW pW 9.3, 1 g ------ 9I-3– -- -- I y 1 �HN r �t .:.;` W W W W -------------- -1----F-- - �� ALL �LL 0)LL TLL r I % rL p r0 r r N W r r T- D D O lQ r In i.�• �5 T N r N n II =-�-.-,i ,SEC "All SEC. A _ SCALE: 1/411=1'O" PLAN NOTE: SECOND FLOOR DECK FRAMING PLAN FOUNDATION REF. TO FRAMING PLANS A.2, &A.3 OFFICE SET DWG. NAME: FOR STRUCTURAL FRAMING INFO. 3'27' 1 2 COMPOSITE THIS DRAWING IS FOR REFERENCE ONLY FRAMING PLAN ONLY& IS NOT INTENDED TO BE SCALED. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A _TllUSFR TO TOPS/R LAT E PROV. DBL,. 2" X 6"ACQTRUSSBRACINII 11 cMTs,z> � Z SILL PLATE (TYP.) WAL1, L 10" P. CONC. FOUNDATION STUD v 11 V WALL. PROW. MIN. 8" FDN.EXPOSURE'ABOVE FIN. GRADE WALL IN SIMPSON HL35 KANT-SAG LSTI22 OR SHEATHING O , N HEAVY-DUTY IMPSON LSTA21 STRAP RI �1 ` �1 ANGLE BRACKET WITH (16) 10d X 1 1/2 FASTENER (TYP. ALL AREAS) �: "' '" ' O1 RIDGE i CAI bi I�'i ' CONNECTION OF WALL Z BEAM (STRAP REQUIRED FOR 16"JOIST _ (3) 2 X 10 I L11 ,I STUD TO STUD p 1- 1 SCREW THROUGH IWINDOW �� SHEATHING TO WINDOW (cs,e) DEPTH OR MEMBERS WITH SLOPE -'� BRACE AT EACH FADER i i bi HEADER 100NAJL3OR I \ U , DBL. MICROLLAM PROV. WATER BARRIER BETWEEN - v;•; - FLANGE ' 18d SINKERS 1 STUD TO BAND JOIST o ° HEADER OF 7/12 OR GREATER). T; , HEADER ANCHORAGE I 3"O.C.VERTICAL 1 (CBIS) C)0 FOUNDATION WALL &ACQ. RIM JOIST. ' ONNECTION OF WALL <"o.c.HORI20 AL V 1Nf 0.75"X 33 MIL li'� I " „ (Lsrn,a) I I I SHEATHING TO 2 X 6 STUDS • �b I STRONG-WALL y I)1 I (S7HyEpARWALL � � H � EACH CORNER) I N 2"X 10" R.R. ���••', � ��-' � �r( PROV. 2 CONTINUOUS # 4 I' PROV.117/0"BOX BEAM t) M RE-BAR. (TYP. ALL AREAS) JACK PFIDOWIACHED I �I PHDB WITH BLL PLATE TO y STUDS �'A rse°NERS<3' PLATDA' USP ON i HBPS/LBPS)FASTENIERS \ ' FILL OUNDATON SILL PLATE TO (BP) FOUNDATION USING USP BEARING PROV.METAL FLASHING U Ch N PLATE FASTENERS AT ALL WINDOWSILLS, O1 l� METAL FASTENER SCHEDULE E--I M N CORNER CONNECTION 132 CONNECTION OF RIGDE 131 FOUNDATION DETAIL �;D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 1 1 (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER A-3 A-3 H"'� eJ a EXAMPLE (EXAMPLE) (EXAMPLE)(EXAMPLE) ) (ALL STRAFING TO BE @ 16 O.C.) �������° �\\\ NAILING SCHEDULE FASTEST MILE WINDSPEED(MPH) RAFfER/CEIL01 ING JOIST TO TOP PLATE SILL OR BO-TTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS \\ GENERAL FLOOR PLAN NOTES LATERALANDSHEARCONNECTION RESISTING LATERAL&SHEAR LOADS PREB RIPTIVEDESIGNTABLE3.1(AMERICANFOREST&PAMMASSOCIATION PREBCPoPRVE DESIGN TABLE 3Y(MIERIGNFOREST&PAPER ABBOCIATON HLUUIHF-MI=NIZS PRE6CRIPTNE DESIGN TABLE 3.21 NTEMIATNE TO TABLE 32(AMEPoCAN FOREST a PAPER AB60OIATON) 1.DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS TDO NOT CONNECTION FASTENING SPACING 110 120 PREfiORIPTVE DESIGN SCALE DRAWINGS). NO. COMMON TA BLE3.SAALTERNATIVE TO TABLE S. 1/2'ANOHOR BOLTS 6T ANCHOR BOLTS 'T�wT� \\\\ 2.ALLINTERIOR WADS TO BE COVERS°WITH 1/2"GYPSUM BOARD WITH 1 RAFTER TO TOP PLATE(TOE-NAILLSO]®10'O.O. 3 Ed PER RAFTER U L B U L S (AMERICAN FOREST 6 PAPER ASSOCIATION) METAL CORNER REINFORCING TAPE.FLOAT,AND SAN❑(3HJOAT$). ONNECTION: NUMBER ROOFSPAN IMANCHOR BOUTS PA9fe3F-MILE WIN°SPEED EASIEST-MILE WIND ePEm 3.WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 6/8. 2 CEILING JOISTTO TOP PLATE 170-LED) 98d PER JOINT STORIES: �) REQUIRED GPALRYOF CONNECTION(B F -MIL D EED ('J /'•'� \\a\�\ FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH SW RETURN ON8 BLOCKING TO RAFTER(TOE-NAILED) ZHID ENp W 100 110 120 20 1013 110 +90 ADJACENT WALLS&CEILING.MANUFACTURED LUMBER REO.2 LAYERS EACH 2D 206 661 291 061 Ito 120 \\\ OF a/8'FIRE RATE°GVPBUM BOMO T RIM BOARD TO RAFTER(END-NAILED) 2-180 EACH END 4.ALL IBATH/TOILET AREA WALLS AND CLG.ADJ.TO WET AREAS TO HAVE &LLPATETO 336 0011414 BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MA%IMUM ANCFIOR BOLT WATER RESISTANT GYP.GO,OR WALL TLE SET ON CONIC.W.OR APP.EQ. 8 P PATE TO TOP PATE(FACE-WILED) 2-1613 PER FOOT FOU DATION � CONNECTION BUPPORTNG EDGE NAIL SPACING SPACING(IN.) SPADING ON.] 2 TOP PATE AT INTERSECTIONS(FACS.NAILED) 4.16° JOINTS-EACH BIDE ° EASCODES, 2 3¢ - A' 139 SILL PATS TO FOl1NDATO • \\\\ GENERAL FRAMING NOTES Io STUDTOSTUD(FACE-NAILED) 2-teD 2W O.C. 96 422 661 a 8 3 0 2STORIES ALL Za 66 (CRAWL SPACE OR BAHEMEFNT 11 IFEALIER TO HEADER(FACE-NAILED) 160 10"O.C.ALONG EDGES 24 206 6 1421 281 264 421 12 1 10 3 4 77 12 TOP OR BOTTOM PATE TO STUD OiN0.NAILED) 2-iSD PER 2 X 4 STUD ALLBOTTOM •IOD BCX NAILS CAN SE SUBSTRUR�FOR 3' 1B TB 1.ALL WALLS,27N'AND 2'X6',TO BE STUD GRADE OF BETTER I6"O,C., PATE 0, 260 3W SD COMMON NAILS. ALL LWAUURAMI-ANDr)RIALTOBE EGTUD RADC FIRORBETTA. 13 BOTTOM PATE TO FLOOR JOIST,BM1DJ018T,ENOJ018T FOUNDATION •WHEN OFJUN13 Jd9IH ARE INSTALL-ED PAAALLPL TO WALL PATfi TD FOIlNO1TICON• 1S STORIES LLOTHO FRAMING MATERIA CONTRACT WITH DOUGLAS OR MASONRY SLAB-ON-GRAO 2 32 314 Isa RAFTERS,THE BUM (BAH-ON-0RAaq 6' 36 6T TORE ODFCSS RAMINGIED. OR BLOCKING(RACE-NNLED) 2.1SO PER FOOT 96 366 N 463 OF THEI'OE NNl9IN THE RAFTER PND CEILING J018T SHAT-L EpUAL U - CONNECTOR WPLIFT LOAD. 3.PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO M.R. 14 JOIST TO SILL,TOP PLATE OR GIRDER(RDE-NAILED) 4-i6D PER J018T 4¢2 631 OR fO(CEtD THETABUATED NlR4BER OF NAILS L CONNECTOR LLATERAL LOAD.(PERPENDICULAR TO THE WALU JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. - REQUIRED. B CONNECTOR 83HEAR LOAD. ryARALLELTO THE WALU 18 BRIDGING TO JOIST(TOE-NAILED) 2-0D EACH ENO CONNECTOR UPLIFT L-CAL. 'TO AVOID SPLITTING NO MORETHAN 2 TOENAILS •ANCHORAGE REQUIRED TCO R6BIBT LATERA LOADS WALL BE DETERMINED IN THE FOUNDATION DESIGN PER RECTION 1.1.1. 4,PROMOS%-BRACING OR SOCIO BLOCKING ATAMA%IMUM OF S-0"0.0. L CONNECTOR LAT:RAL LOAD.O•ERPENDK)UARTO THE WALL) BHALLBEINBTALLEd IN 'ANCHOR BOLT BPA.CIN(16lBABEO ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED AND/OR FLOOR OIMFIRAMB Q)2 PCF). FOR ALLDIMENSIONAL LUMBER FLOOR JOISTS. 16 BRIDGING TO JOIST(TOE-NAILEO) 21 EACH END 8 CONNECTOR SH AR LOAD. O+ARALLELTO THE WAW EA BION OF RAFTS GR CUG.JOIST WHEN FASTENED •ANCHO WB SPACINOB IRAGe N l IMUM 9,EAR CAPACRY OF BRAOWG WALL PE lA R E° -L WP N°OF 3'O.C.(�9+PCF)BUILT •ANCHORAGEREOUIREDTORESBTLAT_RAI.LOADSSHALL BE DETERMINED IN THE TOA2X6TOPPL IN ACCORDANCE WITH BE ON 34.4. &FLOOR CONSTRUCTIONg/,E T.&G.PLYWOOD SUBFLOORS FINISHED 17 BLOCKING TO SILL OR TOP PATE(TOE-NAILED) 31813 EACH BLOCK FOUNOATION OE8IGN PERSECTR]N 1.1.1. •ANCHOR BOLTSPACINGS 9OMMOON MAXIMUM SHEAR CAPACT BRACING WALLPERIMETER GNd LWNG OPS•O.C.(421 PCF)BUILT MP.TEMIAL TO BE APPLIED OVER SU TLOOfl.GLUEANO SCREW PLYWOOD 'TABULATED UPLIFT RE°UIRFMPRTS ASSUME A I1.10CBUNG DPAD LOAD OF INACCORDANCE WTh18EO.TON 3.44. TO FLOOR JOISTS. 1 B LEDGER STRIP TO BEAM(FACE-NAILED) 3.1613 EACH JOIST 10 PLL X 16 PeF). SECOND FLOOR a.ALL WINDOW AND DR.HDR9.TO BE MIN; B%X UNLESS OTHERWISE 'BE UILTIM UPLIFTAND LATERAL CONNECTIONR R REQUIREMENTS SHALL BE PERMITTED TO 13 JOIST ON LEDGER TO BE/V"i(ROE-NAILED) 9•BD PER JOIST BE MULTPLIEDBYO.NDLA OJI6,RFSPC-CINELY,FOR FRAMING NOT UPLIFT STRAP CONNECTION REO. SPECIFIED.ALL INT.HDRB.TO 06(2)27(1 D'UNLESS OTHERWISE LOCATED WITHIN 8 FEET OF BURRING CORNERS. SPECIFIED. 2D BAND JOISTS TO JOIST(END-NNLED) 3-ISD PER JOIST 'TA8ULAT309HEM CAPACRY REQUIREMENTS A89l1MEAWALL SHEAR GPACRY OF 421 PLF (ROOF-TO-WALL.WALL-TO-WALL,AND (WALLS SHEATHING WITH 7/16'ETRUCT.SHEATHING ATTACHED WALL-TO-FOUNDATION ).PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 21 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1813 PER FOOT W1 SIC NMLS MACED a•AT PERIMETER EDGES AND IYAT INTERMEDIATE SUPPORM.FOR ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 8.ALL BAB.TO HAVE ADEQUATE BEARING AT EACH ENO OR A8 SPECIFIED. OTHER WNL SHEAR CAPAOIT R)THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 34B ALT.TO TABLE 3.3 23 DIAGONAL BOARD SHEATHING OFTHEC°NNECTIONSHVIBEINCREASED. RESISTING UPLIFT S.ALL FLUSH BM.AND JOIST I NTERSECTIONS TO HAVE GALVANIZED HGRS. (Ph+ER1CMI FOREST 110 120 1-X6 "0 PER SUPPORT &PAPER ASSOC. 10.TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2"EM. FMMI nN ePACING RooFrSPAN NUMBER PRESCRIPTIVE DESIGN TABLE 9.2BALl SONATAS TO TABLE 32(AMERICAN FOREST a PAPER ASSOCIATION) GRACE PLYWOOD.PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. I•X10.ORWIOER 3.0 PER SUPPORT NNLB END OF 1.1/4'%20 11.PROMOS INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 24 GYPSUM WALLBOARD ED COOLERS TEDGE/IC•FIELD FASTEST MILE WINDSPEED(MPH) GAME STRAP 12 3 3 12AIHCNOR BOLTS 818•ANCHOR fiOLTB 2S FIBERBOARD PANELS PRESCRIPT NE DESIGN TABLE 9. (MIERKAN FOR(ieT&P Ht ABBOCIATON FA97EHf-MILE WIND SPEED FA81EHf-MIIP NINDBPEED 1 GENERAL ELEVATION NOTES Tne• 6D 3•EDGT%am FIELD 110 20 10 3 4 M M y 20 9 4 W 100 110 119 W 1110 110 120 118.1 t 1 W 26/32 BD 3'EDGES'FIELD U L• 8 U L' 9 1,fM.FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS GypgUM WALLBOARD 613 COOLERS T EDGE/10"FIELD RAFTERTRU9B ROORSPAN 1a 21 ♦ 6 BETWEEN ROOFS.WALLS,CHIMNEYS,PROJECTIONS.AND PENETRATIONS 9PACI 6NJ (FT.) 23 8 ANCHOR BOLT MAXIMLIM ANCHOR BOLT MA%IMUM ANON.) BOLT ABREOUIRED WAPPRO-CONSTRUCTIONPRACTICES. REQUIRED CAPACRY OF CONNECTION(LBO) I CONNECTION FOUNDATION BUPPOTTSNG: SPACING ON) SPACING(IN.) 2.GENERAL CONTRACTOR TO PROVIDE AOECUATE ATTIC VENTLATION a 30 DIAGONAL BOARD SHEATHING 12 341 284 260 42T 336 2013 36 1a T ROOF VENTS. 3.PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERTANGS. I-X6"OR 1"X B. 2H1D PER SUPPORT 1a 421 026 BILL PATE TO FOUNCATXION• 139TORIT9 M 72 72 ]2 ]2 T2 T2 T2 1'X10'ORWIDER 3HID PER SUPPORT eao ash (CRAWL SPACE ORBASEMSENT FIRST FLOOR 16 24 Sao 726 WALLPLATETOFRADIE, ON 1-38TORIES ,•0 3T pa 26 61 42 i6 30 GENERAL PLUMBING NOTES 31 BTRLICTVRALPANELB eLA94DN-°"^°� V OR LESS SD W EDGE/12"FIELD 2B M. 626 U•-CONNECTOR UPUFT LOAD. 1.PWMBIN°SUBCONTRAOMATO BERESPONS ELEFORCOMPUANCEW/ GREATER THAN I• IOD B'EOGE/W FIELD 32 TIO 92T L•=CONN UILARTOTHRAL AAD. C.O. (PERPENOCULM TO THE AD. ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 36 620 10PY S CONNECTOR BNEM LOAOIPARALLELTOTHEWALU 32 DIAGONAL BOARD SHEATHING OEIUA. JPS REQUIREM NB A68UMHAROOF 2.IF WALL PLATES ORJOISTS AAE OUT DURING THE INSTALLATION OF U' - CONNECTOR UPLIFT LOAD. CEILING.D.L.D.L IOP.S.F.), PWMBINGMXTUREe 0REQUPMENT,PROVIDEBRAOINGTOTHEFRAMING 1•XE"OR1'XB' IFS. PER SUPPORT 12 - CONNECTORLATERALLGD.(PFAPENOIL'UARTOTHEWALU IFACENNG ABBEMBLL ISNOTPRESENTDRIFTHE 1/8.9LDPE PER I' PER ALL APPLICABLE CODES.' 8 - OONNEQIOR SHEAR LOAD. (PARALLPI TO THS WAW CEILIAB6EMBLY IB 1'X 10'OR WIDER 314113 PER SUPPORT 'TABULATED UPLIFT REQUIREMENTS A88UMEAlIOOPICENNWD=") U0ADCF+OPSF NOT DTO THE FA88EMBLV, TRAP (2/3%16 P8FI� )HET ULATEDNUMBER 'TABUAT=D UPLIFT AND LATERAL CONNECTION REQUIREMENTS BFALL BE PERMITTED TO NML88HALL BE INCREA6EO BYI NPJLAT EACH EN°. BE MULTPLIEO BY O.TO AND Od6,REBPECTMa1Y,FORFRAMING NOT 'FOR WALL-t:IN AND WALL-TIFOUNGTION 'NAILING REOUIREMENTB ARE BASSOON WALL BHFATHIN°WILL.EDS• ui ON-CENTER ATTHEPANELEOGE. LOCATED WI THIN a FEET OF BUILDING CORNERS. CONNECTIONS,TFHETABUATEO NUMBER OP NAIL.B PLUMBING RISER DIAGRAM IF WALL SHEATHING IS NAILED 3"ON-CENTER AT SKY PANEL EDGE TABULATED UPUFT LLAOS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. SHALL BE PER. FED TO BE REDUCED BY TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE WHEN CALCULATING UPLIFT LOADS FOR WALL-TOWNUL OR WN4T0 1WVLAT EACH OF THEBTRAP FOR EACH DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PATES, FOUNMTON CONNECTONB TABULATED UPLIFT VAW®BALL BE PEFTMRTEO TD BE FULL WALL ABOVE. SHALL BE USED TO MAINTAIN THE LOAD PATH. REDUCED BY 6B PLF(29 X 100 PLF)FOR EACH FULL WALL ABOVE 'WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF TABULATEDLENKITH REOUIREMEMSABBUMEAMFAHROOFHEKHHTOF33FEET.FOR N.T.S. NAILS SHALL BE PERMITTED TO BE REDUCEDTO 1-180 NAL PER FOOT, MEW ROOF HEKHHT3 OF 1fi FEET OR Lp9,THETABULATED VAWEe BHALLB ERMffTED E ULTIPLIE 060. W PROV. CONT. "COBRA" RIDGE VENT PROV. CONT. "COBRA" RIDGE VENT W (TYPICAL ALL RIDGE AND HIPS). (TYPICAL ALL RIDGE AND HIPS). f_ 0 �_ PROV. 2-1 3/4" X 9 1/2" MICROLAM Q LVL OVER ALL WINDOWS & DOOR— rrW OPGS. (TYP. ALL AREAS) ui PROV. "LIFETIME" "GAF"ASPHALT E71 PROV. "LIFETIME" "GAF"ASPHALT Y ROOF SHINGLES (TYP. ALL AREAS) •x - ROOF SHINGLES (TYP. ALL AREAS) U ` OVER 15 LB. FELT, (COLOR T.B.D.) -- LL - OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- -- ---- PROV. "WEATHERWATCH" UNDER- ] LAYMENT ALONG ENTIRE BOTTOM LAYMENT ALONG ENTIRE BOTTOM a EDGE OF ROOF UP 2-0" (TYPICAL) L- -J EDGE OF ROOF UP 2'-O" (TYPICAL 12 �` 110 ALL ROOF SECTIONS). �G B ALL ROOF SECTIONS). ) PROV. CEDAR END FASCIA TRIM P PROV. 5 8"ACQ. PLYWD. SHEATH. C� �� ` f T\ TO MATCH EXIST. (TYP. PQo� (TYPICAL ALL ROOF AREAS). L SIDES. PAINT TO MATCH EXISTING. A•f- ,� PROV. CONT. 2"X 10" RIM BOARD (TYP. ALL NEW AREAS) PROV. CUT 2"X 10" SUB-FASCIA PROV. CUT 2"X 10" SUB-FASCIA PROV. 5/4" X 8" "AZEK" FASCIA BD. PROV. 5/4" X 8" "AZEK" FASCIA BD. FILL ALL NAIL HOLES AND APPLY 2 FILL ALL NAIL HOLES AND APPLY 2 - _ ________ L COATS "BENJAMIN-MOORE" PAINT COATS "BENJAMIN-MOORE" PAINT - -------- --------- OR APP. EQ.(TYP. EXPOSED SIDES) ta11x10-1F.J.Cz)16"C.C._ �211xto°F.J.co)16110.C._ OR APP. EQ.(TYP. EXPOSED SIDES) (TYPICAL ALL) (1YPICAL ALL) 6"WHITE ALUMINUM GUTTER AND --------- 6"WHITE ALUMINUM GUTTER AND LEADERS. (TYPICAL ALL AREAS). j j LEADERS. (TYPICAL ALL AREAS). PROV, CONT. "AZEK" BEAD BOARD L PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1"VENT SOFFIT W/SCREENED 1"VENT C C C (TYPICAL ALL AREAS) C (TYPICAL ALL AREAS) PROV. 8" CEDAR FASCIA &TRIM 2" X 6" WOOD STUDS W 1/2" CDX TO MATCH EXIST.(fYP, ALL AREAS) PLYWOOD SHEATHING. (TYPICAL) PAINT TO MATCH EXISTING) PROV. 6" CEDAR "DUTCH-LAP" PR(TY 1/2"ACQ. PLYWD. SHEATH. p (TYPICAL ALL WALL AREAS). O ® SIDING. (TO MATCH EXISTING) 0 PROV. DBL. 2" X 6"ACQ. SILL PL. Z PAINT TO MATCH EXISTING) 3 1 2" DIA. STRUCT. STL. WITH TERMITE SHIELD FIBROUS (TYPICAL ALL AREAS) COLUMN. (TYP. 4 LOC.) INSULATION (TYP. ALL AREAS) �_ PROV. 4" CEDAR CORNER TRIM TO PROV. 1/2" F.C. GYP. BD. P. PROV. 5 8" DIA, X 10" L. STL. BOLTS 5 MATCH EXIST. (TYP. ALL AREAS) ALL IN. WALLS &CEILINGS) THRU SILL PL. OF LIGHT FRAME m 3 PAINT TO MATCH EXISTING) ,;•' CONST. EMBEDDED INTO CONC. 0 W_ _ :. ,. MORE A.. . ... ., .•T....•.'w ,. •:♦ ..,AAAA. ., ,. • • T •�.A• 1,1 _FA __ __________ •• .. . . .. .. . '��'••:•.., .• .. .•. . ':..''.•�.•:. •:'.:..:'.••.•4: • AVVAOYFROM ALLCORNERS. (TYP 11 D� ----------- ALL NEW F NDATI NARLu ...�•.:.'� . . .,AAAA .. :AAAA PROV. 4" CEDAR WINDOW DOOR '"°• ; ; '; 21. 1I x 21-o°w.x tl-o° OU O EAS) +A A (TYPICAL 4 FOOTINGS) 8 P. CONC. FOUNDATION WALL 0 TRIM TO MATCH EXIST. (TYP. ALL) " - D, . N .F TIN //T .•. II LAJ PAINT TO MATCH EXISTING) *•'' �_P_CONCRIETE_SLAB-W WAA/_M-_ ---------- WITH V-10" W. X T-0" D. P. CONC. �W THROUGHOIUT OVER TAMPED FOOTING (CONT.) W/W.W.M. IN ,- ••�•�'• •� ,;?'•'I s" � GF3AVFI B_A�`E�PJ3QV �IAUNCN __ <'"'' WALL AND FOOTING. (5'WALL) W r SOUTH ELEVATION NORTH ELEVATION -- ---------- SLAB AT BOTH GARAGE DOORS. 36" BELOW FIN. GRADE (TYPICAL) N N BUILDING SECTION "A" 2"X 8" BLOCKING Z Z WALL STUD z;? W ROOF SHEARING TO /(2) 2"X 4"TOP PLATE U TRUSS ' BAND JOIST .�{, ^: I ' , O W TOP PLATE. WALL STUD `' ''�� WALL FLOOR FRA\MING 4 STUD - 0 T W 0 CLIP ANGLE (BOTH SIDES OF (n 0 (3) 2"X 10" CONNECTION) MIN. LENGTH = JOIST LL WEB DEPTH MINUS 1/2" � CONNECTION OF WINDOW 0 DOUBLE WALL STUDS WINDOW BAND OJOISTaTE W HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR SIMPSON LSTA18 STRAP WITH SUPPORT BEAM 0 O 8 SCREWS (4 PER LEG TOP PLATE 2" X 10" RAFTER (12) 1 Od FASTENER. co r PILE TWO- MEMBER FLOOR SUPPORT BEAM '- CONNECTION OF (FLOOR FRAMING SCALE: RAFTER BRACING MTS12 STRAP TO SUPPORT BEANO, SIMPSON LTS12 CONNECTION OF WALL TO FLR. FRAMING 1/411=1'O" METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1tOd X 1 1/2" FASTENER SIMPSON LSTA18 STRAP WITH 13 CONNECTOR TO STUD AND RAFTER. 2"X6" INTO FLOOR JOIST(AND SUPPORT BEAM (12) 10d FASTENER. JACK DWG. NAME: STUDS CONNECTION WALL SHEARING SIMPSON LTTP40STRAP D 2) 8d X 1 /21PPORT BUILDING SECT./ELEV. PLAN JOIST TO HEADER JOIST 134 CONNECTION OF TOP D6 BIRDSCUT D7 CONNECTION OF WALL SHEATHING 138 CONNECTION OF FLOOR FRAMING Dq CONNECTION OF WALL 1 WALL PLATE TO WALL STUD. q-3 LOW END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 A-3 TO FLOOR FRAMING. q-3 DWG. NO.: (EXAMPLE) A-3 (EXAMPLE) (EXAMPLE) (EXAMPLE) (EXAMPLE) . A-3 NOTE: Fz1 CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERALCONTACTOTHEu tn CONSTRU T RAWINGS/SPECIFIWHICH DIFFEROCAT ONS. ^ z U Z EXISTING RESIDENCE \ o ol C7 �' N - -_ z 00 U M PROPOSED ACCESSORY GARAGE M N a; o SECOND FLOOR STORAGE \\\ 21 '-8" c c Lu MENMY ® Z U � o z LdLuZ 0 0 Q W _ EAST ELEVATION Q o 0 [ W 0 rrW 0- Y EXISTING RESIDENCIE O J U JD - QQ ,911-st- PROV. CONT. "COBRA" RIDGE VENT PROPOSED ACCESSORY GARAGE (TYPICAL ALL RIDGE AND HIPS). PROV. "LIFETIME" "GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) a PROV. "WEATHERWATCH" UNDER- W LAYMENT ALONG ENTIRE BOTTOM p EDGE OF ROOF UP 2'-0" (TYPICAL) �I SECOND FLOOR STOF�AGE ALL ROOF SECTIONS). Z 0 _J QW PROV. CUT 2" X 10" SUB-FASCIA D cr PROV. 5 4" X 8" "AZEK" FASCIA BD. (4� FILL ALL NAIL HOLES AND APPLY 2 �LL COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES) W r 6"WHITE ALUMINUM GUTTER AND D I� LEADERS. (TYPICAL ALL REAS).NEENNN N ri PROV. CONT. "AZEK" BEAD BOARD / ® ❑ %' ii ®®®®® ® ® SOFFIT W/SCREENED 111 VENT (TYPICAL ALL AREAS) A PROV. 8" CEDAR FASCIA&TRIM ®®®®® M ® ® TO MATCH EXIST.(TYP. ALL AREAS) ■ PAINT TO MATCH EXISTING) ® ® ® PROV, 6" CEDAR "DUTCH-LAP" SIDING. (TO MATCH EXISTING) Z PAINT TO MATCH EXISTING) W (TYPICAL ALL AREAS) J PROV. 4" CEDAR CORNER TRIM TO 0 W 11-IIII-IT' MATCH EXIST. (TYP._ALL AREAS) PAINT TO MATO Dcr co 0— NEW GARAGE DOORS (3): CLOPAYh O 9'-0" W. X 81-01' 1H. "COACHMAN" W r SERIES CARRIAGE HOUSE DOORS ,r. o FLUS GRAIN 23EMBOSMOD: QSED, 1 3/8H HDK.', WEST ELEVATION - T INSULATED, TOP SECT. TO HAVE f SCALE: 12 SIM. GLASS„ DIV DSB GLASS, WHITE, 1 HP MOTOR W/3 CONTROL. 1 HP MOTOR W/3 CONTROLS 1/4"=1'0" OFFICE SET DWG. NAME: 3.27. 1 2 BUILDING ELEVATIONS PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION /A� BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW.