The URL can be used to link to this page

Home My WebLink About39803-Z �o�p��FF�I�'�o�� Town of Southold 7/29/2016 � � P.O.Box 1179 0 °" ? 53095 Main Rd ��,�� ap�� Southold,New York 11971 ` � CERTIFICATE OF OCCUPANCY No: 38422 Date: 7/29/2016 TffiS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Pvt Rd Off E End Rd,Fishers Island SCTM#: 473889 SecBlock/Lot: 3.-6-3.12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pernut heretofore filed in this office dated 5/27/2015 pursuant to which Building Permit No. 39803 ,dated 5/27/2015 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: alterations and additions, includin�deck and outdoor shower, to an existing one family dwellin�as applied for. The certificate is issued to Howe,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39803 6/3/2015, 5/12/2016 PLUMBERS CERTIF`ICATION DATED 5/24/2016 Pete Mrowka . Auth ed Signat re �o�suF�Q��c� ' � TOWN OF SOUTHOLD , �� BUILDING DEPA►RTMENT a � TOWN CLERK'S OFFICE c+y • o�� SOUTHOLD, NY �,o� ,� ,�� BUILDING PERMIT M1 ' (THIS PERMIT MUST BE KEPT ON THE PREMISES .�, WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) _ Permit#: 39803 � Date: 5/27/2015 Permission is hereby granted to: � " Howe, Nancy Revoc Trust 40WEImSt Greenwich, CT 06830 r '� To: CONVERSION OF ACCY TO HABITABLE SPACE PLUS ADDITIONS/ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. R,��.C.�j�„ �� 3�}Lkp(o :� At premises located at: Pvt Rd Off E End Rd, Fishers Island � �" SCTM # 473889 � Sec/Block/Lot# 3.-6-3.12 Pursuant to application dated 5/27/2015 and approved by the Building Inspector. To expire on 11/25/2016. � Fees: PERMIT AL $120.40 CO -ACCESSO Y BUILD $50.00 , T tal: $170.40 , ` F- _ Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) � PERMIT NO. 34406 - Z Date JANUARY 30, 2009 Permission is hereby granted to: NANCY K K HOWE REVOC TRUST � 190 CLAPBOARD RIDGE RD GREENWICH, CT 06831 for : CONVERSION OF ACCY TO HABITABLE SPACE PLUS ADDITIONS/ALTERATIONS 1�� I TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at PVT RD OFF E END RD FISHERS ISLAND County Tax Map No. 473889 Section 003 Block 0006 Lot No. 003 . 012 pursuant to application dated JANUARY 20, 2009 and approved by the Building Inspector to expire on JULY 30, 2010 . Fee $ 240 . 80 — ' �� Authorized Signature ORIGINAL Rev. 5/8/02 ' Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A 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 1% 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 Apri19, 1957)non-conforming uses,or build'engs and"pre-existing" land uses: 1. Accurate survey of property showing all properiy 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- $100.00 3. Copy of Certificate of Occnpancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 � Date._��`� C�,6��lp New Construction: Old or Pre-existing Building: � (check one) Location of Property: cl��j(1�d R l(�(�� ' I V�-L House No. Street Hamle— tT— �wner or Gwners of Property: ��1(�(��Q Suffolk County Tax Map No 1000, Section Block (D-�� Lot I� Subdivision �� Filed Map. Lot: Permit No. ��'i Ol� ��. Date of Permit. 01 ,� Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: • �/ (check one) Fee Submitted: $ Applic t Signature ��OF �OUr�,�l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road � � F�(631)765-9502 P.O.Box 1179 � � �� roQer.richert(cr)_town.southold.nv.us Southold,NY 11971-0959 Q ��coU�TTY,�� BUII.,DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: Nancy Howe Address: Private Road(460 Cedar Ridge Road) City: Fishers Island St: New York Zip: 6390 Building Permit#� 39803 Section: 3 Block: 6 Lot: 3.12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: "AS BUILT" 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 X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment. "AS BUILT" - ELECTRICAL SURVEY - NO VISUAL VIOLATIONS- 1 Paddle Fan Notes: Inspector Signature: Date: June 3, 2015 Electrical 81 Compliance Form xls ��pF SO(/j�„�l Town Hall Annex � � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 Po.BoX i1�9 G � �� roger.richert(a�town.southold.nv.us Southold,NY 11971-0959 �` ��4UN�`8,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: Howe/King Address: 460 Cedar Ridge Road City: Fishers Island St: New York Zip: 06390 Budding Permit#: 39803 Section: 3 Block: 6 Lot 3.12 WAS EX�►MINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: N/I EleCtl'IC �icense No: 34408-ME 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 INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS otherEquipment. 1- Paddle Fan, 1- Exhaust Fan, 1- ARC Fault Circuit Breaker Notes Inspector Signature: � Date: May 12, 2016 z Electrical 81 Compliance Form(2).xls Code Enforcement C'ertifcation of Compliance-Domestic Water Supplv Solder&Anti Scald/Therfnal Shock Prevention Building Permit#: c� -I g�� °�, Date: �� aOI lp Properiy Owner: 1 �1 � � ProperlyLocation: ��1 C� �O� ��5�1� ��IC�,C�. � y �-CO�� Installer/Plumber: p�� J��'(!�,�� Address ant�Telephone: ` - �� Crp�87-37�� Suffolk County License Number:��-{-`'-��a�p I hereby certify that the solder used for the domestic water supply lines in connection with the above referenced _ _� � building permit conforms to the applicable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. I further certify that an anti-scald and/or thermal shock preventing device has been installed in conformance with all applicable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. �`� �WP� S" Please check one: � I certify that I am the licensed plumber(License# ��Z� )that installed the plumbing on the above r�erenced premises above. - ( ) I certify I am the homeowner and I personally installed all the plumbing on y above referenced premises. Sworn to bef re me this 1,�� Signature Day of , 20� G� otary) • /p�� ,8 Revised 12/5/12 v�� ta�3 � _, : �_ � �— �� o��pF SOpjyo! � o �� :�� ' aQ ��ourm,�' TOWN OF SOUTHOLD BUILDING DEPT. 7�5-1�02 1 NSPECTION [ ] FOUNDATIAN 1 ST [ ] ROUGH PLBG. [ ] FOlJNDAT101� 2ND [ ] INSULATION L ] �RAl1�ING / �TRAPPINC [ ] FII�IAL [ ] FIREPLACE & CHIIVINEY [ ] FIRE SAFETY INSPECTION REMIARKS: �� a � � DATE �� ° INSPECTOR , i � � -� �� OF SO(/Ty0 ,�o !o - '# # � • �o � • , ��'��OUM'I,Nct� TOWN OF SOUTHOLD-BUILDING DEPT. �� 765-1�02 fV�S P E�CT 1 O�N � � - [ ] OUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION �, [ ] FRAMING /STRAPPING [ ] FIIdAL [ ] FIREPLACE � CHIMNEX [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT�CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING � . , REMARKS: DATE ��- °�' � INSPECTOR - 1 � ��OF SO�T�,o - � � � �# � • �o • - ��y�OUMV,� TOWN OF SOUTHOLD BUILDING DEP'Q'. � 765-1802 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGFI PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ .] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIING REMARKS: l. DATE � l � v �� 1 NSPECTOR - "�✓ '�� ' �`✓ ��' �y . � , FI�LD�N'SP��4�`7 RE�fOS�� AAT�. - - - CO�� -- U`-��r �Q � � �'Q'CJ1�iDA�OI�i(1S'�j , . � - UJ � ' `.^............�.►�.:»w.a'*..�..r.. . . . � '�^- ' ��C/,1 , � �o�xn�,�orr�zrm� . N��' ; . � �'s o � � , , � ' ' �-3 • . , , ' • ' � ROU�Fi FR�I�C�& .; ' � �^ �'y PLUMBTti'G . � . , ' • �.....�_� �j .. . . . � � � __.___T . . ' � t� JNSULATZON PE1�N�'�'� y STATE FNER.GY�O�Y� . , ---�-� � .. , . . � � �_� � �� ,�r D J� r rT I �N� � C��►'Y)m C. ' � , • • ' ' � _ _ _ ^ f � _ � ` �`.�, ' � o v = - y � ,�- � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followmg,before applymg7 TOWN HALL Boazd of Health SOUTHOLD,NY 11971 4 sets ofBuildmg Plans TEL:(631)765-1802 Plamm�g Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �� Check Sephc Form N.Y S D.E.C. Trustees p Flood Permtt Examined / � 20 m7 Storm-Water Assessment Form Contact: Approved � 20� Mail to•L«1dO� ('(�f OuJICA Disapproved a/c Qb 30��, r-s N Y oc�3�o Phone: �9�J�'`]��S"�J�DO�D Exp�rarion � 20 �/� Building Inspector APPLICATION FOR BUILDING PERMIT Date �a�� ,20�� 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 applicadon,the Building Inspector will issue a Building Permit to the applican�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 e�cpire 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 pernut 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 Yor15 and other applicable Laws,Ordinances or Reguladons,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The ap ' ^ � � � s,ordinances,building code,housing code,and regulations,and to admit au � �+Lrec o r s b for necessary inspections. (�1% �c-oner�c-�: [`Ylar,.�x��1�- C.LC �A� 2 0 2009 (Signature of applicant or ame,if a corporation) (� ox 3a5 , f=1 1�1�1 CCo39C� (Mailmg address of appl�cant) BLDG.DEPT. St te whether a�Yi��St�(��,lessee,ag t,architect,engineer,general contractor,electrician,plumber or builder C�.GC�n�-�- Name of owner of premises �Q.n(�� 1Q �0�� (As on the tax roll or latest deed) ' If applicant is a corporation,signature of duly authorized officer ; �-1��'a�SYll,?��-TU`•� � (Name and title of corporate officer) Builders License No. I 5 y^1-1 I-}� Plumbers License No. Electricians License No. �{g��`j - �"(1 E Other Trade's License No. 1. Location of land on which proposed wor will be done: ✓- ' n��vQ'to ��d D-� ��S'� �(1C� �C� I'i S h�5�� House Number Street Hamlet County Tax Map No. 1000 Section �� Block Lot � � � �a Subdivision Filed Map No. Lot i' y 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy Su[`fl�`(1P� ��2.5��'�eXl� b. Intended use and occupancy �U�1�M.�� \�e51 2n� p - � 3. Nature of work(check which applicable):New Building Addition � Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost �('X'�. �(7� Fee (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 1�1�� 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. /v�} I i h 7. Dimensions of existing structures,if any:Front�� Rear � Depth 7� Height .�� Number of Stories a Dimensions of same structure with alterations or additions: Front �S 3� Rear B�J r Depth "� �� Height �lfl' Number of Stories � i � ! 8. Dimensions of entire new construction:Front I � Rear � � Depth r�(� Height l�t Number o#Stories I , ��"I � Depth .�i�� 9. Size of lot:Front �o�O Rear 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated ��"�D�� 12.Does proposed construction violate any zoning law,ordinance or regulation7 YES NO� 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO � qo clapboac-d R�d�e �a . 14.Names of Owner of premises N At�('��u�w e Addressr�(�PYIUJIC�I' '► CZ Phone No. a��-�o l o�• y aa co Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO�_ *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 restricrions with respect to this properly?*YES NO� *IF YES,PROVIDE A COPY. , STATE OF NEW YORK) SS. ° COUNTY O� C,��„(� � I L f Q�Q being duly sworn,deposes and says that(s)he is the applicant (Nazne of individual signing contract)above named, (S)He is the ��1iQ�� (Contr or,Agent,Corporate Officer,etc.) ' of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this applicadon; � that all statements contained in this application are lrue to the best of his lmowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. ' Sworn to before me thisI . - � day of J ,� 20� -, ' � Notary P blic Signature of App t f L�`�l�/ls�l 0 ({' � �F Scott A. Russell �.�°��. ��C'�O�J[�I��1[\�VA\�C']E]E� SUPERVISOR � � I��1[A\1�A\cG�]EI��1[]E1�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 � � 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�,�Q � _� To wn of So u th o l d � ��,�� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - �� '�a� ��c�' ��,� �� '��[� ��[,�,��1��; Yes No . (CHECK ALL THAT APPLY) ❑�A. Clearing, grubbing, grading or stripping of land which affects more � than 5,000 square feet of ground surface. ' : ❑[�B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑[�C. Site preparation on slopes which exceed 10 feet vertical rise to 100 f eet of horizontal distance. ❑�°D. Site preparation within 100 feet of wetlands, beach, bluff or coastal � erosion hazard area. , ❑[�E. Site preparation within the one-hundred-year floodplain as depicted � - - -on FIRM Map of any-watercour-se.---- -- - -- --- -�-- - - � ❑[,�F. Installation of new or resurfaced impervious surfaces of 1,000 square � ' feet or more, unless prior approval of a Stormwater Management � Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. � If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County T�Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Disu ict NAME w��u Section Block Lot '��$",�",`, �`%:��` I�()R F�U1LllI�t� I>�'!'�I�T�-1C'�!(i� [,:�L: c)`�1.E '$�'' Contact Informahon ��• �8-5(n�(n ,7elrphonrNumlxo . _ Rev�e�ved By� — — — — — — — — — — — — — — — — — — Dat e Property Address / Location of Construct�on Work. — — — — — — — — — — — — — — — — — � I Approved for processing Building Permit '1�� e��r�� _ _ Stormwater Management Control Plan Not Requ�red. ��.`�er`� ,SIQ. ��3q� a Stormwater Management Control Plan is Reqwred. ' (Forward to Engineering Department for Revie�v) FORM # SMCP-TOS MAY 2014 f qo . � , , , o��OF SO�jr�,Q ' �� o . Town Hall Annex � � Telephone(631)765-1802 - 54375 Main Road � y � (631)765- 5 � P.o.BoX ii�s � • �0 roqer.richertC��o`wn^sout o .nv.us Southold,NY 11971-0959 � ' `�C�V�,�'' 0 � BUILDING DEPARTMENT ' , ' ` TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL IfVSPECTION REQUESTED BY: � � b �, _ Date: , � - Company Name: � Name: , � r . � � License No.: , Address: , � , Phone No.: ''18 • (p�(p JOBSITE INFORMATION: (*Indicates required information) � *Name: ' - � *Address: y ed0.l�' t r� *Gross Street: � *Phone No.: , •'�� Permit No.: �j`��3 Tax Map District: 1000 Sec#ion: `-b03 Block: Lot: . �: � *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �� Q. �� 1�� Cc�a t,��4�, a��.jC�l I � (Please Circle AI��'hat Apply) - *Is job ready for inspection: YES / NO Rough In , Fina � *Do yo� need a Temp Certi�cate: . YES / I�O - � Temp Information (If neededJ - *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION _ �_ ' � � �_ - 82-Request for Inspection Form CME Associates, Inc. 32 Crabtree Lane,Box 849,Woodstock, CT 06281 Phone: 860.928.7848 Fax: 860.928 7846 FACSIMILE TRANSMISSION . rv� . ', ` oAY�.` a 1-29-09 ,- : �w '".� n"` .;�—___ �_— ir . �._,�r--� .��— -__—____ � --- -- � � ; To -'3 Vicki Toth !, '�:,FR9M '"," Lyn Smith , ' , � �, " , ;f : ;��;�::;z�.-,`..''.;--- -- --------£,»;�:.:::;:;,-�.::ri. ;,`=�-- -- — ----- ' :NO,OF^. � Faxw�No:;,�� 6�1-765-9502 � �`�.;pA�Es� , �� 8 including this page , , , „ . _ - W__��._..�--------- ----------------------- — - - _� __ _______�----_._ _ ___- -- --------z�.._ _ _ ��sua.iECTn;�' Howe Residence Addition - Buildng Permit , Please confirm receipt of this transmission � ❑ by telephone phone : ... ❑ by return fax fax: ... ❑ by email email address : , @cmeengineering.com NOTES:Vicky, I trust that this additional information will complete the Howe application and that a building permit can be issued by your office. If you find that this is not the case, please advise me. Thank you, , . Lyn Smith D 15 lVr � � � '� � �� 4 �OQ9 BLDG.DEPT. , 10WN OF SOUTHOLD �-�-��, ,q ,-�-r�,�,-�... . . , ,.y,--;—�;�:,-�. �.��'.'.�.'.- 4..A 8 �$+"� d' ` µ'4:i�r„$�.i. �.��'r ,k�. „H '�N v;k "'� c �.�,�{t�t�:�Y,� ..�.,� �`< 'a. Q' ;,�na/o'e"" � ry_ o".o ,^ :,2�'" y`pay�a "ti 'n ..;,0�&0�Y' „ ' ';X, M1l n ,:Y. . l,��+°.Y kx ..'6 .s�t^`"'��°�=�� G;' ,.�.a` ..1't+ �� , . .g�., Y �Yi� ;�a,� ��..�., .:h'm.*� :�„.' ^,�" aa ,y�.�:�.�r':, �,� � i, o-, w. . � re.� �.. . � , v , n j i. '�'E"� . �:�'' � . i�.,,�4 , r ! .i`� r�N '1n Yu A(.i� ., t y r � � �i� . �r. ' , �� '�"i , uA, x �� C` t"'.,. CME� _.J,�.` . . ,� � �., , . :. �� . �..: . ...:.. ...>...._. .,..,....,,.._ ._9 � � � (�� $ �� G� I " ��,OF OUj�,o -� �J ,`O lo . Town Hall Annex � � Telephone(631)765-1802 54375 Main Road N � Fax(631)765-9502 P.O.Box 1179 G � Q Southold,NY 11971-0959 �Q � l'YCOUNT`I,�c� BUILDING DEPARTMENT -' TOWN OF SOUTHOLD - � --, May 24, 2016 Nancy Howe Revoc Trust 40 W Elm Street Greenwich, CT. 06830 RE:Fishers Island, S.C.T.M.#1000-3-6-3.23 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. � Application for Certificate of Occupancy.Enclosed) Electrical Underwr�ter.s-Certificate. _ __ - A fee of$50.00. -- _ � Final Survey with Health Department Approval. � PIU111bG1'S SO�deC Cei"�IflCat@. (All permits involving plumbing after 4/1 84) Trustees Certificate of Compliance. �Town rrustees#7ss-�s9z� Final Planning Board Approval. (P�anning#7ss-�s3s) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Rc�roff Approval from Town Engineer BUILDING PERMIT: 3980�-� �dditions/alterations �� • ' � _ - � _ � �� . ► �� ^�r� ` ��w� �� TOVVN OF SOUTH4LD. P1�+OP�� -RECORD CARD � _ ��' �, - �. � � � � OWNER � • . STREET - � Vt�tAGE . DIST. SUB. � LOT �• - - � �l��r�v� ��,� �� -�� -� `� �� , � F �tMER�OWNE N - , - ' E � � ACR. ' � C� � �� 1 •� - _ � �I/ti�lQ.�'�s� _ ' , S - , W � 7YPE OF BUILDING � � , � � � ��,. C""r � -� .� � , RES. � SFAS. � � , � ��VL. FARM ' � COMM. EB. � MICS.' Mkt. Value � �Cea1� 2�o t.� - , _ - , �' LAND � IAhP. �OTAL � DATE -, � � RfMARKS � � . _ - , .; � � �l � �'� � � fr'��4 � �F • i' �"�' -� �� '�� '� � � , s�, . �..�� ,� • ;.P''.,�.' � �� G - .5 � � �:'1 0 �.n. . r � ��. �- , �, ,�; ._ 2 B� �`�'U �� r � " ..Ca �' �,.. ��? ZU �� ..�� " '��`t- �;�,'a..��-.P GI �`�. � ,. w`� v�/ t-s�-`f/�.� .°3�I ao� �_ � � � _ � 2, �,�r � ,�, �� .��z � � r`�.� � ' � 3 �4 � I l C�o v � �5 0� �- lo aoe��1- trz .� � _ �, - - � � �� - , - ' `- s.►. - C"a � 1- �.�t Yl�.> � � ' . .' ,J - +� — �P � o new c� 1 i no. � c� Fr - , . J . �' � - � Q - � ✓�G�� L t � ' > � - ` -' ' ' . _ _ � _ , / . � , . ' ' ' - � , , ' , ,/ . . - , �i�lable , - - �RONTAGE ON WATER � Woodinnd -` � �S � � � - FRE3t�T�4GE ON RQRD � � Meadowk�nd �n�� '- �� D€PTH _ House R�ot . � - '�� , � BULKHEAD _ - � • � . ,Total . --- -- --- -- ------ ---�-- _,�'-�� _.,.s•.:� ._� �� . . . �-� �- .� --� .d:.,., �'``�c�°i'�S�$�;,��'�'��,�,,�""..�,'�';.�-.�,,�Y�3,�f�tT>'�;"=y,'r_ .. , - _' ��.. .,.#t#$';�ar`�+Z;`«�.�+,,,'��..na;`s:zi,;rj.�.,,ww_,.,. �- ' ' t �.. � e 5 rarr��e^:?"a � , - - , , � ��,��:i,tz�r�k�,^"s �!tix'� ;oCr,y, �. . _ .. ` ' ' ' i ' , �4 s a� � 1�. $Idg. �ounda�ion . Bath :xtension , Basement ' Floors _ :xtension Fxt. Walis Interior Finish :xtension Fire Place ' HBai , , � 'orch � ' Pool Attic leck , � ' � fatio . ' Rooms 1st Floor • .reezeway , Driveway Rooms 2nd FIooP iarage � i. B. . - _ l ' � � -------- ---- , . . . -- . , � ,.�� _,;�*:��;�v� .ef: - ' ; 'y.., 3fi{sa ��,r�';;�., �-:; t � . _ �.rp�n n�'�h� -'z k"�`'� �T N'��.�;yi ! . t` 4�u u�"�, ��:��:_. �� ..4' � °' o��`. � �� '� ` ��m46 ,.,�. , 7'��/R�, E�RTY RE,� R� CAR� ..��=t,�, °� ; � " � ��„'� „ � 1 �� .� a � f � � � � f � �- a, �+f ��L� �T1�}-.� ,'. ,,•' ' �as..✓ I�� .kk';°K,Wf 3i O�NNER < .. l , I ;:;�,;�{�� 4 STREET V,ILLAGE -� ' � DIST. f COUNTY TAX MAP N0. y I � � �� . 4�t��t � ud � - �v� rl � ' l��W � � �� t- �� 1=f ��.r� � ' � � � � �, �� r ' ".� �., �"#�'Y�°1��'�'"l F�� ` �'i -,' I°"' � �� v • ' I LAND - , II�IP: TOTAL DATE � REIvIARKS: ' � l � � � • , �� J .;5 — �' - � . ,., . ' - . s — t � ca c�l > � • ' � ; -• • f -, S ' ' . - - - .._ .. ---, . ._ `t • - -- �AND - IMP. -- - TOTAL - . _ DATE REMARKS: - - - - - -� -- - ----- - _ -• - -- g�'-�� 3 -�� - - - .,._ _ ,_ . . � -- - -- - - - - �- � - � -� - ---� i. -- --- � r., i , ' -- ; - - '• ' - _ ' . . -- ' .. . - ' - - -- -- ---- - -- - , . _ - 'ti,r.- '�'i� • , , , ,,,".�s'� ''.'a`-�kv5'da'''L',�,�^'�N�v »M+.i; � , � . � i - � :;F;;C�r7ti?;b.w;1�'"^ �:+:„�� 5+�}�;y, , .�'^Y.,'d"`S-. ;�,�s ?Y:,r� �'E. F'i� 5� j. �n�'�'{� ' ' . � ' ' '`�ie;`tb,(";�'y� l�t��p�'i^�i°'y, ��a.�..� , - • V � ��t��.p�'y ��' .'� � '—r" 1� x _� i, .. 1.'�:�-Y!�wJ��'�ti, _Td � 'tr" ��:g .t!*-. • ,.n�� k A„ *'z^' "�r".e �;f'�tk.tN" n_ ?:5,wc'.;;: ' . Sy'�l .x i � ' . KnP ' b ��}d�• '`"� yl .uY�� ,... _� • ' • �. . i"`�� r ,.c"�.?-�� •R A�t `. _ � .. ,'�,.r�:��,��r � r,��:1�,'.{iF'Y�J.:.J7.o • . . , �� ` s`,Y�'� � - � � . TOWN OF SOUTHOLD PROPERTY RECORD CARD � �,�- - . - , . _ , � - i �'" OVlINER � STREET VILLAGE �} _ DIST SUB. LOT � � t' , � � , ` . - , , � ACR. REMARKS ' ' " , - � - � � � ' . - TYPE OF BL'D. ' - � , , _ . ' PROP. CLASS " , � , ' LAND 1 IMP. TOTAL DATE ' � � , . . _ � _ , _ � � - - , - _ . _ . . , - - . _ , , - � � � � , _ � ; � - ' , , . ' � ' FRONTAGE ON WATER , TI'LLABLE _ . - , FR�ONTAGE ON ROAD� � `� ` ' WOODLAND � . ' DEPTH MEADOWLAND �� =�,-��_� - - __ BULKHEAD � HOUSE/LOT '7" - '�!a . �^- - � TOTAL ' 6 �'a �Y. � ,1 I`� :rficrt, -... ...�,. �r-',+.�v `� '4�r*� ^� � u .�Sl, ,, nYP.- . -. �_,. - .� .. . ' � a�t . _.. - ._ � ,-��o"�"'... _ .. �t�`ybt6 1 � 1 �� ■��■��■os��■��■ ��r��■��... ��■��■ i■��■��■■��a�e��■��■�■ . .- i�■■��:�:��r��x,:a��■■��■ i■��■��■��■��■��t��■��■ � v ��x�� ■�■��■■�■��a��■ - �. �` ��; � �� ■�■��■��■■■1�l�,'��i■��■ ' � ��,� ;�.�� .�3,��'�"��' , ��= ��A�� ;� b �� x��.�� . � i��■e��r��■ � � � �� i�■��e��■��s��r■�!��■��■ ��4 ` �Y�S .d{�.....6� g i ��y��(+�`�� ; E6��'�, � � r,.�-�a'�i�,�' � E"dt "'� �;,,� ,�n�s`�"�. �� k �^—''� �g�� yq�!� .[A ► �.t� ��5�$'�..r�.x,� . ��,°� �� k� t�. .�� T1r"'.k� �P .'��.��1 4 y^� .� ■■.�.■■��11_■�-■,��.■�■�■■■ 4 z --��4- -^r " ? S � '� N' In I � `� y.'.-" �4�7 :�� -�� # �.� � t �_�� ',�� '��,,� ;� ��-,� .��,�;'r� ��' x� ��i/►�"t�ii�''��`►�1�� a,�.t'�' �,¢E �' 1 � ". � �.. � �+'',�,Fs ic '�r$�` �� 'i s�i�9`"` x��w h al + r►��:u� � �' F �,,�'� !f� � �� ik *«�' �`�,�� ;,�r�.�`��,� +� �d`��,�<� ��.' r�+'&"�'}�4�� Sr1�5"1`��i' i■�■■■��■■��■■�c��■■■■■■■■ �,t�rn�' "^'"�'k"'��'�' � c: �.t�.�.Gr _� �£� '� �� t�k il�i, i(�, .��,.��r�,(tt�('�*�'� �'+�rg,�'4 �rJ'{�t�.>�� ; ;,y� f YY,�� . '��.�t' ��'h,n„�, •�f,�.��'...�,��Ir t�,i�ii 1 l�'.Vw,.�r t��t i��!t�Iti s�'i f��tr�t�S�4� ��T ��i ' }*� y n t L n' �L,�+E �.�.L�'G-, C-".r t 4:� ;�^,N v�'ci�P'!°5�' ��"#,;dl�fic�� r�'�y'�^'`�,&' �"} ,...'r d"f�'k}.+�.'45.,}Z^e.V'^a�'41.� � � I��■■■..■■��.�■■�.■S■■�■■ '*�,,.�h�' ,�'�.�� '�3i'-.'�s',.c�t.fi��i{t�,"�'r�yr y�',�;f�e � "'� ��.�-sm�`�3'i``�i �+ F�'a�"�`��``�'�a1,� �'� I �.rl"4Yr ��tk"+�4�y x y,�y�'��+a 4s ��v"�y� � Y�c � ::'� "�+�`yz �.K �� „ � p � .;�. < 4� � �k cl�� 7 � r�r� ��:.��s�.�� k� � � � � �-��" '�!��■��■��■�■��■��e■�e �''• � � y ri�,4:i C v s.�s t � r �. '� g z'' � '�e �' t '+� �� n-�r � �,-�''�}�"��c"i x4 k��, ��:.. '"+.t'� ��"� �. S''�a�,� v, �";�,�^',�s�-,.,4*' �,,,�.� �+�,� i �i h txt�k . *'a�ti.+,�t9• f a �� 4 �'�f—;4v 'i�^«�'�^�w 7 �� , �',� .� � ��.�z��.„��` w�, ��z� ��I�� ;+ � . !r �� 4 y 4 '�'�'�'a• �•{-'Y +.. •�, ��tS�� '�*.��i �..�,r�z�'^�t'.n�'• ��1�11 Il�—� 'k .� �r' �rH��Y Js, !r'F�'Fw"h.M�,^',;�F� t' ';�L �� '��w�'�'� +�a$y'�'"1'L�`�� ■■�S■��■�-R.-.■■■■■�■�■■ ri.�"d��,•,�'�w:1�"!� �,. �.�x��F � ;;.� n-s�.�,�.�.;�.._`��:�.�.� ��'��EO�� , �- 3!!!��■■�li�i��!�!��■��■ _ _ ___ ___ .__ � ��..._. ._...�r,._..�■■��e■■■■��.��■��■ o■��■■��■■■■■�■■■��■��■�■�■ � D_ . 'r' ♦ !'y .� i�/Oili�. � � �• R� . � � �• � �■ �.4 •_� ,► w � .. • :• •• �� t �� ' • . ` . ...;. 'I J. . � ' • � � • • r � �! � � � . � . .. . � • . ' S � : •�• • ' �I � , i. '• �:' • i / .• `' f , .�.. ...��.. -_ •• ' � . , • �_ •• � . e+ +w y ��-- .. .... . : *... �� - ' ... � � .. . . . . . ._...... I � �� ..�_:^. I �� a'� �� —� — '.� ,o � . . . �...q;:' . _� �;:��; �,.,>°� �'`' >;,,.,r�-�:�- �� 3 � r r, �;. y� ,�;`` � �' i�, z. :��; '� �: 4' . f d�...� �.,a;.� ,�: ---- -- — ..�.__ Fi +��.s�,ti �s>,.. x�.� . . ,.. .. . --..,.r�. � r ,•:. . .. .. ..a. ... �,I�'�+'�� ."�`1k '�:i"s�• . .» .so�_ tan� �,E �.�n�?�y,�°�`�C��k�`��rx,,�� ; }.�-��,�-"',�-w`� ,�k ,� i �;` •d � Y�y,n'��' � �'"�y"°'�'�'`'�y�--�?�5��++`��,�y.e �.t�.-f.� xty� 5i�� r l ;* r ,,, ti�Y''�_: z. ■■■■■■■■■.■■■■■■■■ . �.`�."C�''�4 �C �'/4 '3 nS2��+1✓ ,�`� a`i �p N 7- '� hsJ' S f Yv }w .F ^Cie � .�.■■■ G ,�r � �y�� y�,�rr ,�+�'�.�,�� ar� ��,�, � ��tia � � '"�.a.a 5� '�.: *,, a£ � Kk 'Fe't�t e?.��+' �. e f a � t V, ds�N�� u r a �� ,. �f'��'�'� +��y`��swa +' ��F��r�,,�a� ��L! ■■■■■�■■■�■■■■�iR. ��■■�■■■■ „"fi'� -�� ± ��.aL��s� ��w., � ��s� a, . ��:r� r��. ��,..:�A Y'�+p�� ■�■■■■■. c' �.��"��` y � i� .�,,e ,.. .�.�� 0��e�� - ��E .� , t -��.� �,;�_ � �r�� { �}�� , �� ■��:��r��r.��:a��■ �k�� _ ... � � ' ` _,�.� 1 ~�.� k•" • 7.�'YC ■■��■■��■�■��■ �-, ��"' �� "� . � a `� _ �,.�:�,-� �� f�� .� : � � � . �� 5��1��s��e t��# ��;;�� M+ �-��C��;�r��t�`�,•µ r; . � `�� -- . .. : � �� oO�� :-, - i . , ., - ■��1�l��i��■ �� ry � �� . ,, . . � ■��3. . . , ��F�.,� .�,._.. {�� . �} �� , � ,. :� . � � ■��■ ��irCj��l�l�i�lll��■ , ��'l 1.4k� �.;� � : ■■�■■■■■■■�■■��■■■■■ _ +` 1 . � � ■�■■■ � � i 1 : �� _ r��r�� ' �a��r C` �-�� ;�..�, �; ;h� ------�'� �.� t� ■■�■■ i �--- F ,��. t �c� ,,'� F.`.. �iH _,,,�� '..._''� t� �-�5'u,��}�.�� . ��xE'1 ��._��■■■■■■ � , y.^.. r r� 1 t^ r �' _ �_. � ■��i_. ,:�1��■ ,. . u . � ,,� ,.. ��Fi1�l��l��■ � _ _ . ..., >�s. .�... � �� . ^ �; .�� ;�� 1 �� i� .�� '_��fii��■ � ;� !� � { � }{.�� 1!!lyl��■ , ` � }� a . �-a - �rd'��^`�, ` ,�^,� ��`��`�� h ■■■■■■■■■■■■■■■■■ }p47� � {r In , j � ty f�,�i � r ■■■■■��■ ,�s o�,p��yF�`: .. m �` ; t''Yi��-'1.� r•t �'..�+..N„�-N...��.�'x x��..� ��'�■ �I�lii '- I��.■■�■■■■■ ' . 'rLY�... .. .�� f �..•�-nL' �,4r, �,'s �� I�Qc�r��R�� _ _ ..;. , � . I ._=-�, - �_._._ �r•:� r.:: ��"��0��Q' , ,�l��1��!■��, �� ;��■ , _��-�.�::: � �iiii�iiiiii�iiii�si�■ ��■ �� • • � - � _ _ � - . .. . ' - ' : � � ',�` ', � - • �.i:�irii • • •• ' , � -, I . _, I u., j �1 - • %} � i . % .� ;'� • � FtEScheck Softvaare Version 4.2.0 Compliance Certificate Project Title: Howe Residence Addition Energy Code 2007 New York Energy Conservation Construction Code Location Suffolk County,New York Construction Type• Detached 1 or 2 Family Heating Type. Non-Electric Glazing Area Percentage: 13% Heating Degree Days 5750 Construction Site: Owner/Agent: DesignedContractor: Fishers Island,NY Kenny and Nat Howe CME Associates Engineering,Land Fishers island,NY Surveying&Architecture,PLLC 32 Crabtree Lane Woodstock,CT 06281 . . . - Compliance•15.5%Better Than Code Maximum UA•213 Your UA 180 . . . � . . . �.. . Ceding 1:Flat Ceiling or Scissor Truss 264 30 0 0 0 9 Ceiling 2 Cathedral Ceiling(no attic) 211 30 0 0 0 7 Wall 1 Wood Frame, 16"o c. 1072 19 0 0 0 56 Window 1 Wood Frame.Double Pane with Low-E 102 0 320 33 Door 1.Glass 42 0 320 13 Floor 1.All-Wood Joist/Truss.Over Unconditioned Space 475 22 0 0 0 20 Crawl 1.Solid Concrete or Masonry 475 10 0 0 0 42 Wall height 4 0' Depth below grade 3 0' Insulation depth 4 0' Inside below-grade depth 0 0' The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements When a Registered Design Professional has stamped and signed this age,t ey are attesting that to the best of his/her knowledge,belief,and professional�udgment,such plans or specificat' re in compli n with is Code � — Name-Tit e Signature Date .�� Pro�ect Title• Howe Residence Addition Report date 01/22/09 Data filename Untitled rek Page 1 of 4 REScheck �oftwsare Vers�on 4.2.0 Inspection Checklist ' Ceilings: � ❑ Ceiling 1 Flat Ceiling or Scissor Truss,R-30 0 cavity insulation , Comments ❑ Ceiling 2•Cathedral Ceihng(no attic),R-30 0 cavity insulation Comments Above-Grade Walls: ❑ Wall 1 Wood Frame, 16"o c,R-19 0 cavity insulation Comments Windows: ❑ Window 1 Wood Frame:Double Pane with Low-E,U-factor 0 320 For windows without labeled U-factors,descnbe features #Panes Frame Type Thermal Break� Yes No Comments Doors: ❑ Door 1 Glass,U-factor 0 320 Comments. Floors: 0'Floor 1.All-Wood Joist/Truss.Over Unconditioned Space,R-22 0 cavity insulation Comments: Crawl Space Walls: � ❑ Crawl 1•Solid Concrete or Masonry,4.0'ht/3.0'bg/4 0'ext insul/0 0'inside bg depth,R-10 0 cavity insulation Comments. Applies to walls of unventilated crawl spaces Air Leakage: � Joints,penetrations,and all other such openings in the bwlding envelope that are sources of air leakage are sealed , � Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0 5"clearance from combustible , material's.If non-IC rated,fixtures are installed with a 3"clearance from insulation Vapor Retarder: � Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors � Materials Identification: � Materials and equipment are installed in accordance with the manufacturer's installation instructions � Materials and equipment are identified so that compliance can be determined � Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided � Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications � Insulation is installed accordmg to manufacturer's instructions,m substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation Duct Insulation: � Supply ducts in unconditioned attics or outside the building are insulated to at least R-8 � Return ducts in unconditioned attics or outside the building are insulated to at least R-4 , � Supply ducts in unconditioned spaces are insulated to at least R-8 Pro�ect Title. Howe Residence Addition Report date 01/22/09 Data filename. Untitled rek Page 2 of 4 � Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on retum ducts in basements Duct Construction: � All�oints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabnc,or tapes Tapes and mastics are rated UL 181A or UL 181 B Exceptions• Continuously welded and locking-type longitudinal�oints and seams on ducts operating at less than 2 in.w.g.(500 Pa) � The HVAC system provides a means for balancing air and water systems ' � Temperature Controls: � Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone Electric Systems: � Separate electric meters exist for each dwelling unit Fireplaces: � Fireplaces are installed with tight fitting non-combustible fireplace doors �� Fireplaces have a source of combustion air,as reqwred by the Fireplace construction provisions of the Budding Code of New York State,the Residen6a/Code of New York State or the New York City Building Code,as applicable Service Water Heating: � Water heaters with�vertical pipe nsers have a heat trap on both the inlet and outlet unless the water heater has an mtegral heat trap or ' is part of a circulating system , � Circulating hot water pipes are insulated to the levels m Table 1 Circulating Hot Water Systems: � Circulating hot water pipes are insulated to the levels in Table 1 Swimming Pools: � All heated swimming pools have an on/off heater switch and a coyer unless over 20%of the heating energy is from non-depletable sources Pool pumps have a time clock. Heating and Cooling Piping Insulation: � HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2 Pro�ect Title Howe Residence Addition � Report date• 01/22/09 ' Data filename• Untitled rek Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1 25" 1 5"to 2 0" Over 2" Temperature(°F) 170-180 0 5 1 0 1 5 2 0 140-169 0 5 0 5 1 0 1 5 100-139 0 5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp Piping System Types Range(°F) 2"Runouts 1' and Less 1 25"to 2 0" 2 5"to 4" Heating Systems Low PressurelTemperature 201-250 1 0 1 5 1 5 2 0 Low Temperature 120-200 0 5 1 0 1 0 1 5 ' Steam Condensate(for feed water) Any 1 0 1 0 1.5 2 0 Cooling Systems Chilled Water,Refrigerant and 40-55 0 5 0.5 0.75 1 0 Bnne Below 40 1.0 1.0 1.5 1 5 NOTES TO FIELD:(Building Department Use Only) Pro�ect Title• Howe Residence Addition Report date 01/22/09 Data filename Untitled rek Page 4 of 4 CME Associates � Engineering, Land Surveying & Architecture, PLLC 32 G-abtree Lane, PO Box 849,Woodstock CT 06281 Phone: 860 928.7843 Fas: 860.928.7846 January 29,2009 � Building Department Town of Southold 53095 Main Road PO Box 1179 Southold,NY 11971-0959 Attn: Vicki Toth Re: The Howe Residence Fishers Island Dear Vicki, At your request,I am submitting the following information regarding the above referenced project for inclusion with the drawing set, in conformance with the Plan Review Requirements for Residential Coristruction and the , Residential Code of New York State. ' 1. Use and Occupancy: Residential,single family dwelling,addition 2. Height and Fire Area: 13'high,475 SF addition ' 3. Type of Construction: Wood framed 4. Design Criteria: engineered design 5. Framing elements: a. Floor joists:2 x 8,Spruce Pine Fir, #2 b. Wall studs: 2 x 6,Spruce Pine Fir, #2 c. Roof rafters: 2 x 10,Spruce Pine Fir,#2 , d. Ceiling joist(collar ties); 2 x 8,Spruce Pine F.ir,#2 e. Headers: 3-2 x 6 typical 6. Design load calculations a. Live load: 40 psf b: Dead load:l5 psf c. Snow load:45 psf d. Seismic category:B e. Wind load:120 mph(3 second gust),Exposure D f. Weathering: severe g. Frost line depth: 36" � h. Termite: moderate to heavy i. Decay:slight to moderate j. Winter design temperature:11 degrees F , � k. Ice shield underlayment required: yes 1. Flood hazard:no . . �... �...,.. ,. ��. > �.,,.. .. ,:. --� ..., zw., d�., , u.- � '.' 4' ' ,�.y w��.x:� . ...;G ..X.. . ,i4�� n,,y y . � .E: , . . ...,.. . .. ,{� �r��. r�r ,,�#. , .s"" ��4 ,�, i:�}�$�:�..,�.. �� w. .� �,, o-�. n,•.�. .. . Tri .•'y%:r.;.y, ,� h'• ,.� w, ri. . .' „F-��r.,ro 0 r �Ilo�� 0�0'0 �B. 9;. •�,� � Tp 6 1� 't w. /F�7a! �?b�n,� tse;,;��. �~ ` ... �s ra ,.& ,r.�,r�r. ,��.`,5,�,,� �...., ab. 'k'. :4� ;.�w'i,. y.i i s., ;n ,.�:�. �e.°" .:i.,... .. . . , .a . + e .,��, . . ; . , .. ' '; y 9 ' ` CME� �`_ �. � � „�� , _._.�.°,.,.: �,. � . , 1. Window and door schedule: see drawing Title Sheet noting windows to conform to requirements of ASTM E1996-02 for 120 mile Wind-Borne Debris Region. 2. Load paths from roof to foundation: See sections drawing C/A2,2/A3 and details sheet A4. 3. Nailing schedule: see title sheet Fastener Schedule and Shear Wall Schedule. 4. Means of Egress: Bedroom provided with grade floor egress door. ' 5. Plumbing riser diagram: see Attachment 6. Location of fire protection equipment: smoke detector to be installed at Guest Bedroom. 7. Truss drawings:NA 8. Energy calculations: see Attachment � 9. Light and ventilation:. a. Guest Bedroom window light equal to 8 °/o floor area (180 SF x .08 = 14.4 SF required; 7 SF per window x 4 windows=28 SF provided) , b. Guest Bedroom natural ventilation equal to 4 % floor area (180 SF x .04=7.2 SF required;3.4 SF vent per window=13.6 SF provided) Please advise me if you require additional information regarding the building permit application for this project. Sincerely, , � Evelyn Cole Smith,AIA , Attachments ' ��VENT TNROUGN ROOF ROOF — — � — 2"� � - - - � - - - - � I I I I I I � �/1" � �/2° � �/1° I I/2" - SINK Ist FLOOR TOILET BATNTUB 3" II/2" II/2" 3" II/2" CLEAN . OLIT 4" SANITARI' - TIE INTO EXISTIN�s SERvICE S��tIT�RY �Nfl 1�NT PIPI�IC RIS�R 1�I,�GR�M N.T.S. PROIECYNO 2ooss56 CLARIFICATION SCALE NTS SKETCH CME Architecture,Inc. CME � HOWE RESIDENCE ADDITION DATE �-z9-zoo9 32 Crabtree Lane,Wootlstotlt CT 06281 �T T � 55 Main Sveel Norwirh CT06360 DESIGNED ECS,GVM ■� 333EaslfLverDnve E Harttord CT06108 �� 50 Elm Streel,Southbndge,MA 07550 FISHERS ISLAND, NEW YORK o�+� cvM 1 1 CHECKED ECS .....�.�...._..�.__..�_.�._'__�_'��__'.�...��`.�_�_'.'.�_._.__'_.__.�_��_.�__L.��.��"___��u. �_��_____...�..��....��._._..._._.�...... .__..........�...�...._..�..�_'� �.....��..._..-_��.�...._.��'_'._.�_' _._.�..��._.._�.��..�_____��_..._�_"..�.�_ ......._. .... ..__._.._. .._. - ......_'�..��...�__� . � ��t � 46-5 pp RT�ON N � 25-8 Q 26-8 3_�_6 M a� I � � � 26-9 26—+ � N 'C ' ap � . � � � •� BLOCK 30 LOT 2 � 2'-5 VACANT LAND � zo-�o Y6-� 28-� 4e-� � U � L � lRON PIPE Za�D ze-2 � � a °� a' v ___` _ BLOCK 30 LOT 1 � � � Q � ^ — — SINGLE FAMILY RESIDENCE - ze-" � — —------___ b,A - --� _— � — —-- -' IRON PIPE ON-SITE SEPTIC � ' � `� _ '—— — 30-1 �T1 Al � -- -- MUNICIPAL WATER ��-,� za-�� -3 y8'13 w � aj a o � � V/ � 30-2 ^l � �L� ~ (ND I . �\ !'nt-'i.S �1/ � F—� � O pROPpSEp �ROOF LEADER Z7-18 � /�f�+:i., .` � � �'1 V ~ \ RE9DENCE 30—� /� �"—'•��'; ' � �/� v • C, 28-1I :_+f, �r"� V 1 � � O ROAD �� /�.�- I''"�".�:�:`� �H O � � � Z UNii�lP �o� f��j••�iS��.j .. � � � �p v ED g• � � �-s �:�:.;.�-. . ,�:: �„ � � � � OVERfLOW t- �,.�,�.�.r U w. �� ;::.`� � '+.^��:::t:l�•:.'Y w, C ROV ��> �-,s `� � := � I B' PVC CUT NIN. 6' 901L COVER �� '`, � � 4� � N I TO LENGTH vER OR`lwELL yp-8 30—E 30-9 � C . BIOCKS AND CATCH �q � BASIN GRATE TO CRADE �_� � J lRON P lPE � FLTER FABRIC f (NEENIW R-2525—F)OR EQUAL 30-14 VJ � � l cn B' PVC SDR 35 y�� 3o—IS \■� � U s $2g•�2 m � � A � 0 ADJACENT DRY M�ElI. N 4T50'14" E 290.00' W 5647,76 �'�o � � fRONPIP� � � • � Am W�IUS�25,00� ��sb�a�u�m �' m a � � m p-3 IEf�IGTH=39.27 .. ~ �-� 1 m O O O m 31_5 1' STONE OR m � O 6 � � rTl , SCREENED GRAVEL � 49-4 W 31—s ELECTRIC t' e' t' TRANSFORMER t BURIED ELECTRIC 8' OAK /WD PHONE SERVICE NOT i0 SCxE `�-6 3t-3 o r �`�'� � ROCKS (APPROX.) se-s " ' �_ � _ � � � , =40o U . r DRe1P1eCE CALCULATIONS (PROPOSED ADDITiON LOCATION MAP SCALE � ; CONCRETE ; ` � MOIV. ROOF AREA = 1060 SF i-----__��' `�` REQUIRED = 1060 SF X 1.0 X 2/12 = 177 CF � EXI`.3TING GRAVEL �`.� 177 CF / 50.27 CF/VF = 3.5 VF i PARKING �� _____ � USE ONE(1) - 8�� X 4' DEEP DRY WELL. � -----�� \ � a �� -' � ----- ,� `�w IROf�! R00 ——-----_.—— � ELEV. 60.?J -- —--�----___..._._ -- - .�,...------------- -----------__-_ .. �` CONC�TE ---—— �� `�` ` MON. ---�-_'_'—-- � ��` �` � �� W �;j,:"i;�� /,,; ;,i.•,, w �` �� , , , . .i. :•/if". � � ��•` /�� '�/,�J%� �:.'�i•`•;f 'i, \ \ '.i .ii/./i, .;/.'�:�ii:i � � ;.%,• ' f�'� �" �� RADIUS=75.00' r BURIED WATER � � k' �l o �% .;�, � �. \ �ENc7H=t�7.Et' � S' , ! f, SERVICE(APPROX.) ��` �� ` '�� s ��; ��' `� `� �� O ' %%�'• � � EXISTING � � :':' R�OQ�� '� � �� d�11A�C . SEPTIC TANK dt LFACHING %/. 3 QEp��` ":%r''��/ `�� FX�ST,N� `~''��` �, IRON ROO POOLS �j %�, �. , �� 0 �� E1�E1/. 61.82 � : ,: .�` R � r� /r `% ��.�� .r, .� „ •!/i,; . . %'.• �• ��'9y `\• � ay(` . �%I // �'!/% , !I�: \ \` i_ f `/ .'� .� '/, `\ \ � �s'�' ,�/�f'/%` �� /:/.��.//' `�� `�� {V \ � M. �.:';'.i;�. � ;;y.•'f `�~.� `�� S4T5p'14"W RADIUS=15.00' � ` � � w 171.78' LENGTH=27.p6' ! ' . .�, \ Z ; �� PROPOSED AI�DITION �� '� � W �: v . . ` O i.. �� ,.`��;� �� ti � 1 BEDROOM, SITT1NG ROOM, \��,, ��'�-�,;\� � � '.�.,, a 1 ' " £? .¢:; ` ` w BURIED WATER, ELEC7RIC O O �c:� � �. AND PHONE SERVICE ��:�-.:�:::;:.:;< .,. STUDY & DE�K .,, -,_,, __ /APPROX.) r E` �x ' ` � ._ . � �. . 2L � ` 1 �� 1 W � O �� ;r� •-jy� r � �{` „}�;.,,� - 1060f SQ. FT. (INCLUDES DCISTING BUILDING) � __ �- 4 ��j'l�� ' ``�\1 1�r� �-i.. �,�i:�VFi�„ �i .:.ft � ��€' . � � � Z �Ui1 ' � - k�.�.w,.:,� .r'�i�:,,'4z �� ?.y-,�,;�:;i;, _ . , ` —� � !�I�''w:y.,r � ``_��„ ` + ~��' 1 ----.----.._ z O � J z � � � �'-�..,.,,. � � w�,,,, -____,_,.___,..__-�—�-�__._'�--•—�v— —� ___ __._ Q a, � Z o 0 o . F"R�P'OSED pEq( f -�-�_� ----------------------------------------- - � tr — t� Z � � �.1 � , � � � ��"-- _ __1_ � � W � � W ��_, Y (n u PFtWnE 1-S' 0lA. X 4' -"'-------------- --------------------------------- -----.� p- �"_ O� � � � oaY �u. Foa RooF or� - Z m = � �' - Z cn � 25' c�--c� � W � � pRONC� A OONIINUOUS Y lRON P/PF [L, RADIUS=479.23' uNe c� s�.T � �r�o LENGTH=77.00 1�4AINf�lN 1NROlK3H0UT CON�'i'�t1CTi0N (YYp. ,'�EE OETNL� N63??,S4`f . � BLOCK 30 LOT 9 �rs,�?. VACANT LAND . � , � � �5`�� N/F BOHLEN � N,��,.3� SlNG ONFSITE SEPTlDENCE s �a5.a3 MUNICIPAL WATER W 5313,s4 N o z � oc Q U �4AP REFER�IGf� - o t.) SURVEY MAP PREPARED FOR KEN METTLER BLOCK 30 LOT 10 FISHERS � ISIAND, NEW YORK FINAL LOCATION MAP CME/CPK DESIGN GROUP 110 BROADWAY, NORWICH, CT 06360 860-889-3397 FAX 860-996-7801 > IRON PlPI� WWW.CMEENGINEERING.COM ARCHITECTURE, ENGINEERING, ENVIRONMENTAL SCIENCE w � & SURVEYING 04/10/03 SCALE 1" = 20' SHEET 1 OF 1. � � a 0 � . o 1.) THIS SURVEY WAS PREPAREQ FOR THE PARTIES AND PURPOSE INDICATED Z HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO . BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 2•3a'p°� � BLOCK 30 LOT 13 � 25�0• ENGAGEMENT. � a VACANT LAND 2.) IT 15 A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS �' 3 ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN Q ° ITEM IN ANY WAY. � � a, N N 3.) ONLY COPIES OF THIS SUR��EY MARKED WITH THE LAND SURVEYOR'S °p = SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE IAND SURVEYOR. m N i � � � i rRON PrPE 4.) COOROINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC � � � " � W SURVEY TRIANGULATION STATION "CHOCOMOUNT 2�� Z Z z Y � � Y � � U O � 5.) SITE IS IN THE TOWN OF SOUTH�LD, COUNTY OF SUFFOLK TAX MAP 1000, a � o � � o SECTION 003, BLOCK 6, LOT 3.12. DATE: OS�O6�ZOOH . S�ptE OF i�E W�OR �,Z E �F NFGt� y �� f,p r+.S r,?�� AO H.S� �O,A FF FIRST FLOOR 6.) TOTAL AREA = 2.35t ACRES. SCALE: 1 " = 20� .�• G.� V� 9p � ELEV ELEVATION 7,� SITE IS LOCATED IN R-120 ZONE. q' r%;,'�{�';,. '� •:• Q� '� G `,.� ��.� `t , U1 :�,�,'t,_��`j�� M ',��:a. m ,. SF SQUARE FEET T ��;;;�'a;�l; �"' ��("�=�„�' `� 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL , . �'+�r� r � ,��;:� ---� � d,;,��r.� ,,, � � BUILDING SETBACK LINE ,�,, SYSTEM. � : '�,.. �• �P °• Q4952 O QUALITY CONTROL CERTIFICATION , �;�%�� tac�,,,,�',,' c�y� PJ�'� o o c*--- PROPOSED SILT FENCE g,) BASE FOR LEVELS: NGVD 1929. S H E ET GROUP REVIEWED D T ��<<?f,S�':�,,'� �� 20 10 0 20 ' PR�JECT MANAGER '��•--, ' . . PROPOSED LIMITS OF CLFARING � O F � SURVEv GRAPHIC SCAL.E IN FEET , � PROPOSED BURIED UTiLiTIES ENVIRONMENTAL CML � � STRUCTURAL ARCHITECTURAL , ' DRAWING L15T GENERAL GOHSTRUGTION NOTES STRUGTURAL NOTES DWG. NO. DOGUMENT DESGRIPTION I. DE516NED IN AGGORDANGE WITH THE BUILDING GODE OF NEW YORK STATE. I. ALL WORK SHALL BE PERPORMED IN AGGORDANGE WITH ALL APPLIGA�3L� LOGAL, G�2pU1�lD 5NOW LOAD: 45 PS� TITLE SHEET STATE AND NATIONAL GODES, RE6ULATIONS, AND STANDARDS. WIND SPEED: 120 MPH (3 S�GOND 6UST), EXPOSURE D 2. THE GENERAL GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL PEFtMI'f'S, FEES, LIVE LOAD: 40 PSF (�LOOW AI PLANS GHAR6E5, ETG. ASSOGIATED WITH SGOPE OF WORK SHOWN IN GONTR,�GY DOGUMENTS. 2. �,pH�GTOR SHALL YERIFY ALL DIMENSION5 PRIOR TO THE START OF � A2 ELEI/ATIO�NS 3. THE 6ENERAL GONTRAGTOR SHALL VERIFY AI..L DIMENSIONS PRIOR TC) STAIZTING GONSTRUGTION, ORDERING OR FABRIGATION OF ANY MATERIALS. WORK AND DI5P05E OF ALL DEBRIS RESULTING FROM WORK AT THE ENL� OF EAGH 3. GONTRAGTOR SHALL BE RE5PON51BLE FOR TEMPORARY SUPPORT OF THE :, A3 BUILDING 5EC'.TION � DETAILS DAY, BE RESPONSIBLE TO GOMMENGE WORK ONLY WHEN ALL MATEfZiAL�� ARf: STRUGTURE DURIN6 GONSTRUGTION. A4 STRUGTURAL DETAI�.S ON-HAND, LEAYE THE SITE GLEAN AND ORDERLY AT THE END OF EAGH C)AY, TAIGIN6 GARE NOT TO DAMAGE ANY ADJAGENT SURFAGES. 4. IF EXISTING GONDITIONS ARL' DISGOVERED DURING GONSTRUGTION THAT WILL 4. BEFORE BE6INNIN6 WORK AT THE SITE, WHERE P0551BLE, AND 'fHROU��I-fOUT THE NOT ALLOW NEW GONSTRUGTION AGGORDING TO THE GONTRAGT DOGUMENTS, GODE ANALY515 GOURSE OF THE WORK, INSPEGT AND VERIFY THE LOGATION AND GOND1710N OF ALL �x��`GTOR SHALL NOTIFY ARGHITEGT AND ENGINEER IN WRITING AND ALLOW ITEMS AFFEGTED BY THE WORK UNDER TH15 GONTRAGT AND REPORT Ar�Y �FFIGIENT TIME TO Dt�/ELOP A 50LUTION. D15GREPANGIES TO THE ARGHITEGT BEFORE DOING THE WORK Rf�LATE�` TO THAT E�IpATION �� BUILDING GODE: RE5IDENTIAL GODE OF T�IEW YORK STATE BEIN6 INSPEGTED. � ' S. GAREFULLY NtEASURE AND LAYOUT AIEW WORK ANU PERFORM r�FLEG?'IVE �• '�E GONTRAGTOR SHALL GOORDINATE ALL FOUNDATION PENETRATIONS PRIOR k EXPLORATORY DEMOLITION A5 REQUIRED PRIOR TO AGTUAL REr1G�VhL 50 ,�5 TO TO GASTING GONGRETE. �, REMOVE ONLY THAT PORTION OF EXISTIN6 STRUGTURE, LANDSGAPIN� C�R OTHER 2, ALL POOTING EXGAYATIONS SHALL BE TO NATURAL UNDISTURBED SOIL HAVING � �VCY O� G4NSTRUGTION THAT 15 REQUIRED TO INSTALL NEW WORK. . A MINIMUM 6EARING GAPAGITY OF 3000 POUN�S PER SQUARE FOOT. AT FOOTING � �N�'s��6�:f� t�:� �';i�� r , LOGATIONS WHERE UNSUITABLE MATERIAL IS ENGOUTERED, THE UNSUITABLE O . („ � .; �N LAW F��,... 6. BEFORE BEGINNING WORK, REVIEW GOMPLETE SGOPE OF WOR�. 50 �� TO REMOVE p A T�. I'��! p �3 p.#;�j� G'�� ONLY THAT PORTION OF EXI 5TIN6 MATERI A LS REQUIRE D T O A G G Or�F'L a H T H E W O R K MATERIAL SHALL BE REMOVED AND �REPLAGED WITH L�AN GONGRETE OR � �.J T C ERTI�E��. NOTED UNDER THIS GONTRAGT. G O M P A G T E D G R A V EL I N MAXIMUM I� LIFTS. FEE:�.��'��,�� F:Y:�{� � � NOTIFY BU�LDI��?G I�:�P�,f';��fJT �,T �UPA(��G�� '7. TEMPORARILY SUPPORT AND PROTEGT ALL EXISTING FINI5HE5, FR,A�dING, PLUMBIN6, �NGRET'� 7G5-1802 £3 A�v" TO � PP,1 FQR THC HEATIN6, ELEGTRIGAL AND OTHER WORK AFFEGTED BY TH15 WORK UN i IL SUGH TIME �, C',pNGRETE FOR FOUNDATIONS SHALL BE NORMAL WE16HT WITH A MINIMUM 28 FOLLOV�JlNG IPJSPECTiCi�JS: AS RELATED WORK 15 GOMPLETED. D�4Y GOMPRE551VE STRENGTH OF 3000 P51 AND SHALL BE PLAGED IN 1. FOUND/',TION - Tb'�`0 REGUIR�D �� ,UPAN�Y C�� 8. ALL 5ALVAGEABLE MATERIAL5 AND �QUIPMENT REM01/ED DURING TH15 PROJEGT AGGORDANGE WITH AGI 318. FQR F'OU�_� CCt�CF�TE 2. ROUGM - ��;�,',';;JG � P��!h.�E31N;� �' /� h� �4ND REC�2UIRED TO BE RE-USED OR RETAINED BY THE OWNER SHALL E3(= STORED ON �. �L REINFORGIN6 STEEL SHALL GONFORM TO ASTM A615 6RADE 60, WITH THE 3. INSUI_/�ilOfe � ` -° IS UI��l'g�f��t,w THE PREMISES AS DIREGTED BY THE OINNER, ALL OTHER MATERIAI..S H.ND DEBRIS EXGEPTION OF BARS WELDED TO STEEL WHIGH 5HALL BE ASTM A'106. ALL 4. FINAL - CO,;^iR;1CTi�" 'iUST , i~HOU� ��I�TIFI��' `��'�'-L BE LEGALLY DISPOSED OF, OFF SITE. WELDED WIRE REINFORGING SHALL GONFORM TO REQUIREMENTS OF ASTM AIbS J P� � DECEMBER 1�5 2�08 BE CO�,^:PLET� FO=� C',.0 /�+g � q. R�PORT PR06RES5 OF WORK AND ANY GONDITIONS DIFFERIN6 Ff�OM TMOSE 6RADE 60. � ALL C01�lSTRUCT,O�v' S;�{,",LL h-1E��f 7i� . �" OCI..+t��°�'',� SHOWN AND/ OR STRUGTURAL GONDITIONS REQUIRIN6 VERIFIGATION 7�`� THE OWNER/ 3. ' ALL REINPORGING SHA�LL HAVE A MINIMUM GOVER OF � INGHES UNLESS REQIJI;'EM;P�TS 0�=T�1=CC?C(�S OE=t�if ARGHITEGT PRIOR TO PROGEEDING WITH THE WORK. OTHERWISE NOTED. SPLIGE LENGTHS SHALL BE 44 BAR DIAMETERS UNLE55 YORK S�i�,�TF. NGT R��F�i�Si3L� FG OTHERWISE NOTED. QESIGN OR C�ySTf;JC i IO�J ER.�O�R: 10. PROYIDE TEMPORARY PROTEGTION AND ENGLOSURES GREATED BY THIS Y�IORK � AS WEL� AS PROTEGTION OF i41..L EXISTIN6 SPAGES TO BE RE-USED. 4, HORIZONTAL REINFORGING IN WALLS AND FOOTINGS SH�41..L BE GONTINUOUS �lT PLUMBER G:�,�r/FICATION II. THE GONTRAGT DRAWINGS SHOV�I PRINGIPAL AREAS WHERE WORK 'rSUST B� GORi�l�R5 AND INTERSEGTIONS. PROYIDE GORNER BARS WITH 51ZE AND SPAGING �N LEAD COIVTENT BEFORE AGGOMPLISHED UNDER THIS GONTRAGT. INGIDENTAL WORK MAY ALS�� BE TO MATGH HORIZONTAL R�INFORGING. LAP GORNER BARS 44 BAR DIAMETERS CERTIFICATE OF OCCUPANCY NEGESSARY IN AREAS NOT SHOV�tN ON DRAWIN65 DUE TO GHAN6E5 P,�FEc'.TIN6 THE �ITH HORIZONTAL REINFORGIN6. EXISTING ARGHITEGTUR�L, STRUGTURAL, N(EGHANIGAL, ELEGTRIGAL, PL��IBING, OR �, ALL ANGHOR BOLTS AND GONGRE'fE ADHE51VE5 SHALL BE MANUFAGTURED BY � RETAIN STORM WATER RU�IC SOLDER USED lN ►MATER OTHER 5Y5TEM5. SUGH INGIDENTAL WORK 15 PART OF TH15 GONTRAGT. INSPEGT THE SIMPSON STRON6-TIE GOMP,4NY, AND SHALL 8E INST,4LLED IN AGGORDANGE � PURSUANT TO CHAPTER 23i� SUPPLYSYSTE��9C�lNNUT THOSE AREAS, AND ASGERTAIN WORK NEEDED AND DO SUGH WORK Ihl AGGORDANGE �yITH THE MANUFAGTURERS WRITTEN SPEGIFIGATIONS. ANGHOR BOLTS, NUTS, AND OF THE TOWN CODE. EX�EED2/1p p��go��A�a WITH THE GONTRAGT REQUIREM�NTS AT NO ADDITIONAL GOST. WASHERS SHAI..L BE HOT-DIP 6ALVANIZED. CONSTRUCTIDN �OCUMENTS 12. PROTEGT FROM DAMAGE ALL EXISTING MATERIAL, FINI5HE5, DOC�ta, WINDOWS, OD �4ND EQUIi'MENT TO REMAIN. PROVIDE TEMPORARY PROTEGTION FRGM WEATHER AS REQUIRED DURIN6 GOURSE OF WORK AND TEMPORARY ENGLOSURE5 OF THE WORK I. ?.LL WOOD PRODUGTS SHALL GONFORM TO THE LATEST ADDITION OF THE F�LL G�('��TF?�;'":'�'(;•`� ;E_,�',�� 1�RE1�5 TO GONTAIN DUST AND DEBRI5. AMERIGAN FOREST AW7 PAPER Ar550GIATION, NATIONAL DE51GN 5PEGIFIGATION PLUMBING �.'�"T Tc�E F;'�n�s�; ;}m,,;� ;,.�, r;�i�;�: FOR WOOD GONSTRUGTION. ALL PLUMBING WAST'E �.C'J�i� Cl'�;, ' ,`: �„ !.;4�'f i',i��i�. &WATER LINES NEE� 2. DINt�N510NAL LUMBER SHALL B� VISUALLY 6RADED SPRUGE PINE FIR #2 OR TESTING BEFORE COVE�I' 3 BETTER, UNLESS OTHERWISE NOTED ON PLAN. MAXINNM 1�I5K MOISTURE GONTENT UNDERWR{TERSCERTIFICATE 3. 5HEATHING SHALL GONFORM TO THE LATEST ADDITION OF THE AMERIGAN ��]�� '�j �EQ��ftEp PLYWOOD A550GIATION DE51GN SPEGIFIGATION. ROOF AND YJALL SHEATHING �V l�Eft �� SHALL BE 15/32" EXTERIOR EXPOSURE I, 32/16 Af'A RATED SHEATHING. FLOOR — ' SHEATHING SHALL BE Iq/32", 24/20 APA RATED SHEATHING. � CERTIFlCATIO�'3 C?F I�:ET��TY & N��- T HC�WE NAILING & Cf�Nt�EC'��' 4. ALL WOOD GONNEGTORS SHALL BE MANUFAGTURED BY THE SIMPS�ON "' REC�U��rQ• STRON6-TIE GOMPANY, AND SHALL B� INSTALLED IN AGGORDANGE WITH THE MANUFAGTURERS WRITTEN SPEGIFIGATIONS. P.O. BOX �2� , " ARGHITEGTURAL SGHEDULES � STRUGTURAL SGHEDULE5 FISHERS ISLAND, I�TF�?�T YORK 06390 � �. WINDOW SGHEDULE FASTENER SGHEDULE FOR STRUGTURAL MEMBERS � 5�, RDUGH OPENIN6 MA�t�1u. MODEL NO. FRAME DESGRIPTION OF BUILDIN6 ELEMENTS NO. AND TYPE O� FASTENER ab,c,d SPAGIN6 OP FASTENERS �W x �� BUILT-UP HEADER, THREE PIEGES WITH I/2" SPAGERS Ibd I6" o.�. AL.ONG EA. EDGE " � 2'-b I/2" X 4'-4 '1/8" ANDERSEi�t WDH2642 WOODNINYL GEILIN6 J015T TO PLATE, TOE NAIL 3-bd - B i'-10 I/2" X 4'-4 �/5" ANDEFZ.�,EN WDFfl842 WOOD/VINYL GONTINUOUS HEADER TO STUD, FAGE NAIL 4-Sd - G I'-q" X 2'-O 5/8" AND��.�N AN21 W�OODNINYL GEILIN6 J015T, LAPS O�/ER PARTITIONS, FAGE NAIL 3-IOd - GEILING J015T TO PARALLEL RAFTERS, FAGE NAIL 3-IOd - RAFTER TO PLATE, USE STRUGTURAL GONN'S, SEE NOTES ON PLAN � DETAILS ARCHITECT I. ALL WINDOWS TO HAVE ANDERSEN "STORM WATGH" ROOP RAFTERS TO RIDGE, VAI..LEY OR HIP RAFTERS: • GONSTRUGTION MEETING THE taEQUIREMENTS OF ASTM EIq46-02 TOE NAIL 4-Ibd 2. GONTRAGTOR TO YERIFY WINDOW d DOOR ROUGH OPENINGS � FAGE NAIL 3-16d CMEA S S 4 CIATE� �NGINEE�`ll �l � SGHEDULED DOOR � WINDOWS PRIOR TO ORDERIN6 SAME. RAFTER TIES TO RAFTERS, FAGE NAIL � 4-Ib - � NOMINAL MATERIAL THIGKNE55 (IN.) DESGRIPTION a,b OF FASTE1�lER d LEN6TH (INJ SPAGIN6 OF FASTENERS 3. GLA55 TO BE IMPAGT RESIS7�ANTg/4" INSULATING, LOW E II WITH ED6E5 (IN.) INTERMEDIATE SUPPORTS (IN.) LANDSURVEYING & aRGON. WOOD 5TRUGTURAL I'ANELS, SUB�LOOR, ROOF AND WALL SHEATHIN6 TO FRAMIN6, AND PARTIGLEBOARD WALL SHEATHIN6 TO FRAMIN6 4. WINDOWS TO HA1/E WHITE YIN1i!L EXTERIOR GLADDIN6. 0.113 NAIL I �/8 ARCHITECTURE, PLLC STAPLE I� � I6 6A. I 5/8 6 12 5. AI.L OPERABLE WINDOWS TO HA�/E GHARGOAL FIBERGLA55 5�8�� SGREENS WITH FRAM�S TO M�47GH WINDOW GLADDIN6. OAQ'1 - O.Oqq NAIL I 3/4 3 6 32 Ci�tiD�� L�� 6. EXI'OSED HARDWARE TO BE BRA55 �INISH. I. ALL NAILS ARE SMOOTH - GOMNION, BOX OR DEPORMED SHANh:S EXGEPT WHERE OTHERWISE STATED. N,41L5 USED FOR FRAMIN6 AND SHEATHIN6 GONNEGTIONS WOODSTOCK, CONN.�CTICUT 06281 DOOR 5GHEDULE FOR SHANK DIAMETERSVLAR ER HAN 0.142"LBUT NOTNLAR6Efv THAN O.ITI"SAND IOOksp(68 Mpa) FOR S ArNK D AMETER510F O�i�MOR LESSL), aOksi (6�0 Mpa) SIZE MATERIAI. 6LAZI1�l6 FRAME REMARKS 2.. STAPLES ARE Ibga. WIRE AND HAVE A MININNM 'i/I6" INGH ON UTAMETER GROWN WIDTH. s6o-92s-�R4s � � � � � „ � t� � � � 3. NAILS SHALL BE SPAGED AT NOT MORE THAN 6 ON GENTER AT ALL SUPPORTS WHERE 5PAN5 ARE 48 INGHES OR 6REATER. � � � o o � �i� "` � � � 4. FOUR-FOOT�BY-B-FOOT OR 4-FOOT-BY-q-FOOT PANELS SHALL BE APPLIED VERTIGALLY. � � � � � � � � � �i� � o � � � 5. FOR REGIONS HA1/IN G BASIG WIND SPEED OP 100 mph OR LE55, NAILS FOR ATTAGHING WOOD STRUGTURAL P,4NEL ROOF SHEATHING TO GABLE END WAl..L 002 A 2'-8" b'-8" � �� • I,• • W i SIN61.E FREHGH DOOR �RA1"11N6 SHALL BE SPAGED 6" OK GENTER. WHEN BA51G WIND SPEED 15 6REATER THAN 100 mph, NAILS FOR ATTAGHING PANEL ROOF SHEATHIN6 TO STRUCTURAL �NGINEER � �� B 2'-8" 6'-8" � " • I• • W I 511�6LE PRENGH DOOR INTERMEDIATE SUPPORT5 SHALL BE 5PAGED 6 INGHES ON GENTER FOR MINIMUM 48-INGH D15TANGE FROM RIDGES, EAVE� AND GABLE END WALL5; AND 4" ON GENTER TO 6ABLE END WALL FRAMIN6. ' 002 G 2'-8" 6'-8" � " • • � W I 51N6LE FREIyGH DOOR . CM E A S �U C I A T E S E N G I N E E�`l l �l V � HARDWAR� SGHEDULE SHEAR WALL SGHEDULE �v�T HARDWARE 5ET I MARK SHEATHING FASTENERS ANGHOR BOLTS LAND �URV 1 11 \ G � I Y� PAIR HINGE5 SHEARWALL A 15,4�' PLYWOOD 8D � 4" O.G. EDGE y2" � � 3'-O" O.G. DEADBOLT ONE FAGE bD � I�" O.G. FIELD X '1" EMBED ' ARCHITECT�[.TRE, PLLC LOGKS�T SHEARWALL B 13,��" pLYWOOD 8D � 3" D.G. EDGE �" G� � 3'-O" O.G. ONGE FAGE bD � 12" O.G. FIELD X 'f" EMBED SHEARWALL G �s��" PLYWOOD SD � 4" O.G. EDGE Yz' 4� � 3'-O" O.G. 333 EAST RIVER DRIVE ONGE FAGE 8D � 12" O.G. FIELD X 'i" EMBED � EAST HARTFORD, C�I��NECTICUT 06108 NO�S t ggS�291-3227 I. BLOGK ALL EDGES W/ 2X MATERIAL W/ WIDTH TO MATGH WALL. 2. SHEA�THIN6 NAILS ARE 6ALVANIZED BOX. . 3. INSTALL GOUPLER NUTS d THR�AD�D ROD EXTEN510N5 MANUFAGTURED BY � SIMPSON STRONG-TIE AT HOLD DOWN ANGHOR BOLTS. �� .�... � . �;.:,,<, �; �,-` "� ,�':: '`�,�,,, ' x" :i��;, �"� `: . . j :;. . D�GK CME ASSOCIATES o i��-o�� io�-o�� ENGINEERING, � LAND SURVEYING & � , ARCHITECTURE, PLLC � - 32 Crabtree Lane,Woodstock, CT 06281 55 Main Street, Norwich, CT 06360 333 East River Drive, E. Hartford, CT 06108 � 50 Elm Street, Southbridge, MA 01550 GU�ST Phone 888-291-3227 FOUND/�TI ON B6EDROOM www.cmeengineering.com � � GU�ST BEDRODM d GORRIDOR " � FINI�HED FLOOR � O.O" SHEAR WALL B m 2 2 3 � �� A3 2°Xb" GOLLaR ,-. -:-�,.-� A3 GONG. PIER o TIES � GORRI DOR � tf. �� `��.�;--,;�p�''' - FASTEN EAGH �'�� , _ f;'� 51M. POR OUTDDOR � � END TO F V~� � 5 SHOWER FENGING 5 �` �R �'�: ti�`', ~ �` W/ �q) Ib D �f�' ',' k�, ^,- -°�^ �• � � 5HO1NER GONtMON FAGE j°� _ ;;,':;;. ;<.,, ��. ' _:�, ; � 002 � DRAINA6E � NAIL5 �. - �_, ;,... ; ' f `�� .�. k` i� .;, � � I I G I 6RADE O � '- ,�� , I ;, $�._.��=M'' �-.,r ,`� ra",.7`.7:^:,`y,s`�;°��' �f,'�`'-""�,,.�....-,. ,::,, /'r ��.�'� � ---- =- -., '. t�� ti'..Eft��`�. t I I ( I �,,� I . I �,n � n -� �'.�..,,Y�.,!' ��j;o= I I � I 4—� �/2 �=;; I I �` C>UT170 R �—� -��.�-.:..,�� REMOVE EXIST. ��_O�� I I ` �.' - - - - ��a• _ I I � I �'-4" ;,`: � � '�'; SHOW R Q o SHEATHING d n �� .yfi, I I ;,i . .--�-�--�---� Ib IN6 � I6 FOOTI 6 `a k� INST/�LL HOLDOWNS " 8„ 3�_ �� GQRRII7�R ''-" � �--�' �' 3 NEW SHEATHING B B I - ._ - I . ... TO EXIST. FRAMING � � 002 I �� . � �--=_-�---- I I � _._ . .�._._. � � � A� A4 p A4 5'-O" I I 6'-O" I � .��4 4 _ ��„�� I 6'�" I _ 8'-3" =----—_ � � �3) �� pF #� � ry � D O - , � I I I ( p`4 '�`� � ��' I I <�, q� POST � HOLDOWN X A2 - � �_ �� G ;;.: I I j' � SHEA GWALL 3 - -� - . G . 24. 1�N6 - A2 � ` �- � I . ;;"�: Q A2 O� 0�,02 3T m 12" .',� GEDAR � .- - - ��... m I I I I I I �r , „ A z R � 7 .: ��GIxG a -----—= ��_ � i I 2'6 i � �` P05T 3 LINE OF WALL BELOW HOWE � '°`3 � - '' I 1 �s � - �3) 2"X6" D� #� �`� A4 RESIDENCE �: B I I � I SHEAR WALL G 4 - ,=y � � `� Q 4 POST � HOLDOWN - -- A2 i il � � I N m B I I � � � SHEAR WALL 3 -� 4 3 � � � -��_ � ► o ADDITIOloT INDIGATES STEP IN �`� � � �3) 2"X6" ��:�: ; � ,,:.F---- a� � - - - - -� � � TOP OF WALL ;s4, �...... .. D �fi . � .. �,: : f STRUGT. �, � f j I � :s I 50PFIT � � � F1�45GIA IN. (2) 2��X6" POST DN. � � � i � � SHEAR WALL A = I s,v°oY BO�� ._._._._ . ._._._._. FISHERS ISLAND, �ry � � �`ry �� FLOOR I `�' EAGH �(p 05T HUG�6-3 MAX HANGER NEW YORK _1 � � � � STUDY � TO P05T � 5 4 �_� �"XS" WD. JOISTS � �; I ( .-.-.-.-.- .-.-. .-. � A3 �` t. A3 � ' �-l•,J I6 O.G., T1'P. U.O.N. � � � ---� -;�� ;-�. �; I � n �--LINE OF—'� � 4 N �XIO RDOF RAFTERS o I � ( - ;.. 12 O.G. 3 T r .._._._.-.-'_.-.-. I �XIST. ( GLG. ABOVE I r: • •-�-�- - -�-�-�-� 5. II —i � = z I I �� o I I I ry p,3 p R�51D�NG� STUDY FINISH D � A4 III_._'_'_'-._._.._.-. .�. � FLOOR � '1.6'� � . ._. ._._._ ._.-. - SHEAR WALL A EXISTIN6 I I I HANG RAFTERS FROM I II_.+_ ,_,_.�.___�. �. � RESIDENGE I I� � � BEAM W/ L5'10 ANGLE CONSTUCTIQN � F I N I S H E D F L O O R ,,,,4;�,; � ,.,.�. ,.:z.,. .�,� � STRUGT. 2X6 MIN. DOCUMENTS • 23.0" FASGIA • BAGK 5PAN - ,- - - - - - - - - -� - � . rt,,�,m :� l. ,,,, AGRO55 (3) RAFTERS ,��. � � REVISIONS _(,_ No. Date Description � v 3 � A4 (2) 2X8 - BEAR ON � ,q4 BLOGK OUT WALL 5'-4 3/4" WALL TOP PLA'fE FLUSH THIS SIDE (3) 2"Xb" HEADER W/ (I) �� "�° KING � (I) TRIMMER 2'-O" II'-O" EAGH END, TYP. oy��Q�e��, (2) �"X6" POST DOWN toc°�.,r.°�,va�i� E � . �-€ ^'o > a o m � � �d��O O�O¢�» � . mc c d'�owmo e A "$mv oEop.,o�o /� � � , _ w�y =�°" oe � A' .;� ov�oo��y � Z � N r O O >>9��V P� � � Eo�'t3 ��oua.�•a v�'y ma�_�ivodO � E �o O�L E 0 C�L €� � OV- UCE��OJ�C N v_rv° ��g,"o<° E " o,°y� a`�c E o�,s o�Y cc� u >>�Sa°� � co 0o E�o- � v a q � p�,p> %d o�d o�o"�+�o$ e�i:. a°�vi m�c°co°9 ��° m �"c�oo�EPot� • Bi°'-. �"`�`oo � �� U O V C �� ~�� e �� PROJECT NO. 2008866 O m�+' y�y p O��p't''� . �a ��. " � � I1 T I �LOOiZ �'L��l �00� i�I ��m� ° E i�«�o h o� �OY�� 1 I O� �i�� i�� '�o c o�a o o Y`o � y o I �N a� °°q�m� ''�� SGALE: I/4"=11'-O" 2 SGALE: I/4"=1'-O" 3 SGALE: I/4"=1'-O" S C A L E A S NOTED W�o o �'Oyr�v�v m __ , DATE DECEMBER 15,2008 u �„� o ` vav �' co�o°n«t�. DESIGNED ECS � DRAWN RAC,AP W a z � � CHECKED ECS RAC AP BB � HDQSr..�-'D53 W/ s/a" � AB X 15" ��.�'� NEW GONSTRUGTION A� DOOR ANNOTATION A ' ' ' � � O EMBED► W/ 5ET ADHE5IVE O HDQS-SD53 W/ SB Ys" X 24 AB SEGTION/ELEVATION P�NNOTATION DRAWING NUMBER � � UA WINDOW ANNOTATION AI � � O HTT 22 W/ �/s" �9 55 TB 16 AB O4 LTT 131 W/ �/s' 55 TB I6 AB 001 ROOM NUMBER � Z 0 U W F- Z � Q � � � � W Q � C3 F-- Z j w d w �it O U �- O O � � J � _ � � U � d v=i w U N Q � 'h"�,+�.,,, EXISTIN6 RE5IDENGE EXISTING 6UEST BEDROOM �' � GONTINUOUS RID6� VENT • 'F � 't=:� .. „�� i ,.f '" , ..�,1,'�� "!� ' M� i�k I�" MIN. SELF-ADHESIVE i ,-.,��- GONTINUOUS RID6E 1(ENT IGE 8 WATER SHIELD MEMBRaNE AROUND AI,.L ASPHALT SHINGLES GORRIDOR TO 6UEST DOOR 8 WINDOW TO MATGH EXISTING B�DR��OM BEYOND OP�NIN65 ° RAKE TO MATGH METAI_ 1�RIP EDGE � " TO E�RT N6 RESIDENGE CME ASSOCIATES �XISTING 12 /.a X b DOOR 8 p GASING ENGINEERING, '-'c�-'T B'-o�K LAND SURVEYING & �� . � ` ARCHITECTURE, PLLC GEDAR SHAKE i EXPOSURE TO MATGH i �� EXISTING WINDOW TRIM 32 Crabtree Lane,Woodstock, CT 06281 TO M,4TGH EXISTING � 55 Maln Street, Norwich, CT 06360 333 East River Drive, E. Hartford, CT 06108 12" MIN. S�LF-ADHE51 GONTINUOUSLY YENTED � 50 Elm Street, Southbridge, MA 01550 IGE � WATER SHIELD � 50FFIT TO MATGH EXISTIN � Phone 888-291-3227 MEMBRANE AROUND AL � � www.cmeengineering.com DOOR � WINDOW I WEATI�ER TREATED I I OPENIN6S � � HARDWOOD RAILIN6 d \ � I GORNER BOARD � � ��I i I � �. � I TO MATGH EXISTING WEATI�+ER TREATED ► HARDWOOD DEGKING � F NI SHED FLOOR E // � � , � . EXIST. RESIDENGE _._.___ 0 23.0" / FINISHED PLOOR �=�;ri; �::i�:;��a �� -`�� ;_� � � 23.0 ��. �� ,��t r,�� GUEST HOUSE . . . � �� r:; ,,�.;�, v'�i.C_ cti'e,°� FINI��-'HED FLOOR �`, --. �' � O.C>" � �f`,.� ,,<<r.< ., '�� !;� GOMP051 TE ° �'.�:. . . " . �STUDY FINISHED s::= �::; ` - , FLOOR � "1.6�� € ; , .. ' x_ ; SKIRTBOARD � " �� ' TO MATGH EXISTIN6 i � ��' � �� -' ��c`�=:'��'a� 1 I j � il' yY:,�k•,�''.. `'�� .'��. <'�' . ,, ..z..,,� � I . ,,. . _:.�.<--- --__1 WEATHER TREATED i `��,.� ,z:-� .>F;:-�3��;`� i ��._;_. `.�!-°=.. HARDWOOD RAILINC $ i �•a-�..�- � - --------------------------- � VyEATI�+ER TREATED � -------------------- �- ---- ----------------------------------- HARDWOOD TRE?�DS d __ _ � -- --- ------------ BALUSTERS ------------------------ �- ------- ---y------------ RI5Ei�5 WEATHER TREATED PRESS�URE TREATED HARDWOOD DEGKIN6 WOOC� BEAM � STRINGER WEATHER TREATED HARDWOOD TREADS d RI SERS � 1�lO�T� �L�Y�eT101�l SGALE: I/4"=I'-O" PRE55URE TRE�4TED WOOD BEAM d STRINGER ��ST �L�1��T1Ol� HOWE $ ��.E: "4"=''-°" RESIDENCE ADDITION FISHERS ISLAND, GONIINUOUS RID6E GORNERBOARD TO NEW YORK VENT, TYP. MATGH EXISTIN6 � GOLLAR TIES GONTINUDUS RIDGE VENT � . RAKE TO MATGH D�RG��DOON�R W/ s/4 X 6" EXISTING 5 �� ASPHALT SHINCLES TO /a WD• STRAPPING MATGH FXISTINr3 2XI2 RI06E BOARD --}�" 6YPSUM BOARD, PRIMED, 12" MIN. SELF-ADHESIVE I GE 8 WATER SHI ELD 12 PAINTED, OWNER TO SELEGT GOLOR IGE � WATER 5N-iIELD MEMBRANE AROUND ALL ASPHALT SHINGLES Q8 2XI0 RS � I6" O.G. ALL ROOF SUR�FAGE5 DOOR b WINDOW TO MATGH EXI5TIN6 � IGE d WATER SHIELD STIN6 AKE EXPOSURE TO MATGH ALUMINUM DRIP �DGE OPENINGS CONSTRUCTI4N DOCUMENTS ALL ROOF SURFAGES R-30 KRAFT FAGED GORRIDOR TO IEXISTIN6 • Y�" EXTERIOR 6RAD� ' BATT INSULATION RESIDENGE, BE11'OND PLYWOOD SHEATHING � WIND BAF�LE, PROVIDE I Y�" AIR REVISIONS FASGIA TO MATGH � SPAGE MIN. FASGIA TO MATGH No. Date Descrlption EXISTING --ALUMINUM DRIP ED6E EXISTING �—GONTINUOUSLY �/ENTED � y�" GYPSUM BOARt'�, PRIMED, PAINTEt�, 50F�IT TO MATGH OWNER TO SELEGT GOLOR O?- GEDAR SHAK� I I EXI5TIN6 �- u- EXPOSURE TO MIATGH � ALUMINUM FLASHING --AIR INFILTRATION BARRIER ON GOLD 51DE v� EXISTING I I N � ALL DOORS � WIN�O --Y�" EXTERIOR 6RADE PLYWOOD � > L16HT BLOGK � /� I SHEATHIN6 � (3) 2X6 H�ADER 8�� ---R-14 BAT7 INSULAtION s � I I / WINDOW TRIM � � o � SIN6LE FRENGH DOOR --2X6 yyp, 5TUD5 � I6" O.G. TO MATGH EXIS�TIHG �y��o D�� EXI ST. RE511�ENIGE 0 o m�v� E a� � FINISHED FLOOR —6 MIL POLY VAPOR BARRIER � t O C V C N 9 N� E O ��€ �✓��`�9 " � FINISHED FLOOIR � � � OdwD V UO2�uf y ��` ��o i�m�- o d 3/4" PLYWOOD SUBFLOOR ON WARM 51 DE °�m� oEOO�°!.�� 23.0" \ •=-r�u j y O N.N.C U O m �_�,°v�s o;�w�° GUEST HOUSE '-11�15ULATED AL. THRESHOLD � . �.�o ��,o E o m � � . � . GUEST HOUSE F I NI S H ED FLO O R - DOOR OPENIN65 12" MIN. SELF-A',DHESIVE FINISHED FLOOR E p�'9�- v�i o o�h 0'a W L o v E �o�i�o�d o ° � �.�„ ��.��o�� IMEMBRANE ARC�IUND ALL / \ � o.o° ELEVATIONS � •� �y �= N�a m E s/4 SKIRT BOARD TO � 2" RIGID INSULAtION DOOR 8 Y�tINDO�;�t Do�L a�ic�pa«o« . �,.�� ;�� a; Y �o MATGH EXISTING '� �r _ � ' ALONG FDN. WALL(5), � � o��o�o�=o x�i� ':� - TYP. OPENIN65 i i a�„��a�o�� _�° MEMBRANE DAMP . - „b�� o o�E ro N GRAWI.. SPAGE AGGE55 i i �y -' ��"��o�; PROOFIN6 TO BE61N b" . � T s�o �y�,< < a AWNING WINDOV^l ----------------------------- -------- -- - --------- � ABOYE 6RADE d GONT. TO 1NEATHER TREAITED -----------------------------�-------- ---------- �°tl°$�� —R-�� BATT IN5ULA710N HARDINOOD RA�ILING d -- -L _��„o E�y�m o n o° FOOTING, TYP. BOTH SIDES . PROJECT NO. 2008866 �o�o_�,��°Yo � �o tEo . �..coc �•Q� . �q a� „°q E m� ' s� 2X8 FLOOR JOISTS o --6" GRUSHED GRAVEL W/ B USTERS SCALE AS NOTED ` I6" O.G. 6 MIL POLY ON TOP DATE DECEMBER 15,2008 Wroo �m�r��a�m �� _�� ` WEATHER TREAITED t�av � c v u o,�a«r..� HARDWOOD DE�GKING DESIGNED ECS 1NEATHER TREA'�TED DRAWN RAC AP Z o HARDWOOD TR�ADS � ' Q G 50UT� 5�GT101�1/�L�Y�TI01� RISERS cr�cr�D Ecs,�c,Ar,BB v SGALET I/4"=1'-0" DRAWING NUMBER � W � � � W J � GORRIDOR ADDITION 6UEST HOUSE � o � � � �- z 0 U w " -� Y�l�ST �L�1��T10?� � z � Q a � W � � � SGALE: I/4"=I'-O" � � � Z � W a w � o v r � � > � J � 2 K � � Z � � � (� d V� w U N Q �*+�*�,. EXISTING ROOF BEYOND � 2XI2 ROOF � RAFTERS � 24" O.G. tr: , , ��. GOLLAR TIES j ED6E O� TRAY GEILIN6 � CME ASSOCIATES — ENGINEERING, 2X6 WD. WALL BEYOND LAND SURVEYING & .� TOP oF . . ARCHITECTURE, PLLC PLATE . . . . . . . . . . . . . � 2X6 WD. WAL.L W/ R-Iq BATT 32 Crabtree Lane,Woodstock, CT 06281 INSULATION (2) 2X6 HE,qp R 55 Maln Street, Norwfch, CT 06360 ALUMINUM FLASHING 333 East River Drive, E. Hartford, CT 06108 50 Elm Street, Southbridge, MA 01550 Yz" � AB �O 3'-O" O.G. MAX. - � WINDOW SILL d OPEN TO TRAY GEILIN6 EMBED '7 MIN. HEAD KITGHEN Phone 888-291-3227 b MIL POLY VAPOR 4" FlNISH TRIM � www.cmeengi neering.com • .i (�) #4 X GONT. TOP BARRIER ON WARM DOUBLE HUNG INDOW DOORS � WINDOWS a 51DE WINDOW FINI TRIM � � EXISTIN6 RESIDENGE 6" WOOD BASE � FINISHED PLOOR a �. � 23.0" —- . . � � 6UEST HOUSE � i � �INISHED FLOOR {;�r��_'"`�"==��,,,, '. � 0.�� r ` P; � ''; �i � ;E�.:'"', � a. #4 X �a" FULL HT. DOVJEL � 18" `:: � � �.,..��=_<�'�-:�,,. -.�.,�•.. 4 1 I ,�:�:.�;�_,�, c;w'__::'':�•�'J� � O.G. - GENTER IN FOOTING d ALT. � --' 2X8 FLOOR J015T5 � I6" O.G. �'��'-��°'-��' - ' � HOOKS ��F;��,;; § �" '`r �:� ..��:��: ,,, °� 8n . : ��r�� ti;:a ,;.:,: ,�; � , ;, �: a #4 X GONT. BOTTOM O 24" O.G. �.�� ,�� :.� ' .�rr`=��" a .��.�°.,y0:,�.�,�'<•..;�"..:=:.. f:, .. . a L01�C I TUD I 1��L S�GT I O�l �x� � �.�� `�4 �-q` `,,;'� -'''`�o'''� -ti�-.__�... � d� •� � � (2) #4 X GONT. GENTERED IN 2 SGALE: I/4"=I'-O" a � . � FOOTING • a � `F�� PLAGE FOOTIN6 ON UNDISTURBED � � m 24 SUBGRADE OR GOMPAGTED �/4" cD I I �� , GRAVEL P05T d WALL BEYOND -� ( I I BLOGK SOLID � � UNDERP05T, TYP. � �171�1. l�I�LL � SOUT��ST S��R Y�4��LL5 i i � ��.Et ��=��-o�� HOV'iTE BLOGKIN6 � 3�-0�� RESIDENCE O.G. MAX. RIM-GO1�T. UNDER OPENIN6 �� BTWN FDN. ADDITIOl� WALLS-ALIGN UNDER RIM 8 NAIL TO LOW JOIN UP'ER d LOWER FLOOR W/ JOIST yz' PLYYVOOD NAILED TO EAGH FISHERS ISLAND� �_ TOP OF GONG. WALL NEW YORK . � EDGE OF EXI5TIN6 RESIDENGE �X LED6ER BOARD Q. �� 5�� . SGA1.E: I"=I'-O" FINISH�D HARDWOOD TREAD CONSTRUCTION EXISTING RE5IDENGE DOCUMENTS � � � � � � � � � � � � � FINISHED�FLOOR � 23.0 � �� REVISIONS PLYWOOD SUSPLOOR, IYP. � No. bate Descri tion STAI RS P FINISHED HARDWOOD RISER 2X 51 LL � a 57UDY FINISHE� . . ° . . . . . . . . FLOOR o 'i.b" - o a� FASTEN 2"XS" RIM JOIST TO EXIST. . a GONG. FDN. W/Y�' � W.A. X 3" EMBED � m • � EAGH �ND d AT 24" O.G. MAX. o � o�� o'o�sd d Ea� y �Ydv�i� E o , • . yd�� m� � 9� o �bo�On�m ..L+ II , II m'c� rn�o�oo ou d : � . uomayEyo�o�o . . II II 3�� C V��C C� O V Q � ��-� �d�wv�z � L� L� d�O o>>O��V�O�N . y� N��u T� � G DAR FENGING 8 o- o �a� Eeo��o'� v° :a�= __________________� � /' 4X4GEDARP05T m p�� y o�� o o�ffi�€� ILDING SECTION � & DETAILS � / WEATHER TREATED a2�v° Q��i�na� � , , • .• . o,uui d E��Onu uT�iv c°° o ��2,_E° c � � v ny o o,o� % C ��.��`J o V� o ro o��o u �y d HARDWOOD DEGKING qvo�c�So�BEvvvzr • �., � aop o �y � Z -`".� �y�° c� d Q E — — ——— ———— — � 2X6 PRE55URE TREATED SLEEPERS c 4 PROJECT NO. 2008866 %�° `-'y�oov,cd, 'L C a �� u- � .Bi o,,, o 0 ,��..'Q N O EL�r�O H O� . Q '�-�E c °_T�O[oc $ �'� . � .a��o�„E�� _'�� .. (3) #4 X 48" DOWELS MIN. - � 24" `9 GUEST HOUSE � SCALE AS NOTED W�o � g O y L��v� . FINISHED FLOOR �� ` �o u o o a o=� a O.G., MAX. 5" EMBED INTO EXIST. � o O.O" . �.a W/ ADHE51 VE DATE DECEMBER 15,2008 � � I I DESIGNED ECS ' - o � � � � NEW FOOTIN6 � FDN. WALL � � 6" GRUSHED GRAVEL DRAWN RAC,AP o BEYOND �'�- -�] CHECKED ECS,RAC,AP,BB a U � � DRAWING NUMBER W � 10" GONG. PIER W/ BELL F�OTIN6 J � TO REST ON UNDISTURBED SOIL 0 a Z S�GTIO�I � OUT1700R S�OV�� W� �171�. Y�I�LL � �LOOR � �X I ST. Z Q Q J Q � w Q � 3 SGALE: I"=I'-O" SGALE: I/4"=I'-O" � � � � c� � � Z � W a l,Uj ,IIJ O U � . O O � � J � _ � � U (,�� a v=iwUNa �"XIO" � Ib" O.G. " �.,� RAFTER, ?YP. 2"XS" X GONT. P.T. SILL (q) I6D GOMMONS EAGH END, TYP. �/4" PLYWOOD SUBFLOOR � 13/3Z" EXTERIOR GRADE 2"XS" WD. FLOOR J015T � ib" O.G. ' PLYI�OD SHEATHING, TYP. STUDY FINISHE� � 2X BLOGKING, TYP. — � . . . . . � FLOOR � �.6" I ` PROVIDE I Y�" AIR SPAGE, � .' `. \ FULL HT. � BLOGKIN � '- " � ' SEE SEGTIONS FOR 6 3 O THERMAL d M015TURE ' ` O.G. M�4X. - (3) 16D GOMMONS PROTEGTI ON NOTES '� �` EAGH END �"�; �� CME ASSOCIATES ti DO NOT OVER GUT � 2°X8" G4LLAR TIE, TYP. ° a :�� ENGINEERING� � GORNER LAND SURVEYING & H� sir�sox Ti�, TMP. �A�H ARCHITECTURE, PLLC RAFTER 2 �171�. Y�LL l�l,/ JO 15T5 �'�i�LL�L 32 Crabtree Lane,Woodstock, CT 06281 SGALE: I"=I'-O" 55 Maln Street, Norwich, CT 06360 DOIJBLE TOP PLATE, '1YP. 333 East River Drive, E. Hartford, CT 06108 2"X6" � I6" O.G., TYP. 50 Elm Street, Southbridge, MA 01550 Phone 888-291-3227 www.cmee ng i neeri ng.com �"XS" X GONT. P.7. 51LL 15i�Z' EXT. PLYWOOD - TYP. U.O.N. �/4" PLYY�IOOD Sl1BFLOOR �"XS" WD. FLOOR JOIST � ib" O.G. �� ^`��' ,��,. � -.�� T�1� �3��t�ING . . �r�-=: �.:�� °Wt=�;-r, *t I ' ' . . . . . . . . . _�� ve�F!`�\L -. :��l�+„�j,�a�'*�y'`.'�x � �`, �'�� `. P r SGALE: ("=1'-O" `" .- ` -' �t� .E..: �1,�':..`.: f.+, � ` ,�.� 2"XS" GONT. RIM JOIST : ,` ; : "y�-:��1j.�.]�yj 4' r.1.� i.� I'J . I ,�' '.-,....�...�.: - �`�..,Y;'j� ;�' '. !` Y" 3'-O" O.G, MAJ�C. - �`, %,., ..,.i<<.. .�^';-Yf.� � � AB � �� .� EMBED '7" MIN. � �° _ „___ ,^°�.,i .��,: ' • (2) #4 X GONT. TOP �K� �w--- ��-r'�""�� !� _. �.. PLAGE RAFTER FLUSH . W/ FAGE OF WALL ° BELOW � SHEAR WALLS 3 Y�' MIN. � T•O. PLATE VARIES . . , _„� 51MP50N LTP4 0 12" a � � O.G. � SHEAR WALL . � ONE PIEGE - FULL HT. � a. 2X BLOGKIN6 O 3'-O" 5TUD5 FROM FLOOR TO z � � O.G. MAX. UNDER5IDE OF ROOF � � � . . m d ° � 4" � 8" �"X4" X GONT. KEY HO�Y V Li 3 ��T�R ,P�fi�,�LL�L TO Y�LL � � SGALE: I =1 -O �� 2� #4 X GONT. GENTERED IN RESIDENCE a � . FOG'i!N5 ADDITIOI�,T �� PLA!.E FOOTIN6 ON UND157URBED I6 SUBc�RAt�E OR GOMPAGTED �/4" � � G'�``�'- FISHERS ISLAND, NEW YORK - „�„ �I��l. V�LL Y�/ JO I 5TS P�R�'�N�I GU�.�R SGALE: I —I —O 51 MP50N H 1 GL I P - TYP. CONSTRUCTION ' . EAGH RAFTER ' BLOGKIN6 TYPIGAL DOCLTMENTS REVISIONS No. Date Descrlption BLOGK ALL PANEL ED6E5 FIELD NAILS PER SGHED. �"� °9�� '� FIELD NAILS PER SGHED. 0o c°°�`°'c E a� L V�uoa+� E o c'"€� °'°o o c o« m O m�D V O�O a�N �yt.. y c C �j O�p� O p ��,�= E o��o�� ED6E NAI L5 PER SGHED. o m� p o a o �� J+'�� O� C N C p p �;� o�+V�poco�a�2 N L�Y� . U� � , y�O � �JO J�V p�N �n N E L p N�D O O � •• O+L E 0 C�L �y � � � O 1- � U�O tl V�j C •�• TRUCTURAL DETAILS ��v d��o;a o 2 '•' ANGHOR - REF ER T O P L A N d S G H E t�. - O�._H_ u C C 1' N f j �'V L C O ••• �°a H ��o rn o E o—� ��• .��` oQ o��o�� e n�y�p b�o�p o �y o BOTTOM 51 LL ��o. t�,Jo�"E2o't.� F, c �o � �� O ��U OS yO C O�C � O O j ��m� N L H p�� D"'O o a`y�,_` � C�� • . . . . . . . . . . . . ��o y�E�o o�� $ �p PROJECT NO. 2008866 u E o o r��,o a< <a� SHEATHIN6 SHALL BE GONTINU O U S ��a� h o�;L� o �� BETWEEN BOTTOM 51LL 4 51LL PLATE SCALE AS NOTED �o o s ��o�o°o o= - F A S T E N T O E A G H W/ E D G E N A I L I N G PER PLAN 4 SGH�D. DATE DECEMBER 15,2008 c�av c o�o,�a.-r»- . I ° ANGHOR BOLT - RE PLAN d DESIGNED ECS W P.T. SILL PLATE I) SGHED. - USE GOUPLER � ROD DRAWN RAC AP o � �.► EXTEN510N A5 REQ'D. � � ° 2p M�N• CHECKED ECS,RAC,AP,BB � p . d � w DRAWING NUMBER w � . . U � J � � � F-- Z I O U L,�J I �' J � � � � � 5��,�� l�I�LL � a w � o v � � SGALE: I"=I'-O° O O � > J � _ K � � Z > � � C� a. Vl W U U7 Q . �� r� ��. c� - ��-�� : �. DOCUMENT LIST , , DWG. NO. DOCUMENT DE?SCRIPTION �=� . � T 1 TITLE SHEET J,.�'1 E � 1 4F 1 SITE PLAN - PROP4SED ADDITION - � 26-5 PORTION � � 26-6 25'6 N O 3-1-6 M U � ' � BLOCK 30 LOT 2 26-9 26-4 �p � �� . � � � VACANT LAND z6-+o •� °° �� IRON PIPE I 26_� 26-' zs-3 zs-s � � � � c — — -- — — -- _ — —________ — — BLOCK 30 LOT 1 26-8 26-z ��., °� � � � � SINGLE FAMILY RESIDENCE ..-� � � � � I -- — — --- — — -----_ _ _ IROM' PIP� ON-SITE SEPTIC 26_>> �•� a � o MUNI CI PAL WATER 30 , � � I 27-tA 26-12A 3�-3 26-13 w � � � CD � a' o `' \ � 3o-z � � ,.,�"r.� W V � . \ z�-�e .� �"� +� '-a ,�o �.._ �' � c> ~ ROAD � z6-,2 30-4 ,.,-� ��;�a ,� � � � � � -'.SIT�- ` ao��E v � a' � o � (UNIMPROVED) 50' , , . .. . ,, o ,� � � Z o I30-6 �.;.... '30.t10 .`'u,� ,' � �-1 �' p "� � � M 0 . I �.',�;..`.��'�'�:;,;,'''�: � > '�..,,:;,,.;,.�;',: 30-15 � � � � � > IRON PIPE � ` � 30-5 30-8 30-9 c� � � C ' \ 29-1 � �J � � 30-14 � � N 4T50'14" S 825.72 � l � � E 290.00' W 5647.76 30-7 30-15 ' IRON PIPE `� � U � RADIUS=25.00' LENGTH=39.27� 29-3 �x�r _ "' "' 29-2 tf') M \ 31-5 � ELECTRIC 1 29�4 31-a ,� r T 1 TRANSFORMER � , � BURIED ELECTRIC i ` S" OAK �� AND PHONE SERVICE , :� 29-6 31-3 � � ( �� ROCKS (APPROX.) 29-5 � C��l,.i �\�,�r� �%\�i� in iii. G� p�. �i� q* �i ni. � .,. \i\i �i �i �� i�V� .�` i �� CONCRETE "— ' � � � , �i �� MON. LOCATION MAP SCALE 1 —400 r---------�� i � i EXISPARKING VEL ��.� -_--___— , �� `��t�;r�,.r�°m � i � ��\`\\ � �\ ��ttlu P';.,� ��{� � --------- - ��w BENCHMARK ��'r",�, tr. 1 �".. " ...u, �'.�J �� . .. ....''� --------------- --------------- , �� ELEN. 69.23 — —---_— — __ � �'°�,..;�. � � CONCRETE -" —------ _ ��''�.�' $ . �, �,F:� �:i;:,;:.:: `� �� MON. ._ _' _---- — _ �_ —. _._. � ''�' 7"'=-% � RE�OCATE OR REMOVE EXISTING � , � w� `.� \� � �°,�� '�,��. �a� ��,,�,� AND REPLACE EXISTING SEPTIC TANK & LEACHING //�i; , , ,$,, ,� POOLS �i W � � �� Y'� ��' /, �; , \ �� 'm. ,� �'�. LEACHING POOL ' '�` � � � .i/ \\ \\\ . �� p S ,;; ;' BURIED WATER \ `.� i�y RADIUS=75.00' ,��'_ � ��. ',�'. SERVICE(APPROX.) �� `�.� LENGTH=177.81' �� o ';', EXISTING , �� .� �/ G %i RESIDENCE \ � � / 2 BEDROOMS ;;.;,:% ��`.�`\ �'kiST�� \��\ BENCHMARK IRON R00 ` / �;' /;; �~ c �Rr� \��. �� ELEV. 61.52 '%�'/�i, '� '� � ; : . '/,- �`� F � / �� ,�,.,� . , � �i'� '�j'� �, �'q \ i �i;:' : j ; . 'i,i; /. . �'�/' ;�; `\` Y \\\\ � � '/, �� /'�/:�; /:' . � . -�;. . . �S� � . ;� ,� �� .. ;� ;�;�,;�. `• �� . ,�:.,..,... ;,;-;/,� �� `.�� t>;.,��:�:.:. ,..... � �\ � , �,%%� ; u� =;�' "� , ` ;/%� � � � PROPOSED ADDITION ' �. s4rso��4"W RADIUS=15.00� , .��,�;,:�.,,,; ;/ � . ; ,/ .K3„ r // ��\`\ ��\\\` � 171 J8' LENGTH=27.06� W p Z � 1 BEDROOM ,; f '�� %/ 2008 ADD `�'�, `��'��\� Y � �\ BURIED WATER, ELECTRIC � ; :;•"/;:�j�; /� ��ON �� W AND PHONE SERVICE O Q O � ;; � / 1 BEDROOM & DECK - �� ` i �� ` W � (APPROX.) T � . Z / � �� _ ...L W � � ,'%;�/,, , '. �� / f` � �� `\� � ``1 `` ��_w�� W � � —_ DECK � \` \``�''--_ ''-w-- �--� --_-- z o C.� � z Q � 83.7' \ ,,, -------------- �----�, � � __-_ ---- Q � o z �r- � ��_ � — ------------------------------- — Q �`.' — z � —�_ p � Q � o g ` -- W ____ � � � � DRY WELL FOR '- � � � � � �, ROOF DRAINAGE --'-------__ _ ------- ---- 0 ------------------------------------- —`� � � � w O 25� Z � � � W Y � O IRON PIPE � � � RADIUS=479.23� -� LENGTH=77.00' m N63 22 S4"'f BLOCK 30 LOT 9 � VACANT LAND ' ��9�2 . +� �59�8 N/F BOHLEN m = � �� SINGLE FAMlLY RESIDENCE � � � ��"��1 � ON-SITE SEPTlC � , I MUNICIPAL W,4TER : s �s5.53 i W 5313.64 Z � o z Z a ° � � o MAP REFERENCES � w � — p o 1.) SURVEY MAP PREPARED FOR KEN MEfTLER BLOCK 30 LOT 10 FISHERS ' � o ISLAND, NEW YORK FINAL LOCATION MAP CME/CPK OESIGN GROUP 110 - o BROADWAY, �NORWICH, CT 06360 860-889-3397 FAX 860-996-7801 > � �. IRON PIPE WWW.CMEENGINEERING.COM ARCHITECTURE, ENGINEERING, ENVIRONMENTAL SCIENCE w & SURVEYING 04/10/03 SCALE 1" = 20' SHEET 1 OF 1. � � . w o Q v .. � N . � ��7'�C N L1i1J.Lai' ' . O 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED � `� I, � HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO � 250•�� BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE g32�� BLOCK 30 LOT 1.3 ENGAGEMENT• � VACANT LAND � � °' 2.) IT IS A'VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS �- � 3 � � ' ACTING UNDER THE L�IRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN � ,Q o a ITEM IN ANY WAY. � � cn � � � � 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S m = � . SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF o cn � cn o IRON PIPE THE LAND SURVEYOR. o = m = o p� cv I � U � I c� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODEfIC � � o � o J. SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" � � Y � � v o 0 o in c w � w ' �� 5.) SITE IS"-IN THE TOWN OF SOUTHOLD, COUNIY OF SUFFOLK TAX MAP 1000, a m o o v � i SECTION 003, BLOCK 6, LOT 3.12. ' � FF FIRST FLOOR �' • DATE: O8/06/2008 ' 6.) TOTAL AREA = 2.35f ACRES. ELEV ELEVATION � SCALE: � " = 2O� SF SQUARE FEET 7.) SITE IS.:LOCATED IN R-120 ZONE. � BUILDING SETBACK LINE 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL QUALITY CONTROL CERTIFICATION SYSTEM. GROUP REVIEWED DATE v PROPOSED BURIED UTILITIES 9.) EXISTING SEPTIC SYSTEM SUITABLE FOR UP TO 4 BEDROOMS. PROJECT MANAGER �Z¢j, � ZO �O O ZO SURvEY 2,•'Lyj ,1 c ENviRONMENTa� GRAPHIC SCALE IN FEET 1 OI 1 avi� . Z � r , STRUCTURAL ARCHITECTURAL . S��i� W�LL SGf��1�UL� DOOfi� SGf��DUL� 1�f,�T�fi�l �� IOT�S: -______ ___ I. IT 15 THE OWNER OR GONTRAGTOR'S RESPON5IBILITY TO TAK� THE NEGESSARY PREGAUTIONS TO PREVE�IT -- - - MARK SHEf�THING FASTENERS ?tKGHOR BOLTS DOOR FRAME f�GAINST THE BUILDUP OF MOISTURE OR MOLD. � NO. SIZE HDWR REMARKS �� TYP. MAT. L16HT LABEL TYPE MATERI�L 2. OVJ1�l�R OR GONTRAGTOR SHALL BE RESPONSIBLE FOR THE FINAL GHOIGE A1�D SELEGTION OF ALL � - SHEAR Wl�LL 'A' 15/32" PLYWOOD SD � 4" O.G. EDGE I/2" � � 3'-O" O.G. GO1�l5TRUGTION MATERIALS. • _ ONE FAGE 8D � 12" O.G. FIELD X �" EMBED OI 2'-8" X 6'-8" X I 3/4" - STEEL TEMP. INSUIL. - WOOD 4 q LITE O�/ER 2 PANEL ` - FLl�.SHING TO BE INST�.LLED: _- � J�� I : � CME Associates Engineering, NEW GOKTINUOUS Land Surveying & NEW GONTINUOUS PROPOSED NEW ROOF STRUGTURE PROP�SED NEW ROOF STRUGTURE RIDGE VE1�1T, TYPIGAL Architecture, PLLC RIDGE �/ENT, T formcrly CHANDLER,PALMER&KiNG -' - 32 Crabtree Lane,Woodstock,CT 06281 " �� 333 East River Drive, East Hartford,CT 06108 � ` � Phone 888-291-3227 12 � ' w�,vw.cmeengineering.com � �\� � � � . � , �` �� NEW ASPHALT SHINGLES TO 8 ____ _ �_ ____________ ` . __,� �_� ._�� MATGH EXISTING, TYPIGAL � �-------- �- //.. - \- ,- �i � � EXISTING STAMP I ' \ \\ . /� � �� TO BE REMO E D �. ,... . I / ,/" / . � NEW GEDf�R SHINGLE ' �. � � ---------- ------ �� (SHOWN DASHED) __. _ . \ I � -C---------------�J � I � 51DING TO MATGH �. � �., �. . ,:' � �' �� • ' EX15T1NC�, TYPIGAL I �./ -- - - � �� \ � ' � '. ��'' , I� j � � - � i i" � � , :.,',�. � i" \ � � . ` i � .'r,.,. " '� i.��_.-� , '� � �� MAIN HOUSE (BEYOND) � .-' -� �� = -- ----------- ---- ---------- - ' � � -- - � , -- - - --- -- -- --- - - ---- -- ;,� , . - � ; i - � -- - i - - f , , ;,,` j ... _ , . --_ ---�=_-%—_----------------- ----------- - �/ /� �� ' % ' /�l I '�C;, ' ;�" I�IEV�I PAINTED WOOD TRI F /;;i�-s � � , � ,�� -� -�l TO MATGH EXISTI�IG, TYPIGAL � / - / / � I - - ` . I '� , ;' i� I I NEW PAINTED WOOD TRIM �' ' ..�;\\,\ � ,�;�.. � c;;; /" i , %i j, j 1 I %;�i,' ,'`. .. ...... . � 1�, , , / \\\� . � \`�:_ RELOGf�TED WOOD �-�=�� / � I �� / ��C:� TO MATGH EXISTING, TYPIGAL �/� , j / ' ,� � � ' �, i-'s / , ��{ i i / �/ ; \ `\:.<``\ PRO�/IDE N WUGONGRET� "' ' <,i / �' / /� � i I I , , - -�'�:1 � ,� ,' j � .� ;�", .. � i , F`1� SH�AR WALL A � SHEAR WALL B '� � i �\ , FOOTIh1G5 - TYPIGAL � % "% � � / ' � � ��t �` \\, , �� I ' ; ,, ' ' �I I ;i; � ,' / �.�. _ ` _ / ;,� � 'I I i / � \ � � �� /� / I I - - RESERVED , � � / ' /i /� / \\ //�' /� I /�' ' �I I i" �� ' � j ---- - - - - � : , � ; � ,�I I -- � � �, � . i ' / � --- / � ,j j ,j� / %/I I 'I - - - . �" �� / / , , I � ' { � i � EXISTING GRADE (BEYON )� � !'=1� � _\ � I �� - � � � _�_ - ---- - - � I �.,\ � � ��., --- EXISTING GRADE . I I I I I 6 � � EXISTING GRADE � ----__ � I / � � I � � - - - - - - - - -I I if- -- � � I � - - - - - - - - - - - - - � � � I � PROP05ED ADDITION � � � � PROP05ED NEW I � I NEW GRAWL SPAGE � FOUKDATION W/ FOOTING —� i �GGESS DOOR I PROJECT - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Proposed Addition � � SOUT� �L��TION 2 W�ST �L��TION HOWE A2 SGt�LE: I/4"=I'-O" A2 SGP�LE: I/4"=I'-O" RESIDENCE Fishers Island � � New York I a� . � Prepared For PROPOSED NEW RDOF STRUGTURE Kenn & Nat Howe NEW GONTINUOUS NEW GONTINUOUS y RIDGE VENT, TYPIG?�L RIDGE VENT, TYPIGAL — — — Post Office Box 325 �\ � Fishers Island, NY 06390 � � EXISTING ROOF STRUGTURE � �\ i�=' `\ 12 TO BE REMOVED \, ., ;� ,. ' �� (SHOWN DASHED) EXISTING ROOF STRUGTURE NEW ASPHALT SHIKGLES TO ' �, =^'�, � __ � -__________-�_ � ___ __� � MATGH EXISTING, TYPIG.4L � / I � \ _ � ___ TO BE REMOVED � (SHOWN DASHED) ' � REV1SlONS ' � � � ��/ �� \�� - ---- ---- \ Date Description % I / �, � NEW GEDAR SHINGLE ��, \'�.. \ � �' � ' � ' � . . -------- -------------- -- � � �� SIDING TO MATGH ��, i �� --- - ----- _�i I �� ^ ��\, \. EXISTING, TYPIGAL /�� `,.\ I �� i� ��\ ��\ � � _ ' I �- i �\ � i �� I i� �� / / \ \ / / \ \I / / --- --- \ � ---a--- I � � � � �-- \� --- --------! . '�_ i ��7�f �—— ——/ //=�� _��, / i � — — — —__-�� — a----- i / ; ' � j�/, ;"j/ I � % � � / ,"�"_'1�;?-,,,- / / .t_ ' U�IE OF MAIN HOUS� '-'<-.� i ' - . �j�(' ,, / , , �' �� i ,, LINE OF MAIN HOUSE �, ,�%;.��,,; , . / �1'''�;;.% �� ,�:,<� ;:; ..> , `� � �..;,/ ' , n. � „ /' ' , l�,. � . �� /'� .; ' �� \'... �,,� �,.#.,,� ,:�..;'; �,�'� � ; ;E, s ;; ' I.� NEW PAINTED WOOD TRIM .;:,�;::?::.. \�.�� . : �l_:_3�� NEW PAINTED WOOD TRIM �.: : �� .,:..,. :�:. �.�::�:: f ;..�% " TO MATGH EXISTING, TYPIGAL � `��;,,: �.�,� �j,f�� .� j � �j" � TO MATGH EXISTING, TYPIGAL �, , ,� , \ ��i�� , �_.�,• },//1� `' (� �;i:-; t--J //I'-,l,i;�i ,i Y / , `'.�:\;.\ : . .��\, `�' `I %�%'1 ;;',� �� / i E";1�-% i;�' // /•� �� j.>\` `��.. �:'_L'�� __ j ;. -�.;),,;',. % ; SH�AR WALL 'A' � � ; .,,'. .: j SHF.RT TITLE I � ��:,,...\:,; �: �: --_ ;k �, ,/, j _ I I , � �/ j R,,:1;; ;G;, �� // / -- - - - - - � � , '"; ,% ---� �'` ,, ; � � , CONSTRUCTION i i � � j� ;. ,� {; ; � / � � � ,� � ; ,! � ; , - � � DOCUMENT - - , � , � i , - � %' � � --- - --- RELOGATED EXISTING V�IOOD STAIR - - � WITH LANDIN6 8 GUARDRAIL ADDITION i � -- - -- -- --- - - - -- --- ELEVATIONS I � EXISTING GRADE �- - - - - - - - - - - - - - - - - � - - - - - - - - --I � i � PROJ.NO. 2014842 PROPOS D ADDITION i I A3 I � SCALE AS NOTED I � DATE 02/26/2015 I � DESIGNED EVELYN COLE SMITH - - - - - - — � — 3 NOi�TH �LE1��T1 ON 4 ��ST �L�Y�TI01� DRAWN CLINTON RICHMOND �2 SGALE: I/4"=I'-O" �2 SGf4LE: I/4"=I'-O" CHECKED ECS SHEET 3 OF 4 STi�UGTUi��L 1�OTES: -- _ I. DE5IGNED IN ,4GGORDANGE WITH THE 2010 "RESIDENTIAL BUILDI�lG GODE OF NEW YORK STATE." -== _ GROUND SNOW LOAD: 20 PSP � GONTINUOUS RIDGE �/ENT WIND SPEED: 120 MPH (3 SEGOND GUST), EXPOSURE G �� _ _ _ _ _ _ _ _ �TOP O� RIDGE LIVE LOAD. 40 PSF (�LOOR) _ ___-_ , �� 2XI2 RIDGE PLATE . 2. GOh1TRAGTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO THE START OF GOHSTRUGTIOu, ORDERING OR = - - - i, FABRIGATI01�1 OF ANY M,4TERI�LLS. _ = __ = == , = - - ___ , 3. GOI�ITRAGTOR SHP.LL BE RESPONSIBLE FOR TEMPORARY SUPPORT OF THE STRUGTURE DURIN6 - GONSTRUGTI ON. 4. IF EXISTING GONDITIONS ARE DISGO�/ERED DURING GONSTRUGTION THAT WILL NOT ALLOW NEW CME Associates Engineering� ASPHALT SHINGLES SEGURED GOh1STRUGTION AGGORDING TO THE GONTRAGT DOGUME�iTS, GONTRAGTOR SHALL NOTIFY ARGHITEGT AND 12 Q�CiP� �+/O WITH 6 FASTENERS PER Et�GINEER IN WRITING P�ND ALLOW SUFFIGIENT TIME TO DEVELOP A SOLUTION. La,I1C� SUPVeylll� c4L � 'p.q� SHINGLE, TYPIGAL 8� ' ATTIG T�`,e _ FOUNDATION Architecture, PLLC , O� s� TWO LAYERS I GE ff WAT�R � formerly CHANDLER,PALMER&KING �\� /6,, SHIELD MEMBRANE TO BE � •5. THE GONTRAGTOR SHALL GOORDINATE ALL FOUKDATION PEI�ETRATIONS PRIOR TO GASTINC� GONGRETE. Gj O IN5T�4LLED 24" UPSLOPE �q 32 Crabtree Lane,Woodstock,CT 06281 �- R38 GEILING BATT INSULATION C FROM EXTERIOR WALL, TYP. ' �'�' �` ' � �- 6. ALL �OOTING EXGAVATIONS SHALL BE TO NATURAL UNDISTURBED SOIL HA�/ING A MINIMUM BEARING 333 East River Drive, East Hartford,CT46108 �� - -� - - - - ��..--�� -� - - - - - - - - - - �1 - - - - - % - - - �'"A- GAPAGITY OF 3000 POUNDS PER SQUARE FDOT. AT FOOTING LOGl�TIONS WHERE UNSUITABLE MATERIAL 2X4 GEI�.ING FRAMI�lC '�' � ' IS ENGOU(�TERED, THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLAGED WITH LEAu GONGRETE Phone 888-291-3227 5U5PENDED FROM GEILING J015T5 ��f-�Q\ �`� \ �X � �-�/� 5/8' EXTERIOR www.cmeen ineerin com � \/�\/ \�� ' PLYWOOD SHEATHING OR GOMPAGTED GRAVEL IN MAXIMUM 12" LIFTS. 9 g' - � , , - �` x - � - �- -'� = -- _ • � �,'�_ 15 LB BUILDING PAPER ' GONGRETE STAMP BOTTOM OP � ,-�� ,`., �-� 2X10 G�ILING J015T5 � I6" O.G. - TYPIG,4L �,� I I/2" GONTINUOUS GEILING RA�TER DBL. 2X8 FRAMING WITH _ �`�� -' ' ` ' ' - - - - - - ."i. GOI�GRETE FOR FOUNDATIONS SHALL BE NORMAL WEIGHT WITH A MINIMUM 28 DAY GOMPRESSIVE -- - � VENTILATION � RI61D I�liSULATION, TYPIGAL -'\ � __ ___ _ STRENGTH OP 3000 PSI AND SHALL BE PLAGED IN AGGORDANGE WITH AGI 318. ; - � _ ALONC� TOP OF EX15TINC� WALL �� PAINTED PROVIDE BLOGKINC-� �� INSULP�TION BAFFLE �- ; � 3/4" PLYWOOD SHELF ff 51MP50N HI GLIP, � 8. f4LL REINFORGIKG STEEL SHALL GONFORM TO ASTM A615 GRADE 60 WITH THE EXGEPTION OP BARS ,f ^ � r' TYPIGAL EAGH RAFTER "� A�LUMINUM DRIP EDGE TOP OF PLAT� WELDED TO STEEL WHIGH SHALL BE ASTM A"f06. ALL WELDED WIRE REI�1FORGING SHALL GONFORM TO r � - — - - , �' - - _ - - - - -� .�- - - - - ��MP�TGH EXISTING) , --- '- NEW I/2" GYPSUM R�QUIR�MENTS OP ,45TM A185 GRADE 60. ' . ' . �, FIELD NAIL SHEATHIN6 A5 �: "' . �I BOARD GEILING V2" GYPSUM BOARD � PER SGHEDULE, TYPIGAL q. ALL REINFORGING SHALL HAVE A MINIMUM GOVER OF 2 INGHES UNLE55 OTHERWISE NOTED. SPLIGE '.�� .� " SEE TYPIGAL NOTES AT ,�� _ �TOP OP WINDOW LENGTHS SHALL BE 44 Bf�R DIAMETERS UNLE55 OTHERWISE NOTED. RIGHT 51DE OF SEGTION �� ,�� DBL. 2X10 HEADER W/ � �°��' � "'�._ � RIGID IKSULATION, TYPIG�tL 8 OVERHANG (MftTGH EXISTING) = 10. HORIZONTAL REINFORGING If� WALLS AND FOOTINGS SHALL BE GONTINUOUS RT GORNERS pND `r; , :. > � IV INTERSEGTIONS. PROVIDE GORNER BARS WITH SIZE AND SPAGING TO MATGH HORIZOhtTAL REINFORGI�IG. �`�`� ' � � o AT NEW WINDOWS SOFFIT W/ GONTINUOUS �., � I VENTILATION STRIP � LAP GORNER BARS 44 BAR DIAMETERS WITH HORIZONTAL REINFORGING. �' ' , � � . .. ........ I (MATGH EXISTIN6) a - � z II. ALL ANGHOR BOLTS A�1D GONGRETE ADHE51VE5 SHALL BE MANUFAGTURED BY THE 51MP50N STRONG-TIE GOMPAKY, AND 5H,4LL BE INSTALLED IN AGGORDANGE WITH THE MANUFAGTURERS WRITTEN - I DBL-HUNG WINDOW WITH p � SPEGIFIGftTIONS. ANGHOR BOLTS, NUTS, ?�ND WA5HER5 SHALL BE HOT-DIP GALVANIZED. EXISTING EXTERIOR � DUAL-PANE LOW E GLASS WALL BEYOND - (MATGH EXISTING) � X HA L f��Y GL05ET NEW BEDROOM � WOOD RESERVED z Q di 12. ALL WOOD PRODUGTS SHftLL GONFORM TO THE L�TEST �.DDITI01�1 OF THE AMERIGArI FOREST AND PAPER � � �SSOGIATION, NATIONAL DESIGN SPEGIFIGATION FOR WOOD GONSTRUGTION. i �. . +� 13. DIMENSIONAL LUMBER SHALL BE VISUALLY GR'ADED SPRUGE PINE FIR #2 OR BETTER, UNLE55 OTHERWISE i � uOTED ON PLAK. MAXIMUM 19% MOISTURE GONTENT INTERIOR TRIM TO MATGH m . EXISTING - TYPIGAL _ � 14. SHEATHI�IG SHALL GONFORM TO THE LATEST ADDITIO�1 O� THE AMERIGAN PLYWOOD A550GIATION DE51GN � � r- SPEGIFIG�4TIDN. ROOF AND WALL SH�ATHING SHALL BE 15/32" EXTERI�R EXP05URE I, 32/16 APA RATED - , , i '� �L SHEATHING. FLOOR SHEATHINC� SHALL BE Iq/32", 24/20 APA RATED SHEATHING. �� ' 15. ALL WOOD IN GONTAGT WITH GO�IGRETE OR EARTH SHALL BE PRESSURE TREATED WITH PRESERVATI�/E. � :Z`. TOP O� SUB �LOOR I�� - - - - - - - - - - - - - - i - — - aTGHEX15TIt�1 ) . M G - - -- ------ _-_ -_ ,._ , ,^��,_ _ _ _,_ _ -. - - - - _ � - � - - - - � 16. ALL WOOD GONNEGTORS SHALL BE MAKUFAGTURED BY TH� 51MPSON STRONG-TIE GOMPA�UY, AND SHALL , '��.J._�X��.�,��XX��J'.�'JV.�� ', DOUBLE 2X10 ABOVE '� BE IN5TALLED IN ?�GGORDANGE WITH THE MAKUF�GTURERS WRITTEN SPEGIFIGP�TIONS. - f�GGESS DOOR OPENING - _� ' -� TOP O� �OUNDATION I�. ALL EXTERIOR WALLS 2X6's G 16" O.G. ;I �; - � l�LL INTERIOR WALLS 2X4's � I6" O.G. PROJECT ,� �� JOIST HANGERS, TYPIGAL L� cJ AT EXISTING GONSTRUGTIOK �/��\ \' , ,. 'I LINE OF EXISTING LINE OF KEI�I POUNDATION �E �/Ef�T THROUGH ROOF , � � �.;�i „ . { � � � , ' �i.,`., a . � �,� ` � � ;� EXISTIK6 GONGRETE FOUNDATION BEYOND WALL BEYOND ROOF �i i �; ,�,�;� _ '�;� ; "i�,/\;, j GRAWL SPAGE FOUNDATION TO REMAIN � Proposed Addition :;� WOOD AGGE55 DOOR 2,�_� . , ��,-�, � '- ' , TO MATGH P�DJAGENT .� > ��: \`j N�W GRAWL SPAGE EXISTING /iGGE55 DOOR � � - - - -�-- -- - � HOWE \ �� ' � �� RESIDENCE ��;�; 3 m I } I � I � ,\/; I I � " '\ � LINE OF GRADE NARIES) ° Fishers Island _ �'"\% '� _ _ °°�` z � v2�� v2�� 2�� a o ' (� ` 8" GONGRETE � o � � LINE OP GRAD� (�/ARIES) New York FOUNDATION WALL W/ / `v� � � ��2 GONTINUOUS FOOTING d >. \��ji\i \`�j p c /\` �\�� '�� +� � 51N1G ,. p, , � � <. . � .� .\� VAPOR BARRI ER AT � • � �/ GRADE - TYPIGAL � , ^� �\\`//�/ / ry � � �� Prepared For . a , \�{�/ � o ID�4 ��.� //\//.�\ L :. / IST FLOOR TOIL�T BATHTUB � ` `�"i�i�� - - - Kenny & Nat Howe � '�.°;� �,�;��\;K' - s�� 2�� : � . . , ,j„� � � � � � �� m i ii2" 3° i ii2�� Post Office Box 325 \ �, ��°`'� \��\� BOTTOM OF POOTING � � . 6 9. ' ,'�— _ _ � E GLE�tN OUT Fishers Island, NY 06390 � � � r � �U I LD I NC S�GTI Ol�l 4" SANITARY - TIE INTO EXISTING SERVIGE A3 SGALE: I/2"=1'-p" 4 5�N I T�i�Y / V'�NT �I i�I N� i�l 5�R D I,�C i��M ___ RE�lsl°NS �43 SGALE: N.T.S. Date Description KRAFT FAGED R19 BA,TT INSULATION - TYPIGAL. _ ALL EXTERIOR WALLS ��ST��I�R SGt��I7UL� �OR STi�UGTUi�,�L M�MB�fi�S I/2" GYPSUM BOARD � FIELD NAIL A5 PER SGHEDULE �� D�SGRIPTION OF BUILDING ELEMENTS NO. AND TYP� OF FAS'f�NER a,b,c,d 5P?�GING OF FA�ST�NERS PRO�/IDE BLOGKING P�T ?` ) BUILT-UP HEADER, THREE PIEGES WITH I/2" SPAGERS 16d I(" o.c. ALONG EA. EDGE ALL PANEL EDC�ES EDGE NAIL A5 PER SGHEDULE 0o n a , � a „ LINE OF GRADE GEILING J015T TO PL,4TE, TOE NAIL 3-8d ' ANGHOR, SEE SGHEDULE ��` GEDAR SHINGLE SIDING - �� TO MATGH EXISTING °G 3/4" T8G HARDWOOD FINISH � °°o ^p,�7 GONTINUOUS HEADER TO STUD, FAGE NAIL 4-Sd - FLOOR (MATGH EXISTING) �� ) 5/8" EXTERIOR �' GEILING JOIST, LAPS OVER PARTIT10�15, FAGE NAIL 3-IOd - SHF,ETTITLE ° PLYWOOD SHEATHING a e . a ' � � \'� ` � \ 15 LB. FELT - TYPIGAL �o ' o°°o o ° i �\ ;i �� / � \ �/ ` � GEILING J015T TO PARALLEL R,gFTERS, FP�GE NAIL 3-IOd CONSTRUCTION � AIR INFILTRATION ., . o / `•,/ \./ \ � � 3/4" T�G PLYWOOD ( ,o� BARRIER 'BLDG WRAP' � . � a o/ / ,/ /% / � RAFT�R TO PL,4TE, U5E STRUGTURAL GONNS, 5EE NOTES ON PLAH d SEGTI01� DOCUMENT SUBFLOOR � �1 \\/ �\ \\\ \ , ) TOP OF SUB �LOOR ° < R O O F R A F T E R S T O R I D G E, �//�L L E Y O R H I P R A F T E R S: ��- � (MATGH EXISTING) _ 8" GONGRETE � 8 a �\ / \�� \ // _ � , TOE NAIL 4-16d FOUNDATION WALL �e�i i � � / K R A F T F A G E D - -y y r I X G O N T I N U O U S D R I P T R I M W/ GO NT I N UO US FOOT I�IG � ° � , %�� / R22 BATT /� X I` �/ '�� (MATGH EXISTING) � /\. ' \ / / � FAGE Nf�IL 3-�6d � - ADDITI4N BUILDING INSULATION - TYP. ��I.D\�LOOR,UOI \5 ; � �ao � a� �� \ � �\\ ,- ~ RAFT R - - ALL FLOORS�� l� Q'G�� G'��- , ' I"XI2 SKIRT BOARD «� 4 BARS GONTINUOUS o ,� p D /�j�� //\� Q E TIES TO RAFTERS, FAGE NAIL 4 16 SECTI�N, DETAILS � � � � v � ✓ �h' (MATGH EXISTING) AT BOTTOM OF WALL oa v /�\ // /\/ z WOOD STRUGTURf�L PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING, AND PARTIGLEBOARD Wf�LL SHEATHING TO FRAMING NOTES, & SCHEDULE TOP O� FOUNDATION 2X4 GONTINUOUS KEY a�d , ��\\ �\\\� � 5P?�GING OF FASTENERS °° NOMINAL MATERI�L THIGKNESS (INJ DESGRIPTION a,b OP PAST�NER � LENGTH (IKJ �' � F � �(APOR BARRIER AT ° ° °` � \/\�� \ � �DGES (li�l.) Ir1TERM�DIATE SUPPORTS (IK.) PROJ.NO. 2014842 DOUBLE 2XC P.T. PLA'�E � � GONTINUOUS PLYWOOD SH�ATHING, F?�STEN �D, /� �� //� m W/ 51LL SEALER - TYPIGAL 9 a��i W/ EDGE N?�ILING PER PLAN � SGHEDULE GRADE - TYPIGAL A � a i�, 4 G � (2) �4 BARS GONTINUOUS f�T TOP OF WALL i � i�� i\\ � � 0.113 NAIL I �/8 I/2"� ANGHOR BOLT � 3'-O° ��`�� °aa ° � / 5/S" STAPLE 15 d 16 GA. I 5/8 6 12 SCALE AS NOTED O.G. MAX., EMBED �" MIN., SEE �0 2" MIN. (At�IGHOR BOLT) /a � //� � , DATE 02/26/2015 S G H E D U L E - U S E G O U P L E R � o = ° � � � / 0.0 9"1 - O.O Q q N A l L I 3/4 3 6 ROD EXTEN510N A5 REQUIRED �4° � 8" GONGRETE FOUNDftTION WALL - TYPIGAL ° � ° � � �, � �, �,� � ., � � °g° ��,Q o D p �;��. / uOTEs: DESIGNED EVELYN COLE SMITH ° °° /�� ' I. ALL N,gILS f1RE SMOOTH - GOMMON, BOX OR D�FORMED SHANKS EXGEPT WHERE OTHERWISE STATED. NAILS USED FOR PRAMING AND SHE�THII�G GONNEGTIONS DRP'WN CLINTON RICHMOND '�� 'D �' (2) �4 BARS GONTINUOUS SHALL HAVE MINIMUM f�VERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80ksi (551 Mpa) FOR SHAi�1K DIAMETER OF O.la2" (20d GOMMON NA�IL), qOksi (620 Mpa) IN FOOTING - TYPIGAL I'-4" FOR SHAUK DIAMETERS LARGER THAt� 0.142" BUT NOT LARGER THAN O.I�"f", AND IOOksi (68q Mpa) FOR SHANK DIAMETERS OP 0.142" OR LESS. CHECKED ECS �� SHEET UNDISTURBED SUBGRADE (OR) 2. STAPLES ARE Ibga. WIRE AND H��/E A MINIMUM '1/I6" INGH ON DIAMETER GROWN WIDTH. GOMPAGTED 3/4"'� GRAVEL 3. �lAILS SHALL BE SPAGED AT NOT MORE THAN 6" ON GENTER AT ALL SUPPORTS WHERE Sf'AT15 ARE 48 INGHES OR GREATER. 2 D�T�I L �T S I LL PL.�T� / �NGHOfi� �OLT 3 DET�I L �T �OU1�D�T1 O�1 �OOTI NC 4. FOUR-�OOT-BY-B-FOOT OR 4-FOOT-BY-q-FOOT PANELS SHALL BE APPLIED VERTIGf�LLY. � A3 SGALE: I°=I°-O�� A3 SG�LE: I��=I�-O° 5. FOR REGIONS HAVING BASIG WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTAGHING WOOD STRUGTURAL PANEL ROO� SHEATHING TO GABLE END WALL � FRAMING SHALL BE SPAGED 6" ON GENTER. WHEN BA51G WIND SPEED IS C�REATER THAN 100 mph, NAILS FOR ATTAGHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SP,4GED 6 INGHES ON GENTER FOR MINIMUM 48-INGH DISTANGE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4" ON GENTER TD GABLE END WALL FRf�MING. 4 OF 4