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HomeMy WebLinkAbout39346-Z e�t��IFD[�Cp , Town of Southold 11/15/2016 P.O.Box 1179 C30 53095 Main Rd A �4� Southold,New York 11971 d #i CERTIFICATE OF OCCUPANCY No: 38655 Date: 11/15/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1060 Stanley Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/6/2014 pursuant to which Building Permit No. 39346 dated 11/6/2014 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: ADDITION AND ALTERATIONS INCLUDING FRONT AND REAR ENTRIES TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Diakun,Chester&Diakun,Irene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39346 05-11-2016 PLUMBERS CERTIFICATION DATED th ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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 #: 39346 Date: 11/6/2014 Permission is hereby granted to: Diakun, Chester& Diakun, Irene 8 Wilde Hollow Martinsville, NJ 08836 To: construct addition and alterations to an existing single family dwelling as applied for. Replaces BP 37620. At premises located at: 1060 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-34 Pursuant to application dated 11/6/2014 and approved by the Building Inspector. To expire on 5/7/2016. Fees: PERMIT RENEWAL $388.60 Total: $388.60 ilding Inspector 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#: 37620 Date: 11/8/2012 Permission is hereby granted to: Diakun, Chester& Diakun, Irene 8 Wilde Hollow Martinsville, NJ 08836 To: construct Additions &Alterations to an existing single family dwelling as applied for At premises located at: 1060 Stanley Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-34 Pursuant to application dated 10/19/2012 and approved by the Building Inspector. To expire on 5/10/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $777.20 CO -ADDITION TO DWELLING $50.00 Total: $827.20 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. Swom statement from plumber certifying that the solder used in system contains less than 2110 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. Certificaie 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. New Construction: V Old or Pre-existing Building: (check one) Location of Property: House No. (� Street Hamlet Owner or Owners of Property: C► 1 Z�S-�t?t/ ,�� Suffolk County Tax Map No 1000, Section b Block Lot 3 Subdivision Q Filed Map. Lot: Permit No. d Date of Permit. Applicant: Health:Dept.Approval:_ Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ , PA Lo �� ' Applicant Signature ' pF S®U��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA roger.riche rtC�town-Southold.ny.us Southold,NY 11971-0959 l�c4UW,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Diakun Address: 1060 Stanley Road City: Mattituck St- New York Zip: 11952 Building Permit#: 39346 Section: 106 Block: 7 Lot- 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 18 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 17 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 22 CO Detectors Sub Panel 100A A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Snitches 40 Twist Lock Exit Fixtures TVSS Other Equipment. 2- paddle Fans, 1- Exhaust Fan, 8- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 11, 2016 z Electrical 81 Compliance Form(2).xls 'P FY )q 4 k c S vs cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION 4 /FOUNDAT!ION IST ] ROUGH PLI3G. FOUNDATION 2ND INSULATION FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR -37-Y,� Of SO(/T�o ,moo �o o�yco , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION . [ OUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRERESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR Zf DATE INSPECTOR OF SOUIyo� ��'YOOUNi`I,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] F NDATION [ ] INSULATION [ FRAMIN S RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR t� / pF SO(/Tyo ` o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM7KSm /' -- l 67 it C, L DATE l� INSPECTOR Z L,— 4 I r3f s cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- I FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND I INSULATION FRAMING I STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR ' OF SOUT,y�lo TOWN .OFSOUTHOLD BUILDIN DEPT. 765-1802 LN-SPEC ON [ ] FOUNDATION- 1 ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING . [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �o��Of SOpT�,olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTI [ ] FOUNDATION IST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ _] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI G REMARKS: DATE ` INSPECTOR SOUjy �o� Olo N o coutom,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG PLEIG. [ ] FOUNDATION-2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS I I � V V✓1 • DATEA llqll� INSPECTOR SOUjy � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XROPLEIG. FOUNDATION 2ND [ TION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: C n LL, DATE o l INSPECTOR y , A • ROUGHFP.AIYMQ PLUATBING Kq IN5UL ATION PER N.Y. STATE ENERGY CODE _ I 1 yll- 1 • / 1 . COMMENTS 01 .11 IN I WIN -a WIR"I .j - A TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health x SOUTHOLD,,NY 11971 f: 4 sets of Building Plans TEL: (631) 765-1802- �p Planning Board approval +• FAX: (631) 765-9502 Survey ✓ SoutholdTown.NorthFork.net PERMIT NO. Check ✓ Septic Form N.Y.S.D.E.C. Trustees Flood Permit—' Examined 12012" Storm-Water Assessment Form Contact: Approved 1h M f ZI- Mail to: Disapproved a/c Phone: Expiration ii-120� Building Inspector APPLICATION FOR BUILDING PERMIT Date ( Q. 1 , 20 I 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-bd 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 r•eguired. 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. (Signature of applicant or name,if a corporation) ao ft-- Mailing address o applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Z HIZ. --14 e4Trmz— A (As on the tax r ll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) '>c Builders License No. Z55�w t..;,�1L ><Plumbers License No. %'-Electricians License No. x Other Trade's License No. 1. Location of land on which proposed work will be done: � I GYs4 v0E • .� J�� 1-� •�• l �1�' House Number Street *aVet County Tax-Map No. 1000 Section (deo Block Lot Subdivision Filed Map go. Lot 2. State existing use and occupancy of premises and intended use and o cupa �f proposed c struction: a. Existing use;and occupancyI b. Intended use and,occupancy '—t,a�� l .�t�(i✓`f O 3. .Nature of work(check,which applicable): New Building Addition ✓ Alteration Repair Redmoval Demolition Other Work (Description) 4. Estimated Cost Fee :t (To be paid on filing this application) 5. If dwelling, number'of dwelling units ) Number of dwelling units on each floor If garage;,number'of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �� Rear �o� Depth p��•yi' Height I:f Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth 3 Height f Id Number of Stories � c � 8. Dimensions of entire new construction: Front `7r.�' Rear -2`5> Depth Height �� Iep `4 Number of Stories 9. Size of lot: Front 1�� Rear I*0•*0 Depth l'7 •01 10. Date of Purchase Geo 1 I Name of Former Owner 11. Z'one,or use district in which premises are situated • �-® 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO V1 14. Naives of Owner of premises WT Address mAwrtywAt,0 tA.1Affnffo. Name of Architect F -s = ^14ep Address •,P. fix. Phone No lo-f? 1 •moi' Name of Contracto- dress �� ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ r * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,,,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1/ * IF YES, PROVIDE,A COPY. STATE OF NEW YORK)', nnJJrr`` SS: COUNTY OF�-�"rN)L) k.. CAnes rt�- ��Ca- h being duly sworn, deposes and says that(s)he is the applicant (Name'ofiridividual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer,,etc.) of said owner or owners, and is-duly autlionzed 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 t before me this day of .0 UT 20 VICKI TOTH notary Public state of New YoFV Nota Public . •011Vs190696 Notary Qualified in Suffolk Comfit Signature of Applicant Commission Expims July 28, i 1 Town of Southold Erosion, Sedimentation & Storm-Water Run-off o �r -ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.# THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol (�d �� Q� 7jL STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN 's oe �Te` cl— i'-t+- CERTIFIED BY A DESIGN PROFESSIONAL IN Tt1E STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUC11ON ITEM# / WORKASSESSMENT Yes No a• What is the Total Area of the Project Parcels? — (Include Total Area of all Parcels located within 1 Will this Project Retain All Storm-Water Run-Off the Scope of Work for Proposed Construction) ,WGenerated by a Two(2")Inch Rainfall on Site? b• What is the Total Area of Land Clearing /Acres) I his item will include all run-off created by site and/or Ground Disturbance for the proposed clearing and/or construction activities as well as all AD I construction activity? .0• Site Improvements and the permanent creation of i (S.F./A ) impervious surfaces.) i PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pagesas Needed 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This tj Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. �� $ Does the Site Pian and/or Survey describe the erosion !/ and sediment control practices that will be used to control site erosion and storm water discharges. This item must be maintaEl inelthroughout the Entire Construction Period. �Wi Vu9,Tt� OJW 2Ex,14,Tt 4 Will this Project Require a yff L'an'd Fill nig 'din or myiGTV to( j ', Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards El — j �'x 1 T1s of Material,within any Parcel? 1 rj Will this Application Require Land Disturbing Activities 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 Trustees jurisdiction El General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or — Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that are part of a larger common plan that will ultimately disturb one or more acres of land; 7 Will there be Site preparation on Existing Grade Slopes / Including Construction activities involving soil disturbances of less than one(1)acre where which Exceed Fifteen(15)feet Of Vertical Rise to the DEC has determined that a SPDES permit is required for storm weOne SPDES Genera One Hundred(100')of Horizontal Distance? nimum for Storm WaterPPPs meet the Discharges from Construction activityts of permit No.GP-0-1 0 pi1,) $ WIII Driveways,Parking Areas or other Impervious 1.The SWPPP shall be prepared,prior to the submittal of the NOIThe Not shall into and/or in the direction of a Town right-of-way? hSurfaces be Sloped to Direct Storm-Water Run-Off . submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will'be used and/or constructed to reduce the pollutants in storm water discharges and to assure Removal of Vegetation and/or the Construction of any compliance with the terms and conditions of this permit.In addition,the SWPPP shall quality of storm water discharges. Item Within the Town Right-of--Way or Road Shoulder Identify potential sources of pollution which may reasonably be expected to affect the Area?(This Item will woe include the rnstallatlon of odvexray Aprons) NOTE: If Any Answer to questions One through Nine is Answered with a Check Mark 3.All$WPPPs that require the Post-construction storm water management practice in a Box and the construction site disturbance is between 5,000S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Star ,-Wate,Grading,Drainage&Erosion Control Plan is Required that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review prior to issuance of of Any the Town t (NOTE: A Check Mark ABuilding Permit (Jf)and/orAnswer for each Question is Required for a Complete Apprigtion) STA-17E OF NEW YORK, COUNTY OF........... . .... ................SS 71at I,........... (Name of individual signmg•Docume tj•-••••••••••••"'•'being duly sworn,deposes and says that he/she is the applicant for Permit; And that he the ............if.�`'.....k/..1! �� ... f (Owne,Contractor.Agent.Corporate Officer.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 this; ..�. .`�........... Of. ,20�. Notary Public: I .................. .. CAROL"YDEtL. ..................... . ........ NOTARY PUBLIC-STATE OF NEW YORK (Signature of Applicant)............... FORM - 06/10 NO.01H QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 06/30/20 J6 i ��oF sQ�,lyo Town Hall Annex ' 1) 65 02E 54375 Main Roade I P.O.Box 1179 ' Q ro e . G rt own.souo .n .0 Southold,NY 11971-0959 12 MAY2014 BUILDING DEPARTMENT BLDG DEPT, f TOWN OF SOUTHOLD TOWN OF SOUTHOLD j APPLICATION FOR ELECTRICAL INSPECTION t REQUESTED BY. Date: Company Name: Name: ; License No.: Address: l Phone No.: �. f JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: - *Cross Street: 0 *Phone No.: Permit No.: e Tax-Map District: 1000 Sec#Ion: Block: Lot: ---- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) It (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: -P / NO Temp information e e � i . *Service Size: 1 Phase 3PhC200Dase 100 150300 350 400 e *New Service: e-connect Underground Number of Meters Change of Servic &rhead \ Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form / I �� I DIRK q p D [ECE'UME APA 2 0 ' 2016 BUILDING DEFT. TOWN OF SOUTHOLD SOU��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 '® November 15, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Chester Diakun 8 Wilde Hollow Martinsville NJ 08836 Re: 1060 Stanley Rd, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Per our conversation on 10/18/16,we just need an email or letter stating you used PEX, no solder. Susan.Pontino(&-town.southold.nv.us Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#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 — 39346 —Addition/alterations TOWN OF SOUTHOLD PROPERTY ARE R® CARD /coo ,y WN STREET VILLAGEDIST. SUB. LOT S7 a Inc da FORMER �NER M ' �� � Aj N E ACR W TYPE OF BUILDING- 174- S.,216 UILDING-S, 6 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4 00 3� Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD /3� Meadowland- DEPTH AV / 70 House Plot BULKHEAD Total r EA'1.•.y - -`` . r ....-_- w• •_. nn. .-'^ ' MEN ice\ � .. t _ ■■■■■■■■■■■■■■■■■■■■■■■■■■��■ .: .. F ■■■■■■■■■■■■■■■■■■■■■■ ■■■ ■ JY ■■■■■■■■■■e■■■■N■■■■ ■■■■■■ JFtr 23j tj¢: �Ch\RI' h.: . ry, ty ■■■■■■■■■■■■■■■■■■■■■■■■■ ,VMENz ■�^ �� w M MM MENOMMOMENNEW ..w.. ' ■■■ME ■!!I!�lllfl■! ■■!■■11'x7■■■■■ ■■■■■ 'ro"�'s', `'.rrr�" ?i`,s«M ,a�.:a.r a•}r:4.tiE.,` ,«:. ns_'.,m-Mr e+ti•c=.:x..un..,...: t . !., ■■■ ■�iF�v■■©■■■■■11■■■■■■■■■■■■ ■■■■eee■�'1�ee■■i■ ■11■■■■■■■■■■■■ : ., � , . . ■■e■eeeeee■■■ecce■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ 0 6 Zo„ E W SITE SURVEY N 81 2 O MAP OF PROPERTY U, SITUATE: "MATTITUCK" o TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK 2 m S.C. TAX No. MAP— 1000 — 106 — 07 — 34 y CERTIFIED TO: M. MACCO �o NO SURVEYED 09/26/2011 AREA = 24,382 SQ. S.F. 0.560 ACRE LOT SCALE 1 " = 20' CONC. PATIO (EX.) sSTTEPsT (EX.) EENETTRAcE (EX.) 62.0. N N 91 1 A G? ME HOUSE C 1 &STM' GARAGE N� (EXISTING) ROOF OVER CONC.PORCH (EX.) 21.1' 161.8' --t- 13•� PROP. NEW b 2 - CAR GAR. 24.9 - ADDITION CONC. STEPS (EX.) CONC. j 39 0 WALKWAY-) XY '•_,,, . Li A PROP. NEW ^ ��^yy?� A . ADDITION ASPHALT % ^'F "'ad`�` � y D (EX.) L = 120.49' 12 326.25 NLEY ROAD Oo STA INFORMATION TAKEN FROM SURVEY PREPARED BY NATHAN TAFT CORWIN III, SURVEYOR � 4,N3 , 20 2 JAMESPORT, NEW YORK A S �6• rr^^ Vl GENERAL NOTES ELECTRICAL LEGEND DOOR SCHEDULE DOOR SCHEDULE NOTE: W CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO ANY AND ALL � U CHANGES TO THE CONSTRUCTION DRAWINGS DUE TO FIELD CONDITIONS, 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & FIRST FLOOR FIRST FLOOR - CONTINUED CLIENT REQUESTS, AND OR GENERAL CONTRACTOR REVISIONS. cn W STATE & LOCAL BUILDING CODES AND ORDINANCES. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. DOOR # WIDTH: HEIGHT: DOOR MAT-L. OPERATION: LOCATION: DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: . LOCATION: O IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE GEN'L. CONTRACTOR SHALL h FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL O 4-6 6-8 FBR. GLS./GLS. LEFT FOYER 16 2'-6" 6'-8" MASONITE RIGHT BEDROOM `./ 11 u INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALLOWANCE - $3,000.00 "THERM-A-TRU" DOOR//SIDELIGHT OR APP. EQ. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. DRAWING LIST Q � OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE. O 6'-O" 6'-8" CLAD/GLASS RIGHT HALLWAY 17 4'-O" 6'-8" MASONITE tn BI-SLIDE BEDROOM `. Z O CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY "ANDERSEN" - FRENCHWOOD SLIDER/HARDWARE. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. U w VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. A--I CONSTRUCTION PLAN 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. 3 2'-4" -8" MASONITE LEFT FOYER CL. 17 2'-0" 6'-8" MASONITE LEFT BATH C7 o N 6' ON THE DRAWINGS UNLESS OTHERWISE NOTED. O O A-2 DEMOLITION/FOUNDATION PLAN O \ z JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE OR APP. EQ. JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE OR APP. EQ. A3 ROOF00 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING — FRAMING PLAN AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, DUPLEX ELECTRICAL RECEPTACLE Z BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO O4 SECTION PLAN PAIR 2'-4" 6'-8" MASONITE RIGHT WITH LEFT DEADBOLT. rN A-4 BUILDING SEa M Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE TO ALL APPLICABLE CODES. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. .. 6. THE GEN'L. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, & COSTS (VGFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT A-5 ELEVATIONS PLAN 5 w RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL $ WALL SWITCH O 3-0 6 8 MASONITE/MET EXTERIOR - INSUL. - METAL a a INITIATE ALL REQUIRED INSPECTION'S OF ALL WORK COMPLETED UNDER "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. C\ $3 3-WAY WALL SWITCH 4-WAY WALL SWITCH U cn tv THIS CONTRACT UNLESS OTHERWISE NOTED. \ w 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES RECESSED DOWNLIGHT (10OW) " LIGHTOLIER" OR APP. EQ. 6 18'W. GARAGE DR - CLOPAY COACHMAN SER. (CD12-ARCH OR APP. EQ. o 00 CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATEDCEILINGCEILING MOUNTED JUNCTION BOX O7 2'-6" 6'-$" MASONITE/MET 1 1/2"' HR, RATED, F.P.S.C. r uU N O BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. �� � � M WALL MOUNTED JUNCTION BOX "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. NOTE ` `�\ " a 8. ANY"EXTRAS" FOR ANY AND ALL FIELD CONDITIONS/SUBSTANTIAL m ���moe"', CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY O8 2'-6" 6'-8" MASONITE/MET 1 1/2"' HR. RATED, F.P.S.C. \\\ OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. WALL MOUNTED DUAL SPOTLIGHT � ��R, \ y JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE OR APP. EQ. WINDOW SCHEDULE J13 \\�� II „ PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION 3�\\ /I\ a ARM � 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL \�/F NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE \ \'` Y 1 11 11 \\\ PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. O 2-0 6-8 MASONITE RIGHT HALL DESIGN. ALL OF THE LOAD CALCULATIONS & STRUCTURAL PLAINS COMPLY \ \\\ JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG S. FOR SIZES. ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N..ARGON FILLED, DIRT WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON AF&PA 1 O. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE OR APP. EQ. SHEDDING GLASS SIMULATED DIVIDED FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. �� \\ LIGHTS/WHITE PREPAINT. INT. JAMBS, \ 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. 9 2'-O" 6'-8" MASONITE RIGHT FOYER CL. \ \mm" \ \ O t&TRUE SCENE SCREENS PROV. OPTION PRICE FOR 4 LITES V.S. 6 LITES \ \\\ \ \ \\\ \���\ 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 11M. \ �\ WORK SUCH AS BUT NOT LIMITED TO: MILLWORK SPRINKLER SYSTEMS ROUGH ROUGH . \ � . ANDERSEN REFER. NO. OPENING OPENING QUANTITYMISC. NOTES \\\��\\\ AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE 1 O 2-0" 6-811 MASONITE RIGHT BATH WIDTH HEIGHT ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. CX 135 LITEs IV. 2'-8" 3'-5 3/8" 2 CASEMENT AO 11 2'-O" 6'-8" MASONITE RIGHT BATH © CR 145 SIM.DIV. 1'_51/2" 4'-53/8" 2 CASEMENT LITES "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. © P3045 3'-0 1/2" 4'-5 3/8" 1 FIXED CONSTRUCTIONLEGEND PLUMBING LEGEND 12 2-6" 6'-8" MASONITE RIGHT BEDROOM Op CX 145 SEs IV. 2'-8" 4'-5 3/8" 4 CASE.-EGRESS "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. O CX 245 SIM,DIV, 5'-3 1/4" 4'-5 3/8" 5 2-CASE-EGRESS W EXTERIOR/INT. PARTITION TO REMAIN. PROTECT DURING CONST. ® PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS LITES P 13 2'-O" 6'-8" MASONITE RIGHT CLOSET PLYWOOD. EXTERIOR SHEATHIING (TYVEK WRAPPED &TAPED). INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY OF P5545 51-63/81, 4'-5 3/8" 1 FIXED O ® EXTERIOR/INT. PARTITION TO REMAIN. PROV. NEW 1/2" GYP. BD. TO N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. O FLEXFRAMEsim.DIV V.1.F. V.I.F. 2 FIXED U `- SIDES THAT WERE REMOVED OR DAMAGED DURING CONSTRUCTION. COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR LITES J EXTERIOR/INT. PARTITION TO REMAIN. PROV. NEW 1 1/2 HR.1/2" GYP. WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR FIXTURE TYPES. 13 1'-6" 6'-8" MASONITE LEFT CLOSET O FLEXFRAME V.I.F. V.I.F. 1 FIXED �jJ BD. TO ALL FACES IN EX. AND NEW GARAGE AREAS. PROV. FIRE- ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING CAULKING ALL GARAGE WALL PENETRATIONS. INSULATION (TYP. ALL AREAS) "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. z Z NEW EXTERIOR PARTITION - 2` X 8"WOOD STUD WALL W/ 1/2" CDX ® PROVIDE GAS LINE. 14 2'-6" 6'-8" MASONITE RIGHT BEDROOM ui PLYWOOD. EXTERIOR SHEATHIING (TYVEK WRAPPED &TAPED). G PROV. "CEDAR IMPRESSIONS" SHAKES 6" EXP., COLOR T.B.D. O "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. N CLIENT TO PROV. ALL FIXTURES/APPLIANCES TO BE NOTE: Z ® NEW INTERIOR PARTITION - 2" X 4"WOOD STUD WALL W/ 1/2" CDX INSTALLED BY PLUMBING CONTRACTOR. 15 2'-0" 6'-8" MASONITE LEFT BEDROOM G.C. TO VERIFY W/OWNER ALL SIZES, STYLES, TYPES, OF ALL INT. & EXT. O INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES, CLIENT TO PROV. ALL KITCHEN CABINET, VANITIES, TO BE "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. DOORS PRIOR TO ORDERING. _ INTERIOR TRIM -TO MATCH EXISTING. INSTALLED BY GENERAL CONTRACTOR. G.C. TO VERIFY ALL SIZES, STYLES, TYPES, & EGRESS COMPLIANCE I7 PROVIDE MOISTURE RESISTANT GYP. BD. (GREEN BD.) FOR ALL OF ALL INT. &EXT. WINDOWS PRIOR TO ORDER. KITCHEN WALLS AND CLGS. 0 INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME z W W &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. ALL LI = TRIM TO BE SATIN FINISH, KITCHEN PAINT TO HAVE MILDICIDE ADD. ADDITIVE. FVVM HARDWOOD FLOORING - EXISTING TO REMAIN, IF DAMAGED, SAND & O EX. FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). W REPLACE IN AREAS OF WALL REMOVAL. MATCH EXISTING FLOORING. U) O PROV. FRAMING FOR NEW DECK 0- &STEPS. PROV. NEW"IPE" DECKING O MATERIAL OR APPROVED EQUAL. - S�AII � BATHROOM KITCHEN DINING RM. BATHROOM E1 " I " 1 " I I I I II 1 I I 1 I I 1 I I - 4-6 X 7-8 12-O X 13-O I 9-6 X 12-O 5-6 X 9-8 U — — — — — — — — — —( XtSTFNG� — — — — — — — — - (PROP@SE�) — — — — — — i -(PROP6SE@) — — -- — — — — — — —(PROPOSBD) — — — — — — — D \ D A B C If CFI S R 000 GFI - — 3 O O PANTRY 1 D.W. N NN ® GFI _ I \ 3 E / i BEDROOM SD _ __ _ - ,,- pt 11'-6" X 14'-2" I - ' -----I� - I\\` / JB O r O O (EXISTING) \ II / O O I � � I I I . �� ,/ I I I I A SC \l / 3 3 CL. F P P OVEN I O I I 1 I B EX. N I `� \ I I � NO ® 00 o o , APPROVED BATHROOM J / I (IXISTIN�) GFI � / � GFI ) // 8 —_� I � B.P. # , sC. / -- I DATE \ III / I D I I <' \ / I FEE: BY ® AT CL. ®P I \ I / I / DB ,_____--- __\- / I I NOTIFY BUILDING DEP M FOR HE �—./ I ( 765-1502 8 Ati1 TG 4 PM FOR THE 17 Sc '' I - DN.14 R. r/ -- ----- _---- I_ ---- I FOLLO NGPECTI011iO REQUIRED r 16 O FRIG. -i 1. FOUNDATION _ __ _ _ _ I 3_ --- I FOR POURED CONCRETE — — — — — — — — — — — / — — — — — I — — \. — . — . — . — . \ — . . — — _ _ _ _ _ _ _ _ _ _ _ _ _ I Z ROUGH FRAMING.PLUMBING, ' — — ' — I' — STRAPPING ELECTRICAL&CAULKING (} 1 I 1 — T-// — �,- — \�\ _ - I - 3 INSULATION m 13 11 , i � // i \\'------- 1 1 m 4 FINAL CONSTRUCTION &ELECTRICAL / I I I I 4�";F Ig�'t` rnUST BE WG IPLE T E CRC O U I I I GARAGE I n rT I ISHA W I I I GARAGE y� 1 - "I _ k�n.sT� r NEIAI DR.OPR. /?_C_, r (tP�c ',r� ter ALL CONSTRUCTION LL 14 SFT THE I. W & 1`n't' ;' I_;'.' Zvi REOUIREVENTS OF Wir �OJES 0, NE h -17 / I \i 21 7 X 25'-0" T. SC /\ �' B I TEST:": ^` `D C i \ (PROPOSED) < I U) YORK STATE NOT RESPONSIBLE FOR � \ \\ 6 DESIGN OR CONSTRUCTION ERRORS. BEDROOM I / / I i \ \ I I I I I PLUMBER CER TIFICA ON 10'-1 O X 13-2 � WD ON LE > 0 (EXISTING) I EX• / I \ EX. I 1 I I I AC CONTENT BEFORE L — — CL I — — I ' / ___ I \ �,, ( CERTIFICATE OF OCCUPANCY RET ltj STOPIM rJAI�ER RU"�OrE Z I c �J Iii PURSUANT TO CI Z Z Z 0 } ISA°TE.F, 236 � II I I I SOLDER usa Q t^w , r�, TF w w w SUPPLY SYS l F , G;.: wl ,�T OF THE TOVJP�i CODE, U U U m 15 I I I \ I 10 Vl' _ . _ . Ow oW_ 0 0 w s-s PROV. 5/8F.C. GYP. 0_ ow&WALLS.)®SD ®SD WCL W W W I (TYP. GARAGE AREA) �, c F `_ a � r Ip' m CL m m E E D F G ABOVE D \ W r T— on Z- — — — — — — — — — — — — BEDROOM — — — — — — — — IVIN RM. _ — — — — — — — — — — — — — 0 0 — - - — - - — G- — - - - — � 10'-10" X 13'-2" I- —� 15'-6" X 17'-O" SCALE: (EXISTING) (PROPOSED) /411 A I I_1 1011 OII SEC."A" OFFICE SET DWG.• NAME: 1 O. 1 5. 1 1 CONSTRUCTION PLAN FIRST FLOOR PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, (PROPOSED) ARE THE SOLE PROPERTY OF THE ARCHITECT. O DWG. NO.: REVISIONS,CHANGES AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A— OR WHOLE IS STRICTLY PROHIBITED BY LAW. DEMOLITION LEGEND NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD EXISTING EXTERIOR WALL CONDITIONS, CLIENT,AND OR GENERAL u W CONTRACTOR WHICH DIFFER FROM THE BATHROOM DINING RM. KITCHEN TO REMAIN z CONSTRUCT. DRAWINGS/SPECIFICATIONS. � � 4'-6" X 7'-8" 4'-6" X 7'-8" 11'-6" X 12'-0" -------- EXISTING EXTERIOR WALL (EXISTING) (EXISTING) (EXISTING) -------- TO BE REMOVED U O EXISTING DOOR/WINDOW TO REMAIN. ` 0 QR R R R R Q ER EXISTING DOOR/WINDOW TO BE REMOVED. O � V) r---- tr �--ter �r-- =------- --------Tr---- Y ---- ------------- r-ER. T - ----� z � 1 _____�__ ---___�--__� ER EXISTING DOOR/WINDOWTO BE REMOVED &RE-INSTALLED. O .- -� r-- ------ // Ti- \ U MUD RM. CONTRACTOR'S NOTE : 6-611 X 151-811 r (EXISTING) AFTER DEMOLITION,THE CONTRACTOR MUST INSPECT THE EXISTING z 00 STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD N CONDITIONS AND EXISTING DAMAGE OF THE EXISTING STRUCTURE; v H1.ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER \ a cn BEDROOM I �^–- \ FROM THE CONSTRUCTION FRAMING PLANS. T 1 1'-6" X 14'-2" 1/ 1 L–––_– –___–_-- L_i i_–J MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. J w (EXISTING) i -i ER. ____–—__–__ 2. ROTTED OR CRACKED EXISTING FLOOR JOIST,CEILING JOIST, –\ WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE O MADE AS TO THEIR REPLACEMENT. W U M N BATHROOM N Ir–_– /J / i 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. 1�1 O. �I� e'-s°X 7 (EXISTING) / / O 00 III O � U � N R li r------ -- J u O M III ° C r-----, E II REMOVE EXIST. ROOF SHEATHING REMOVE TOP SECTION OF EXIST. ���01 O gg \ \\ & ROOF RAFTERS. EX. FLAT CLG. CHIMNEY AND PREPARE FOR �\\��� O\ o00 __-- DN. l4 R. a\ \ J J �-----J—_—L____J---- —� II TO REMAIN TO JOISTS ONLY. �� NEW CHIMNEY EXTENSION. \ \ ER. ER. ER. L� �' \\\\\ r----------------- ---- ------ 21 ------------- / \ \ \\� / will REMOVE EXISTING GYPSUM BOARD T(TYPICAL ALL AREAS NOTED) .\�\\\\\ \\% / \ ER. ER. GARAGE \\ 15'-8" X 21'-6" � � \\\ EXISTING �\\\ \ �• — —� REMOVE ENTIRE EXIST. PARTITIONS ER. // (TYPICAL ALL AREAS NOTED) -------------------------------------------------- - BES DROOM ------------------------------------------------- -- (EXISTING) �( li II --- ----------------------------- ------ ----------------- ----------------------- ----------------------------- VE MI --------------------------- --------------------------- DAMOAGED SIHEATHHING & RIEI &ALL WITH NEW. P. ALL AREAS)PLACE W Cc -------------- ----------------------- --- O F I Lam/ ER. �� �------- _ _ ____ __ _ --- II --------------------------- U 0 ------------- -- --� --- '----------------u- -_u-------- \ ER I -- -----------------= ------- ---------- 11 --------------------------------------------------- I I ----------------------------------------------- I R ----------------------------------------- --- ----------------- LIVING RM. LL11 11 -6 X 17-0 I ------ ---- —_---� ,r--=-= __-- T (EXISTING) ---- ----- J --------------------------------- -------------------------------------------------------------- -'L---- --� ---- — f----------------�---- -------------------------------------------------------------- R R REMOVE EXIST. STEP LANDING Z Q AND PREPARE FOR EXTENSION. O BEDROOM H 1 0'-1 O" X 13'-2" < 0 (EXISTING) O Lu FIRST FLOOR PLAN RIGHT SIDE ELEVATION I rr(EXISTING) (EXISTING) n O W F' U) SEC."A" 0_ r-7771 r•---', O z I I • — I ALIGN NEW FOUNDATION TO REMAIN.FOUNDATION I III III EX REMOUNDAATTION / EXIST. AT CONNECTION U PROV. DBL. 2"X 6"ACQ. SILL PL. III ( WITH TERMITE SHIELD FIBROUS r------------------------------ ------------------------------------------------- ---- --- — ------------ — ----------- -------- ---------- ------ — ----- — --- INSULATION (TYP. ALLAREAS) — — II -------•---- y------ f —�.• G I I, r F —1 " 1 I' j PROV. 5/8" DIA. X 10" L. STL. BOLTS ------------------------- " -- � •a THRU SILL PL. OF LI . ��_— �• 1 CONST. EMBEDDED O RAMS I I ED INTO I I I I L J— 8 I .'.� r @ NO MORE THAN 3'-0" O.C. & 1'-0" I AWAY FROM ALL CORNERS. (TYP. ALL NEW FOUNDATION AREAS) I I r-- , r--I--� .w 1.• i 6" P. CONC. SLAB - HT. TO MATCH I I \ I I I I I y I F EXIST, PROV. W.W.M. IN SLAB OVER I GRAVEL TAMPED, . BASE. SLOPE — - - — �' 1/81/FT. TO GARAGE DOOR. — — — — — L---J --� L---� I �— I '. • I L . — . _ . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — . — — . — . — . — . — — L T'. _ — .' — _. .•_.r I ;_' — Ld F— IT] I I I I I *` , ' • I PROV, CONC. "HAUNCH SLAB" W CONT. ALONG GARAGE DOOR OPG. D I I L— I� i �• •• .. •, . . I I• Z Z Z O FTI I ( uP1aR. I a .•w . . • .I w _w w J I I - - - - Ow OLu fu Ow LLI n ( r , .. . b ' W W I •. • W W I 8 P. I CON I FOUNDATION W ALL I t u I I a I I I 4 l; 1 WITH 1'-10"W. X 1'-O" D P CONC. D lr D D D FOOTING (CONT.) W/W.W.M. IN E' ( 0 0 0 0 I L---------------------- ------------------------� I 'a;' ---------------------- ---------- ; , `. 1 WALL ANDFOOTIN — — —w —W ------- -- - -- ------- -------- - - __ r, G. (6 WALL) : LL LL i — —• a "• --'" -- — — " 1, — _, — I 36 BELOW FIN. GRADE ADE — — — — — — — �------- ---- -- ------- (TYPICAL) � N N 1 --- ------ ------ --- 1ST r r 1 PROV. 3 #5 TIE RODS INTO EX ; ,p �'�.'� , W — -- -----------------`—=`�--.� FOUNDATION WALL. (ALIGN) `�_ ��� �F•wJ,,.,�'. D Iri 4 (A C6 6 O O EXIST. FOUNDATION L------------=--� (i i( SCALE: TO REMAIN. (TYP.) SEC. A EXIST. FOUNDATION ALIGN NEW FOUNDATION TO REMAIN. (TYP.) W/ EXIST. PROVIDE 3 - #5 1/4"=1'0" REBAR AT CONNECTION. OFFICE SET DWG. NAME: 1 �. 1 5. 1 1 DEMOLITION/ FOUNDATION FOUNDATION PLAN PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: (PROPOSED) ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A-2 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: V4 W C^ li SII CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL SEC• CONTRAWHICH DIFFER THE FIELD ONS, REVISIONS R GEN W CONSTRUCT. DRAWINGS/SPECIFICATIONS. �� Z I a0 V Oz 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 O ` Z 3N zN a � M \ � w WEU MN D\ �\ - \�M\ U \� \ U W � 0 U z z W z 0 0 > SEC.IIA'I 0 G w w = �- fT ROOF PLAN o o W �- (PROPOSED) 0- 0 z PROV. 1 - 1 3/4"x 14" PROV. 1 - 1 3/4"x 14" II PROV. 1 - 1 3/4" x 14" MICROLLAM MICROLLAM / SEC.II A MICROLLAM Y j PROV. 2-1 3/4" X 11 7/8" MICROLAM LVL OVER NEW SECTION WINDOW G & DOORS (TYPICAL NEW AREAS) U U I U U Q Q2" O" 2'X, T. 0 O O" 2"X1 T. O O DO .0 Q 16" Q Q arW rW co U) - -- - - -- - — - cn PROV. 2-1 3/4" X 11 7/8" MICROLAM 0 0 0 .U. I U U 0 0 LVL OVER WINDOW THIS AREA. n I-" 0 0 xio"R.R. 2"X6' .T. 0 0 OV. GABLE END RAFTER SUPPORT (TYPICAL ALL NEW AREAS) U 0 0 ^ - is"o.C. ®is" .c. - c U(r WALL BELOW. (TYP. ALL) Op- Od ID IDQ b p0- PROV. RIDGE BEARING POINT LOAD r r I r w r w r" rX[ x co co x x" TO BASEMENT SLAB. (TYP.) I N NI I 0 p0• (V N OC o a FIRST FL. WALL BELOW P. r` r` X X AT - -L M N (V W I W W W w D U U 0 0 I I U U U U PROV. GABLE END RAFTER SUPPORT 0 0 Q Q 0 0 0 Q PROV. 2 - 1 3/4"x 14" TO WALL BELOW. (TYP. ALL) 2 x 2" s"aT. �p �p W w - - x,o R.R. z xe .T. ,� - ,� MICROLLAM HEADER @1 .c .c. r (0 (0 16"o.c. p,s' .c. (0 (p W Q ID r 0 0 r W r Li r Q r Q (GARAGE DOOR HEADER) Q C7 0 .0 VO =0 I 0 0 0 0 Z QQ U 2" o" . . 2"x 1 o' T. O d O o" . . 7 x i o' T. 0 0 0 H O Z Z Z Q Ir - c (lie' r r �� U� W W W J d T-LL C LL X X pIL pIL pa p0-x x J J J D (V (v I I X X X X {t..'� r 0W_ w(1: w� Ld w(1C _ F' coo c� w0 w0 .•� /: w r r r (n N r r • .s.r ty` "� 0 0 Co 0)—LL r r SCALE: 1/4"=1'0° PROV. 2 - 2"X 10" PROV. 2 - 1 3/4"x 11 7 8" 1 PROV. 2-1 3/4"X 11 7/8" MICROLAM PROV. 2-1 3/4"X 11 7J8" MICROLAM THESE LOCATIONS. TYP. MICROLLAM BM, SEC.IIAII LVL OVER NEW SECTION WINDOW LVL OVER NEW SECTION WINDOW OFFICE SET DWG. NAME: BOTH LOUVER LOCATIONS. (CONTINUOUS) & DOORS (TYPICAL NEW AREAS) & DOORS (TYPICAL NEW AREAS) 10. 15. 1 1 ROOF 0INDICATES BEARING POINT LOAD FRAMING THIS LOAD MUST BETI TRL BRACING ROOF/CEILING FRAMING PLAN THIS DRAWING IS FOR REFERENCE ONLY PLAN W/ADEQUATE VERTICAL BRACING ONLY& IS NOT INTENDED TO BE SCALED. TO CONCRETE WALL/FOOTING. THESE DRAWINGS AS INSTRUMENTS OF SERVICE, (PROPOSED) ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION THE ARCHITECT. ANY REPRODUCTION PART O A-3 OR WHOLE IS STRICTLY PROHIBITED BY LAWW. T7 TO(P3_/RATTRUSSFER PROV. DBL. 2"X 6"ACQTRUSSBRACING u \ rA SILL PLATE (TYP.) 2"X6" (rTS12)WAL 10" P. CONC. FOUNDATION STUD WALL U SIMPSON HL35 WALL. PROV. MIN. 8" FDN. SHEATHING KANT-SAG LSTI22 OR HEAVY-DUTY EXPOSURE ABOVE FIN. GRADE a \ N SIMPSON LSTA21 STRAP (TYP. ALL AREAS) :�: "' ANGLE BRACKET RIDGE ( ) (3) 2"X 10" i " '� WITH 16 10d X 1 1/2 FASTENER '�' " ' CONNECTION OF WALL � v) BEAM (STRAP REQUIRED FOR 16 JOIST I �' a'I ' HEADER , O 1 SCREW THROUGH I „I SII , SHEATHING TO WINDOW STUD TO STUD - ® DBL. MICROLLAM DEPTH OR MEMBERS WITH SLOPE PROV. WATER BARRIER BETWEEN - .: - BRACE AT EACH WINDOW ) (CSD B) \ U , HEADER -l�L- II 10dNAILSOR j I STUD TO BAND JOIST � U �-° I 18d SINKERS I \ N OF 7/12 OR GREATER). FLANGE s"O.C.VERTICAL , (csls) ® m HE FOUNDATION WALL&ACQ. RIM JOIST. I 4"O.C.HORIZON AL I HEADER ANCHORAGE OO CONNECTION OF WALL I (LSTA13) U �3 N 0.75" X 33 MIL Ib 1 SHEATHING TO 2"X 6" STUDS (STRONG-WALL ; O •;.y&•; I I�ql ' EACH CORNAL ATER) I \ '� 06 PROV. 2 CONTINUOUS # 4 i' - PROV.117/8"BOX BEAM \ (\I RE-BAR. (TYP. ALL AREAS) JACK (PH2)O6 WIT/HHED I FSILL OUNDATION ►Q1 v STUDS FIASTENEIRS 1' USSING USP BEARING a PLATE FASTENERS (HBPS/LBPS) cs FOUNDATIOPLATE N uSILL PLAT- PSI I•T•i FOUNOAT ON (BP) USING USP BEARING PROV.METAL FLASHINGPLAT �\\` NDOWSILLS (HBPS/LBPS)NERS MIR. AT LL'LOCCATONS) w C', � U M N CORNER CONNECTION D2 CONNECTION OF RIGDE p1 FOUNDATION DETAIL p1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 METAL FASTENER SCHEDULE o 00 (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 1(EXAMPLE) A-3 TO WINDOW HEADER A-3 A-3 � u o IN (EXAMPLE) (EXAMPLE) M (EXAMPLE) (ALL STRAPING TO BE @ 16" O.C.) NAILING SCHEDULE FASTEST MILE WINDSPEED(MPH) RAFTER/CEILING JOIST TO TOP PLATE SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS GENERAL FLOOR PLAN NOTES PRESCRIPTIVE DESIGN TABLE 3.1(AMERICAN FOREST 6 PAPER ASSOCIATION PRESCRIPTIVE DESIGN TABLE 3.2(AMERICAN FOREST 6 PAPER ASSOCIATION LATERAL AND SHEAR CONNECTION RESISTING LATERAL&SHEAR LOADS \\ REQUIREMENT PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 ONMERK:AN FOREST&PAPER A880CIATON 1.DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS(DO NOT CONINECTION F NIN SPACING 110 120PRESCRIPTIVE ALTE.NATI SCALE DRAWINGS). NO. COMMON TABLE39A ALTERNATIVE ID TABLE93 1AE-.11-OR BOLTS TIE ANCHOR N. Y.ALL INTERIOR WALLS TO BE COVERED WITH 1/2'GYPSUM BOARD WITH (AMERICAN FOREST&PAPER ASSOCIATION \ \ \ 1 RAFTER TO TOP PLATE(TOE-NAILED)®18'O.C. 9 8tl PER RAFTER U L 8 U L S 12'ANCHOR BOLTS METAL CORNER REINFORCING.TAPE.FLOAT,AND SAND(3-COATIS). NECTION: NUMBER ROOF SPAN 3.WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LIVER OF 6/e', P CEILLNG JOIST TO TOP PUTS(TOE-NAILED) 98tl PER JOIST FASTEST-MILE WIND&PEED FASTEST-MILE WIND EPEE° FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH GIS'RETURN ON STORIES: (�) REQUIRED CAPACITY OF CONNECTION(LBS) A TEST- TLESPEED (NPM) MPH) ADJACENT WALLS&CEILING,MANUFACTURED LUMBER REO.2 LAYERS 8 BLOCKING TO RAFTER(TOE-NAILED) 2.80 EACH END 1 1 120 1 11 1 \ \ OF 6/8'FIRE RATED GYPSUM BOARD 20 206 681 2B1 6B1 20 00 1 0 W 00 0 W 7 RIM BOARD TO RAFTER(END-NAILED) 2-180 EACH END � Teo 36B 110 120 \\•\\\ \\\\\ 4.ALL SATH?OLEI AREA WALLS AND CLG.AOJ.TO WET AREAS TO NAVE SILL PUTS TO WATER RESISTANT GYP.BD.,OR WALL TLE SET ON CONC.BD.OR APP.EQ. 8 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16D PER FOOT FOUNDATI TO >m 814 426 RAFTS ANCHOR BOLT SUPPORTING B EDGE WALL R M 8PACING ANCHOR �T 'M SPACING(CiN.�SO, \\\\\ \\ \ (CRAWL SPA N, 2 ALL HFIOM IMUM AN H R CONNECTION \ \\ \ \ \ B TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-teD JOINTS-EACH SIDE OR B.BEMENn PA IN (IN) \ \ \ B2 sae A. 4� \ \ \\\ 10 STUDTOSTTUD(FCE-NAIED) 2-16[3 24'O.C. °DOES' 86 a22 681 10 B 9 3 T I 2STORIES ALL' P3 38 \\\ \\ GENERAL FRAMING NOTES CRAW SPACE OR B{SEMENT 11 HEADER TOO HEADER(FCS-NAILED) 160 18.0 C.ALANG EDGE& 24 Y06 13 421 2B1 264 421 12 10 9 4 8• 10 26 \\\\\\\\\\ 12 TOP OR BOTTOM PLATE TO STUD(EN0.NAILED) 2-t8D PER 2 X 4 STUD LL BOTTOM 280 66B 'ID BOX NAIL-CAN BE BUBBTITIIIED FOR \\\ 1.ALL WALLS,2"X4•AND 2•X8',TO BE STUD GRADE OF SETTER 18"O.C.. PLATE TD BD COMMON NAI.& ALL OTHER FRAMING MATERIAL RA BE WITH FIR R BETTER 13 BOTTOM PRATE TO FLOOR JOIST,SANDJOIST.ENOJOIST FOUNDATI(xJ 2 82 614 4Y6 •WHEN CEILING JOISTS ARE INSTALLW PARALLEL TO PUT-TO FOUNDATK)N• 1-0BTORIEB 2 ALL WOOD FRAMING IN CONTRACT WRH CONCRETE OR MASONRY LAB-0N-°RADE ETERS THE SLIM ALL(SUB O ONNECT) e• 36 67 TO BE PRESSURE TREATED. OR BLOCKONO(FCS-NAILED) 2-18[3 PER FOOT N 388 N 4IX1 6 THE TOE NAILS IN THE RAFTER AND CEILING JOBTSHALLEOUAL U CONNECTOR UPLIFT LOAD 9.PROVIDE DOUBLE FLOOR JDISTS UNDER ALLWALLS PARALLEL TO PLR. 14 JOIST TO SILL.TOP PLATE OR GIRDER(TOE-NAILED) 4-18[3 PER JOt9T 422 661 OR M=ED TABULATED NUMBER OF NAILS L CONNECTOR LITERAL LOAD.(PERPENDICULAR TO THE WAW JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. REQUIRED. 8 - CONNECTOR SHEAR LOC. (PARALLEL TO THE WALL) 16 BRIDGING TO JOIST(TOE-NAILED) 2-BD EACH END U - CONNECTOR URUFT LOAD •TO AVOID SPLITTING.NO MORETHAN 2 TOENAILS 'AN CHORAGE RECUIRED TO RESIST LATERAL LOADS SHALL BED ETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4. 4.PROVIDE-ACING OR SOLID BLOCKING ATA MAXIMUM OF S'-0.O.C. L - CONNECTOR LATERAL LOC,(PERPENDICULAR TO THE WALLA SHALL BE INSTALLED IN 'ANCHOR SOLTSPCINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKFA ROOF AND/OR FLOOR DIAPHRAAS(QM PLF). FOR ALL DIMENSIONAL WMBER FLOOR JOISTS. 18 BRIDGING TO JOIST(TOE-NAILED) Y-BO EACH ENO 8 - CONNECTOR SHEAR LOC. ALARALLIS HALL WAW EE OF A RAFTER OR CLO.JOIST WHEN FASTENED 'ANCHOR SOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3.O.C.(MI PLF)BUILT S. •FOUNDATION RESIGNP R SECTION 1.1.4. LOCBSPINEL BE DETERMINED IN THE :FO.'%B TOPPL IN ACCORDANCE WITH SECTION 3.44 M FLOOR CONSTRUCTION:3/4'T 6 O PLYWOOD E AND SCR.FINISHED 1T BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-18[3 EACH BLOCK FOUNDATKNJ DESIGN PER SECTION 1.1.{. •ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF W 0 C(421 FLF)BUILT MATERIAL TO BE APPLIED OVER BUBFLOOR GLUE AND SCREW PLYWOOD TABULATED UPUFT REQUIREMENTS ASSUME A RCOF/CEIUNG DEAD LOC OF IN ACCORDANCE WITH SECTION 3.4.4 NOTE: TO FLOOR JOISTS. 1B LEDGER SITRIP TO BEAM(FACE-NAILED) 8-1- EACH JOIST 10 P8F(2/3%16 P9F) 6.ALL WINDOW AND DR.HDR3.TO BE MIN(2)2'X1°•UNLESS OTHERWISE •TABULATED UPLIFT AND LITERAL CONNECTION REQUIREMENTS SHALL BE-MI TED TO SPECIFIED.ALL INT.HORS,TO BE 27(10•UNLESS OTHERWISE 1B JOIST ON ILEDGER TO BEAM(TOE-NAILED) 3-BO PER JOIST BE MULTIPUED BY 0.70 AND O.M.RESPECTVELV,FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. CONTRACTOR TO NOTIFY THE ARCHITECT SRNERS PECIFIED. 20 BAND JOISTS TO JOIST(END-NAILED) 318[3 PER JOIST •TABBULLAATEDSHCATED IEARFCAP CITYREOEET OF 'UIRENG IANTSASMJMEAWALLSHEARCAPCITYOF4 PF (ROOF-TO-WALL,WALL-TO-WALL,AND OF ANY AND ALL REVISIONS DUE TO FIELD LPRONDE FULL 60LID BLOCKING UNDER ALL BEARING WALLS. W1 SON ILS SF INGWIT AT RIMET REDGES AND 12' AT ACHED WALL-TO-FOUNDATION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS CONDITIONS, CLIENT,AND OR GENERAL 21 BAND JOIST TO SILLOR TOP PLATE(TGE-NAILED) 2-160 PER FOOT W1 SO NAILS N PH7ti.-MRUCT.SOENTHING'AT INTERMEDWTE SUPPORTS)FOR B.ALL BMS.TO HAVE ADECUATE BEARING AT EACH END OR AS SPECIFIED. 23 DIAGONAL BOARD SHEATHING OTHER CONNECTION SHAUL B 9THEREOUIRED SHEAR GPACTIV PRESCRIPTIVE DESIGN TABLE 33B ALT.TO TABLE 33 CONTRACTOR WHICH DIFFER FROM THE OF THE CONNECTION SHALL BE INCREASE°. RESISTING UPLIFT B. ALLPLUS BM.AND JOIST INTERSECTIONS TO HAVE GALVANIZED HORS. (AMERICAN FOREST 1•'xe°oR 1•x e' 2-eo PER SUPPORT &PAPER ASSOC.) "° '�° CONSTRUCT. DRAWINGS/SPECIFICATIONS. Y 10 TYPICAL EXTERIOR WALLS AND ROOF TO BEL PLATES A WITH 12"EXT. PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3 2(AMERICAN FOREST&PAPER-SOC WTIOV) GRADE PLYWOOD PLYWOOD TO SPAN DVERALL PLATES AND HEADERS 1•'%10.ORWIDER 9-BO PER SUPPORT FRAMING BPCING gpOF 3PAN NUMB NAILS END OF 1-1/4'%20 11.PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTER, 24 GYPSUM WALLBOARD 6D COOLERS TEDOE/10'FIELD FASTEST MILE WINDSPEED(MPH) (IN) (�2 SONGS BTMP3 1/Y ANCHOR BOLTS SS'ANCHOR BOLTS 26 RBERBOAIRO PANELS FASTEST-MILEWINDSPEEO FASTEST-MILE WIND SPEED PREBCRIPTNE DESIGN TABLES (AMERICAN FOREST ER A880CIAT0 16 3 4 MPH 0 GENERAL ELEVATION NOTES 7P,.. eD s•EDGE/6'HELD 11° 2D PH YB/JY BD 3'EDGE/C FIELD 40 3 4 W 10D 110 120 BO 100 110 120 1.E�R­ASHfNG TO BE CORRECTLY BETWEEN ROOFS. ALLS,CHMNEYS.PROJECTIONS,ANDDPENETRATIOD AT ALL CDNNE=ONSNS 27 WPSUMVYALLBOARD 6D COOLERS TEOGE/10'HELD SPACING R00�9PAN V L• 8 • V L. 8 f6 Y4 4 6 OFFICE SET } "RECUIRS BYAPPROVEDCONSTRUCTIONPRACTICE3 REQUIRED CAPACITYOF CANNECTON(LBS) 28 4 6 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUMANCHORSOLT 2 GENERALCONTRACTORTOPOVIDECEOWTEATTCVEN TON& 12 CONNECTION 8FACING ON.) SPACING(IN.) ROOF VENTS, 30 DIAGONAL BOARD SHEATHING 341 42> 33B 260 •MI e 8 3.PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS 1'•X6"ORl'x3' 2-0D PER SUPPORT 16 121 628 1 MI 6 7 SILLPLATETOFOUNDATON- 1'•X10.ORWIDER 3-0D PER SUPPORT 20 600 626 (CRAWL SPACE OR BASEMENT) 1-0STORIEB 72 M M )Y M 72 72 TZ 12 31 STRUCTURAL.PANELS to 24 6B0 726 WALLPUTETOFOONDATION 1-38TORIE8 6l F e GENERAL PLUMBING NOTES (SLAB-ONORADE 1"OR LE89 BD 8•EDGE112"FIELD 28 �0 B� U4-CONNECTOR UPLIFT LDAO. L4-CONNECTOR LATERAL LOC Z 1 PWMBINO SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ GREATER THAN 1• 100 e•EDGE)e'FIELD 32 740 B2> (PERPENDICULAR TO THE WALIJ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 38 BYO 1027 B -CONNFCTOR SHEAR LOAD(PARALLEL TO THE WAW 2.IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF 32 DIAGONAL BOARD SHEATHING TABULATE°UPUFT REQUIREMENTS ASSUME A ROOF I I I ll• - CONNECTORUPLIFTLOAO IFAC G.D.L 10 PSI.). THESE DRAWINGS AS INSTRUMENTS OF SERVICE, W PWMBING FIXNRES OR EQUIPMENT,PROVIDE BRACING TO THE FRAMING 1"X 6'OR 1'%9' 2-0D PER SUPPORT L• - CONNECTOR UUE U LOAD.(PERPENDICUURTO THE WAW CEILING. A TNG.DLA6SEMBLY 19 NOT PRESENT OR IF THE PER ALL APPLICABLE CODES. 8 T CONNECTORSHEARLOAD. (PARAUELTOTHEWAW CEILING ASSEMBLY IS 1"X 10'OR WIDER 9-0D PER SUPPORT 'TABULATED UP UFT REQUIREMENTS ASSUME A ROOF,DEIUNG DEAD LMO OF IO PSF THE CONNETED NUM BER o°F ASSEMBLY, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO (2/3 X 16 PSE) NAILS SHALL EE ING EASED BY 1 NAIL AT EACH END. 'BE UUTEDUPUFTA -.ORAL RESPECTIVELY,FOR -INTBSHALLBEPERMTITEDTO •FORWAll-TO-WALLANDWAWT0.FOUNDATION REVISIONS,CHANGES,AND/OR MODIFICATIONS BE MULTPUED BY M AND O.UIL DING CORNELY,FOR FRAMING NOT CONNECTIONS,THE TABULATED NUMBER OF NAILS 'NAILING REOWIREMENTS ARE BASED ON WALL SHEATHING NAILED B'ON-CENTER AT THE PANELEDGE HA ALLOWED WRITTENAUTHORIZATION LOCATATEDUP IF FOADSARESPE I CORNERS SHALL BE ALLO /O TT IF WALL SHEATHING IB NAILED 3'ON-CENTER AT EHT PANEL EDGE TABULATED UPLIFT LOOS ARE SPECIFIED FOR ROOFT6WALL CONNECTIONS SHALL T EACH OF T TO BE REDUCED BV TO OBTAIN HIIGHER SHEAR CAPACITIES,NAILING REOUIREMENT3 FOR STRUCTURE MEMERS SHALLBE ,WHEN GALCULATNO UPLIFT LOADS FOR WAWTO-WAIL OR WALL-TO 1 NAILAT EACH OF THE STRAP FOR EACH BY THE ARCHITECT. ANY REPRODUCTION IN PART DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, FOUNDATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE FULL WALL ABOVE. SHALL BE USIED TO MAINTAIN THE LOAD PARI. REDUCED BY PLF(2 X loo PLF)FOR EACH FULLWALLABO E OR WHOLE IS STRICTLY PROHIBITED BY LAW. O •WHEN WALL SHEATH INGISCONTINUOUSOVER CONNECTED MEMBERS.THETABULATED NUMBER OF 'TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OFW FEET.FOR NAILS SHALL BE PERMITTED TO BE REDUCED TO 1.18[3 NAIL PER FOOT. MEAN ROOF HEIGHTS OF 16 FEET OR LEB3,THE TABULATED VALUE3 SHALL BE PERMITTED TO BE MULT1PUEO BY 0.W. Q CONT. "COBRA" RIDGE VENT. EXTEND BRICK CHIMNEY TO CLEAR TYP. ALL AREAS OF ROOF) NEW RIDGE BY 2'TO THE TOP OF O II TI FLUE EXTENSION PER N.Y.S. CODE. ' ' I LAM RIDGE BEAM. PROV. NEW FLASHED "KRICKET" W T W TOP OF RIDGE - _ - - - - PROV. CONT.1 3/4 x 14 GP- Z PROV"CO T.2' X 1 PROV. ON .1 3 4"x 4" P- RI GE EA II LA RIDGE BEAM. II II II II II II II II II II II II II II II A III II II II II II II II II II PROV. "LIFETIME" "GAF"ASPHALT II II II II II II II II II 11 II II II II l -'� 711 II II II II 11 II I(-- 'T 111 II I PROV.2"X 12"RIDGE BEAM_ I I ROv.2'x 12^RIDGE BEAM ROOF SHINGLES (TYP. ALL AREAS) __ I OVER 15 LB, FELT, (COLOR T.B.D.) � 1- I II II II II II II II II II II II I 2' 10"C ALL) o.c I III EXTEND ALL WALL TO NEW CEG. HT. -- - - z"x 10 .T.1 16" - - -- ) -- PROV. "WEATHERWATCH" UNDIER- II 1111 III II 1 II 11 II II II II II III ---- - -- �' ( ATHEDR L LG.AREA) LAYMENT ALONG ENTIRE BOTTOM ii ;'s: II II II IIIAI I __I_______ EDGE OF ROOF UP 2'-O" (TYPICAL) O I , r R - 38 KRAFT FACE. INSULATION o ---------- --------- I ALL ROOF SECTIONS �J 8 11 111 II II II (TMP ALL C. II 111 II II I II II II /„r, II II II II BY"CERTAINTEED" OR APPROVED ,l 2"x q ) 0- 2' .T. 16' I III j�/ i i-�r III I I I I III r%i' Ari', 111 (- �,______--(NO -CATHS R LCA LG.AREAS) q /, ' / /, EQUAL. (TYP. ALL AREAS) -----1-1-------------- O / IIIA I1 11 11 II II III r / IA II PROV. 5 8"ACQ. PLYWD. SHEATH. II II I II II II II II II II II II ;/i r I %' P I I � (TYPICAL ALL ROOF AREAS I II II II II II II II II II II II II II II II II I II II II II IIIA / IIIA II II II II II I �/ ���� III1 II II II I PROV. 1 1 2"Ti OAK SHELF 2 1 I )• r//� I ! %% NOSING. CONTINUOUS PROV.2 1 3/4"x 11 7/8"GP LAM PROV,6"X 6"STRUCT.WD.COL. LL. I i I I I I I I I I I I I I I I I I I I I III ;/ 11 I I I I I I III ,,. I I I I ( ) �"'' -' I �� CONT.BM.(OUTSIDE TO STL.COL.) I TO BEAR ON 2-1 3/4"X 11 7/8" P P 3 ALA 11117/8" MICROLAM 11 11 11 11 11 11 11 1111 III II 11 11 III Ill II 2"X 6"WOOD STUDS W 1 2" CDX I GP LAM.BELOW. RL 2-11AL IDC 11 LVE VER ALL IN OW6 & OOR II II II II III ------- IJ II II II II lll ------- It111 II PLYWOOD SHEATHING. (TYPICAL) Y TOP OF ATTIC FL. I C h GS. (TYPICAL L AREAS II II 11 11 11 II I II II 1 11 III___ 111 II II 11 II II 111__ 111 11 II I I I II I 7 11 n II 11 a 11 II 1 I1 I1 II 11 111 1 --- F--Til a 11 1 II III �I -�l-- 111 II 11 DBL. TOP PLATES. (TYP.) R - 21 PROV.6"x N STRUCT.WD,COL. PROV. CUT 2"X 10" SUB-FASCIA -------------------JJ--__ TO BEAR ON EXISTING STRUCT. II II III HIGH DENSITY FOIL FA. INSUL. - --- STL.COL.IN BASEMENT.(2 REO'D.) PROV. 5/4" X 8" "AZEK" FASCIA BD. U / II IIII Illl-- 111 -II-- II II II II II I�--II--II a --II-- II II II II IIIIIII �IIIIIII II III II II III II 1 1! H11 j I- PROV. "TYVEK DRAIN WRAP" FILL ALL NAIL HOLES AND APPLY 2 - 117- - --- -- ii 11 --------------------------- COATS "BENJAMIN-MOORE" PAINT OP OF 1ST. FL. WINDOW _u_ u LL__IL__IL__LL__IL__I �__�__ _ X1__11__ a _IL_ r 1_11L_Jl__1L__WI -L_ IJl_ OR APP. EQ,(TYP. EXPOSED SIDES) 19'-101, _ . - . - . - . - - - - I 11 y ,;, ; ;, I I PROV. 1 2"ACQ. PLY. SHEATHING PROV.6"x s"sraucT.wD.COL. 6 WHITE ALUMINUM GUTTER AND 0/ -v -- /k TO BEAR ON EXISTING STRUCT. LEADERS. (TYPICAL ALL AREAS). (TYPICAL ALL PERIMETERS / r;. ir, .', /, /r, %i-` ! /r% i2i %'< 'i'. �i✓/�i / r/,ir"r/;'j„ /��/ STL.COL.IN BASEMENT. 2 REO'D. I j PROV. CONT, "AZEK" BEAD BOARD 81-211 PROV. 6 X 6 STRUCT. WD. COL. SOFFIT W/SCREENED 1 VENT ;a ,, /jj// TO BEAR ON EXISTING STRUCT. PICAL ALL AREAS r /i/ I -2/1 on' i//- /// ,,r, (3 REQ D.) 61-811 %/ i STL. COL,/FDN IN BASEMENT. ) i%/ /�/ '%.• o% ' ' /%; -%' PROV. CONT. 2" X 10" RIM BOARD I 1 (TYP. ALL NEW AREAS) I I I I I II" PROV. 6 X 6 STRUCT. WD. COL. TOP OF FIRST FL. TO BEAR ON EXISTING STRUCT. STL, COL./FDN. IN BASEMENT. i 2"X 10"F.J.(G?16"O.C._ 2"X 1 O"F.J.(ail 16"O.�.l D 1 1 j r (EXISTING) (EXISTING) PROV. DBL. 2"X 6"ACQ. SILL PL, 31 0" ❑ WITH TERMITE SHIELD FIBROUS (VARIES) ------ ------------------ ------------- INSULATION (TYP. ALL AREAS) Y EXIST. BASEMENT TO REMAIN. � - ------- ---- -------------- -------- EXIST. FOUNDATION TO REMAIN. PROV. TIMBERTECH "RADIANCE PROV. TIMBERTECH "RADIANCE 4' RAIL" SYSTEM FOR RAILINGS OVER EXIST. BASEMENT TO REMAIN. RAIL" SYSTEM FOR RAILINGS OVER EXIST. BASEMENT SLAB TO REMAIN. 4" X 4"ACQ POSTS. CAULK ALL 4"X 4"ACQ POSTS. CAULK ALL EXPOSED JOINTS.(TYP. ALL AREAS) EXPOSED JOINTS.(TYP, ALL AREAS) ,•� W SECTION A SECTION B - 2" X 8" BLOCKING- Z ROOF (2) 2"X 4"TOP PLATE W W W 0 TRUSS SHEATING TO WALL STUD J J J TOP PLATE. BAND JOIST WALL STUD U?� U 8 U 3 CO WALL FLOOR FRAMING 00 W 00- 00 W> 00- CLIP ANGLE (BOTH SIDES OF STUD W M W>r W>r W IY OW OW 0W OW CONNECTION) MAIN. LENGTH = JOIST Dix Dm Dcr Dtr WEB DEPTH MINUS 1/2" N coo 00 00 U)0 (3) 2 X 10 BOTTOM PLATE (�W (A W (A W (�W DOUBLE WALL STUDS WINDOW CONNECTION OF WINDOW - - - - 8 SCREWS 1(4 PER LEG TOP PLATE HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR BAND JOIST 0 N r r IN SIMPSON LSTA18 STRAP WITH SUPPORT BEAM 2"X 10" RAFTER (12) 10d FASTENER. N T 0) PILE-/ CONNECTION OF FLOOR FRAMING TWO- MEMBER FLOOR SUPPORT BEAM � ao of 0 O RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 CONNECTION OF WALL TO FLR. FRAMING SCALE: METAL HURRICAN WITH (7) 1 O X 1 1/2 FASTENER STRAP WITH (12) 1 O X 1 1/2" FASTENER SIMPSON Ili8 STRAP WITH II- , II CONNECTOR TO STUD AND RAFTER. 2"X611 /4 -1 0 JACK INTO FLOOR JOIST AND SUPPORT BEAM (12) 1 Od FASTENER. WALL STUDS CONNECTION OF BAND JOIST TO SUPPORT DWG. NAME: SHEATING SIMPSON LTP4 STRAP (12) 8d X 1 1/2" BUILDING SECTION 101ST TO HEADER JOIST D4 CONNECTION OF TOP D6 BIRDSMOUTH CUT D7 CONNECTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING D9 CONNECTION OF WALL PLAN (EXAMPLE) A-3 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. A-3 DWG. NO.: (EXAMPLE) (EXAMPLE) (EXAMPLE) (EXAMPLE) A-4 NOTE:CONTRACTOR TO U OF ANY AND ALL REVSIIO SHDUE TOITECT FIELD CONDITIONS, CLIENT,AND OR GENERAL W TOP OF CHIMNEY CONTRACTOR WHICH DIFFER FROM THE vZ �. — . — . — . — . — . — . CONSTRUCT. DRAWINGS/SPECIFICATIONS. r`, \ �z I II \ J r. 21-011 -� TOP OF RIDGE \\�/V / \ u - . - . - . - . - . - - N cn � \ lz � U o PROV. "LIFETIME" "GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) z o0 PROV. "WEATHERWATCH" UNDER- / � Q �N LAYMENT ALONG ENTIRE BOTTOM 1`� � a Y r EDGE OF ROOF UP 2'-0" (TYPICAL) PROV. 5/4" X 5" "AZEK" FRIEZE BD. ALL ROOF SECTIONS). ° " FILL ALL NAIL HOLES AND APPLY 2 U w TOP OF ATTIC FL. COATS "BENJAMIN -MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES) PROV. CUT 2" X 10" SUB-FASCIA PROV. 5/4"X 8" "AZEK" FASCIA BD. U N FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT 0 00 r'TOP OF FIRST FL. WINDOW OR APP. EQ.(TYP. EXPOSED SIDES) N 191-10 — • — — . — • — • — • — • — PROV. 5 4" X 8" "AZEK" CORNER BD. 6"WHITE ALUMINUM GUTTER AND �! O ^" FILL ALL NAIL HOLES AND APPLY 2 LEADER . (TYPI AL ALL AREAS). p.i COATS I 11 ,//,: PROV. CONT. 'AZEK BEAD BOARD \\�� $ _3 p �/�; OR APP. EQ.(TYP. EXPOSED SIDES) SOFFIT W/SCREENED 1 VENT \����\� \\ i " 1 (TYPICAL ALL AREAS ""•:" �/,-;: PROV. 5 4 X 4 AZEK CONT. TRIM m' ) 61-811 /r/ //• COATS "BENJAMIN-MOORE" PAINT \O\\\\ \\ / / / FILL ALL NAIL HOLES AND APPLY 2 \\\\ OR APP. EQ.(TYP. EXPOSED SIDES) T P F FIRSTFL. O O 3'-0" (VARIES) PROV. TIMBERTECH "RADIANCE RAIL" SYSTEM FOR RAILINGS OVER 4" X 4"ACO POSTS. CAULK ALL LEFT SIDE ELEVATION RIGHT SIDE ELEVATION EXPOSED JOINTS.(,(TYP. ALL AREAS) Li -TOP OF CHIMNEY — _ (PROPOSED) (PROPOSED) O U 21-011 TOP OF RIDGE W -� — — — ' — ' — — ' — PROV. "LIFETIME" "GAF"ASPHALT Z ROOF SHINGLES (TYP. ALL AREAS) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) z __ ALL ROOF SECTIONS). O Q --- - -- r;��, TOP OF ATTIC FL. 12 W = PROV. CUT 2" X 10" SUB-FASCIA 71 FILL ALL NAIL HOLES'AND AIPPBLY 2 Q O COATS "BENJAMIN-MOORE" PAINT W 0 191-1 011 (-TOP OF FIRST FL. WINDOW OR APP. EQ.(TYP. EXPOSED SIDES) /' LEADERSALUMINUM (TYPI AL GUTTER AND � ' PROV. CONT. "AZEK" BEAD BOARD z 81-311 �r - '4 E '"moi % �i%' — B -- /i•: ;,, j/;" -ii / i%/,/, ii%% %%. ,r /// /.,; /,;,. /�i G; ,. � %.,R `, ;% /%`%, '; .. _- "moi; ,r �:•, LL "CEDAR IMPRESSIONS" SIDING (TY L SURFACES P. AL U.O.N.) TOP OF FIRST FL.-011 - - - - - - - - - - - - -- - - ---- - - - - - - - - - - - - - - - - - - - - - - - /1 � . • ii , �/iii. .. ,. � ;/ (VARIES) PROV. TIMBERTECH "RADIANCE RAIL" SYSTEM FOR RAILINGS OVER 4" X 4"ACJ POSTS. CAULK ALL REAR ELEVATION- (PROPOSED)L EVAT I O N EXPOSED JOINTS.(TYP. ALL AREAS) (PROPOSED) TOP OF CHIMNEY - - . — . — . — . — . — . — F- a 1 11 2 -0 TOP OF RIDGE PROV. "LIFETIME" "GAF"ASPHALT Z ROOF SHINGLES (TYP. ALL AREAS) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) 0_W ALL ROOF SECTIONS). H _W TOP OF ATTIC FL. C � PROV. CUT 2"X 1 O" SUB-FASCIA � p 1 I j / PROV. 5/4" X 8" "AZEK" FASCIA BD. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MOORE" PAINT 'TOP OF FIRST FL. WINDOW OR APP. EQ.(TYP. EXPOSED SIDES) 19'-1 O11 . • — • — — — — • — — 6"WHITE ALUMINUM GUTTER AND El 1:1r ', � � % � '�- ,•�"' '�, ' LEADERS. TYPICAL ALL AREA ./j �r•y "'i'/ - / r' /d/y it /f/.�•" /,' / ,C:. � /' i4 !/ / � /L' i //� r%" ) / !; ; - '' PROV. CONT. AZEK BEAD B ARD H I- H I- , / /,.' % / /, r ><' ' r Z Z Z Z 81-311 SOFFIT W/SCREENED 1 VENT (TYPICAL ALL AREAS) - — — — — /r,/; 2 �/�,- J J J ,.i, a / / is / - PROV \� �' /�i ir" ,� i, �''� / ," "�/"./ i/,/ <,/� i �.;' ;%r' .;�".;� 6 EXPOSURE CERTAINTEED '%- 3 o /i, xi. ,,. /i'///i;"i/;fir /'%' or/ rr''„ „r /i / ,. / , /i / ;s �, a'"i r;.; w/. e' Q Q W Q W i /o i', , /,. , ///:,';.,r" r/ rr, %% .:, r, i;, ,,, CEDAR IMPRESSIONS SIDING .�r� �>, _ _ _ (TYP. ALL SURFACES U.O.N.) .`r,%, `,,_».. z P H F H� W W W W Lu TOP OF FIRST FL. - 0 U)0 u)0 w 0 U. 11111 1 11111 mss" LL�.. N N N uj 3'-0 ,ri n°,•M y-tits ARIES El SCALE: 1/411=1'01' OFFICE SET DWG. NAME: FRONT ELEVATION 10. 15. 11 ELEVATIONS PLAN (PROPOSED) 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-5A BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW.