The URL can be used to link to this page

Home My WebLink About39407-Z ��5��'��t�QG,,� Town of Southold 7/22/2016 � � P.O.Box 1179 `�" � 53095 Main Rd ��gl ��b'�'� Southold,New York 11971 _ � CERTIFICATE OF OCCUPANCY No: 38405 Date: 7/22/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3475 Wunneweta Rd, Cutchogue SCTM#: 473889 SecBlock/Lot: 111.-8-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2014 pursuant to which Building Permit No. 39407 dated 12/8/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry, to an existing one family dwelling as applied for per ZBA#6775, dated 8/21/2014. ' The certificate is issued to North Fork Investors LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0079 6/23/2016 ELECTRICAL CERTIFICATE NO. 39407 5/25/2016 PLUMBERS CERTIFICATION DATED 7/22/2016 North Fork Investors . Autho d Signatur o�guF t,��o TOWN OF SOUTHOLD �,� �,� BUILDING DEPARTMENT � TOWN CLERK'S OFFICE o . � SOUTHOLD, NY y�lp� � ,�,�� ¢i BUILDING PERNiIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS � UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) ' Permit#: 39407 Date: 12/8/2014 Permission is hereby granted to: North Fork Investors LLC 118 Andover Rd Rockville Centre, NY 11570 To: Additions and alterations to an existing single family dwelling as applied for per ZBA and SCHD. At premises located at: 3475 Wunneweta Rd SCTM # 473889 Sec/Block/Lot# 111.-8-17 Pursuant to application dated 12/1/2014 and approved by the Building Inspector. To expire on 6/8/2016. � Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,065.20 CO -ADDITION TO DWELLING $50.00 Total: $1,115.20 Building Inspector QSu�Q��,,� TOWN OF SOUTHOLD ��04 �oL� BUILDING DEPARTIVIENT y � TOWN CLERK'S OFFICE o�, . �,� SOUTHOLD, Nl' �rQ� ��,f� BUILDING PERIVIIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39279 Date: 10/17/2014 Permission is hereby granted to: �lorth Fork Investors LLC 118 Andover Rd Rockville Centre, NY 11570 To: Electric Service � � l � G l��.�- G� � �J� �� 1 At premises located at: 3475 Wunneweta Rd, Cutchogue SCTN9 # 473889 Sec/Block/Lot# 111.-�-17 Pursuant to application dated 10/17/2014 and approved by the Building Inspector. To expire on 4/17/2016. Fees: ELECTRIC $85.00 Total: $85.00 � __ ._� � . / � B ' ing Insp -�-- --- ..._ _ __ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. �'or new building or new use: 1. Final survey of property with accurate location of all buildings,properiy 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 buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. �� New Construction: Old or Pre-existing Building: (check one) Location of Property: �L'I � � � � � �� House No. Street Hamle Owner or Owners of Property:��,�� (�� `��S �,�,� Suffolk County Tax Map No 1000, Section ��` Block Q$ Lot �� Subdivision Filed Map. Lot: Permit No��_` �� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Si atw-e �o��pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 � � � roQer.richert(a�town.southold.ny.us Southold,NY 11971-0959 �' � ��c�UNrl,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: North Fork Investors LLC Address: 3475 Wunneweta Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39407 Section: � 111 Block: 8 Lot. 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residenhal X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation �C 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 49 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors � Main Panel 200A A/C Condenser 2 Smgle Recpt Recessed Fixtures 45 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200A Switches 44 Twist Lock Exit Fixtures TVSS otner Equipment: 4- Exhaust Fans, 1- Hydro Massage Tub, 9-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 25, 2016 z Electncal 81 Compliance Form(2).xls ly��'„�"�e:�,'*:�:�,,�,. ��F s�(f� ��r'� ,�f `� ..�f��h� Yp�`„�� Town HaIt Amiex ,;�pg�,, a��. � ==""'°`� ''�i" 765-1802 �.��,� .� �� ,..., � �..=,;t*°�`��6�'T�Telephonef(631) 54375 Main Road � � �`k � V ��:�.� � �,;�--,j,,,�.�Faxy4631'�'765-95Q2 P.O.Box 1179 , � � ! �t� ��a�m, � `, ;; j - Southold,NY 11971-0959 Q `��'��•,�1- '�,,�„_� . � ��'�'4UN1�`l l��r.t�� 6"'" 4, . :��t, a'. �, �.��,.��. BiJILDINGDEPARTMEN'T ,�'��;';`'s°,� ��f`'��":::;.,� TOWN OF SOUTHOLD °'�'°,;;.>:��.;`�-:"�;,.��;£,,fl,,�^,¢� `,� .r>��, ' CERTIFICATIC!_N Date��Z2�-�� Buildix►g Permit No. . � ,1�� Owaier: ��'��-� �'�--- //`)i/� �' _� ��_ (Please print) � ' � Plumber: Y�91V� ��►�L� , (Please print) � I certify that the solder used in the water supply system contains less than 2/10 of 1% � lead. N�,��,,�w�-�c �Nv�� -�--- � (�x��Signature) /,.� pc�/�-o Sworn to before me this �� ,�_S� � �,,�� dayo£.�. � , 0 �� No Public,��,/1..�.�..f��C:ounty � . � ' : BECHETTE PIERRE MOhIDY -- , - - __ " �Otary Public,State of New York -- __ _ `'� Qual�ed in King County _ - No.01BE6274505 , �VlyCommission Expires 01-07-2017 - f � .v - ^ • - •- --� -�_ � � O��OF SOUT�,o� `..� �� h O G � - , � � � , � • �O ��'Y�OUNi`I,N� � - TOWN OF SOUTHOLD BUILDING DEPT. � 765-1802 � 1 NSPECTION - [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [. ] FIREPLACE �-CHIMNEY [ ] FIRE SAFETY IMlSPECTIOIN [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - °� � _-- DATE � � INSPECTOR � � , � - � �F SOl/r � � y�� yo �`� � ,�o ! 0 � � - � • �o ��'y�OUMV,Oc� � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 P ECT 1 O N [ ] F NDATION 1 ST [ ] ROUGH PLUMBIIdG [ FOUNDATION 2ND [ ] INSULATION� [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFEqIf INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � � DATE �� IN�PECTOR � � / - �- �o�aoF so�lyo� - � #� # . = , . � • �o � �y�OUNi'1,N� TOWN OF SOUTHOd.D BUILDING DEPT. � � 765-1802 - � INSPECTION [ ] F UNDATION- 1 ST [ , ] ROUGH PLUMBING � [ OUNDATIO [ ] INSULATION [ ] FRAMING TRAPPIN [ ] FINAL � [ ] FIREPLA CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � � . . DAT INSPECTOR . + f�� o��Of SO(/r�,ol �� • �o ��y��N� � � - _� - � � TOWN OF SOUTHOLD BUILDING DEPT: 765-1�02 �_ - - - - 1 NSPECT � N � - � [ ] FOUNDATION 1 ST [ ROUGH PLUMBING ' [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTIOM [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [�AULKING REMARKS: .�� R ..� �� _ �_.,� , ��....�- �� / . , DATE �� y '�� INSPECTOR � -�'� � , �O��OE SO�ryolo � , �- ,� ,� _ . � • �o ��'Y�OUNT'1,Nc� � TOWN OF-SOUTHOLD BUILDING DEPT: � � 765-1802 - 1 NSPECTION .. [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL � [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION � [ ] ELECTRICAL (ROUGN) [ ] ELECTRICAL (FINAL) _ [ ] CODE VIOLATION [ ] CAULKING RE RKS: � �G�� _ .� . , � . � DATE � � � INSPECTOR � " - , , - L �O� OF SObr , �� ~�� y�l� , - # # � . � • �o - _ � ��'Y�OUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 � � INSPECTION � � , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATIOIeI [ ] FRAMING /STRAPPING [ FINAL � � � . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION � [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING r REMARKS: � � � , , DATE -��7 �G �� INSPECTOR � 1 �� (�.J. Grub�r f�rchit�ct f�.C. 47G Expresswa� Drive So. Medford, N.5'. 11763 D CC�C�ObC � May 6, 2016 ��Y � 3 2�� iT1L�AING DEFTo �O�i OF S��J'i'�OLD Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Attention: lVIr. lVlike Verity lZe: 3475 Wunnewata Road, Cutchogue Dear Mr. Verity: As Architect for the above referenced proj ect, I made an inspection of the floor j oist that was altered due to the location of toilet drain, and I,hereby, certify that the repair work done to this joist is structurally sound and meets design loads of New York State Building Code. The insulation that was installed during construction is as follows: flat ceiIings have R30 craft insulation. Cathedral ceilings have 2" closed cell spray insulation plus R19 craft for total R=33. Existing concrete block wa11s were furred out and have 3" of closed cell spray insulation equaling � R21. 2 x 6 exterior walls have 2" closed cell spray insulation plus R13 craft equaling R37. Very truly yours, .��. �� ,Go��¢� �o �,�G�� R rt J. Gruber "�-" Architect � ia57� .� rYTF OF �}��`�O�` Tel: G31-654-4949 • fax: 631-G54-2101 E-moil: rjgruberro@aol.com R.J. Grub�r f�rchit�ct f�.C. 476 Expresswo� Drive So. Medford, N.Y. 11763 � o C��C�D�[� � June 22,2416 � J� 2 2 2�16 $tTILDING DEPT. TQWN OF S0�3THOLD Town of Southold Building Department �j�3�� P.O. Box 1179 Southold,NY 11971 - , - Attention: Mr. Mike Verity Re: 3475 Wunnewata Road, Cutchogue Dear Mr.Verity: This is to certify that the existing foundation from the original house is adequate to support the new construction that is indicated on our plans. Very truly yours, , `�,��RED A'RZ*�r. �,�'�'��,�� C''�'(e��A � �� Rob J. Gruber � `Y��' � Arc 'tect ��t� I357'� � ST�TE` OF P1�4`� �o� �, Tel: 631-654-4949 • fax: 631-654-Q 101 - E-mail: rjgruberra@ool.com I{ ! 1 0 ' • " �i ' • 1 1. -- --- ` — -- - — � � - ------- � �> ��I LI!//I L��I I� , a��.�'�I� . � 1 • • � � �'� � .. � �_ �i t� :1��_ _ ., � J 1 �: � � . � • � � �� . �� ' � �� , • � �� _ ..�..�� ', Vi�� _ ;: ,r ,�� !��"��:.��-' — _`_ � ��•'�� . .///� /,_ � ,�� / � /' s,. ! �� 1 / ' i a.a i�� r � � �� / �� i � -� � '� �� f r / � � �/ ��'� � / i•`� � A / �' / _ I_ , / ' � `/ / / �� - a�,i � -_-/ i�:` � _ :/�s .^�. f� 1� � � y _ � �■ �/�� 'r� .�-�-.� ' = � �� • � � r . � �� -- � � __� _ �.�/��''�JJ�%`�r�.�..�.-��,I�.��'�� J,� ��i�� .1� • � ,,. l _ .� �-- - -, _ _� � �. � . � • � �� ' � - � � r • r � � � ., � , , � �'� / .��..�L� ' l�,� ,+ , i � �� ; ,� , i ; - , � �_� =� • ��!l . . - �.- , . � �' !Ii�� - _ — �� S . ..�� . � �L_ _ � _ �� _a� �"' / _ i.Y� // � i / / / �'�ri \ � —` ��7/r - ----_ �I ' �� ,"LLI��rL�w - � .i. �. � __ ' �� \.�+ '-� /� �` � `' ` ^� � � �I � , �_" ��!_� �� ♦ 1 /lL��ias�► _ '�� " "="=�t'�_ _ / � � � /� / � a - .//��" ��!�� 'i i ,` ♦ . � ._�_., � �� 'o� l •'wf �� . �/� ;� ✓- 1 • �,r . i. � - - " � `� i-- - � �� J' . �_ `,�'/ � - '��i i�►.� �!.' � � `J\ .. ��%�C-'l�'l' '.��'..1� - - .I.i`ia...�a�� S` I�'i?1'�� /� .. � �-�,�.- � . _ :�. ,, .. � . - r � - ♦ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING II)EPARTMENT Do you have or need the following,before applying? TOWN HALL Board ofHealth SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� "��— Survey� SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate � � � Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c �� - ' Phone: � � ��Q Expiration ,20 �' - n 1 r��Cy� (� � �' � � � � Building In pector / t4J � APPLICATION FOR BUILDING PERMIT ��n� � � 20�4 I / � Date`��n� �.b , 20� ��FPT INSTRUCTIONS ro��r�i��U� ;o��T;ao�o 1------�-Th'is-application ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be 1<ept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. � I1 •� Signature of appli or name,if a corporation) ,� � �.��°� .�'��a Qd �aX ��, I��`e�,L�. � l ��Z. � �i �'' � " ' (Mailing address of applicant) , . State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �� Name of owner of premises 1�►pC'��^ �o� �!\�f'Q,ST8C5 �� (As on the tax roll or latest deed) If appl' ant is a corpor�, signature of duly authorized officer � a� (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. - Other Trade's License No. l. Location of land on which prop sed w r will be done: �� House Number Street Ham e County Tax Map No. 1000 Section �� Block d� Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other-Work (Description) 4. Estimated Cos ��dOO 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. � � 7. Dimensions of existing+tructures, if any: Front L��v � Rear � �°��Depth� a � Height ZZ Number of Stories � �J � � Dimensions of same structure with alterations or additions: Front �I6 Ir Rear �I �� Depth `L.7. � Height 2� � Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories � 9. Size of lot: Front �� , J�G� Rear �i�� T+ Depth �� °'g 10. Date of Purchase Name of Former Owner 1 l. Zone or use district in which premises are situated � ` � 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO� 13. Will lot be re-graded? YES NO�WiII excess fill be removed from premises?YES NO � 14.Names of Owner of premises1�C��2,t��C�1�Uc�CS A dress�U�e,� �l� I"I��hC�rione No. �7�I� �a�O Name of Architect Address Phone No �8'� 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 pr,by�de"topograp�ical data on survey. �,�� rt' ` �� 18. Are there any covenants and restrictions with respect to this property? * YES NO��-� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) m SS: COUNTY OF Sve�'tol� ) �,�� I being duly sworn,deposes and says that(s)he is the applicant (Name of i ividual signing contract) above named, GOiVNfE D. �UNCf-I �� fVotary P�blic,Sfete-of N�w York (S)He is the _ i�o.03�U6185050 (Contractor,Agent, Corporate Officer, etc.) ua ifie�en u o ounty Commission Expires knril i4.��, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. �w�orn o before me this day of !�_ 20� C��'^�.-P � ��-C� Notary Public Sig ture ofApplicant � FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 25, 2014 TO: North Fork Investors LLC PO Box 294 , Mattituck,NY 11952 Please take notice that your application dated June 16, 2014 For permit to make additions and alterations to an existing sin�le family dwelling at Location of property: 3475 Wunneweta Road, Cutchog;ue, NY County Tax Map No. 1000 - Section 111 Block 8 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations on this conforming 45,428 square-foot parcel, in the R-40 District, are not pernutted pursuant to Article IV, Section 280-18, which states; "No building or premises shall be used and no buildin or part thereof shall be erected or altered in the Low-Densitv R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule with the same force and effect as if such regulations were set forth herein full." Bulk schedule requires a minimum sin le s�'ide vard setback of 15 feet. The proposed construction notes a side vard setback of+/- 12 feet. � /' utho ' ed Sig ure � Note to Applicanto A ehange or deviation to the above refe�enced application may require further review by the S hold Town Building Department. CC: file, Z.B.A. �� BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��o� �oUTyQI� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes �t � Office Location: Gerard P.Goehringer � � Town Annex/First Floor,Capital One Bank ) George Horning �'o � �0 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��'Q�N�,�� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD -- ~�I�-,_-�Te1.(631)765-1809•Fax (631)765-9064 �; --- - , �� L� � `�t , �� - � I _ � _ �� AUG 2 � 2014 ; FINDINGS, �ELIBERATIONS AND DETERMINATION � ETING OF AUGLTST 21,2014 BLUG DEPT T01NPd OF SOUTHOID ZBA FII,E#6775 NAME OF APPLICANT: North Fork lnvestors LLC;. SC;TM#1000-111-8-17 PROPERTY LOCATION: 3475 Wunneweta Road(corner Little Peconic Bay) Cutchogue,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SLTFFOLK COUNTY ADMINISTRATNE CODE: This application was not required to be referred to Suffolk County under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a conforming 1.043 acre parcel located in an R-40 zone. It is improved with a 1 'h story dwelling. The property is an irregularly shaped lot with two front yards. It has 248.56 feet of frontage on Wunneweta Road, 138.05 feet on Little Peconic Bay Road, 225.04 feet on the East side, and 262.70 feet on the North side. As shown on the survey dated June 4, 2013, last revised August 12, 2013 prepared by John T. Metzger, LLS. BASIS OF APPLICATION: Request for Variance from Article N Section 280-18 (Bulk Schedule) and the Building Inspector's June 25, 2014 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; ; 1) less than code required single side yard setback of 15 feet. RELIEF REQUESTED: The applicant requests a variance make additions and alterations that will result in a side yard setback of+/- 12 feet after construction. Code requires a side yard setback of 15 feet. F1NDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 7, 2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: i' Page 2 of 3—August 21,2014 ZBA#6775—North Fork Investors,LLC SCTM#1000-111-8-17 1. Town Law �267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes many of which are two stories. The existing 1 '/z story dwelling has an existing 11.9 foot side yard setback. It is well vegetated with mature trees as is the adjoining properties. The proposed construction will maintain the existing setback. 2. Town Law �267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The e�sting home has a non-conforming set back. The additions and alterations will not increase the non-conformity. Granting of the variance is the only reasonable way - to allow the applicant to make additions and alterations to this existing structure. 3. Town I.aw �267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 20%relief from the code. However,the existing non-conformity will not be increased and one and a half and two story homes are typical in this neighborhood. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5, Town Lavv 5267-b(3)(b)(5). The clifficulty has been self-created. The applicant pt�rchas�d th�p�rcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law �267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second story while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the survey by John T. Metzger L.L.S. dated June 4, 2013 and certified August 12,2013 and Architectural plans by Robert J. Gruber dated June 5, 2014 and labeled 1-5. Any deviation fi•om the survey, site plan and/or architectural drawings cited in this decision will Yesult in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board ofAppeals. Any deviation fi•om the variance(s) granted heYein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or de�nolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any cuNrent or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action The Board reserves the right to substitute a similar design that is de nzinimis in nature foY an alteration that does not increase the degree of nonconformity. . J Page 3 of 3—August 21,2014 ZBA#6775—North Fork Investors,LLC SCTM#1000-111-8-17 Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Goehringer, Dantes. This Resolution was duly adopted(5-0). i � � � Leslie Kanes Weisman Chairperson Approved for filing �� /2014 . a o°��I �` �, -� ��/' ��—�D . �� °d'4 �u u a �a��"`��3 �'7C'�0�)E�.��][��VA�'7C']E]E� �cott A. Russell Q � SUPERVISOR �, - I��/][A\1�A\(GrJEI��/1[]E�7C' �. SOUTHOLD TOWN HALL-P.O.Box 1179 �p ti 53095 Main Road-SOUTI30LD,NEW YOIZK 119T1 '1' � To wn of So u th o l d ,�j�� a" CHAPTER 236 - STOR:MWATER 1VIANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - - - - - -- - --- - - - - - - - - - ---- -- --- - - -- - - -- - -------- ---- -- ----- - - -_ ___ - -- - - ---��lE,� B']E�� l�lE��IEc�77[' �1��7�1LR�]E �' �lF �'d3[]E ]E'�fi,lL��7�1��: � Yes No (CHECK ALL THA7' 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. ' � s o es which exceed 10 feet vertical rise to ' 100 feet 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 f loodplain as depicted , on FIRM Map of any watercourse. . : : � ❑�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 surf aces. _ . _ . _. __ . � If you answered NO to all of the questions above, STOP! Complete the Applicanf section below wifh your Name, Signature, Contact Information, Date & County Tax 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. APPLICAN?. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date DisU ic t NAME. �I � �I>� VC.�� l�� Y � � � � � V �� ro,��i Sect�on Bloc Lot ,�,g�.��,�, -<<:ti-< FOR f�L�ILllI\U DLP:1RT:l�1Lti"r E:;� �)_�Ll` '•:.` Cont�ct Inform�tion. � � I '+ �� V�� i f<I.pb�me Nuinbri - Rev�ewed By- - - - - - - - - - - - - - - - - - - Date- � y � �LI Property Address/ Location of Construct�on Work: — — — — — — — — — — — — — — — — '� Approved for proce��ng Build�ng Perm�t. �� n�� Storniwater Managemenl Control Plan Not Required �9/� �. a � Stormwater Management Control Plan u Required (Forward to Eng�neenng Department for Rev�ew) FORM " SMCP-TOS MAY 2014 - �' {� '�► � ir1 - . , � �� c� � a� 5 � , Of SD(/ � �� I �oy�� ly°!o —�_ i Town Hall A,nnex Telephone(631)765-1802 � 54375 Main Road � ' i , y � (631}765-9 3Q2� P.O.Box i179 . G Q roqer.richert ,�own.soutltoia nv us � Southold,lVY 11971-0959 � � � � � ��y�QU(r1T`t,�� I , BUII..DI�iG DEPARTMENT � . z�owrr oF sov�rHoi.n � APP�.ICATION FC)R ELECTRICAL lNSPECTION � REQUESi"ED BY: ; , Dafe: � �� Compa�y Name: - I . Name: ' � � � '� - . ' � License No . � � Address: - � ' � a � � �, — i � ' Phone No.: � _ - i� JOBSlTE fIVFORMATION: (*Incficates required information) i * �. C� .�,��1�g �- � Name: � /� � ��I?�C'S �..�-(� *Address: � r° � � ��+ � *Cross Streef: �`Phone No.: � Perrnit No.: - Tax�Map District: 900a Sectio : Block:� Lat: � � � *BRIEF DESCRlPTION OF WORK(Please Prin�Cleariy) � _ ( � (Please Circle All That Apply) �� ` *!s job ready€or inspection: YES/ NQ Rough In ' , �� Final o� �'Dv you need a Temp Certifrcate: YES/ NO n� 2 � 0�� Temp Information ed� , �''u�� 6� �J � '�Service Size: 1 P s 3Pha 100 450 20Q" 0 350 , 4Q0 Oth �New Service: e-connect Und roun Number of Meters Chang verhead . ' Addi#ionai lnformation: PAYMENT DUE WITH APPLICATION � � , c I I � � I 82-Request for Inspection Forrn 1 � � U" G �� } �� ; � � � � `"��FFOC� �,o �o �. D �� Town Hall Annex ^ �� Gy 4 �Ye hone(631-1802 54375 Main Road � �c s x(63'I) 734-9502 P. O. Box 1179 N Z � ,uy 2 2 2016 Southold, NY�1971-0959 �y. � 'i o �, �� ----- ��al � ��f �.u�v�� ---- - - -- -- �-�� —_ BUILDING DEPARTMENT NOT'lCE OF IJTILIZATION OF TRUSS TYPE CONSTRUCT90iV PRE-ENGiNEERED WOOD CONSTRUCT(ON AND/OR TIMBER CONSTRUCTION Date: _/� ' � � � � 3� �(�� _ _-�� i�, �.� !� -� � Owner: o� �- �-,�.�es�o�S� - Location of Property: ��2_� - � - Please take notice that the (check applicable line): � New residential structure ° ' Addition to existing residentiai sfrucfitre � , s'-' �q . . `{: Rehabilitation to an existing fesidential structure - ' .k _ . ._=, to be constructed or�erformed at the s.�bject property refer-ence above wiH utilize .- . (check applicable lir�e): ,. � ' . � Truss type construction (TT) ' � Pre-engineered wood construction�(PW) - � � . Timber construction (TC) . - , in the following location(s) (check applicable line): � ' � Floor framing, including girders and beams (F) . � . - Roof fr.aming (R) ' � Floor and r amin � � � -�.� Signature: i Name person su i ing this form): ' a;- ,�.� a,��,�; ; � Capacity(check applicable line): � � � ' � , 1 . Owner � � Owner representative � . TrussResRec?15.dor,x Fffer,tive 1/1/2015 �,•_ �-�}!�,e��p f�'°;°7��.�,�d !�•'��•� �� ..i:'�:..a°�'�a.-�� E,,,^ 1 � � �r .i � �7 g ,�...r, .1��ja j. {'q i.)�'t�A � 5� . � ��`�'#'? yw.��-'Sy r f;':=?�N ��>`� ��i.t.i�..S�id :�,a:..,:-T-•� �r� ;�7�:�ti��s;::DIA(ViETER REFLECTIVE RED ROMAN ALPNAi�lUMERfC - - -PFifvTi7hic- - - - - - -- - - - �-- - - -----�E5iGN7a�i'Pc"7iv-vF Civt�lS7Ri�CTiviv - {P(4hS1 #187 _ _ _ TYPF BASED Ohi SEC710h! 6Q2 OF - - THE BUILr�[NG GODE OF NEW YORK STATE �� '� 2�� - REFLECTtVE. ' WHlTE , . . '�.. . . . • • 4 - _ '(/2" STR�KE ... �.,�. . , ,. ,. � . , � _._._----.__------------ --- •- ' ..�.��sr�H��ori--�oRs[`t�uti•�-triit --- - ---•---�-�-�'-----------------=--=-•----`-'�_�.- -----� � COMPONEM�'S'i'HAT'ARE OF • �• ' � • � ' TRUSS CONSTRUCT(Ot3 :. "F" FLOOR FRAM[NG, fNCLUDING - , GIRDERS:AFtD BEAtVlS �, , � � "R" ROOF FR�lilllihlC �; "FR" ,FLOOR A11[D ROOF FRAfif!!1(�!G � - � � ' - � - • . =R -�-p� {�� -}--� �( 3 l I�tJJ�7 '��1 1�S�Vt�f . = ;. �- �11/�[�,�lCE ifllgtTE-f 19(�'C�PART 1,2�5��i� ,� �-- � : , � - �,�� = � = CODE� d(�tSidN E��V�'LE TRUSS [DENIIFIGATIaN SIG(� DA�E:0�08�2005 3 _ _�---:,., : ---- :-. �` �. :. f� �� Tf-�T� DEPf�.I�T�'��1T` C�� ST��"� � ; :�;=.__ . ; �: , : `�-�.�---� ,-:�. i;� �J►t�[ �(�[r� OF ��QE �[� F��E� ��T � . t.�_�.-��- =� ,_ _ � ; . �..,�r..�_ a4 i� � f—��[�I I [�! [�T F��,�'1 ��t �QEP:cf2Xb(ENT.CI�F,'�(As c: , < � \ (f'''''' w^`�y. .._ '`mz,C� ' , q � �'� o -� l m, ,. /'� �� :�� 1��'?� �� OWNER STREETr "�� l' �� VILLAGE DISTRICT SUB. LOTJf� �, / ,� �. .�� r �,.�o �tf�.}~/�.,�',�fi Cl F=t'��r'7 ,j� , ,, � � �GU�:� GC,�1�� ,;��1;�'��1i�� .��1V s �:S L� �,��'�� .�t�� .�� v�- �� '` ��.�.��`�" �%y��,�`'�``�" ,... ��4��WI�ER �� 4�, N E ACREAGE � �� J � �en' c�.�S��.,�.: �` s,.��`�`�'_ ,'�t �i�C , a S �/ TYPE OF BUILDING / �� ,.-,�°�_+ ��J�� °- �` �` G`�� l z- > �.�.�.� ��'�.�=-.��=x,�.,M.. RES.��J � SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS �U �� ,,...�Q b�t � �,r�,.�� '-��,'�'s��,.�— ��✓ ,} ��y�/f] S �{ '��s.{/ / / _ -79 /f,/� ,/r^�+ /�/)f ��/ l f ( /.�fj 'C!V V °^'� �l! � �d • ��"'" ��f �� S�J �G/��6a if Law 1 /V�/ r�V Cv// �(_'i..L VLJ �/��'�.Cl ��/ is Idt1�A .�\;1 1�1n�V' �,^' t� � t� , � �s{Iyp �S�' �/J — �� C.�`� � a.7 � 1 , i�^""��t �..9 M V vC '!.�7�" (✓� . ��/I' / ! /j L L//l �+�`j f t7 Nl� ��i l... +� 6��G':? °'� . �1 ��` �� a � � �� /�� 0 7 D -L. oZ o ��a- ��e � n,�. �'sTj. � �' s�. �--� � d � � �-:� �. �� ,; �r--� � f��'i f� ,� °� ��13 -'L �Z�`� 3 p�(��:��Se `�'v N ��nV 25`�l5 �'��,�'��f� � �� v �� ,�l�C� u� 1/�f�,��.� AGE BUILDING CONDITION °-:-. NEW NOfZMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD �� Q' �r i.,.�� -- �M �' ' Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 Woodland � Swampland Brushland � - . House Plot �" 1 �� Total � �} ( - .__��'��c 4`;-'c`• � �{ `':,+y.tF�.�.�, �� -" � ' �`$ il;,� " ,c-.-:ti'"' i r 'i' - d _� � � , P�• t �• �h � ;/i� ' { ��l -_.;r�: _� '"" ;, ,."; „-. . . . ;.��i� o� ',+ � i''� ;Y. � b-� • � w�-�_ , <?`-,`7 } •�6 Yt %Y�' t y }: .��^y` `� \i..i',�V.�'- �•�i\.Y~j lii i 'n,n :�L�1'� � • �(,� •ti.;�,,,r�{��t?�(1�`7':'`� :\ �� ` - -l�l �' �7.. �t f�.�l�'-.'.;'"::.? $ , la \-� _'.��,:��"=`1�� .�.+"� � � �'� .}�r� � I ! �..;��v . .�. ' �}��V ' � �•. _L-i. . .. ! �, �� j I %'�y r ��,, �it�,; :;, �.' �, �;_. ,,�. s •',.��'� I I f^�' �,:, �`� ,��:• ��. .�.'?�4' � _ �'r• "+� �a�'.�� , _�+..:.��'.��,i��;r��*i� j I -I /� �'%� P �.'t, -. `* ��_. � . �`�' . _�F� �� • �`'�x r'�; "�tt1r' .r� , ' g � I � . �; �" ��4 ;::�: �^-�:.:�,�,`,, %'z I " ,r�' -. - , �:r..=`�,` '�t- '-.�s ''�rt'. � i n I ,,� ��ry, �y ��,''� ' ,:��,.:,� . '. • � � i � f i ,3 C•,3. .�'"�: af.^°' ,:;.e.'.:��:cr'r _ :�': � . I i o- _ � _ �•:*�l,; . j= � .,._. � �;�'�.,�1;=; �"" ,, � ` . "�" -�; p I ��' � '; �� f. i <<�;;` "�,��:� ,�- � _ ',��-�- ar"�"--�-- / ''".� rw;�' �. '�"'i`=' ;:"`'. �' • ,�d;�=>� " �`� � i � ' � , �:w�.-",i..�'.�:,' " ! i � t. `�;; ' --- -- - , _ s' I ' � � � � � —I ----. ._.----._._. 4�1 ��,1�ti,,�.','r� .,�,C:� � �'^� � .��.�i � � / /r�.�. ��'rf � ! I I � i�'?,• °:1 � "� t �� r�..., � �..d" �il i '`•• ;.a. a ;F''—"r'� p � t.'—�k`.j:: y�,,, � .� ,/ � i i .t f� �_ ry .t Ii � ( _� • I P, �i ' �.___�I I � � � � � I � 1 !� ' .. . T ' " `,{::'st 5=wy�n. ",�-�..'`�. � ~,.:..:. �; „� ..J�.,_. - -�L�L- �+ ��,4`�'w3:.��.�:tlr.�i .rav ^�',.s��.:.:'s' � I i i � `�:£�....�....,.'� < ��'.,:: �.� 'R��^,,,�,^�:,""- ...�y� � � I ��!d'� I � '" '`i� � f � � --� z aC...�a.'S - !P."�..'._"' c '��! i I r� .� i a ��G 1 � I � i� �---c,..�_.e { r' � I �* � '� ' � � — �',�-:'_�t . c "`' - --^ --- - ----�._�, � I I �ta'"�,rr..�r�' �"i, in. I � � i I .. . { � I— � �i f I �i ;�— , �. � i � I � I i � ' �= =�� ---1�— - —i ' " � i I � I ' I I I I I I I i i � -- _� ,�i a;J'P� r� � VI. �d . �� °') Q---�,(' -j—�� ~ l� r�c� �� I �I� � r� i Foundation �. � Bath �� ' — J {��- -�— --I- _xten�on `�o � �' - � � � � �� `�� Basement �� .�.Floors � �r��- :xtension Ext. Walls �..�',� Interior Finish � /� , � � :xtension �� ,..�„ ��,,� � y,�Fire P�lace � ,fi�, � }-I.eat ��/��, ,� � —�`� --- ' 1� r f e-- ;>•'' Porch � Roof T e �c�.� J �_ .a J� � � _ _ YP � i,fs � �_..I�..,� ��r�F.�,t.S-;U � �-�%�.��- �� , f' �I L✓��"' Porcn RoQms 1 st Floor , � 3reezeway � Paiio ° �.�f! ; '�°��{� Rooms 2nd Floor -� °}- `�t`°`l;:.i �-�.- r` r P "` • ;arage Qriveway Dorrner � _ ' 1?. u ;� �� ). B. � t�(� � �l t�� ,t y�};C��1. � �,."� , — — . 1.1� .� -�� V '✓ � - . � ��a �Y � - � _. � ' ", - - _ - - . ,~`'' - . � �� f�.J. Gruber Archit�ct P.C. 476 Expressuuo� Drive So. Medford, N.Y. 11763 December 2,2015 Town of Southold Building Department � - P.O. Box 1179 Southold,NY 11971 - �" - Attention: Mr.Mike Verity Re: 3475 Wunnewata Road,Cutchogue Dear Mr. Verity: My office has made revisions to the original plans that were submitted for permits for the above referenced location. Revisions to the plan were very minimal,basicaliy caused by the loss of some existing foundation walls and a rear fire place. More that 25%of the original dwelling still remains in place. Therefore,these changes should be considered a de minimus revision to the existing approved plans. Very truly yours, Ro J. Gruber Ar 'tect ,- �. - � l�J r ,- �� , ;� �i � , _ I - _ �� 1 - - U DEC $ .2015 �< < _ . _ , . _ . _ �� - � � . � � � ,. � Tel: 631-654-4949 • Fax: 631-654-2101 E-mail: rjgruberro@aoLcom � ��pF 50Ury0lo Town Hall Annex � � Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 G � � soucnoia,NY 11971-0959 ��I�CpUNTY,�� BUILDING-DEPARTMENT TOWN OF SOUTHOLD July 22, 2016 Philip Wells `" P.O. Box 294 Mattituck, New Yok 11952 RE: North Fork Investors LLC, 3475 Wunneweta Road, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. �� Final Survey with Health Department Approval. P�U11'lb@I'S SO�d@t' C@t'tlf Cat@. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. �Town Trustees#�ss-�ss2� Final Planning Board Approval. (P�anning#7s5-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39407-Z additions N AREA=45,428 SC�. �T. or 1.043 ACRES SUR VEY OF PR�PERT Y To TiE uNEs � A T NASSA U POlNT FE.o.5�N. f�_ . C'�� oT 151 262.�o' —� F�E.5 S R. �1 � � TO WN 0�' SO UTHOLD . a i'� _ 0/L E—W. �� r w ,S'UFFOLK CO UNT Y, N. Y. �;� o� 1000-111-08-17 78,�6�ZQ»E . �Hp,1N�1NK FEN�E � r'� �^ SCALE.' Z�=e�O� N 2 � JUNE 4, 2013 Eo�W� ��, o P�p L4T �4� AUGUST 12,2013 (CERTIFICATIONS) o/�• N_s. . \ _ FR. 5H ED ��9 6.8'�•\ m ' MD��W. � s.7� . ` 3'S &� � " METAL � P/� �OT �45 SHED �\3.8' O . \ • \ •� . , � \ PIPE ' FE.COR. 0.3'W. � 0.2'W. 0.3'S. ' 2��. \ � � os+ �1 SR OM�L\ .0'��9� GBRg�4E a �O, � — corvc `= ❑ ,� � _ . . � �L \ - 15.5 33.8 , \ � `��1 �/._ N �n 1�/2 STORY o N V` FO - ,� cF '.�a, A FRAME HOUSE � "='� � � � � � o�, — ts. �.e' m � � � _ ti � 9 � '• ,� � � � �� OT �44 "� � ,;,� p�0 � � ` � ` � coNc. � �! F,ti ; covER O � ' , � F � b CERTIFIED TO: � 9loy - o - NORTH FORK INVESTORS,LLC_ `�- cGti P/� ��T 144 ° N � STEWART TITLE INSURANCE COMPANY \�'�y ; � � " ADVOCATES ABSTRACT,INC. �� ' 0D �'G,� � �. c� ' ,,.,.t-�- �'s 276•5� ,��,v�� • =PIPE • �7z S , `�� ,'e,��'r- ■ =MONUMENT . �� \ pOLE ,�, �.� ,�•• �n � � � ae tk,o-^�s,Etic-:.4;,%f^i.L,� f �n { , LOT NUMBERS REFER TD "AMENDED MAP A OF NASSAU ' .� �"- `��''��'�1 F i +I F' rl� �F 'S` �. r� rY'�5,....�='I T. E POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, - - �'�� 48' � ��-�:e.,�~�� _ lNC" FILED lN THE SUFFOLK COUN TY CLERK'S OFFICE nE LINE �06' Y ROAD <-�, �,��i�� ON AUGUST 16, 1922 AS FILE N0. 156. •36'2�„W ONIC BA ��.as �'ag°1`� �� ANY ALTERAT70N OR ADDl770N TO THIS SURIiEY lS A 1/IOLATION N86'S4'5 " � S78 GRAVEt R°Ao LITTLE pEC F1, � NO. 49618 OF SEC770N 72090F THE NEW YORK STATE EDUCA770N LAIK. O W ECONIC I�E , . . EXCEPT AS PER SECTION 7209—SUBDl1/ISION 2. ALL CEl?TlFICATIONS 31'S7� � (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y lF , P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURI/EYOR � � 1230 TRA I�ELER STREET 13-179 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 f�j LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU AREq�45�428 9Q, FT, pr t,Qq3 ACREg �LL SURVEY OF PROPERTY POINT, OWNED BY NASSAU POINT CLUB PROPERTIE.S, TO T� LMEs � ` �NG � lNC" FILED lN THE SUFFOLK COUNTY CLERK'S OFFICE _ �_ � � �'`$EPnC �50+ A T NASSA U POINT ON AUGUST 16, 1922 AS FILE NO. 156. - - ` o �49�' TO WN OF SO UTHOLD D t`` PRQP�O� S�PflC SY51Eal � � 0 5 N' � ��`� �� S'UFFOLK CO UNT Y, N Y _ � � , � [rj e�Fr:�a x 16 FT. H/QM PRECAST G�OWLiRE)E LEAp/ING R/NC L�T �51 �R �� n62•70� �.coR. ' �` � • • BAG7CRLL MATER/AL [a0i//RS�SAND ANO QRAI�EI (3'GYX.LAR) WA � ` 0.5�S. \ Sc ��1! ././ [1J 1,500 GA(1GW S�PAC TANK. EI �UBLICi O�l. E-W. F N �000—�ll-08 17 pWEt1�N� �TM ;. � SCALE.• 1'30' �\ o,� JUNE 4, 2013 �� N�8•3g�Z�~E CHA�N�NK �CE �• sn OCT. 1, 2014 (PROP. & BOH.INFO) EN� �' c��'� o O �� 45 OCT. 30, 2014 (REVISED SEP71C) y P/ T 1 .� ��o� � � �kD�� 0.4 W NlS, �' . o/�- N py�EUBu� �ypTER ��jy)� EL.37.4 FR. SHED 6.8'\'\ g .�,� P�� {IN is u��a�s�a �e�'e�.��17`�5-@ V.C�� N1on� � ��' ;w��'�r��,��i�o ��3 S. OF►�E�4��Ft��RVI�� •� ! �Np 1oP�p��ERm , C`.E�.35.2 \ �'�PAFt'�M�td� �4�� METAL �t��o�tc�o�ta't'� ��o�a�R��sc�oot� o �OT �45 sHEo ��3.e� o =_ ��t�1�r F��r�ov��- �� P� \ .� �`''�� a�.�R��a�� RAIN RUNOFF CONTAINMENT: �'` �b��'� l�'� � q• \ � ��, �P " o PROPOSED 2 STORY HOUSE P�PE ' FE.COR. DWELLING: 1.185 S Ft. 0.3�W. � 0.2'W. 1.185 x 0.17 x 1 = 201 Cu.Ft. � �,�a�� ° (4 BEDROOI�AS) 0.3 S. ' � Provide 2 DWs. 8'f�l x 3' Deep � �I Connected by Gutters & Leaders x ��t�� Pn. �� '�� i pry,` 1 STRY. U � GARBAGE � . �� = �,, � � e�N � �o� ��t� � °�� w � �9'��'�'Y��3' � �PROPOSED 33.8 C (�j� � TEST HOLE DA TA �,�� - � —� ADDITION �t/7 STORY � � McDONALD GEOSClENCE --��, ` 1 STOR �qME HOUSE � 41 09/13/2014 � — �. ` � � (F.FLR.EL.42.1') {f. EL.32.9 ,�, � � o �,e� O � BROWN SILTY SAND SM � � � p �X WP� 1*1 3• � pp R . �� e.o� (pwti P�Bu� WATER �' v � AG�G�'�' � � � �oP. �F �riaP. �I.ING �� T 144. `� WE 0 °,� `� ,, � s�nc �,� � P/0 � , 9 � )- �� 15�'�') PALE BROWN FlNE ��P � � � �,� O coNc 3 (SEP O tio ,y F 0 �pT E � ,� �o�R � TO MED/UM SAND SP , � S+� � G,y�/ � P� E ppSTING � b ��s �� O 9,Q 9 py lEST HOLE LP. �P71C TO BE �O � � �. � ABANDONED � 'c "�f� �F �'G � ° N 'PCb�`'oj>� v �t`,P yOF EL 329' '� �► �� \�tiF � � ��t��'��g r_V }�, o d ,/p..�._ n� �a�91.s.ilol'-F 3° eq 4,. - � \ � ��. � ��''°5 VtF� t • =PIPE �Y�'ip��a'f ��o��4��:•��d3'��E,�'tt�;��_� e� G��' � 50 �� o �.�, s ■ =MONUME � g ��'=d�'" � ��a,��;��°�,��,.i� � � � �� . ELEVATIONS ARE REFERENCED TO AN ASS 4 �I \ Po� E►~33.2 �� '"�� , �� ;� l AM FAMlLIAR W1TH THE STANDARDS FOR APPROVAL \ oH��' � CL�►-�31'4 �SO' ` � AND CONSTRUC710N OF SUBSURFAC£ SEWAGE DISPOSAL �Q6•� LL _R ' SYSTEMS FOR SINGLE FAMILY RESIDENCES AIVD WILL ABIDE �20 6 �71E L1NE BY THE CONDl710NS SET FOR7H 7HEREIN AND ON THE .36'QO~W ROAD P PERMIT TO CONSTRUCT. , ,. 8 Y • N86'S4 50 W 2 57 GRA�` ROAO �I� BA � ,,� . . . LIC. N0. 49618 ANY ALTERAnON OR ADDl710N TO THIS SURVEY lS A VIOLATION 31,5]' LI '�'1 , �� `� � � I/ � � PECONIC RS P.C. OF SEC710N 72090F THE NEW YORK STA7E EDUCA7)ON LAW. �«�»- � � � EXCEPT AS PER SEC770N 7209—SUBDIYlSION 2. ALL CER71FlCA7)ONS �� l� � �631� 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF CLEL17.5' !� � P.O. BOX 9O9 SAID MAP OR COP/ES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR / ��,��;, D EC — 1 �n14 (� '-. 1230 TRAVELER STREET WHOSE S/GNA7URE APPEARS HEREON. ) ( �� SOUTHOLD, N. Y. 11971 13-179 + , l_� , : ,--—____'l f, � . _� _ _.�__- . __�__--.---_.�J , � __ _ _ . I, -------- - ------ - �'�'-� �9�`0� �I � � �j LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU A�A�45,q,28 �p. FT. � 1.043 AC�iE3� � ��NG , SURVE°Y OF° PROPERT°Y POINT, OWNED BY NASSAU POINT CLUB PROPERI7ES, TO T1E LN�3 � � � ,� �� 5p + INC FILED lN THE SUFFOLK COUNTY CLERK'S OFFICE . , � A SE�n� A T NAS�S'�i U POINT ON AUGUST 16, 1922 AS FILE NO. 156. � �.. �"�g'�� ?°0 WN OF° SO U?°HOLD � — `I o �,0.5'N• �- s- � � =�� _ — — � o� . �'' �. � , SUF°F°OLK C°OUNT Y, N. Y. 5 BEDROA4l �'�a+�a�iu��i��c'o"a°H�sMro,w A��i�.�r�au�) ��T �8�� MIA�R � � 262.7� o s's R� � 9 � 1��111—�8 1'� !r)�.soo c�ccav s�nc nw� ��LLIN� YVIT� P J o/t. E-w. '� � w S'CALE 1'-30' �� o� JUNE 4, 2013 � � �•\ cn OCT. 1, 2014 (PROP. dr BOH.INFO) N78�3��2�~E �p1NUNK � OCT. 30, 2014 (REVISEO SEP71C) l � � AUGUST 3, 2015 (UNDER CONSTRUC710N) EN�,�`' �\• $ W Eu37•4 °n" N's. � �. sHEo s.a��\ � ��8 L�T �45 �1O",w � yy��.I.IN� �R 5.2� �0 3'S' METAL \' � � ��.j PUBu� ��TMaa 3 \ . c�.E�- P/� ��T �45 sHEo .\ 3.� � `No 10�R�th RAIN RUNOFF CONTAINMENT: \ � PIPE ' FE.COR. OWELLING: 1,1�5 Sq. Ft. \ 0•3�W � �•2'W 1,185 x 0.17 x 1 = 201 Cu.Ft. , 0.3'S. ' Provide 2 DWs. �'f�f x 3' Deep � / � � � Connected by Gutters k Leaders ��y \ ' � snd. smv � • 11.9' .; � �s+ r`j, �'�ELEyER 2' OU7 �� 7EL tT� %l ----�_ ' '� �s � lJ ' 1�.1' 27.2' � � TEST HOLE DA Ti4 � McDONALD GEOSC/ENCE �� 09/13/2014 � _ , uNOER coNYs��" p � '�f EL.32.9 BROWN S/LTY SAND SM � ck � � 1�t' . �. , r'1 ,�R O � C � yVA s �' P�Bu � .oG�G`�� ;� r�oRc" ��G ��L�T 144 C+�9"'.Q t'�,� ` C��C 15�+.f� � PALE BROWN f7NE � �j� L�T �� O�o�R �► � TO INEDIUM SAND SP y��y� ~�5+� � Gy� P�/� �� ? �C �9 �IWDONm � O• S �c�`�. '�O � '�(� 7EST HOLE � �, � „� ,y� �G � s -� 17' A�4o��j� � �ct`,P �O� � EL. 329' � � ��3- �i \ y ' �' � �� . ti \�� c� 2�6.5p • =PIPE � .r � �� ■ =MONUMENT •S�e \ � �,�•2� , �� o�1� � ELEVA 170NS ARE REFERENCED TO AN ASSUMED DA TUM. P� �� l AM FAA�!lLIAR W1TH 7HE STANDARDS FOR APPROVAL \ OH�.� 6.�� ,31.4' � � ,� AND CONSTRUC7)ON OF SUBSURFACE SEWAGE DISPOSAL T1E UNE �0 0 SY57EMS FOR SINGLE FAMILY RES/D£NCES AND W1LL ABIDE EL20.6 , �,� RpAD � j BY 7HE CONDl710NS SET FOR7H 1HERElN AND ON 7HE S7�'3� Z ROPD C BAY PERMIT TO CONSTRUCT. � /��•54•5��ry GRA�� p�CONj � C. NO. 4961� ANY ALTERAAON OR ADOl710N TO THIS SL/RVEY lS A VIOLAAON .31.57' 1�+ ` PECONIC SU .C. OF SECADN 72090F 7HE NEW YORK STA7E EDUCAAON LAW. D�� (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC710N 7209—SUBDIVISION 2. ALL CERAFlCATIONS P.O. BOX 909 HEREON ARE VALlD FOR THIS MAP AND COPIES THEREOF ONLY lF CL.EL17.5' � SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET WHOSE SlGNA7iJRE APPEARS HEREON. � SOUTHOLD, N.Y. 11971 13-1 �9 , ; ,. � � � , � o ��OM[� SCDHS REF# R10-14-0079 JU� 2 2 2o,s SURYEY OF PROPERTY LOT NUMBERS REFER r0 "AMENDED MAP A OF NASSAU � �LL POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, �A�45 42� ��1. �T OI. 9.�43 ACRES $UILDING DEPT A T NA�S'SA TJ POI1i�T ON 'AU/GUSTN 6TH 922 F�OLFILE NO.T� �LERK'S OFFICE TO 11E LJNES TOwN OFSOUTHOLD 1 �:, ��N5�'} TO�N OF SOUTH4LD sE SUFFOLK COUNTY, N. Y. SEPTIC SYSTFM Z EL•4g'�� 5 BEDROOM � �,L FE'�'5�N � ,i��—Q8 1� [2] 8 FT. DIA.x 8 FT. HIGH PRECAST CONCRETE LEACHING RING � oN^ � �• c� M � � BACKFILL MATERIAL COURSE SAND AND GRAVEL (3 COLLAR) ��T 151 ,�R � 26�70 FE.COR. \ � � SCAI� I —e�O �� [1] 1,500 GALLON SEP11C TANK. �,� PUBVC WA '' 0/L,E—W.�, r �W� OCT. 1, 20��(PROP. &' BOH.INFO) pWEI.uN� �� j OCT. 30, 2014 (REVISED SEP71C) �`� � AUGUST 3, 2015 (UNDER CONSTRUCTION) • CNA�NUNK fE�CE �\ � JUNE 6, 2016 (FINAL) END,FE' N78��2� E ��•\ o JUNE 15, 2016 (REI/lSIONS) \ _ OI�" N s n��' ��bd�P��'��'�� 6 8,� � c!� � E�.37.k ��O�e��,��A�l1S`d�lL9�`1��4�9��`,'�F90�� " 1 ��",,�o Hm -�\ P�p�O�NG WA.�R Mp j'W. ��d6ti�R��,�4UPi�Y��9��R9�(� \ 0.35 I��4� .� � 3 �� / �IC CL•E�'.35.2 � �i.�o��f t�$�a l ' "Q�T y�1S1-11N ��`3.8� $ WITH P� �,� \ C�0 p,PPORPROPEFtT'�� \ �'Gs��u��a��c�i��a0��w�B�P��a f a ��,�� F�py 9��F��&k80t�0@��U E➢� ��i •\ � 11�' RA/N RUNOFF CONT�9/NMENT ��' ��o��0�"`°�e�P��P�� p7 - � �� L�[��P, PI PIPE � FE.COR. DWELLING: 1,185 Sq. Ft. � 0•3�W \ 0•2'W 1,185 x 0.17 x 1 = 201 Cu.Ft. � ��8��,�D _ i Dw,i 0.3'� Provide 2 DWs. 8'fZj x 3' Deep � �� p o ,B ��_r� � _ � � � Connected by Gutters & Leaders � ��Q f — y�d. S7RY. 1•9� "� _ - CANTELEVER `i 6.3 2' OU7�ro _ � \ � � _ - \ _ - 18.5' � --__- -- TEST HOLE DA TA _ � 26 9 N � � y�' � ' _ _ �2, A� � 1� McDONALD GEOSCIENCE � b� c�`�c _ _ � uN �� 2 STORY HousE °' W L.32 9 9/13/2014 �j► ��;F ! _ I � , 0 33.5' � � E BROWN SlL TY SAND SM � ��` _ � �'� �� O 18.3 � -- � ~� //— R' R PI� � '� , o� ,� CANT. C WA� � � ,,, � , -, .�,� p�gU — 3' AG � � v Q�� VNE�� ii,y� �, PAVERS ��,. p�uJNG � LOT ��F'� B�jC'� � t��`�2>, WP�R 5 P�� `.�\ P/Q C 1g0�i') PALE BROWN F1NE 9�'P �'��/ / � I `� C � � •-1• '`''` � � TO MEDIUM SAND SP 2� /ZS ��/// UNDERGROUND � �� `LP2; ➢ � � � Ly �� PROPANE TANK `LP�� -- m �p. �S �F� � 9� � r � TEST HOLE DATA °A�"�s '� �F ''F � ° N 17' �°,°�.�A��, � �'� \�F� 'EEi "aisJ m �(� � Op ! D O � . ti � • =PIPE � � \�2�E`,� P ANE� 276 50 ■ =MONUMENT �p ��Fo � �� P��=�;�� . � C' E1..33.2 � .� r�� +�. � ELEVA TIONS ARE REFERENCED TO AN ASSUMED DA TUM. �G�P p0� ��' �a �•��'��'�„�,°� \�s ��' .�J�.7 �,o / AM FAM/L/AR W/TH THE STANDARDS FOR APPROVAL SEP71C LOCA710NS � � } �'�' l''�, ,�' � AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL \ �N'S ' CLE�•31'4 ��. �i'i;4�,'•��-_r,`_�:n e�; A B �'�' � 106•48 �`� + ��•�. _ •S _„�,_a , SYSTEMS FOR SINGLE FAMILY RESIDENCES AND W�LL AB1DE EL.20.6� �nE LINE 8r�'QO W '�.�x,�/�� BY THE COND/TIONS SET FORTH THEREIN AND ON 7HE ST 17� 52' —� 57 gO� ��y=s P0� �Y �' �"`�''i C. N0. 49618 PERMIT TO CONSTRUCT. � � � � vEL ROAD �G+ � . f � ANY ALTERATlON OR ADDl770N TO THIS SUR�EY IS A l/IOLATlON �P� 29•6 58. N��SO W GRA p� " , OF SEC770N 72090F THE NEW YORK STATE EDUCATION LAW. LP2 33' 45' °f�'S� � �� G (EC�NIG�''`��9''� l � EXCEPT AS PER SEC710N 7209 SUBDl1/ISION 2. ALL CER77FlCA770NS p N 631 765— r 631 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY lF P.O. BOX 909 CL.EL.17.5' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRA l/ELER,,S�TRE ��_I ryn WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y.:.';1197i �� '_ _' _ _' '" ' ' "' _ '-___ '–_—_ r " " '__'_—_"_' ` _ _'________ AREA=45,428 SQ. FT. or 1.043 ACRES � N TO TIE LINES � - �� SURVEY OF PROPERTY . _ G, �.0.5_��--�� AT NAS`SA U POINT � TOWN OF SOUTI�OLD a LOT 751 262'�� oss \ � � � o�.E-w.�� SUFFOLK COUNTY, N.Y. �• g 1000-111-08 17 � � �� m � SCALE.• 1=30' QO� q�A1NUNK� �1 � N7g,36' E . � b JUNE 4, 2013 ohµ_S. . ;.�. r p�0 LOT �� AUGUST 12,2013(CERTIIrICATTONS) cR.sHEo as s.e•1�\ � O aT � Mo,W. ,` . - . \.35. METAI� � O Ei�QG i�ePt copy fro B/.� \ ' P/� ��r�45 st+m � a.a' o Finai-ev�e��9 � - � �: ZBA F �(�,/ b ent5 \ � PIPE, .�.cors. �ate: / / o�Q l ' o.a'w.\ o.z'w. \ 0.3'S. ' yA'aS. , - `1 stROKauID"`� a' �� BINA�� /] . "'o., J c � ` � fi \ ' ' f� � �ss ue . � ��„ ' � �� 7 t/a STORY p w _ � f a � FRAME HOUSE " � 4n � at9� � �r'• Q 'C�,�� 9 a�'• -, � . . `y '�q,� � � . PIQ LOT 14h . ' �� 3 . (� COVER O � , � yF . a b � ca�tx�n xo: ,� -�oy . . 0 1� ~ NORTHFORKINVESTORS,LLC_ O�,�j- c�2o P� I.Or � � w . STSWART TTfLE IrTSURANCB COMPANY \`�2y� � � ' ADVOCATBS ABSTRACT,INC. ��°. • < r a \"°�, " 27s.so' ��F N�wr • =PIPE • • �8s \ 5��aS.MrT2�� ■=MONUMENT . �• \ Po� , �, �o �� LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU �� • � POINT, OYYNED BYNASSAU PO1NT CLUB PROPERIIES, - \ �'�w�� ' �'�.—�`-;' INC"FILED IN THE SUFFOL.K COUNTY CLERK'S OFh7CE ne uNE �06'k8 Y gOAD � aes� ON AUGUST 16, 1922 AS FILE NO. �ss. Sya'36G�p� ROAo�ITTLE P�C�NIC B �� e o. 4ss�a ANY ALIERATION OR ADD/710N TO IH/S SURVEY/S A VlOLAAON . N863¢'50'"W COIVIC VE ` - OF SEC710N 72090F)NE NEW YORK STA7E EDUCAAON LAW. 31.57' Exc�ar As Pt7r sEcnoN�2os-sueo�ys�aN 2. act cEnn�cnnoNs • (63i) 765-5020 FAX (631) 765-1797 NEAEON ARE l/AL/D FOR TH/S MAP AND COP/fS 7H£REOF ONLY lF ' P.O. BOX 909 . SA/O MAP OR COPIES BEAR THE lSlPRESSEO SEAL OF 7HE SURVEI'OR 1230 7RAVELER STREET WHOSE SIGNA7URE APPEARS H£REON. - _ sourHoco N.r. i�s�� 3-179 GENERALNOTES REFERENCESTANDARDFOROESIGNOFSTRUC7URE CLIMATICBGEOGRAPHICALDESIGNCRITERIA-NYSCOOETNBLER3012(1) HEADERANCHORAGEDETAIL RAFTERTORIDGEDETAII (ir+sr�u.��ia•oncertaa) 1�81Yf�.NC9wYc6e9rctem.GwIMIDFtuITB1f�11AucaaawroM�martW.cave V��v.mmtNorwea�emu�w��r�rN��T� rnwu �— WFp41`FNP.IWL�ClI•PIRMto6eStNLYM EKOrPALTLCMTEMRYJBEIRAL� �C�n� atm�(qIJu�9lel.muXfa�� P . ^�/ b•Mpls�P i.0 DESIGN LOADS ��I � �Y �� ra+�� ' ��WGt�Mlnaov9emlmrnl�BOI�Cr�>wtrltt��¢cvscM1wb.rnrpY nxrcaMxv�oiam menm _ &/�11u.wJ2fe�W�1L� r � •e,CWPd61f�l5lNAT]DVAYlOT � . � ilnR ML exrz�icR WrxGR 9ie9 Nm eNHe[YwBO914W.2 MNPY1 W eaoo P]I TeHbiN Ai]L vAY b mp m w�i�-cwe�� Mxroe avwtwwt - � R� NUlaFMXq� LMlOM9 M.u�c xM TAaI aVLLRIRw1ua31lI�eOM1HAVItL4AwwMMRMI�b�XIGT'G'nP%LnPel MFWo9�W�i'm0 _mtlxx�w L'TNI _ _ ALLM1t*evls..MW.eGMIGLGTmNY11YMNYSNoIOW.foGT� wa�uYU��uxsdiew�iwmmiTe ive��i�mmw�YM��vw�iraG� - iwrxewi�wivam�wd�uor�m�xxrnm,vroa'n�auroww+em ^1°�m^ ' - - - ,m�,�ns ""' _ a w.ur�ax.u�oanua�iaw arsi�net'mtwen�y uacam�aaxtu�e.o • w.ueuQ �tv aem•iwce m�nwax�mm n toarr w�x.�...e�.�xx.wwv� - m��m��m�� _ R4FTERTOWALLDETAIL (i�r�oia•or�cauaa) IL NL KiAROl�ONNL��[fi�AIP�4f1�9o1'�NY�.@�eY�VATWCO1biRKTa1 raoew�Ynl �A _ _ � M.u�ctt.xawi.vtw��eMr!nermlM�a • YG�iDt�Jllatl9nr GPBUNS ��+vY�T�i�e<amn��vr¢ms��rvnt�xv.Vm�tvM+�mel�rawev BIRMIPPLIUTla1 � IYlwB�MLL91m BPaNT2 Rcv.RMmlNv¢ASW. �m RY.TM1E9MAY�1[�1 / TOPRATETOSTA USE 51'PSON•XIOS TIE tmq6 A WLfC dt�ll�YCAnO[6tRPFID NID UaLK� ' - � Yt{0)Cd LOMMON � 1fiWGNu0MR0.RbPOt181Y�c�eAIGPB TW.GORYLTONSP.eOD�FL�oEMV� . ��iewi�il TOPflA'fE315N��5 0. IXXMStlWLLCM.lO�M181YOHCDTMlQfmMIM.COol�110lIP.BPO�M-�oDAhTldIU - - NYJoae0.i �m�� w�venem Table 31 Nailing Scheduie (2007 AF 8 PA)WFCM � ,m, - GIRDER CONNECTION TO �ey�i��ro PIPECOLUMN-nrorow.�e�cxcauwu ��p�� ' STUD TO BAND JOIST TO STUD DETAIL �r�srN1 o I6•oW F.'!-��;%;`s',<tn�,�-.`�'�.."5,';: '..}4tn?3tioorrx.F c��Ti;dz h�eGa+a,�.<3�?��.�:'�'; """"'p'"""� � FLOOR JOIST BRIDGING ,�1' uee ery olher wll Mb N a roH to s�� eow�a.�m,m i•i ea sni i.'wT 'ui ,..,�.,... m ..,a.�•••�•��•1X ��•e prcnde t}a coda-roquu�ed muuwm �uim �.<a.�w� c,=n�s�� G=i�i.w '� ' mnter-ko-r<Mx epacvg tar m�le ee.(r.mw�m� tmi isnl Ie.neuJ9�� n� �R�u�l 4e.i.bku� (ant4)wI uneRa..w. .mvoarew aeuw ew.a.v�m �� •� �"� . USE'S1MP60N°G530 tp��+��—sr��ru�.:,,e<r�.�run,�•;w.w..iw.m+a�as<�,_ +�..,+;�..a»�u NAILINGRE�UIMENTSFORASPHALT IV4'X1a6A�E �,��,�,.,,,� ROOFqSHINGLES �� 1fJO°°1R°°1ONA4'i°'"�• 6ALV GOILSrRAP ��(i..q.�iM iHIE)M RIXC iF].5q1 1RW TKIP O/R06G LGN1 !I?GWe1Ct Blm.cOLN91 aa�W IR YOIXt roa w.��ib) [aeeGila!�.Blf9 1£j15I'LR Ymo M/('7)-IOd GOMMON w.wex.mp...,mn �m �a �a a,mew� �� .�r nw��oe NAILS�EAGH EN� rwme�.nr�uemi[.e.w�mi iur�s.� M1mr.u�s�1 w.w �ui�e,��aM�rM,dims�imT..,ut'wn MD9�� r i�w1 OF57RAP emWma�apu. x�ca aim ��MmN7dW�cM1XAM0uFWe/PiMLN@DmN 'xlsd m � �FI.�R.b19T l/H'PfovldeTlnimi.nlenddlekm�ce BmmeeUvm�bt� 1j wrm KID.I61M�1f6'f.L'A49biXTOfsGIRAIC a efm +SY^_�?e._•_5:.,.. �..�... vr�i��i4oal9MNCi4+�tr _VHH�`rX�4' -'�fka; ��ICwaofVbtMlaYKs/.mAMP�iMWb{ �M �°1°� MHL �� M11E4 �ya � �nVm�mmoMroas�ewmx9.Ma+eMaocr ��IV�.vo �iVim' Irarrbe�oP ecllbd �v R:��R��K '��IM TM�TM'��.AIM�w � F i �swvav _ nalle N ea[h eM �s�� v M�� HI u ' � s� M STUD TO SILL PLATE SLAB DETAIL f�rnu a ia•m+cortai) STUD TO SILL PLATE DETAIL l�*�a�a•a+��) �w�e.,moa«a,n i�u i;m w wwr�c.w"v+.�ror.'ww�w i m .�aaio�n ��ri�Rs,�.nrn iim� sim m�� Mw�vax�uisvru�m�i�cfr�n��n ¢ lrs M aim.snmmdAM� . USE5IN�SOM' Iheovwy oNerrallbleNaronW �•,.a,.-v;r-�1.,.-. :. ao..f.^:.'�h2l+oorS�xrmre ia'«�:,ca�'c�✓+^'�Rr«'P. ..-.;�yy o�ow�K�iN�i�iewas � W w� e�m�i��o� I%E 51MF.�ON' Uae wery ther nall Imle in a ron b I I/4°#O bA6E y provlCe h7a code+�equYed mMM.m " ' ' �txr�a�uan Veiw�.w u uals G518 I I/4'xIB 6A6E proNtle da rnde-requeed minim.m 6ALV COIL �F rnnler-y-eerit epaNy Ior na�le �`o��Pb ee �m twnw.n�ol WnY.mwitrenuosarwsroow.we m e � � 6ALV COILSTRAP Y �rRervta-eenkerepaelriyfrnaile STRAF' ��a•.,i�.e �m z w� �1.T��iwrwMstaxn�ra n i i» sif w/(4}IOG I/1' S W Cf)9G I!3' USE 51MP'AN' NAILS o EALX END NAILS o EAGi EI� 9'x3'LBP�5/H° :i?inm"L�'iSY•�.1Kv'-'.��rVi';:.«� #w.,�lt*oAesn'Amwrv�.".fKnyn.%✓e�Y.'vdr�..hRG;Y:`9R8614 MINi�vorfuimaua R I N IM y �I LONGRETE5LIB /� BEARINbPLATES XH n ib � y �y OF STRAP Ib'O.G OP'iTR4P 16'OL � �H 5/9'DIA F.s..�M.xa�ee.e f�4=�fm�.N �r�aMloau�aAiai�'� a-4k'"� �nnt<3.'Y.¢ALSZt'iCw�u.AimHcA.dP'rY�f`Yc'us^.tiA'.')N{+=.s•t.t-.;�G ttow.mJcawaw�roove 'ytt me � V5E51MP�:AN' � 8'DffPMIN u im t+<nex��n zMamc�mm Y4�m � 3S0'LBPS�/B' ANGHORBOLT5 � xa�0o�enNa�ne�rea % i i wf »� BFFRINb PLATES SPAGm 9'-0'OG ��p�� e.sru�t ww rwn rtst rieue waYd � A � o EKAi 5/8'DIA AS PER 1001 mITION '-"�� °B �'4°�°��° ��Y u��iee b i � m %B'DffP MIN �qNLRETE MINIMR� OP VFGM TA&.E 3Z4 r�v�w.me.�a mm�nmrva �a m w GONGRETE MtLMJM ANGHOR BOL75 Fee9fb'J P91 ��1 TMrG�O�L+�na'manz�ervua M b fm fIo 9uwxx•Meltlrvaen Fc.9F100 PSI— 'SPHGED 9'-0.OL vw.6bnw�a u m 4R�..�n met`�[na u� sN bf MsrlunnaxroertnnNSAe ST3EN6hIAT1H A9PER2001EDIT70N 9TRETkSTHAT]H '�Y RY WL Ato A Vl'GIIteI6t OAYS q, �iro�re�iuomim��r.�ut i � tm.eauN �AYS OF Y�GM TABIE 92i cwam.ms�emii x m w"'°°°" laol..JoeGm�ene��uTreQ�a n�oo. � i i ro - t+s^Y�,^cY:..r.� - va+a.�:;ra-a:,r.•=,��;r-r��•��s:2'�� .�,�a a � SHEAR WALL SEGMENT DETAIL s im im e=wni�^S' 'mm"�^�T°"^��"�`.,,"�'�f�'"n�m""�� # � � A ��'�I�wua�sre�rr CANTILEVEROVERFOUNDATION �MSTALLBIb'OL) CANTILEVEROVER1stFLOOR (umrnt�oie•a.c) cewm.�'�. � µrrvo � � '°t°na'e+e..erawtiavr iiirw:�a �u w� ro ww�crM.Wee��ram..� a+•e�o-n��a�w.w.wu»em � wti Moll�ta! U5E•sIMP�'�ON• IUSE��MF'9o�N'_ . rv+�mrm�u ma� m=�wmueemma�a �IDm e �mm.v..ew�a�m.e+..me: g.�p_g,aq�q,uw��ws�wswoina � a4i ea� I V47Q0 bP6E � InE R-90 BAl"f 6ALV STRAP I• L5E R-38 BATT ��.e.0 o�..oa•6 �•m��a.rs�,.ew m.eo4�.�.,e.�..�.m.+..�.ee�na .� � .,,.wm _1 GW.V STRM Hpy INJJLATION OVB2 011f' w/'r8d COMMON INSUTATION OVER OUT p�4°�a c�.ri...�ms pae�w 1 r✓Sbd GOMMON SIOE AIR M�N' S1DE AIR av��maawrw, er�`�`iunw�v�aiwc""ri��vae � :ea� NAILS IN EAGH USE 51MP"�oN' NAI'S�IN EAGH �.y��N. ENO o Ib'OL �I/4'�O 6P6E END Ib'OL ROOF SHEATHING NOTE�e �*N.a'�+w�+rnw�w-oo�(o.wn.�j� � a,�,..,,�.��,,,e,.,��,e,,,m,pm HVU3 HOLD DOYP! —6ALV 9TfxAP � ' �51tA'F.+oN° luxuxmmxx�M1�ro rY1aTr�o+�s�eal�ooxu��srdietgr 0 WSSTBIbANGNOR60LT WSBdGOMMON II/4x306A6E ieaMm� ��o�owmsrw+r rena w NAILS TO PLOOR.IOIST 6ALV 57R4P W 5-Pd GaMMON _ (owx�Mnncr,�a�. '2°BLOGK NIRRIN6 �'�LOLK FURRIN6 NAILS IN EAGH _____ -,.viuere�oarmaaui a �•••w w�.m am..o..< FOR IN91V TION 3'-0'MAX 2-Hd GOMMON FOR INSULATION Z'-0'MAX QJD a Ib°O.G /uam.u�2mxrwaricn�+n TABLE39A-RAFfERlCEILINGJOISTHEELJOINTCONNECT70N hL1�I5TO51LLPLRIE � REQUIREMEM52avs/ROOFLIVELOAD � _ WALL SHEATHING NOTE M��""�� ' µM DECK DETAILS ��Ta�L��roRs1 � �M viaun�toaw sxu�m 11]'GD%RYWOOD SV�ATHIN6 n , y ron mml�um� E%T9210R wBd NAILS o 6'OG f iee m em�u�o.aro �N`'�iMJ.V aQ F��12'O.G IN T!�FIELD � - ieawm9 _ MOB�N.M.IYACG�Y�ib.QCP LNb /+�auM vrsuw RNLMG � V3'6YP B�INI9UOR Wo _ . •SwlaRIX �� oaltalMi�sbPY��mm1Ab so LOOI�NAIL50'1'OL FLGEGO- TM� �� 10'OL IN 1FIE F16D � _ IM lCP LNI.Y�HtA'bOMM LT e� ��IN%LV V��INtlLT�S�9�WIX �• • FadMtn MM pMµ� av �� RTb°�"n' ' ��WaT�Tv�IX.w�1�Xµ � MEP GOMPLIANGE STATEMENT - �a��J,�k��r ��-•m � - Bldg Dept copy from /� '"��n"s.�'"�^"°�'R'�^'- �'� TABLE R905282 "u m 9hi`'a'^��'� �` ,cl�oepi ents N s.stas�w�.�cnro�.ewrwwuras,t�i.onos — �g�� Final rev�e d �p�p�pp��pt,�gHpyl�p�q - -- VALLEY LINING MATERIAL ZBA F�� ` �i' TO f�51DB1TIAL faDC OP NYS.TE N�SAWllGPL �^�+� �eM �n DBTI G GODE LF NY 5TA9E GV�Pf92a IZ THldl34�TE RJ1t�91N6 — eure+V1 �.J Gw•+1 USE 51t��ON' Date. � / LODE LF M'STAiF.LHAPfHS S TlFU 3].1F�9SLTWLFL u — ' a HW2 XOLD DOY@! LODE GF NY STA'R.LHAPIH�.�MrZJ 4] — — � W 9/B'iREhDm ROD �-- ' L_ JOI9T � IYP.GONt�GTION FOR IYYI _ .��..V W �� tl(�) _ STORY APPLIGATIONS L��yp',bI9T NANbHt ` " L� _„ ieelnS.iTisaC�nlsauWvertomxeESFaarwel�xo�aamm�peclry V-µa�11� �� — �mvom�etmwwrou�oeMimrcxK EFtAJR2T09lfSCRRENVI%LMBOLl9116'OL �,,._ - - �� „� ro WINDOW NOTES � vnw�misae - �m w�emeQux � •�•� '°'�•^�m'�au.""�iao�� THIS PRO.IEGT GOMPLIES WITH THE RESIDENTIAL� - �oa..umxuia GODE OF NY STqTE,T1iE MIEGHANIGAL GODE oF naeeer�+x�a yor:`ane��rnmr�xr .�� ro�`"''ie��x�uu�w�ax�mi' �ros'�'°��°"^^'�'`T"°��"�^ NY STATE,GHAPfER.�12 THROU6H 24,THE 2 57oRY ADDIiION e DORMER ADDI71oN Faft �� M��- PLUMBING GODE OF NY STATE,GHAPTERS 25 » PHILLIP W915 •"•>• "'varr'xew iaRwi.�.�e�e•+iwynrn� cwaaoaw��rc.o� hIROU6H 92.THE ELEG'fRIGAL GODE OF NY Y.�e ws rioreob m• m'.J6 - i, �m�zms�a�vmm anicr�wn w��.aexr.�.m STATE.GHAPTERS 93 hiROWH 42 _ Ob-0SI4 � � """'�� Robert J Grubar - Archltact 4�6 essw DrNe So MedFad,N.Y II163 (63U 654-4949 GOVER F�t{�T I O �Ay.�yTM�� TAB z4A R4 R/ I iN i01�TOP WFCM � WFCM wiuosffm(ua� P e �p�pnl eN��HE4R CONNECiION tto �z0 R O IR MENTS —�CP�c_�RE G TABLE 34B . TABLE 3 11 WAIL SHEATHING ATTACHMENT �Pµa TM� ING 3 sECON�YnND �� ZQ REOUIREMENTS FOR WIND LOADS CUsf SP� (PRESCRIPTNE ALTERNATIVE TO TABLE 34) . - - ' E F E Y F w� MMBFA aF Bo CONMaN NaLS oF ' 10D BO%WJfS(TOENA6IDJ RFAU " sPnci �R H�ctR W FA fWIEPIC.L TO TOP ' i SfUD SPACING f'OR 8�COMIAON SPACING �� p�,��pNNECfIaN � FASi6T YIfE SHFATHING LDCATiON (INCH6 OG NAILS(INCHES ) WINDSPEm(NPH) ' 12 6 14 6 12 16� 8 4 4 u . 10 4 4 110 ixo . 4'EDGE ZONE i6 6 12 6 12 � p��R�PfIVE�NIIS pqE&Sm ON AS5UYPIIONS IN 24 6 12 6 ig TABLE]4 FRAAIE ROOF NIIMBFIt OF BD COYMON _ - ' - , , 2 TPHUtATED CONNECIION RECUIREMENIS ASSUME A SPAGNC SPAN ��'+�N FPLN FNO OF � • 12 6 12 6 12 BUILDING LOGTED M E%POSURE C (INLHFSy (FEEf) 1 1/4'dD GLGE SRUt�A - IMFA10 ZONE 16 6 12 6 12 3�w��G J01515 ARE INSfALLm PPRPLLFI TO - ' RAFfERS.THE SUM OF THE TOQUJLS IN THE RAFIFR PNo 24 8 12 6 12 CERINC JOLST 4LYl EOu^1 OR IXC�THE TPBUTAIED 12 Y 2 � . - NUMBFFt OF NNLS REOUIPEO 19 2 1 �M� 4 10 A1O10 SPLIfiING,NO MORE M^tl 2 lOEWJLS SFIALL YO 3 2 , . ' i:��a� �� 6E INS7AUID IN FACF1 9DE OF A RAFIER OR COIINC �Z �4� Z } ��p��.�oy_JOL4LWHET!FASIE11m 1�A]a4 TOP PUTE OR J . ,m��yy�y q�� "�9UEY7ltIL5 IN FACH SIUE WHQ!FASIENm 10 A Pyfi 70P �� 3 " mPIAIE �e ] 3 . �n B lxE wl 9Mx4 suLL��1��IRLa�mM�K�m ' N2L 9D�C.cLLwx��wns swi ff PWrtflm 12 2 2 - 10� � ,�hy�sp��,m�E��y��a�y�iABLE 3 5A TOP AND BOTTOM PIATE TO �a Z 3 , - D ATFR>� �ONN CTIONC FOR WIND �� Z 3 ts ]{ J 3 LOADS—EXPOSl1RE C 3e � 4 ' _ !2 J 4 � iASIFSf MIfE J8 4 4 WFCM vnrrosv�o�uPn� J SECOND WIND ��o iso TABLE 3 10 110 120 G115f SPEED �Z 2 3 _ NUNBER OF 16U 16 3 3 ROOF SHEAT}iING ATTACHMEM y-��y{��nc �p H�� couuoH r�uis oa�oo so � a . REQUIREMENiS FOR WIND LOADS SPACINC ear wms r[a mro tss st a ♦ E F E F �� TO PIATE CONN(Mj�j ae ] 4 �P 4 S MNf.NAIL SPOL 8 2 2 ]e 4 5 ' SNEA7HINC LOCATION� �T��U55 FOR 8D COAIMON �� Z Z SPACWC(IN OC NFRS QNCHES 0 ) 16• 12 2 7 12 6 1 8 7 7fi 3 7 16 ] -"4 � zo a a 4'PERIMEfER ZONE �6 6 1 fi� 6� 1B 3 4 y4 sI 4 5 792 6 6 6� 6� PB 4 S 24 6� 6� 32 5 8 / ]8 5 8 72 6 12 6 72 °°�'se ��+ � � " � IMERIORZONE 18 6 72 8 72 auwooaMmw aevmmm�Yra 192 8 12 B 12 24 8 8 9 12 �emr ENDWRLL Rf�KE OR RRKE 1RfIS5 6� 6� 4 4 WRH LOOKOIf�BLOCK CPBLE ENOWALL RN(E OH NN(E 1RUSS 6 8 6 B �GROUNU SNOW LOA➢=50 PSF'� WIiHOUT RRI(E OVERHPNG �m� ROOF SPAN(Ff) • r rvolnu 12 24 �e ��4�y y��^��1°°'�'�i�� RAFIER NEp'0 S OF 1fi0 COMMON em��M�v�vneR�vtiro��rmro�i�o� stlµ S��E SP/�LING OR 400 80X NNlS PER HEEL QN) JOIIR CONNEC770N •... roeoneou �e"� 12 6 I1 1] — n+wvwimwa:wv�»,m�e�No.ovutz.imawm�me 312 18 8 15 22 - 192 9 1B 2] 24 11 22 13 - 412 78 6 11 17 192 7 74 20 • 24 9 17 25 _ 12 4 ] 10 �� 512 18 5 9 14 . �p�p�pM�p pM 192 6 1 I 1 fi , _ 4 Im��Fial �� 24 ] 14 20 • ��11 W9��moD tY�0 12 3 5 9 ' I6 4 7 10 ��aR ��¢u ]12 �24 5 10 15 • SP.�1 L9� 12 3 4 6 pppp W{�pp,&2 qq� 9�Z 16 3 5 8 192 3 6 9 24 4 B 11 ,Z,Z ;Z 3 5 � , Bldg Dept coPY fr z, , 6 9 . _ Final revie e ZBa N� Zgq F• # ents VIHERE CE1lINC J01515 NRE NOT PRW1Dm RT TOP PLATE(ie , CATHEpqAL OR VAULlEO CfllINfS)SIMPSON ISIITB INNGEAS � Date: � REOUIRED O Ep.RR TO WDCE OR HIP CONNECIION M � - - I ACCARMNCE WI7H RB0231 IN AOD 10 SIPAPPING RIDGE TENSION STRAP DETAIL N0T TO SCALE �� 46 Hbi/ iff�JOIST �� wosewr �� 11 u � PAGTOR9 1/Y 2 1/] 15 1%5 1 25 1/6 12 �/�0 >>> 2 STORY ADDITION 6 DORl�H2 AODITION FOR PHILLIP WELLS ".. ASNOIID� n� er.Jb m pbO9-14 Robert J Gruber - Archltect 4l6 ezsu DrNe 5o MedFord,N.Y IIlb3 (63U 654-4949 GOVER SH�T�I 2 O a -r RooF CANSTRUGTION ��w� - ROOF GONSTRUGTION . wimwa,s wo�vevr aoon a�cwr�crvw�nvw�r swxs�s " _ _ �3/a•x n-va nl.wRse eonrro wr�cE swe.o enn a r an ws�oe aF ua1 (�J�aiwX Icalwe nB o 9oaao �sw�e.v F�nX r�r-vav��ioTE�OF'w�iL 2.6 GOLLM lt6 m 3T G.G OVEa IS�F6i PAPH+OVHS j•Wx SHEAlWNS PROJ�pE pIp6E S1WJ�f INS _ OrH+I a yT PN+H OVH2�'!Ax SFffAlMO� PFOVIOE WC6E STFAPPIliS wHt]xl0 FOOP RAFfHsS a Ib•OG LA wt�4 5 0.192 2v10 ROOF RnFIFRS o 16 __ _ . - GEILING GONSTRUGTION GEILING GONSTRUGTION � ..�.�.LL..,.��...xore, iz - '_ i'sr�aavaxvaocwniss use�r�An.news-�iocR i� aia6o.c Rw°�sae�nrrirauwno"i� r��l�ttt��Xia9�6� B� __ __ ml6'OG1VR-900ATfINitATION ,vmwO�m��axloa»l __ _ - 13' _ ATfIG 11 OVERMhVbYVIx6l�LLM a�__ Ov8�H41GW/IxbALNi -- - �� Riow�E ow.r) LOVH�m WO FASGIA YV � ATTIG . - " - . u ILE SHIHD FROM P9Y RATEo NM'L SOFFIT YV �E06E�T A M�111 OF 4' Riow.�e aar) -' P9tFORhI�VIM'L SOfFIT W PRFFOW-�N..YMp�� Itl51oE OP Ex1ERI��V4Y.1. - ��RI'�aLUL� U I �� " A MK OF 34'INSIpE ' Ih •�i i YNLI.R905.Z�1J \ ' TO Mfr __________ . i � y L______�_ '._____i____ i � i i_�.__ EASPNGRMFSIWIGNRE � ____�- � � T__________� � TO�RB�fO+Eo -I�-'_— EXTERIaR WALL CANSTRUG710N ExTERIOR V1ALL CANSTRUGTION N"' ' AxaP� w�u PraoPaseO � mren�rw°� p ��EO ��P�' we:Rrvec''wr�.,¢�wnr ' �� mo rut a�Roon m - w 5•wsio�annnor��av p• - enrHr oon w i wFno�uunon eonao S / cox n.rrv s�wmiris rri z.a r atrrm s�nimxs.rn�.a roP . 1 . A RAIE.]W S�1W'o Ib'OL_ON�M qATE,]xp SRfF o 16 OG_ON Z6 W R-19 IN`11LAPON 4 w.re w aa9 rtsiannan SEGOND FLao Go 5T GT oN K SECqND FLOOR CANSTRUGTION � Fiw�F�oaa saeenon er ow�x av�rx Fi3isx rioax xiecnaH er ow+Frz wae I -_ �s _i 9/4'RYW WD SAFLOOR OVE¢14'TJl /4•RYWOO��.BFtmR OVER I4'TJ I � 230 FL�R JOISTS o I6'OG O.�ER�' �� re 39p FLOOF b155 a�b'OL OV82}• ' _______ ________________________ 6NH.W 6W�6�NSAS NCY.ESS4 Y ' i .i I ]b' ____________________________________________ __ . 6NB WBQIC5�N6A5NEGEh44Y � � i ry zxe x.e siu nn w sia• EX7ERIOR WALL GONSTRUGTION l � � oia a+crvonx ea.�s a s�-0•a c � a..oar "'_""—i _'"'"""" , i m on a�c Fiu 3�cau�� w�wzonra.nmi siortG r h 'r' i � _ wcorewere x i we,�o.H.vawnon�eo� _ "+'i�` Ex�snNs Fic�snWs rna.ncE es vazTwu e a�o� H+oPo5Fa co nrrb sHF/uwNS.nJ aw roP �� KITLHEN o1NIN6 RM L ve+ncalY � F'��Y� p R/�TE�•6 sn43 e I6'aL_oN Z�6 � EXISTING EXTERIOR WALL GONSTRUGTION - w.rewn-w irvwunon ` uei Howmnrn�virm sionis rzi va ww s�u�nre w sis• wd9� � �oo �'��K�� IA 51L PNCHGR BOLTS 0 3b' • w i�weq'rra�st�o.�iwir�w�rzd' �^� 'ac w�c coxr�su�s��i. �isnws e�coxc�e�.wc - '––_–_––_–_–__ . " �a _ a�w<wPu a�� - ; � FOUNDATIONGONSTRUGTION m � ' """°"'�'- PLUMBING RISER DIAGR?�M f �`` . • . V W�LL ON FXI.UID SP.L�OOII�N6� taPALiH�POR415 FlLL 'INI'��s •�l H m� ensn�a wxc.�le S.oa .m£" 6•Pam�CaNG FMmn�oN Nor ra x�.LE coNc Frs oN u1bI5T SOIL \ � � % � 3'-O'MW B�OH EFWMIJ �/ �1 W 2'P161D FOAM�NSLL - l �� .� .. . .. . .... ...... :� 3b AROtRm P9xIME182 �.�.fu. ��1. ,�SEGTION "A" ,�SEGTION "B" �:�.�,�.�.P l.J x.,a�..� IB'4 SM1I• 6'�O• Yb' T4 S-b• " 6' 6'4 6' 4�4'f�GO.POST aN 6PLv METFL BASE GM YT INTO ________l I�'�I0.PQF�! 1G �_________ 1�� F_________________i F.w�,rn�ni a�u�ioi i �ovmnu�sroco'row+wmrsrs�s N � r+�aewna+s w wio F-----------------i sa4 ro xrwa.. ' srawwr w.wranon a a � �•xu Pr imsae eonrso �wni�w��s.an�,ws�e � _ _____ • a�i ¢ fRJ�b'S�E4a I I �1 w(a1 sie'oin x s'La�s y �vrwrrsxv azis I �-____, I • q�w,o�ezrsffvsml ' � m16'OGIMOWMBOPAD � � � � FlqppOlMW/GNPAGPI6995YF[!1 _— _ _ ' '_---_ __ ___ � I I I I . a��us'mn,�eo33 e I . �-. ., . - , . ,•,.,. . .� � I I � T . nu Hora ra corvir wix zma urs cccc _ _____ _______ __ e I I I I F • au�.acow rwmrs3z� ° �m �.�.�,o�-- �- - , T --------, � � � � � � 0 16•OL �'� m � �_ I I I I I I I e•Pcr-a�nnoN ; J C----� �------- ------J �----� c�. � � 1W1L Ql 16 xl3 PL � — � � fOOlINSONMbISTmBCYJ PROVI�EHP. WRFD � �� SOIL3b•MNPHOA ___________________________—______� � Y^OKEOEIELTORSWBATHtYeHLKiIPl14 I 'I ��.uaeo�wr�n � I rnuLL 1 swair I � I�nuf si�lras aooM �� I � �o�au�in� � I oursicE m eecx sevnnnre�iHs � � � � ary�.,ro��rP i � �a�nix��inreh�iwx� fl'O�A �� , � � � „��,-„�,�,,., Bld D�pt c��oJpY �� , � , I , �'�� Final ¢'de�l ments I �I � � � i i�iasrrtoorsesEwnvaocw fC^VIe�J�' r I I ppp ewsre�Pc (� / i i / UNEXGAVATED i i �ypq�STPL i i Z B A Fi^ +'� I I L ��,e� Date:, 1 § I I p w e.vaa a x w a 1wn � I on�rvrs�soi� � I u��rw�.�or�ne i.usiio on " �;�x NbMiLVr.pq ennwE¢or+ I EXISTING � .wf.xwm�w��%tOeevs) �;� i�wnvac.�maws Fiu-� i � /UNEXGAVATED I I � nawu I, I � I ; L ewsr row� I � „aicu rius�AF.w umF �;� � � - � � � � ��xa� � � � ��IIMOIHI I I I � I Faw�Ynuon � I � � ' � "�� ' �"�"��''"� LEGEND I I B'�LPL fQ1�AT10H � � �fEILL�EwaUr . � I SPAGED 50 AS NOT TO ^ 16'XI2•PL � IN u5 REHA2�ONELS I ��P�`�+�E OF ' ` I.�I FaonNs aN UlmiSiuRem � � o C ac vexilcpy � � 4(IOZMM7 DIA SPf19�E � � L 9'�O°MK 6ELOH � L__a(]J LOGTIONS ttP I � A5 P92 RR31]� I I �E,o�wno�weEr�a f ___________ I _ I 10' 16'e� B'I 4____ExI5TIN6_______ _ __ __________________ �rFuiaaa� _ ________ x�FarmAnoNwnu – __� ' _________________ , n /UI�XGAVATED �Ina+ ' �• . „ .- ,:.-v : •.. I - __'______ —__ _________________ l�srPam� "�p� �na+3.aoaevax �asnnsFoumnnoxw�u o crn�caEre sw� Yt^tl TYFE n(irPl IS'-0' A SEGTION MARK �I ___ IBb' 93'�• 94` .,PROPOSED FOUNDATI ON PLA�1 � �ST°a`A°°iPHiu'iP v+e�s''�°�Tia"F°R Y.nJ.ft I/4.Ib " " _ euis AS NOTED� or• er..lb m Ob-0SI4 Robert J Gruber - Architect 476 essw Onve 5o MedForA,RY 11763 (63U 654-4949 FOUNDATION PLAN d SEGTIONS 6 OF 5 PLUNBING RISER DIA6RAM ai3-oia ie'o , T4 Td �.�. -_ 6b' ��n weJ �innais oF a3ia ccwaot wtx�i' ' - 30M6 _ STNV�Y�ILLLMiNA1WNfz'A36 ��Y�� P311�P313 NFf PNLS�qlhQVi l5 f8E _ � � R� BOA.O OJER 5'-]' FIf�.Y.CLKIN5F1939 � /�^P6`i NYS 2io9 ' qrt5�l0EOl��1��t9G 335 YffLM � � � _ MEGH. - • sur+�mcTOtaRYwlxwwHtsciCc ` , . , .. . �, wawe y - . e e —RaOM-T,o . uL tr.wc ro caRY wm R3]s _ � b , � § s . %�'_ 'YaTiW1�W___ ______________'___"""'' _""" " _ 16•To1 550 59l15 � _ � _ � I � �E IV3t�W.� � o-' >-- - SMOKE oEIEGTofxS W enireaY eKKdv IW � r�s W Y �� _ § , '� � bill' I .fl YEERnb ROLH ea wt � }� I< d I � 2 M�IOE oF EPc�I5BN3AlE SI.�IN6 �}�K a�� EXISTINb MODIFIm nPEnP�1HElla�WiE�nciwttaF IKITGHEN I/3 6ATH 9 ��R�«�-T�HnLLWnr/ � 'I+ EXI5TIN6 � P s � "i� 3 EVEZYLEV9.OP�VHLINS 'i � _ LIVIN6RM i y,�. �4' ffi9ifinaRaSecoHORooW �' - uam� i�ry m r : I a . c �w�o�m � i ' m.q1 �Etrza I� /'11�4•��NED�� °� �T�I� __ ._______ _.� � � 4 TP�cALFLruBE�.nurnr, _ � ,�FASi at IPi1 4 3 4 AxoPosEo wQ -- �� u�n�v�"E�nua.ir'«��z�oehs� T��u — ` �row�. N6 . . � IQ FAM�RM�O 'GL'__ I � II� W.14H6PHEMRtSPEGS- ' �„ ______ 'l0 4 1^] S IbE51MfA11-ilE^WS]BOR '' '' �� Fl nrv�rwm eau�froa�x e a�a1 r-LnN vlew seai s d;•wT.niK a�rr� .i� Q ' w.iuns vex t+Fre sfecs ��w�s� II3 � 0 5 4 EXISTING - B PROP05ED � - PROVIDE%'HI6N I� DININ6 RM orFice Y1 ��ne�s��Ta i LAYOVER ROOF DETAIL y � � Y2! ALLOW PASS46E OF Y � ry ec.nvrvw 9 � 9-]' 4' 9'C O 4Y10]fit-1J DI0.SPHFRE � � � AS PHt RR312.] p S S%W� a� s• R4 6' �. —_—_ _�T�- fnsm� � easmmz �YfcHbOln� ._" a n�zz�oxx `ro--wa-�w----'----'------------' p �naa ava `� exlSnNfi�o ( ,c.� YGnON 3a oneZCR y PORGH § snw �m�,¢�� VYLL ttPE 11(IIPI �-0EKi_oa_�� 5iiason�'(�c'qwSiU�� 6' • I5-9' IB4• HEADER SGHEWLE a1 nn�sL Foa woov Fwumxe 3'q' Sa' S'd' 9'4' NAVEAMIMMIMIbGPB50P5J - IB'4 33-q' ��u. � (]1]+H M TO 4'-O' ��j. (y 2<lo ab•Ta bb fll�13 6'-O'TO Bb' PROPOSED �IRST FLOOR PLAN `°�'��"""�``"'"`°""' �\ �asnr�Fu�,r ama nr�n.i�z xi Fr .H��Au"s�igs��wr orv um oF SCNF�V!•.Ib• PROPOSEO FIRST ROOH PFEh.45H 54 FT il�FCLLOWIN6�RPWIN65 WLL 5R9a5ED2 TI�SLI�I.l2 IBb' y.•;• 9'-0' T-0' {'-T b'I' Ih9' 'hT ;- --------------p--- ------------------- ��. " Bldg Dept copy from ZBA a - � �� a ; } b. .. . . a, 4�;..� -- - ---------------------------�--------------------------------------------- nAlFii vie nts v a 'Pa� ,�'`" ❑ .� �. - Date: e# e�me f �� y IT-0• �P 4' d' I C4' 9'4 6 a � � zdo cs'ennx�oo i% N op - PROP � PROPoSED . fi � BA BEDRooM 3 '�i � GL � Q Id b a � � f� �-� a O �� p LEGEND � i�O,SEDI /� i f-0�� miv�iw%�x p I��mc� lo �O . TEft`. 9 Ieeorsoot�tYsv� grcvx�.a'�rs'r..amr�s m L=_Jn �50 �1 R x 3v xieN waurs � • ,� :In �I � r�consiwicnoH Q _ II�IFVB'1�L__ ___ � ___ I'J4'%A-l2'Lf�GE _ � _ I �� _ ' _'_ _—___ _ � exisnnsca�xiwicnan '� PROPOSED �isnnscaNsiwicnon �q -� �� aPEN 5oO � gEDROOM�2' (roeer+saovev/ N ' / Ii� TO � � Q � �i SIWKNR/�LI�B9x 9� i � $ J i FOYER y �O�N - � (Z 2[4 OR�6 WOO�P05T 6 eaoV1 � ��a,�v�' I� �`� � � $ L �9 �T'�y' 's L� �,��,o.A„a� M1+� �ci I§ " � `4�� P'P05ED o �" �I `� , I O ia•ou BED OOM�I � �� tir �\ � �� \ 6' -0 4' IO'-0' 4' b" .y* .0'-0• ye �-if'-- SECTIONIMRK ].'tH RA� � �� ][ (Jl i IU2 ° � _ _ � EAIPL5i FAN-5O LFM HIN. _ R b'S - --- Tsxp��t - - ��"�� i . i i «.e A.... i .� rvue . ]'%to' � o � filY%W i ` _ ____'__ _______' �:� ,.•••..• ••. ______________}�'__ ____"I .; � i iF amn _, O5p SMoKEOEiEcioR � . . ' `� • i �_________________________________ � ? � •_ ________ ____________ ______________________� O GARBOt1 MONO%IOE�ETEGTOR A y FOIM LOPD FROH PB7JE Y5' Y3' S'd' 9'9' S-Y D'-p• M' 6'-9' 6'-9' /� Ie�a' m4C ITL' 7 STORY AOGIiION 8 DORM�R ADDITION FOft PHILLIP V�LLS ��j. � u�rE w no � . �ASNOTED � ' wwxat.l6 m Ob-0S�4 PROP05ED SEGOND FLOOR PLAN f�' �� Robert J Gruber - Architect �� — PPWOS�SEGOtro ROOf3 PFE/r I)19 50.Fi ' 476 Ex essw OAve S Medford,NY If163 (631)654-4949 x�E��q,�,�� ' PROPOSED FIRST d SECaND FLOOR PLAN �-o�e , _._ . ■ == ==_ _r � - - - _s ..;. ' ' - ::,�:s., �=::::s::,� s� : :. ' . . �.:.::.:::., � ... _� _ -�I-3 ...:'s:::::�: �=== � „i:`:L•: � ��T�S:.. ��.... ...;�5.�:V:.':. - •�..?:',r 1':�. _ — .:'..:.�:.:4:.L:�L'S:5:..��.�,__' r—u..o. ii��ii ••i �' — :�i��:i�u.u.. �: — ��i�i.i i i_=�� s..i�i�ii�uv �1 ��iiiiiiiii� u�n �u�u�. =� 'r�iiii��ii�iuii�iiinimi�iu�iiii_=" ��••• ••••• •��•�'�•,i�i��• ��ii�ioii�i�iu�i�ii�_� ��.ii�ii�ii��ii�ii�i��i��i��i��i��i�niu��ii__,� ��ii'i'��i��i�1�v n n�u�5 iS ' ' _ _ i'�jii .-_==_ � u��i��i�n'�u�n��n�u�n�u�u�u�n��_--�� L"�. �..1'i __ :':i�i..i'.'�i.�i�_=r_�P.i: '�■i•�• _n■.i:i_�" - - - :�■i�i i::i:'��"�'��'u�i:__- - i�ii�■i�i��u�ui•� .u.u.■==-n�u� ;;�.B_ �� 1�•=�ni��i=��=,ii= ��1�,��• u�u��i i�ii�= �� _ �� ;�� \.� � "T+r�„`,� ` � � �t��ch��k ��t�are !�`e�� .�� Com � �ar�c� �ertifi�ate , � Project Phillip Wells Addition � . Energy Code: 209.0 New York Ec�ergy Conservatuon �ocation: Saaf�o9k Coueaty, f�ew York � Construction Type: Sengle-f�i�ily � Project Type: Ac9dlition , Climate Zone: ' 4 (5750 I-@��) Permit Date: � Permit Number:, ' �� , Construction�.5ite: Owner/Agent: Designer/Contractor: 3475 Wunneweta Phillip Wells Robert Gruber ; - Cutchogue,.NY 11935 North Fork Investors Robert J.Gruber-Architect P.O. Box 294 476 Expressway Drive So. � Mattituck, NY 11952 Medford,�NY 11763 - 774-286-1020 631-654-4949 . rlgruberra@aol.com m 4 0�� .c- m ;°, > `_� Y� �`''`"° ; Compliance: 15.9%Better Than Code Maximum UA. 289 Your UA: 243 . The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. , Envelope Assemblies . � . . � e o D � � _ � Wall 1: Wood Frame, 16" o.c. 1,647 19.0 0.0 0.060 78 Window 1:Wood Frame�Double Pane with Low-E 302 0.300 91 Door 1: Glass 40 0.300 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned 5pace 468 30.0 0.0 0.028 13 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 80 30.0 0.0 0.033 3 � Ceiling 1: Flat Ceiling or Scissor Truss 1,046 30.0 0.0 0.035 37 1 - Ceiling 2:Cathedral Ceiling 170 19.0 0.0 0.052 9 1 � Compliance State�nent: The proposed building design described here is consistent with the building plans, specifications, and othgr calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to co ply with the mandatory requirements listed in � the REScheck Inspection Checklist. � ��`��d� Name=Title Signature � � ` Date , , \�,��FtED A�C��F� ' �c� � �e �R �',� , Project Notes: � � �� Proposed 2 Story Residence ' � � � � 'sY`- � �' _ ��57� z`�' Project Title: Phillip Wells Addition qTF OF t��`�� Port date: 10/30/14 Data filename: Z:\OLD FS1\RES COM CHECK\REScheck�OB#13-078_l.rck P,age 1 of 1 _'�,+ . ' . 'i , P� . �� ,� �� , � . �� - . o �� ce- ,� �:: � l�bove-Grac9e 91Vall 19sov Be9ovnr-Gr�de �l/al6 0.00 Floor �0.0� � � Ce�li�g / Fto�f 3o.0v �uctv�ork (uncora�Git6onecl sp��es): ��. � �' , >.� �Ilic�c�ow 0.30 Door ' 0a30 �6 6 6 6� @ 0 $"� Heating Systeon: Coolo'ng Systeon: 1N�ter Heater: •-� �u ,,, :� IVame: Date: CoanQnents il � GENERAL NOTES: REFERENCE STANDARD FOR DESIGN OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA - NYS CODE TABLE R301.2(1) HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTP�LL � ib�� ON GENTER ) I. P�LL MP�TERIALS, A55EMBL�S, GON5TRUGTIOh1 f1ND EQUIPMENT 5H,4LL GONPORM TO THE RE5IDENTIP�L GODE II AMERIGAN POREST AND PAPER A55oGIATION (r�F d PA) 2001 EDITION GROUND I WIND SEISMIG SUBJEGT TO DAMAGE PROM I� WINTER IGE SHIELD OP NEW YORK STATE, 2010 �DITION. WOOD FRAME GONSTRIJGTION MANUAL FOR ON� AND TWD �AMILY DWELLINGS. SNOW DE51GN Pi205T LINE DE516N NDERLAY- PLOOD AIR BEbM �4ND R DG NOTE: �—BEAM AND 2. WORKMANSHIP SHALL GONFIRM TO GENERALLY AGGEPT�D GOOD PRAGTIGE IN THE P�PPLIG?�SLE TRADES. R301.4 DEAD I,t�AD. THE AGTUAL WEIGHTS O� Mfti'TERIALS AND LOAD SPEED e (mph) GATEGORY g Nl�ATFfERING a DEPTH b T�RMIT� c 17EGAY d TE�"�P. P �M�UNT�D HAZARDS h F��ZI�I, STRAP —� s+� 16" MIN. USE "SIMf'SON" G520 GOIL STRAP �..� „ 5TRAP 3. ALL DIMENSIONS SHF�LL BE GHEGKED IN PIELD SY GONTRP�GTOR PRIOR TO ORDERING MATERIALS OR DESIGN LOADS: GONSTRUGTION SHALL 8E USED FOR DETERMINING DEAD LoAD MODERA'i� SLIGHT TO � EAGH RAFTER I6" O.G. 5EE I6 MIN. GOMM�NGING GONSTRUGTION FI�LD VERI�IED DIMENSIONS SHALL TP�KE PREGEDENGE OV�R 5G�LING, NOTIFY WITH GON5IDER,�qT�ON FOR TFfE DEAD LOAD OF FI:CED SERVIGE Zp P.5.F. 120 M.P.H. G SEVERE 8'-O" II REQUIRED N/A 5�I9 0 ' REQUIREMENOS GONNEGTION TO HEAVY MODEf2P�TE ��'• �,[�. o ' PLOOR EQUIPMENT, r'� �` ARGHITEGT OP GONPLIGTS. a. WEATHERIN6 M/kY REQUIRE A HI6HER STREN6TH GONGRETF OR 6RADE OF MASONRY THAN MEGESSARY TO SATISFY THE STRUGTlJRAL �0 ° 4. ALL GONGRETE SHALL BE MINIMUM Fc= 3,000 PSI 5T'RENGTH AT 2b DP�Y TEST. LIVE LOAD q.p �b, ��•5 �-�� pAD. THE MINIMUM UNIFORMLY DISTRIE�UTED LIVE � ' �b LOAD SHP�LL B- REQUIREFIENTS OF THIS GODE.THE WEATHERIN6 GOLUF4N SHALL BE PILLED IN WITH THE WEATHERIN6 INDEX(I.e. "NE6LI61BLE"OR � e � DEAD LOAD 10 Ib. � A5 PROVIPED (N TABLE R301.5. SEVERE")FOR GONGRETE AS DETERMINED FROM TkE V�f�THERINb PR4BABIUTY MAP[FI6URE R301.2(3)j.THE 6RADE Of'MASONRY a° 0 0 0 0 0 00 (NOTE ALL EXTERIOR GONGf�TE 5TEP5 P�ND GA4�G� 5LA85 SHAL� BE MINIMUM Fc= 3,500 PSI STRENGTH AT 2b DAY TOTAL LOAD e TABLE R301.4 UNITS SHALL BE DETERMINED PROM ASTM G 34,G 55,G62,G 13,G 90,G 12q,G 216 OR G 652. o0 00 �a pa TEST� � �b� MIMI��UM UNIPORMLY D15TRIBUTED LI�/E LOADS b• 'THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTIN65 TNAN INDIGATED IN FI6URE R403.1(U.TNE JURISDIGTION 5HALL PILL IN TNE LSTA21 0 � RIDGE NOTE� ° ^° 5. aLL POOTINGS SHALL B�AR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING GAPf�GITY OP 3,00o L.B. PER � ROOF (IN POUNDS PER 5GtUARE FOOT) �R05T LIhIE DEPTH GOLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH 6RADE. LSTA21 0 0 � AT GATHEDfzAL GEILING US� a S.F. c. THE JURISDIGTION SHALL FILL IN Ti-115 PART OP THE TA9LE WITN "VERY HEAVY TO NEAVY TO MODERATE,"OR "NONE TO 5LI6HT" IN o � 6 "SIMP50N" LS5U210 HaNG�R � ° 6. ALL PLUMBING SHP�LL BE IN AGGORDANG� WITH N.Y.S. AND LOGAL GODES. GROUND SNOW LOAD 45 Ib. U5E LIVE LOAD AGGORDANGE WITH FI6URE R301.2(b)DEPENDIN6 ON WEAT}iER THERE HAS BEEN A HI5TORY OF LOGAL DftMA6E. a EAGH RA�TER I6" O.G. 5EE DEAD LOAD 10 Ib. EXTERIOF�gqLGONIES 60 TABLE bA FOR GONNEGTION "1. ELEG'TRIGAL SH�LL SE IN AGGORDANGE WITH N.E.S. AND GERTIPIED BY N.Y.S. BOAf?D OF FIRE UNDERYVRI'T�f25. WIND LOA1� 10 Ib. DEGKS e, � d. T}fE JURISDIGTION SHALL FILL IN 1}IIS PP�RT OP THE TASI..E WITH "MODERATE TO SERVER TO MODERATE "NONE TO 5LI6HT" IN 6. P�LL LUMSER SHALL HE DOUGLAS/�IR No. 2 OR BETT�R, MIN. Pb=8�5 P.5.1. UNLE55 OTF+�RWISE NOTED. PASSENG�R VEHIGLES GARAGES a r�,p Q AGGORDA�NGE WITH FIGURE R301.2('i)DEPENDIN6 oN WEATHER TI-IERE HAS B�N A HISTORY OF LOGAL DAMA6E. REQU�REMENTS S�ISMIG ATTIGS WITHOUT STORAGE b 10 �• �-�ISDIGTION SHALL FILL IN THIS PART OP THE TABL�WITH THE WIND SPEED FROM TNE 9ASIG WIND SFEED MAP[FI6U1�E � Q. P.LL STRUGTURf�L H�ADERS TO BE (2) 2"xb UNLE55 OTHERWISE NOTED. GATEGORY "G" (EXEMPT ATTIGS VYITH UMITED STORAGE gh 20 R301.2(4)].WIND EXPOSURE GATEGORY 5HALL BE DETERMINED ON A SITE-SPEUFIG BA515 IN AGGOP.DANGE YVITH SEGTION R3012.1.4. �� ' BASED ON RESIDENTIAL f200M5 Q P. REfER TO TABLE NI101.2,"WINTER DE516N DRY-BULB TEMFERATURE°GOL.UMN. ° RAFTER TO WALL DETAIL ( INST�LL � I6 ON GENT�R ) 10. ALL FRP�MING SHIkLL BE DOUBLED UNDER PARTITIONS, POSTS �LND AROUND ALL OPENINGS. YHER THAN SLEEPING RooMs 4p _ GODE OF "NEW YORK STATE" 5LEEPING }¢pOMS 30 g, 7}{�„J�JRISDIGTION SHALL FILL IN TNIS PART OF THE TABLE WITH THE�15MIG DE516N GATEGORY DETERMINED FROM SEGTION R301.2.2.1. o I�. ,4LL HVAG �QUI}'MENT SHALL ME�T REQUIREMENTS OP THE N.Y.S. ENERGY GONSERVATION GONSTRUGTION ��GTION R301.2.2 (SEISMIG STAIRS � � h. T}+E JURISDIGTION SH�L.L FILL IN THIS PART OF TNE TABI..�WITH(a)THE DATE OF THE JURISDIGTIONS ENTRY INTO TNE NATIONAL GODE REQUII?�MENTS. PROVISIONS) GUARDRAILS AND HaNDRAILS d �p� � FLOOD INSURANGE PROGRAM(DATE OF ADOPTION OF TFI�FIRST GODE OR ORDINANGE FOR MANA6EMENT OF PLOOD HAZARD GUARDRA�ILS IN-FILL GOMPONENTS t 50 I �.-�'�-� 12. HABITABLE SPAGE MUST MEET �GRE55 REGtNIREMENTS P�R N.Y.S. GODE SEGTION R310.I.1 MIN. 5 5.P. OPENING FIRE ESGAi� � AREAS),(b)THE DATE(5J OF TF+E GURRENTLY EFT'fGTIVE F1RM AND FSFM, OTNER FLOOD HAZftiRD MAP ADOPTF.D 8Y THE GOMMUNITY 51NGLE STRfi�P APPLIGATION ON PIRST FLOOR WITH 20" MIN. WIDTH HND 24 MIN. HEIGHT, 5.7 S.P. ON THE 2nd FLOOR, AND HAVE A 51LL � A5 MAY BE AhteNnED. o HEIGHT NOT MORE THAN 44 INGH�S ?�SOVE �INI9HED FLOOR. �riNb n spoo-pourro Lon�nr�tm ov�+x a A,ELEVATED 6ARAbE FLOORS SHALL SE GAPABLE OF SUPf' I. SEE FIGURE R301.2(5)POR 6ROUND SNOW LOADS, MULTIF"LE5 MAY BE USED) �O-SQUARE-INGH AREH. TO P TO STUD 13. WINDOWS AND DOORS SHALL BE WE,4THER 5'TRIf'PED P�ND GAULKED. s•n�nu�s ro arnc sr,aces r�riNs rF+e►xEaui�r�r+rs iN�crioN Rao2.aL Forz coriv�rioru�ceiuNs.ioisrs Ariv �° USE "51MPSON" H105 TIE SEGTION RbC12.10.7 FOR TRU55E5.ATTIGS WIT4i0U7 STORA6P;ARE THOSE V'lHERE THE MAXIMUM GLEAR HEIbHT BETV�EN �o 0 14. US� SAFETY GLA55 ON ALL WINDOWS IN TUB OR SHOWER ENGL05Uf�5 WITFi 51LL HEIGHT LE55 THAN 60� JOIST AND R1�FTER IB LE55 THAN 4� INGHES,OR WHERE T11Ef�ARE NOT TYVO OR MORE ADJAGENT TRU55E5 WITH THE SAME U5� "Sih iF'SON" o ° W/(S) 8d GOMMON ASO�/E FINISH PLOOR AS PER NEW YORK STATE RE5IDENTIf�L GODE SEGTION R-308 b R-308.4(a). ��TioN caP��oF coNrAiNiN�n�crnr��4� iNc�s Hi�BY 2�r wi�,oR 6REq7ER,LpGpTEp ' LBPS �/F�" BEARING o�°�� NAILS � E�GH R�'tFTER� WIT}iIN T}fE PLANE OF T}fE TRUSS.FOR ATTIG5 WIT}�OVT STOP,q6E,THIS LIVE LOAD NEED NOT EE A55UF1ED TO AGT �:�y PLATES �T EAGH o0o TOP PLAT�S �STUDS 15. GLP�ZING SHt�LL GONFORM TO NEW YORK STAT� RE5IDENTIAL GODE SEGTION R-3o8 3 R-3o8.4(I. THRU II.). ��NTi-r wirH Ar�o�uve�oAv rz�auir�r�rrrs, = ANGHOF= BOLT. ° 0 G.INDIVIDUHI.STAIR TREAD�' SHPJ.L 6E pE516NE1�FOR THE UNI�p�LY DI5lRIBUI'ED LIVE LOAD OR A 300 PdJND ' °o° GONGENTRATED LOP.D AG71N6 OVER AN AREA OF 4 5GrJA12�INGFIES,WHIC.HEVER PRODUGES THE 6REATER 5?!�='�=�E=. :.� o°° D.A 51N5LE GONGENTRATED LOAD APPLIED IN AMf DIREGTIOIJ pT ANY POINT ALON6 THE TOP. • .t;} . E.��T�o"�°��F°R DE�"s"n"�°To E"'��°�,�.5. G I RD E R C O N N EGT I O N TO �8�,� � �i4°x24° MIN. :�A:; F°.6UARD IN-FILL GOMPONENTS(ALL THOSE EXGEPT THE HANDkp,�U,BALU5TEFt5 ANp PANEL FILLERS SNf�.LL BE DESIbNED TO WITH9TAND A HORIZONTALLY APPLIED NORMAL LOfvD OF 54 pp�lp9 ON AN AREA EQUAL To I 5CaUARE FOOT.THI5 LOAD P i P E C O L U M N (NSTALL � EAGH GOLUMN) ::,�;;, Table 3.� P�ai{ing Schedule ( 2001 AF & � N�p NOT BE ASSVMED TO AGT GONGURRENTLY WITH ANY 07}}�LIVE LOAD REOUIREMENT. � 51��T� �SA�� . rt�. 6.APPLIES TO ATTIG SPAGES NOT MEETIN6 THE REQUIREMENTg FOR STORA6E PEft FOOTNOTE B.5�SEGTION R$02.42 FOR ' GONVENTION,4L GEILINb J015T5 AND 5EGTION R802.10.6 FC,+�TW55E5.FOR ATTIGS WITH LIMITtD STORA�f AND !, '' STUD TO BAND JOIST TO STUD DETAIL (INSTALL � ib° o.c.) � Numbet of Numbe�of GON57R11GTED WITH TW155E5,7HI5 LIVE LOAD NEED ONLY S�APP4IED TO T}ipSE POftTIpNS OF THE B07TOM G1iORD OF � loint Description Common N2ils Box Nai15 Nai)Spacing NOT LE55 7HAN TYJO P,DJAGENT??1�5 WITN TNE SAME Y�GpNF16URATION GON7AININ6 A REGrANbLE 42 INGHES ._ — - (1067 MM)HI6H OR 6REATER BY 2 FEET(610 MFU WIDE OR a,�q7� LOGATED WITNIN T}fE FLANE OF THE TRU55.THE F1 �� .;, .... ��.-: .�-,. :,.. ,�- -. .. . ......:..:: .. .•:; �ia.. - . FIORD AND THE BOTTOM OF ANY OTHER TRU55 MEMBER � ..� , �zr;.'.�.q:.;;- .„,:,r.,. �;.. -_.._•,..,, „ •,ar;y z.,,rr::i„; ;t REGTA 6 FIT BETN�EN THE TOP OF THE BOTTO G -- ,r. ..s.t,, ,�..^C;;:s� '",'i�a :i. - ."'� ,.4" :;y:.- t:',;, ,5.; k, .:;s`.��'� i - A i' DED T F O I 6 GRITERIA IS MET �NGs PROVI TN EAGH O TF+E F LLOW N �• OF FRAh r,�', � �tl� �,- , .��:�� t�'i��:.,.?..:,,. �'ei'��,:'.: �;'x,?;,,.. - .tY; �r.'.).. ::t..,7, . - 'zC'. ,i ' - I .�,�. �;�`� �. FLOOR JO ST BRIDGING �z�;. _ - - - -- GUT . ATTI REA 15 ACGE551 LE BY A PULL-DOWN STA I THE G A B I P�IED Nb NG N Y OR FRA OPENI IN AGGORDA E WITH 5EGTi0 hWA —. — Use e ver other nall hole In a ro w to ..'.'Rafter toLTo/�'Fla',..•.;:�;, :......:.. ..:.:..,.,.;. ,:. �_,,,,,, .�,. � . ,.,,_.. ,:. . .,, r... . ,.,,...... ..,, . : .�:�...,., �:-.� ., , ,.�,.:.. p te (Toe-nailed) (see Table 3.4A) (See Table 3.4A} per raftet 8o't.l;ANv Ceilin Joist to To Plate Toe-nailed (see Table 3,4A) . (see'�able 3.4A) pet joist �•T��5 E�IALL HAVES BOTTOM GHORD PITGH LE55 h{qN Z,��, LENGTH y 8 i� � � H A�fIG SPAGES SERVED BY A FIXED STAIR SHALL BE DE516��p TO 5UPPORT TNE MININNM LIVE LOAD SPEUFIF�FOR provi e e co e-rec�vired minimum Ceiling Joist to Parallel Rafter (Fac�-nailed) (see Table 3.9A) (see Table 3.9A) each lap S;�PINS RooMe. I6" �eiling Joist Laps Over Panitions (Face-nailed) (see Tab1e 3.9A) (see Table 3.9A) each lap I. 5LAZIN6 USED IN HANDt2AIL A55Eh1BL1E5 AFID 6VARD5�..^HP��E�16NED WITH A 5Af'ETl'FAGTOft OF 4.TFIE 5AFETY , MiN. eenter-to-eenter spaeing for nai Is Collar Tie to Rafrer Face-nailed (see 7'a�ile 3.5A see Table 3.6A per tit FACTOR SFIALL BE APPLIED 7o EAGH OF lNE CONGENTRPlTS "'"�'• . :� -b LpADS APPLIED TO TNE TOP OF T}+E RAIL,AND TO T}}E ( ) ) � ) LOAD ON THE iN-FILL GOMPONENTS.1HESE LOAD5 SHALL BF_DETERMINED INDEF'ENDENT OF ONE ANOTHEf2,AND LOADS Blocking io Rafter(Toe-nailed) � 2-8d 2-1 Od ' each end AttE A55UMEv NO7 To oGeuR WITH AM'orHE2 LIVE Wdw. w,�Boa�a�ox�ne<<Ena-��s�ea� - � NTS FOR AS HALT U5E "51MP50 520 ,.. ,. ,...., Ra...< ...: ,.,. :4., '} ; eac 2 1 bd 3 16d h en NAILING REQUIME � N G -:s. x..�, ,r>�. ;i .5�•� a';;`.ti-' '..tr.o,'k,�' � u ;s= :`t:. 'i;:.,. „};;;,?r GLEAR ::�. °;:,,: ':3� t� . , ;,,...: . :. , ,.;. :'i:��=,. Gr� �WALL FRAMt2V ., ,-r:,..• ,.,,;;, _.t;r�.': A;e ¢�c`. n ,� , I I 4 � x24 G G ,,. ...�� / A E ...,; . � ,,,,,,, ,,,,,,�,. .. {l'r,:..:r�..- .;� , ...,;�..,�,Y'�-',,: . :'� f?r:-,:��:;,.. - - --- - - - -- ROOF SHINGLES WFGM WOOD GIRDEfZ ON A 4 xb xl/4 SPAN Top Flate to Top Plate (Eace-nailed) 2-]bd' �2-16d' per foot STEEL SEARING PLfiTE ON A Top Plates at Intersections (Face-nailed) d-16d S-16d joints-each side SASED ON "RE5IDENTIAL GODE OF NEW YORk� STATE" TAC�LE 3.6A RIDC�E TENSION STRAP T/1�E 3./v RIDC�E GONPJ. 3 I/2" DIAMETER 5TEEL GOLUMN �7��-v. GOIL STR?�P Stud to Stud (Face-tiailed) 2-16d 2-IGd 24"o.c. SEGTIDN - R905 (f?EQUIRMENT POR ROOF GO�RING) eoNN�erioN �ui��rs REQ�T�S FGR WIND Header to Headcr(Face-nailed) 16d 16d 16"o.c.along edges - W� (��-I OCI GOMMON - N�hILS � E�GH END �4LT SHINGLES FASTEST Mfl..E FASTEST MILE FZaC�5.2S PASTENERS. PASTENERS POR ASPH "SIMPSON" TYPIGIkL wir�s�n (r�-t) wn�n (r�-i) OF 5TR,4�' Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA} (see Table 3.SA) per smd SHALL BE GALV/�NIZED STEEL, STAINLE55 ST��L, ALUMINUM o �I NG INSTALLP.TION I6" OR GOPPER 1200FING NAILS, MINIMUM 12 GAG� [0.105 114 I�O Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16d'•� 2-16d'� pei fbot INGH(2.67 mm)] 5HANK WITH P� MINIMUM 3/8-INCH (Q.5 mm) �� R a= gp �LOOR J015T M�N' 7/8° Provide mfnimum end distance king (Face-nailed) DI�METER HEAD, ASTM F I66'l, OF r4 LENGTH rp Q��y�7RA7E ROOF �„��L5 M� �,�.��yr,� �Eq INTALL GR055 BRIDGE MIN. 8'-O" , , «g, _ y THROUGH THE RODFING MATERIP�LS AND A MIfJIMUM OF 3/4 �� 'AN EI� GP I I/4"x2o EM 4F i I/4"x2o O.G. ' � EQUC�� number of s ecffled 6,:. �C e�rj:.;� - .:�.� :i'"r - �i;k'.µil:{-'f,4:" �'2S; �� . - ;n'' �_j`.. �� .t. y:i' i�.>`.�v. , _��:. a. 'i::r L t ".;t; . S%•'' 'i:': �-: ,. ,;,��,,,:;,: I� _,., P r k�J>U OR FRAMIlVG• ;-� I Gf1 �,�,� , .�::,....::.. , :,_ ,�r;-, :s��,, ,�> s �,. 6 I ,�>" ,.�e /yK� TRAP R.� �__ 6 STRhI' ;,::... .:....:... .,.,,,, ,.,:.�.., ,;, ,, ;.,. ...�,:,::s,; `-�, . ,..:. .. � :,. ,.,,:,.,�.>.,.��,..., ,.::, .., . •..:r:,.,.:..�.,:: ;r;.:._...:.,:..............::....�.>,,,�,,.,,. , ,. , .- . ...� •,.�:�.��.,. ., ...,,. ;. . :s51e-,.,::.,,,.,, , INGH (la.l mm) INTO THE RODF SHEATHING WH�tzE THE RDOP � u��sa yJoist to Sill,7'op Plate or Girder (Toe-nailed) 4-8d 4-IOd 'per�oist SHEATHING 05 LE55 TH1�tN 3/4 INGH (19.1 mm) 7HIGK, THE nai ls in eaeh end Bridging to Ioist (Toe-nailed) 2-$d 2-1 Od each end FASTENERS SH/�LL P�NETRATE THROUGH THE ,�HEATHING. �z 2 2 ��/v 2�} ��f� � BlockingioJoist(Toe-nailed) 2-$d 2-lOd eachend PASTENERS 5H/�LL GOMPLY WITH ASTM F 166^�, IZp 3 q 29 3� STUD TO SILL PLATE SLAB DETAIL ( INSTP�L� � 16" ON G�NT�R ) $locking to Sill or Top Plate(Toe-nailed) . 3-16d 4-16d each block Rq05.2.6 AITAGHMENT� ASPHALT SHINGLES SF{ALL HAV� 3:�2 ?s} 3 s} 353 qs}� @ _ _ STU D TO S I LL PLATE DETAI L ( INSTALL � �6'� ON GENT�R ) Ledger Strip io Beam(Face-nailed} 3-16d 4-16d tach joist 7HE MINIMUM NUMSER OF PASTENERS REQUIRE� 28 A 5 A�2 522 Joisi on Ledger to Beam(Toe-nailed) 3-8d 3-1 Od per joist MANUFAGTURER. POR NORM?�L l�PF'LIGATION, b BY THE � � 5 q7� 597 . /�SPHP�LT USE "51 MP50N" Band Joist to Joist{End-nailed) 3-16d 4-16d per joist SHIhGLES SHALL $E SEGURED TO THE ROOP Y�ITH NOT LE55 36 5 /� 529 67� 5TEEL GIRD�R ON !� 3/8" 5TEEL �52� BandJoisttoSillorTopPlate(Toe-nailed) , 2-]6d� 3-)6d petfooi THAN POUR FAST�NERS PER STRIPS SHINGLE r�R TWO MOUNTING PLATE w/(4) I/2" �� . USG: every other nall hole in Q t"OW t0 . ._.. ... . , . .. _ .. ._..... :. . ._�., _ . .> ,.. ...:. . .....:„..�::....,,:,..,r,..�,,,..:�,:,:-,,,.::::: . ..,�„-::,K�..:;� �2 2 2 I�s la3 M $ � �� USE 51MPSON y,� .,...,",�.t.,..•„,. ::...h,:.�.rt.., FASTENERS PER INDIVIDU,4L SNINGLE. WHER� pp Dla �TER OLTS ON �4 _ I/2 . USe ever other nail hole 111 CI t'O I I/4 x20 G.�GE : • • rovide 0- e UI �,, a,. ..��„� �,r :;�,,:� ,}. ,„.^w ,�,. �,�,:. ;�.. ;+., .,te:it:t:.�k, .f. „�, � YHE R F 6 2 2 �93 ?11� W t0 z the GOGI r red minimum _ ,t ,,� � y b X� _ . �;k. �� c;•{,, p .:��oC,�s �r �,��r�k• G. ii' .,.�.. �,C, ,.:r.a. ...t.'�� `'r`,.•�<'` �... :� +".f�: 'si`r.�• .u� +:t `•�. — .�v r��:,5'=�r�,,<.` ,-; .:,: ,.',,:, , -.,: :• a..:. :,., . .�.�, �.t:=`�;i','�:'.^,:;.�y i:-.��;.,.• . .�,.,�*:.. ,,...,• ' ;*.. � : .+-F-... �i':;,.�:.:�.,;� . -,_i.��.:'::;.:.',"e.:`,i�•r.. ' � ;;a. ,i.:: .� , n __ 11 � ' . .:,,,... , ...... . . .. _ ,.,. .<.....: :..:.::. � "` ""'�"°` �"''" SLOPE EXGEEDS 20 UNITS VERTIGAL IN 12 UNIYS w 2 3 �2 3a� DIP�ME'TER 5'T�EL GOLUMN G518 I I/4 x18 G?�GE ; rovide the code-re vired minimum G�4L�/. GOIL -� • center-to-center s acin for nails Swctural Panels 8d lOd (see 7'able 3.10) HORIZONTAL (20:12), SPEGIAL METHODS Or P�STENING ARE �}:�Z �} •3 3 290 366 p q' r 'I p g Diagonal Board Sheathing REQUIRED. 2g 3 q 338 q2� G�LV. GOI L 5TR?�P z : center-to-center spacinc, �or nails STR�hP • USE "SIMPSON" 1"x6"orl"x8" 2-Sd 2-lOd persuppoR �XGEPTION: /�SPH?�LT STRIP SHINGL�S 5fi,qLL HP�VE A '� �1 �1 '�7 �88 w/ (4)-IOd I/2�� • w/ (�1)-8d (/2�� I"x10"orwider 3-8d 3-lOd persupport MINIMUM OP SIX FASTENERS PER SHINGL� y�HERE TFfE 36 A 5 A35 5A9 'll � _ ' , �"� ��X3�� LBPS 5/S�� ,. . . . ,_ . .,.: , , „ :.. .... .. .. ... .,. ,.,.. . . :,.. . .....,,....:. - �,.y ;,,,:;..,�:;�;., .;e,,.., �GORIES: i � '-- .. . .. ........ ... . ,,.., . . . ,_,� . ,. __... ,�.....�r. a -�. m�:rx,,;��.t,�-..;.'_;.:.,,,,�<,.,•.,..:,no.., _,, r, � - ,:.� Fi I � 5 � E�4G � D I ,, ,, , ,� {,, ,,, , , ,:, ,,,,, �, ROOF IS IN ONE OF TH� FOLLOWING GA `� GONG N� L5 � E,hGH END ,�., , :,,,, .,�,,,.;,. �� - RCTE 5L?�B „ B�?�RING PL,4TE5 _ 5,:- 'X'" .P. i�� s:jt., - .:I' :��i. i.n�� r�' .� .:,,.� . .,.�. _..�.: i. :lr.Y::'�i.a � a:� :.J• - .. '. r',�� M ..�. .Yi..�. :l�a st � ' /+� ", r . '.,�,.el,,,.,.n.. �C'.: �..... .... .... .� �u. ...� �'��+ - �. ,. nr,wc sx�+ .t .��.,"�.: 2 � �a I� i, C' 'Y}-r^,f ',.wf d L'� - � r rt.� a's 1 �� - �. i 1 ��-•%°�� ,y. �.p,� 't.n' � I ;y: :;�. THE BA51G WIND SPEED PER PIGURE R�01.2(4) 15 I10 OF STRF�P I6 D.G. O� STR,�P 16 O.G. _ _ 4a, �A �� 2 2 �52 �9Z �, � � � � ��GH 5/8" DIf4. Gypsum Wallboud Sd coolers Sd coolers 7"edge/10"fiel MILES PER HOUR (177 km/h) OR G T�R AND TF+E - � , � _ w -�., ,,.�.� EAVE 15 20 PEET (6096 mm) OR HIGF#�R ABOV� �4 2 2 �9Q 239 � ' , US� "51MP50N�� ' ,'�- X 8° D�EP MIN , ,�,.,. r_ •X� :,,:; ,.,�.. :aeN.. r;�-, ..d.�%�' • j� I I-' .�:'. ;3'f':Y'�' ..�� 2 �y�/ .1•.-:.:':1%��r 1,� Y� ��' e I� ?,�. `�i"': .Y-7 Yt 2 - 3 28 5: 2 28� ;,�"'�%' 2 - I n � ,____ . , .,,..: ��,: „E;. n <''ri.i.,�. ?i�:? y:f�.. i"':�'.t ..r, -�d.>.... Ri4D ?11 . -- i �. �*�c"�. �� G E. � t -� ,k '.i, �" -�:r,.,... �;_:,,.., _ - T:SFiE�'I'HItVG'. ,•S. i {' �':1' �7II('�Li ,y 3 �,. '.1.' !�H ��f - � r-1 � `; 3 3 � 3�s - 3 x3 .��'S 5/8 -; ,4NGHOR BOLTS see Table 3.11 2. TH� BA51G WIND SPEED PER PIGURE R?30L2(4) 15 � _ i 1 stru�tunl Panc�s 8d loa ( ) �A�R. 32 3 q 3o's 383 BEAR!I�C-+ PL�4T�5 =��-- � SP�G�D 3'-O" O.G. Fiberboard Panels 120 MILES PER HOUR (Iq3 km/h) OR G 36 3 q 3q� �43� I 7/16" 6d' - 3"edge/6"field 8. SPEGI/�L WIND ZONES F'ER PIGURE R3q�,2(4). � ��t�' ' ��8° D��. � � � A5 PEF� 200I �DITIC�1�1 GONGRETE MINIMUM x �" �`'��' MIN GONGRETE MINIMUM � � OF WFGM T,�BLE 3.2� 25/32" Rd' - 3"edge/6"field �:q05 2.'1.1 IGE PROI'EGTION. IN AREAS WHERE THE AVERAGE �Z � 2 �03 �30 DAI�Y 'fEMPERATURE IN JANUP�RY IS 25�F (-�(.!�8G) pR I( Z 2 �38 I73 , `� Gypsum�Vallboard Sd coolers Sd ccwlers ' 7"edge/10"field 20 2 2 ��2 2�6 � t�r��'�-"''.�. ��--TS Fe=3 ODO P51 LESSOR WHEN T�4BLE R301.2(I) GRITEf�IA 50 kaE51GNATES, �:�2 y} 2 3 2d7 260 "51MP50N" TYPIGAL LGG5.25-3.5 �G= 3,000 PS� t , „ ' Hardboard 8d Sd (see Table 3.11) ftN IGE BARRIER THAT GON515T5 OF A LE,457 TWO LAYERS 5P,4G�.� 3 -� O.G. STRENGTH ?�T 28 ParticleboardPanels Sd Sd (seemanufacturer) 28 2 3 ?11� 303 INST/�LLATION GONNEGTING i� 3 STRENGTH P�T 28 DI-rYS. OP UNDERLAYMENt GEMENTED TOGETHER OR pp p� � 3 3 27(0 3q(o PLY L�/L f�ND A 3 I/2" DI/�ME'T�R �5 PE� 2001 �DITION SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL 36 3 A 3�0 389 STEEL GOLUMN D?.YS Q}= jN�;N1 T�rBLE 3.2f� Uiagonal Board Sheathing BE USED IN LIEU OF NORMAL UNDERLAYMENT 1"x6"or i"x8" 2-8d 2-10d per support +qND EXTEND ` '` p�s�P FROM THE EAV�'S EDGE TO A POINT AT L�AaT 24 INGHES I2 I I 97 I22 ......, .. . :.,,.: .:. ...........:�..�-:. ,, „ ,. f610 mm) IN51DE THE EXTERIOfZ WALL LINE OP TNE BUILDING. 1"x10"or v,��der 3-8d 3-IOd port �H Z �. (30 �62 „: .,„,.�, �,,,: r., _ :R.:�; :.�: �:;,:�. ;4;: Zo Z 2 i�z � SHEAR WALL SEGMENT DETAIL �+ Y, ',�S't' - .X .'iA:+. ��f' - '��'::r:�.,t+,...�... .�[5...::rv .:;..�� i�-:•a.r.. :�.� ��:5 �.,s;...�tl- ...- :��i,d �.,,/. :.,� �� s, .�..�.. , . .a , ,. ,.�. , , : . .. .�. � . .. it'SHEA'T' G��.';�a,:: ...... ...:.:`;;'.:. :-�Y:r.:�.:; ,. s x ..,..�w...,.,.�....,,.,..�r•�I,fjU I�IN ....... ,. ..:.: .., .,.�.,z.,�Ir,,,r,.:,�.:�,,r,:...;,.�•_�,...;,,,.. .�.•.:.a.s�t._ ......,,.r. �..,. •,.a..". -... ,. .,�,. ...a�.,.r'.w�� - -- u . � .�, M . � . -- - — i4•��' RqQS 2 7 2 UNRERLAYMENT aND HIGH WIND UNDERLAYMENT 7:12-13.12 �1 2 2 19� ZA3 N.T.S. PER WPGM PIG. 1.5 4 SEG. 3.4.4.2 �.�. .. . ,.. ,., .� �.PPLIED IN ARF�45 SUBJEGT TO HIGH WINDS [.�SRAT�R THAN 28 2 3 22� 28A CANTILEVER OVER FOUNDATION (INSTALL � 16 O.G.) StructuralPaorless ffd lOd 6"edge/12"field 110 mph (177km/h) PER PIGURE R301.2(4)J SHAL�, BE APPLIED '� 3 3 2`'9 '1� MIMIMUM 5HEAR W/�LL SEGMENT �� CANTILEVER OVER 1 st FLOOR (INSTaLL � 16" O.G.� greater than 1" lOd 16d 6"edge/6"field WITH GORR051N-RESISTANT FASTENERS IN A��ORDANGE 36 3 3 2�2 3/�5 L 51ZE ASPEGT RATIO: H/L < 3 I/2" — Diagonal Board Sheathing WITH MftNUFAGTURER'S INSTALLATION INSTRU�TIONS. 1"xG"or 1"x$" 2-8d 2-]Od per su ort FASTENERS ARE TO BE APPLIED ALONG THE I. TAHULAIED GINI�GTION REQUIREh�NT5 ARE BASED ON TOTAL UPLIFT MINVS 2/�J OF T}� U�`J� ��51 MP50N° FP oVERLAP NOT �assEr+e+..r venv wnv(�s x io P6q. lN/�LL HT (H) SEGMENT WIDTH (1^ll USE °51 MPSON�� t"x10"or wider 3-Sd 3-10d per support Fi�RTI�R APf�RT THAN 36 INGHES (914 mm) O�j GEN7ER. �. wr��Tnein_A�a wMe�x oF tu,t�s r�ui�v ir+Enu+aN�oF n�srnnP is Eaunt.ro � � � � � • 8'-I" 2'-4" � ��4"x20 G?�GE „ U5E R-38 B,hTT � ��'�"x20 G�G� U5� R-38 B,z4TT Nailin re uirements are based on wall sheathin naile:d 6 inches on-center at the ane]ed e.If wail sheathin is nailed 3 inc6es on-center at the c? �AvviriONALMI NAILIN6TI�REG�UIRED. p�E WITH TABLE 9.1,TFg RID6E 5TRAP AND - � q,_�„ 2,_8„ �6 � R q g p g g �a05.2s8 �LASHING. PLA5HING FOR P�SPHALT SHINGLES GF�LV. 5TRF4P INSUL�TION OVER OUT G,hLV. STR�P I6" panel edge to obtain higher shear capacities,nailing requirements for sm�ctvral niembers shall be doubled,oi altemate connectors,such as shear �,F{p,�L GOMPLY WITH TH15 SEGTION. e. wr�rt A eou-AR rie is usm Ir+I.ie�oF,a Ri�se sntnP,THE NIMBER OF IOd GOMMON N 10'-I" 3'-O" M�N. _ I N5UL�4TI ON OVER OUT lates,Shall be used to m2intain the]oad 3t}l. NAILS REQVIRED(N EAGN END OF hE GOLLAR TIE NEET7 NDT EXGEID T}�TAEVLATED w/ 5-8d GOMMON . M�N. p P R�i05.2.8.1 BASE AND C�P FLASHING. BAS� NIMEER OF Bd NAILS 1N 5T�I.STRIP. W� 5-Sd GOMMON SIDE �41R 51DE ?�IR 8� FLASHING 5HALL BE INSTALLED IN f�GGORIa�ND GAP � When wall sheathin �s eontinuous over eonneeted members,the tabulatednumber of nails shali be permitted to be reduced to 1-16d nail per foot. a. rASULA�v eoNr�eTION rtEaultxEh�Nrs ARE BaSED ON A 12"RIp6E BTRP.P SpAGINb,FOR Nf�I L5 I N E�GH N,41 L5 I N Ef�GH 3 Corrosion resistant l 1 gage roofing nails and 16 gage staple's are permitted,check IBC for additional tequ'uements. ANGE WITH DIrfERENT RID6E BTRAP SPAGIN63,hULTIPLY TF�TABULATED VAWF9 BY THE US� ��51 i�iP50N�� „_ __ MANUPAGTURER'S INSTALLA�TION INSTRUGTIpug, gp,g� APPROPRIATE MUL7IPL�ER BELOW.IF TYiE WhtBER OF NAIL9 IN EaGN AND OI'EAGH RIA6E . C �i �i END � I C�� O.G. „ END � I6�� O.G. srnnr exc�e,9PEGIAL GONF�GTION HARDWARE IS REQUIRED. USL SIMP50N • I I/4 x20 G�GE " �� FINISHING SHALL 6E OP EITHER GORR0510N-�515TANT USE SIMPSON METP�L OF MINIMUM NOMINAL O.OIq-INGH (O, 5, TABULATED LEN6TH REAUIREh�N7 AS�.�JME A M�AN ROOF F�I6HT OF 9B F�T.FOR MEAN � HDU2 HOLD DOWN � )� . G�LV. �Ti�,4P RO�F SH EATH I N G NOTE: TNIGKNE55 OR MINERf�L SURFAGE ROLL RaOFING WEIGHING �Pi.i Im e�r o�.e�os,�r or��ss�7H�TA6ULATED VALUS SHALL BE PERMITTED TO BE S ��S . � I I/4"x20 G,4GE b MINIMUM OF 'i? POUNDS PER 100 5G2UAR� pEET (3.'I6 kg/m w/ 55TB16 �NGHOR BOLT w/ 5-Scl GOMMON (GP�N U5E IOd SOX NP.ILS A5 IMT�RIOIR ZONE- Ib" ON-GENTER R,4FTER/TRU55 SPAGING )GAP FLASHING SH,4LL BE GORR0510NRE51c RID6E 57RAP 5f'AGIN6 MJ 12 I6 ia� �4 .� ,� N�41 L5 TO �LOOR J015T G?�LV. STRAP AL'fFRNATIVE) aTANT METAL OP ��P�� i,� 2.0o a,00 a.00 " w/ 5-8d GOMMON N�AIL SPAGING - PANEL EDGE- 8d GOMMON � b" ON-GENTER 1�11NIMUM NOMINAL O.OIa-INGH (0.483mm) THIC,KNE55. 2 BLOGK FURRING N�AIL SPAGING - INTERMEDMIA'T� SUPPORT- 8d GOMMOM � 12' ON-GENTER Rq05,�.8.2 VALLEYS. V�LLEYS LININGS SHqLL BE FOR INSUL�TION 2�-O�� MF�X 2-Sd GC�MMON 2�� BLOGK �URRING N�41L5 IN E�GH �oR INSUL�TIoN 2�-0'� M,�X �ND � I6�� o.c. PIERIME'TER EDGE ZONE- Ib�� ON-GENTER RAFTER/TRU55 5PAGING IN57,4LLED IN AGGORDANGE WITH MANUFA��R�S TABLE 3.�A - RAFTER /CEILING JOIST HEEL JOINT CONNECTION � N,�ILS �'O 51LL PLATE - INSTALLATION INSTRUGTIONS BEPORE APPL,YING SHINGLES. REQUIREMENTS ZO sf ROOF LIVE LOAD N�AIL 5PAGING - PANEL EDGE- 8d GOMMON � 6 ON-GENTER VP�LLEY UNING5 OF THE POLLOWING TYPE'a SHALL BE p N,AIL SPAGING - INTEfZMEDMIATE SUPPORT- 8d GDMMOM � b" ON-GENT�R PERMITT�D: ROOF SPAN(Pt) �o�SPAN r�t� � DECK DETAILS (NOTE USE TRIPLE ZING GONNEGTOR�) � L FOR OPEN VALLEY (Vf�LLEY LINING �XP05ED) I/2�� GDX PLYWOOD SHE�THING � LINED WITH METAL, THE VALLEY LININ� SHALL BE �2 24 36 12 24 gb EXTERIOR w/8d N�ILS Cn 6" OG. � WALL SHEATHING NOTE: AT LEAST 24 INGHES (610 mm) WIDE r1ND LINING AND OF ANY OF THE GORROSION-RE5ISTANT REGtUIRED NUMBER OF REQUIRED GAPAGITY Cn= �DGES � I2° O.G. IN THE �'IELD. , LP.�ERP� (GAN U5E IOd BOX NAILS A5 I1�tlTERIOIR ZOhIE- I6" ON-GENTER S1VD 9P/�GING METALS IN TABLE Rd05.2.8.2. ��R RAFTER Ibd GOMMON NAIL PER HEEL kEEL JOINT GONhIEGTIOW " \ � ` ALTERNATIVE) - 2. FOR OPEN VALLE'r'S,VALLEY LINING p� Ty�O PLIES SLOPE SPAGIN6(InJ JOINT SPIGE 1,2,�r4s (Ibs) �,�,�p,� RA�ILING /�� W N,AIL SPftiGING - PANEL EDGE- 8d GOMMON � 6" ON-GENTER I/2° GYP SD. INTERIOR w/ 5d � ' , OP MINERAL SURPAGE ROLL ROOFI NCy GOMPLYING N,AIL SPAGING - IN'T'ERMEDMIATE SUPf'ORT- 8d GOMMOM � 12' ON GENTER WITH ASTM D 249, SHALL BE PERMIT7�D. THE � 12 4 1 l0 860 '12o ioeo . GOOLER N?�ILS � 7° O.G. � EDGE � � e�• � � • ' o `� � 4"' EDGE ZONE- I6" ON-GENTEt2 STUD SPAGIN6 . BOTTOM LP�YER 5H,4LL BE 18 INGHES C457 mm) P�ND 3:12 I6 5 9 13 48o abo 1440 �� • � 24 -r i3 ia �2o i�ao 2ibo 10 O.G. IN THE FI�LD. �,m• THE TOP LAYER A MINIMUM OF 36 IN�HES (ql4mm) � � P05T NhAIL 5PAGING - PANEL �DGE-8d GOMMON � 6" ON-GENTER WIDE. N�41L 5P�4GING - INTERMEDMIATE SUPF'ORT- 8d GOMMOM � 6" ON-GENTER 3. POR GLOSED VALLEYS (�lALLEY GO��D WITH 12 3 5 8 270 540 8I0 :. SHINGL�SJ, VALL�Y LINING D� ON� PL.�Y OP SMOOTH 4°12 I6 4 �t l0 360 720 loeo :• ., . •�, ROLL ROO�ING GOMPLYING WITH ASTr.� D 224 TYPE 24 5 lo I5 5Ao l080 1620 2'MwIMU '� � TABLER301.7 SIDECOVE ':. " �� ,� ALLOWABLE DEFLECTIOM OF STRUCTURAL MEpdBEflS'•b�` I I OFZ TYPE I I I AND AT LEAST 36 INGI-��g (ql4 mm) �� 3 4 6 216 �}3� �48 , � �� • � Simpson 5trong-Tle � ---- WIDE OR VALLEY UNING A5 DESGRIEI�D IN ITEMS I 5,2 16 3 6 8 288 576 864 ��;. '�� d AIIOWABLE AND 2 AB01/E SHALL BE F�RMITTED. � � I� '>.:i�i�`�p;��,r4�+�i i1RT8 D � � � � � C�' M��'' GOMPL(�NG� 5T,4T��1�NT STFlUCTUflALM11EM0EFl DEFLECT�OIJ_ CJPEGIALTY 2� �} 8 �2 432 864 12qb i � �' , UNDERLftiYMENT GOMPLYING WITH A5 � �'+�'�"��'� Rafteis I�aein alo s renter�han 3�1?a-itli no TM D �Q7� r"�/�l' �; Slmpson Strong-T►e €� r� R �,i�� BE USED IN LIEU of' THE LINING MATE�;IAL. I2 S 3 5 154 3oq 463 51m son 5tron Tle PG THE PROPOSED HEP.TING, PLUMBING �ND ELEGTRIGAL ��nishedceilingattachedrorafter.s DEC ` 8 ZOiS 5Y5TEM5 5H?�LL BE G�P,4BL� OF HANI��LING THE LO?�D5 Arieri�ra'allsand arudons w�so TABLE R905.2.8.2 �''12 �.a 3 6 9 309 bii q26 p�Bu44 g Ploors and �as�ered�e��;n�z T_�36� . VAL L EY L I N I N G MAT E F�IAL �� s a 4 ��o �40 360 OF TH� PROP05�D HDUS�., P�ND SHF�LL GONFORM Allokherslruch�ralmemlers �,��o - a,i2 ib 3 3 5 I60 3�o aeo 5lmpson 5trong-Tie TO RE5IDENTI?�L GODE OF N.Y.S. THE M�GH�NIG?.L MINIMUM 24 3 s -r �ao a8o �2o DBTI i Ezterior walis widi plastcr or stucco fmish }I/360 THIGKNE55 YVEIGHT - BLDG.D�PT. GODE OF NY 5T�4TE, GHP�PT'ERS 12 THRU 24, THE PLUMBING Exlcriorwalls—ltind lood3'n�ith bri«Ic Finitbes U2ao MATERIAL (lnches) GAGE (pounds) i� 8 a e ao i8o s-�o � U5E "51MP50N" A . TO�NN Of SOUTHOLD GODE D� NY ST�T�, GH,hPTERS 25 THRU 32, THE EL�GTRIG?�L cx«��o<<�au5-«��«i i�,��^��u,n-��'lini�hrs ` I!130 i2,i2 ib 3 s � i2o 2�o abo HDU2 HOLD DOWN GODE O� NY STf�TE, GHP�PT�RS 33 THRU 42. F k � GOPPER — — _ � 24 3 4 5 180 360 540 ^ NU7'F.:L=s anlen th,ll=s nnhaiehe W� ��8�� TR�ADED ROD C-- � n.7liet��indloaJsltalfbepermittedtebemkcnus0.7time�t6cCunipdnent;md f�LUMiNUM �.024 — � J015T � Clad�.fingl�,❑dcfm�hepuqvse��Fm-deiPnniningdci�ect��n�iminr�en•in. — I. HEEL JOINT GONNEGTIONS ARE NOT REQWIRED WFfE}J THE RIDGE IS SUPPORT�D BY A e-- b.Po*c;m�ilrvermernbrn.I.•laillhet��:�nncn�ica�liele��,iF�id�z��u�,��r. STf�INLE55 STEE — 2g LOADBPRRING V`IALL,kEADER OR RIDGE BEAM DESIGNED TO RESIST THE API�LIED LOADS., TMP. GONNEGTION �OR TWO � � c.Pnr n!eminum structural mcmters t�r p�nda u�td in rr�r�s or.��olk ol sue- 2. WHEN INTERMEDIATE SUPPORT OP THR RAPTPRIS PRO�IDEf�6Y VERTIGAL STRUTS OR PUF�LINS C== o room;idditionc nr p;m�r cm.cn.ci�t aip��nin;;rdsn��r gl;ns oi s:md•:.i.;h TO A LOAD BEARIN6 WALL�THE Tf�BULATED NEEL JOINT GONNEGTION REQUIREMENT5 SHP�!L BE F.,��,,��,��,�:,��,:��rFl+c�ionsh:dlno[etre�dLl(0 Ferc;m�l•.vich�antls GALVANIZED 26 (z�ne _ STORY i4PPLIG�TIONS � � uredinront,er�c;il!so(snm�'�oiniWdiciansorp.diucovti�.thc��+�o11��.iJ:ir- STEEL O.OI�Tq eoated Gq0) PERMI7TED TO BE REDUGED PROPORTIONALLY TO REDUGE THE SPAN.. ��T�GO�� J015T H?�NGER _ nrc�iun sbull n�t exczed�_/�:o. - 3.EGUNALENT GONNEGTIONS ARE REQUIRED FOR GEILIN6 J015T TO GEILIN6 JOIST LAP SPLIGCS. L�DG�R � ZING ALLOY o.027 — S�GURE TO STRUGTURE w/ I/23/8 L,hG C-?OL75 � I6" O.G. Tabie 3.17F Segmented and Perforated Shearwall Holddown Capacity ¢.TABULATED HEEL JOINT GONNEGTION 1�EQUIREMENTS DD NOT INGLUDE THE ADDITIONAL WEIGHT Requirements LEAP — — 2 ��2 OF THE GEILIN6 ASSEMBLY. WINDOW NOTES. 5.TABULATED FfEEL JOINT GONNEGTION REGiUIREMENTS A55UME GEILIN6 J015T5 OR RAFTE'R TIL'S PAINTED TERNE — — 2O ARE LOGATED AT THE BOTTOM OF THE ATTIG SPAGE. ALL WINDOWS SIZES ON PLANS V'�RE T/�KEN FROM 9 WFfEN GEILIN6 J015T5 OR RftiFTER TIES ARE LOGA'TED HIGFfER IN THE ATTIG SPAGE,THE �• RequiredFioldoa•nConnettion Capaciry(lbs.)" , __ _ TABULATED HEEL JOINT GONNEGTION F2EGNJIREMENTS SHALL BE INGREASED BY THE "�4NDERSEN" w�r,Dow e�,TA�o� uN�e55 oTH�Rw�se r,o,-eo. TH 15 PROJEGT GOMPL I E5 W I TH TH� R�51 DE1�dT i,�L � wautaeig)�t(f�) wind Seisroie R�105.2.8.9 GRIGKETS AND SADDLES. /4 Gf�IGIGET OR FOLLOWING�AGTORS: SHALL BE NARROWLINE OR 400 SERIES DOUBLE HUNG W/ 8— 348R ivzo - �, /-Endwail 5ADDLE SHP�LL BE INSTALLED ON THE RID�� 51DE OF P�NY 3046 EGRE�S, "HIGH-PERFORM/�NGE" LOW-E4 SUN WINDOW" GODE OF NY 5T�-4TE, THE MEGH,4NIG�L GOD� �O� � 9 392i neo GHIMNEY GREATER THAN 30 INGHES C762mm) WIDE. GRIGKET GEILItJG HEIbfIT/RO�F RIDGE I�IGHT HEEL JOINT GONNEGTION ADJUSTMENT WITH U-VaLUE OF 0.28, AND SOLAR HEAT GAIN GOEFFIGIENT NY ST�TE GH�4PTER5 12 THROUGH 24 THE `� gtD �� r 2 STORY ,4�DDITION � DORM�R �DDITION �OR —Corner stud to 4360 Z�oa Holddown connected to OR SP�DDLE GOVERING SFi/kLL BE SHEET M�T/�L OR OP THE FAGTOR (5H6G) TO BE LE55 TH�4N .80 � � 'tti �Sr' �. �Z 5232 ZgR� trahs(er sliear SAME MATEf?If�L ?�5 THE ROOP GOVERING. ��2 � � PLUMB I NG GOD� OF NY ST�TE, GH�PTERS 25 �.� ai �• �R �,, /'f �'H I LL I P W�LLS te 69 5 saao 2-16d Common �q05,2.8.4 SIDEWALL PLASHING PLASHING �� •5 2.�`IiNDOW DES„1GN PRESSURE RATIN6 4` F. �i 34�15 WUNNEWET�A RO?�D �s �sag a�zo nails at B"o.c. VERTIGAL SIDEWHLL SHALL 8E THE STEP-P=�GAINST P� �/4 1.33 WINDOWS WITHIN A�'-O" OP GORNEF25 SHALL MEET OR EXEED THROUGH 32, THE �LEGTRI G�L GODE O� NY O� �E+ Ai'F'ROVED BY� zo ano dsoo TH LASHING �� ' SGALE� �5 NOTED t�RAWN sY�.1.G. ��05�2.8.5 OTHER FLASHING. PLASHING P�G 1.25 pE51GN PRE55URE RbTIN6 OF 30 Ib/5.�. �hL.L OTHER �'> :. � Requiredho{ddo�rncapacitiesassumewallseresheathedinnecvrdancewith5ec�ioa ' � ��b ST�TE, GH�PTERS 33 THROUGH 42. ^t,��-f.:- . 3.d,4.2.Forecherwallsheathingtypesthetabulote�dholddowncapscihysh'sllbe ' �- � / VERTIGAL FRONT WALL� P�5 WELL A5 501L eA•INST A �� 1.21.93 WINDOWS SHALL MEET OR EXGEED DESIGN F'RE55URE multipliedby�heappropria�e3heathingtypeadjustr»entfactorinTable3.I7D. � • �yi �TAGK��T �.�� RATING OF 25 Ib/S.P. � ! '1,�, � ��TEi 06-05-14 REVIS£D BY i = Holddu«ncapnciiieserew6ulatedperstory.Rcquiiredhofddowncnp�ci�iessballbe �==J PIPE AND GHIMNEY FLf�SHING, SHALL SE AbPLIED �,s�p`� /hGGORDI NG TD ASPNALT SHINGLE MliNUFAC,'TUf2ER�5 � �:o be r t J. G r u be r - �r�h i t e c t summedRomthes�oryebove�othegtorybdow. PRINT�D INSTRUGTIONS. , �.a',� l�'�� 476_�x re5swa Drive 50. Medford, N.Y. 11763. (631) 654-4q4q � � �� D �G l../�. � R�1�151ON #I I�--2�1—I� � GOY�R 5�4�ET .,�8, #13-o-r8 FASTEST MILE TABLE 3.4A RAFTER/CEI�ING JOIST TOP WF�M � WFCM WINDSPEED (MPH) PLATE LATERAL AND SHEAR CONNECTION TABLE 3.4B � 1io �20 REQUIREMENTS - EXPOSURE C TABLE 3. 1 1 WALL SHEATHING ATTACHMENT STRUCTURAL SHEA ING 3 SECOND WIND 110 120 REQUIREMENTS FOR WIND LOADS oR PANEL SIDING GUST SPEED � ��. � PRE.,CRIPTIVE ALTERNATIVE TO TABLE 3.4 E F E F WALL NUMBER OF 8D COMMON NAILS OR RAFTER HEIGHT 10D BOX NAILS (TOENAILED) REQ'D SPACIN SPACING �N EA. RAF-TER/C.J. TO TOP 1 STUD SPACING � FOR 8D COMMON (FEET) PLATE CONNECTION � 234 FASTEST MILE SHEATHING LOCATION (INCHES O.C.) NAILS (INCHES 04 .) WINDSPEED (MPH) „ 8 4 4 12 6 12 6 12 � 6 10 4 4 110 120 4' EDGE ZONE 16 6 12 6 12 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN 24 6 12 6 1� TABLE 3.4. FRAME ROOF NUMBER OF 8D COMMON 2. TABULATED CONNECTION REQUIREMENTS ASSUME A SPACING SPAN NAI�S IN EACH END OF 12 6 12 6 12 BUILDING LOCATED IN EXPOSURE C. (INCf-IES) (FEET) 1 1/4"x20 GAUGE STRAP'2 � 3. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO INTERIOR ZONE 16 6 12 6 12 RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND - 24 6 12 6 12 CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED �2 2 2 ' NUMBER OF NAILS REQUIRED. 16 2 2 E = NAIL SPACING AT PANEL EDGES (iN.) 4. TO AVOID SPLITTING, NO MORE THAN 2 TOEIJAILS SHALL 1� 20 2 2 F = NAIL SPACING AT INTERMEDIATE SUPPORTS (N THE PANEL FIELD (IN.) BE INSTALLED IN EACH SIDE OF A RAF-fER OR CEILING 24 Z 3 1. FOR WAL� SHEATHING WITHIN 4' OF THE CORNERS, THE 4' PERIMETER EDG ��NT WHEN FASTENED TO A 2x4 TOP PLATE OR 3 28 2 3 ATTACHMENT REQUIREMENTS SHALL BE USED ��Et�l�ILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP 32 3 3 2. TABULATED 12 INCH O.C. NAIL SPACIMG ASSUMES SHEATHING ATTACHED TO PLATE. 36 3 3 RAFTER/TRUSS FRAMING MEMBERS WITH G �0.49. FOR FRAMING MEMBERS WITH _ � 00.42�G< 0.49, THE NAIL SPACINGS SHALL BE REDUGED TO 6 INCHES O.C. 3. FOR EXTERIOR PANE� SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED 12 2 2 -ro BE SUBSTITUTED FOR COMMON NAILS �ABLE 3.5A TOP AND B0�1-fOM PLATE TO �6 2 3 4. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE STUD LATERAL CONNECTIONS FOR WIND �� 2,°4 3 3 LOADS - EXPOSURE C 2a 3 4 32 3 4 W FC M FASTEST MILE 36 4 4 WINDSPEED (MPH) 3 SECOND WIND 110 120 - TABLE 3.10 � �o �2o GUST SPEED � NUMBER OF 16D 12 2 3 WALL �6 2 3 ROOF SHEATHING A�TTACHMENT STRUCT. SHEATHING STUD COMMON NAlLS OR 40D 20 3 4 REQUIREMENTS FOR WIND LOADS HEIGHT Box NAi�s PER STUD 19.2 24 3 4 E F E F SPACING (FEET) To PLATE CONN. (PL�FZ,� 28 3 4 32 4 5 MAX. NAIL SPACIN 8 2 2 36 4 5 SHEATHING LOCATION� RAFTER/TRUSS FOR 8D COMMON 1� 2 2 SPACING (IN OC NAILS (INCHES 0. .) � 6�. 12 2 3 12 6 1 6 1� � 4 2 3 12 3 3 16 3 3 16 3 4 - 4' PERIMEfER ZONE 16 6 1 6� 6� 18 3 4 24 2� 4 5 19.2 6 6 61 6� 1. PRESCRIPTIVE LIMRS ARE BASED ON ASSUMPTIONS IN TABLE A-3.5. 28 4 5 2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL 3Z �J F> 3 3 3 3 BE PERMIITED TO BE MULTIPLIEO BY 0.92 FOR FRAMING NOT LOCATED 24 6 6 6 6 WITHIN B FEET OF CORNERS. 36 5 6 3. TABUTATED FRAMING lOADS ASSUME A BUILDING LOCAED IN - �I Z 6 �I Z 'C) �Z EXPOSURE C. PSF). IF q CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATEp NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL �I G G �I Z 6 �Z AT EACH [_ND OF THE STRAP. • INTERIOR ZONE 19.2 6 12 6 �2 24 6 6 6 12 GABLE ENDWALL RAI<E OR RAKE TRUSS 63 � 4 � WITH LOOKOUT BLOCK TABLE 3.9A RAFTER/r�EILING JOIST HEEL JOINT CONNECTION REQUIREMENTS DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL=IOPSF GABLE ENDWALL RAKE OR RAKE TRUSS � WITHOUT RAKE OVERHANG 6 6 6 6 �ROUND SNOW LOAD = 50 PSF ROOF SFAN (F7.) E e NAIL SPAGING AT PANEL EDGES(IN� F = NAIL SPAGING AT INTERMEDIATE SUPt'ORT5 IN THE PANEL PIELD(INJ I. FOR ROOP SNEATHIN6 WI7HIN 4�ET OF THE PERIMETFFZ ED6E OF THE ROOP, INGLUDIN6 4 FEET ON EAGH SIDE OF �2 24 36 • TFfE ROOF PEAK,THE 4 POOT PEI2IMPTER EDGE ZONE P�TT�hGHMENT REQUIREMENTS SHALL BE USED � 2. T,48ULATED 12 INGH O.G. Nf41L SPAGING A55UME5 5kEATFfING P�TTAGHED TO RAFTER/TRU55 FRAMIN6 MEMBERS WITH G�0.49. RAFTER SPA ING OR440D BOX 1NAILS�P R�HEEL FOft FRAMING MEMBERS WITk 0.4�G<0.44,THE NAIL SPe4GIN65 SHALL B� REDUGED TO b INGHES O.G. SLOPE 3. TABULATED 6 INGH O.G.NAIL 5P/�GING A55UME5 5H�ATHINIG ATTAGHED TO RAFTER/TRU55 �R,4MING MEMBERS WITH G�0.4q. ��N.� JOINT CONNECTION '•2•',a,s,s FOR FRAMING MEMBERS WITFf 0.42�G<0.44,TNE NAIL SP�GIN65 SHALL BE REDUGED TD 4 INGHE5 O.G. 4. TABULATED 4 INGH O.G. WiIL SPAGING ASSUMES SHEATHINI6 ATfP�GHED TO RaFTERlTRU55 FRAMIN6 MEMBERS WITH G�0.44, �;� 6 1 1 �7 FOR FRAMING MEMBERS WITH 0.42�G<0.4q,THE NAIL 5P�4GING5 SHALL SE REI�UGED TO 3 INGHES O.G. 5. TABULA'T�D NAIL 5PAGING5 ,455UME A SUILDING LOGATED� IN EXPOSURE B 3.�2 � fj 8 � rj 22 19.2 9 18 27 2� 11 22 33 � � 5 9 13 4:12 � �' 6 11 17 �9.2 7 14 20 24 9 17 25 1� 4 7 10 5:12 � Ei 5 9 14 SIMPSON CS20x24 MIN. 19,2 6 1 1 16 STRMP O EACH RAFTER WRH (4) 16D TOENAILS FROM COMMON PWLS 2� 7 14 20 RAFTER INTO RIDGE O EACH SIDE OF STRAP 1;� 3 5 8 � PER TABLE R602.3(1) STfiAP MUST EXTEND 12' BEYOND �.�2 1 f3 4 7 10 F/�STNER SCHEDULE FOR RAFTER FACE STR9JCTURAL MEMBERS (SEE YVF�CM TABLE 3.4 �g,2 4 8 1 2 TNIS SHEET� 24 5 10 15 SIPA�SON LSU28 FUWG 1;� 3 4 6 ROOF RAfTER. SEE PUW 9:12 � E3 3 5 8 �g.2 3 6 9 2� 4 8 11 �� 3 3 5 12:12 � E� 3 4 6 �g.2 3 5 7 2� 3 6 9 NOTE 1. NAILING REQUIREMENTS SHALL BE PERMITfEO TO BE REDUCED 25%°;% IF NAILS ARE CLINCHED. WHERE CEILING JOIISTS ARE NOT PROVIDED AT TOP PLATE �I8 2. NEEL JOINT CONNECTIOpJS ARE NOT REOUIRED WHEN RIDGE IS SUPPORTED BY A CATHEDRAL OR VAULTED CEILINGS) SIMPSON LSUZS HANGERS lOADBEARING WALL, HDR, hR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 3. WHEN INTER�AEDIATE SUppORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR REQUIRED � EA. F�R TO RIDGE OR HIP CONNECTION IN PURUNS TO A LOADBFARING WALI, THE TABUTATED HEEL JOINT CONNECTION REQUIREMENTS ACCORDANCE WITH R802.3.1 IN ADD. TO STRAPPING. SHALL BE PERMITfED TO E�E REDUCED PROPORTIONALLY TO THE REDUCTION IS SPAN. 4. EQUIVALENT CONNECTIOp�S ARE REQUIRED FOR CEILING JOIST TO CEIUNG JOIST LAP SPLICES. 5. TABUTATED HEEL JOINT CONNECTIOIJ REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEIIING A�;SEMBLY. R I D G E T E N S I 0 N S T R A P D E TA I L 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOT70M OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN 7HE ATfiC SPACE, NO ATTIC STORAGE IS ASSUMED, AND THE TABULATED HEEL JOINT CUNNECTION REOUfREMENTS SHALI. BE �NCREASED BY THE FOLLOWING NOT TO SCALE FACTORS: GL6 HGT/ H�EL JOIST RIDGE HGT. GONNEGTION Hc/Hg �D�USTM�NT � �'�tGTORS � --T T ��2 2 1/3 1 .5 � 1/4 1 .33 1/5 1 .25 1/6 1 .2 1/10 1 .1 1 `�,��R�D a��iy�� 2 STORY �DD I TI ON � DOi�M�R �DD I TI ON �OR ��,� �� i�HILLIP W�LLS Q, B 34�5 WUNNEYJ�T� ROf�D 0 Fq;�'"+ Fp / APPROVEt�SY� � @�-��, scnt�� 45 NOTED �wri sY� J.G. �:,.--.? � ��iw� ,y � bATE, 06-05-14 REVISED BY � r-. ��' `L �abert J. C�ruber - �r�hiteG� 1�� ' 4�16 �x res5wa Drive 50. Medford N.Y. II-163 � . .� , (631) 654-4a4� � OF �� D 1^ G BER: _ R�1�l510N #I 10-2�-14 GOV�R �H��T #I �oB, 2 #�o7g RG'C7� GONSTRUGTION GONTINUOUS RIDC� VENT ROO� GONSTRUGTION GONTINUOUS RIDG� VENT — � 400# ARGHITEGTURAL ASPHALT SHIN�LES (2) I 3/4" X 18" M.L. RIDGE BOARD 400# ARGHIT�GTURP�L ASPHALT SHINCL�S I 3/4" X II-�/8" M.L. RIDC� BOARD W/ IGE SHIELD M�N 2' �ROM INSID� O� WALL 2x6 GOLLAR TIES � 32" O.G. W/ IG� SHIELD MIN 2' �ROM INSIDE O� WALL 2x6 GOLLAR TIES � 32" O.G. � OVER I5 # FELT Pf'��j�OVER �" GDX SHEATHIN6 PROVIDE RIDC�E STRAPF'INC OVER I5 # FELT PAPEROVER �" GDX SHEATHING OV�R 2x1C� ROOF Pft�TERS � 16" O.G. � T.O.RIDG� OVER 2x10 ROOF RP��TERS � 16" O.G. PROVIDE RID6E STRf�PPING G�I L I NG GONSTRUGT I ON � GE I L I NG GONSTRUGTI ON -- - Z(j'IGAL FLUSH�EAM NOTE: ' TYPIGAL FLUSH BEAM NOTE: 12 --- --- �" G.I�I.B, O�/ER 2X10" GLG. J015T5 USE 51MPSON-TIE LUS-210 OR �" CC.W.B. OV�R 2XI0" GLG. J015T5 USE SIMPSON-TIE LUS-210 oR � -- ---- � 16' 0.�,,w/ R-30 BATT INSULf�TION APPF20VED EQUAL (�OR 2 X 10 BMS) 12 � I6" O.G.W/ R-30 Bf�TT INSULATION APPROVED EQUAL (FOR 2 X 10 BMS) 8 NAILING PER M�R 5PEG5. --- 12" OVERN�4NCC W/ Ixb ALUM. NAILING PER FR 5P GS. �4TTIG ��'." OV�RHAfdG W/ Ix6 ALUF1. IGE SHIELD �ROM Ef�VES S GOVER�D WD. �ASGIA W/ (STORAGE ONLY) PE�2�-0RAT�D VINYL SOf�IIT W/ �rTTIG IG� SHI�LD �ROM �DG� TO �4 MIN. O� 24° (SroP,��e ori�Y) PERFORATED VIN1'L SO�FIT W/ �'�,�FORMED f�LUM, GUTTERS $ If�ISIDE O� EXTERIOR WALL PREFORMED ALUM. GUTTERS � EAVES ED6E TO DOWNSPOUT Rq052.7.1 DOWNSPOUT �I._I � �I.I I P� MIN. OF 24 INSIDE �Y \�..., _ ` T.O.PLATE � �� . . ..��1�� '�� . v Y x . x .��. T 4° VTP.. 4°VTR. OF EXTERIOR �S � Y�L�g�� X��✓� �,� � � 's 1�2� i x� �� r 1' Il�f WALL Rq052.�.1 - �� i i us I I o� , ` � � �XISTINC� ROO� STRUGTUR� � ��_p�� i L___ � ,, ' � < TO f3� REMOVED z � � --- -----r-------� � ----7----------_ 2"\ � � ��_,� EXTERIOR W,�LL GONSTRUGTION = � I -J�---i 2° -, � i i ' -T----___ .--- , � � - ._-- _ EXT�RIOR W�LL GONSTRUGTION r- , ; ' , � � ' � ;------_-�__� , , � - > i i ii2� i i i i 2�`i i i�s" i � , a, GEDA(Z SHAKE ? -�_ G�DAR SHAKE i � � V2°y r i ii2" i � J�'� �„�� i i ? PROP. % Hf�4LL PROP05ED 4 S c�VER '-iYV�K' HoUSEWRAP ' � PROPOSED _ PROP. � LAV. � LAV. G I i i i r _ s�R i ii2"y. i i OVER TYV�K HOUSEWRAP i i � l w G LAV. � LAv. � > �� MP.STER 4 W.I.G. ; i i i i L,4UNDRY,'RM. BEDROOM #I � , �^�� I�ID, NSULATION BORRD ,�" � s �„�� i i � � � i � � GDX PLYWb SHEATHIN6, (2) 2x6 TOP �: BP�THROOM � '>` GDX PLYWDIvSHE�THINC, (2BO2x6 UTOP,I SHOWER B i � � i i �� 2„ � � I I/2�� PLATE, 2x6 5TUD5 � 16" O.G.. ON 2x6 � PLATE, 2x6 STUDS � I6" O,G.. ON 2x6 �S` '� ��, ? pLATE W/ R-Iq 1�15ULATIOf�I ; � � _ � PLf�TE W/ R-IQ INSULATION 4" � , "� o ' � .o. i ��2^ i` i i i i v2�, SEGOND �LOc�{z GONSTRUGTION ry �= 4�� O� .� SEGOND �LOOR GONSTRUGTION � �.�� - �INISH �LOOR ��EL�GTION BY OWI�IER OV�R � SEGOND FLOOR � - � - � � �INISH FLOOR SELEGTION BY OWNER O�/ER � i i � ��j.' t z � . 3/4" PLYWOOb SUB�LOOR OVER 14" T.J.I. �015T5 � I6 O.G. OVER � i _ _ _ �, 230 �LOO�, . �� T.O. PLATE 3/4" PLYWOOD SUBFLOOR OVER 14" T.J.I. Y2 � i `--- � j L � C�.I�1.B. W/ � / o� 230 �LOOR JOISTS � I6" O.G. OVER �" � � � � 2_O � -�------------------------ -- �` .� ---, �I) �X8 SDILLNTOP PLATE ON R3 � � G.W.B. I�J/ BRID�ING A5 NEGESSARY i i i ' s: �XTERIOR W,�LL GONSTRUGTION FSUILDING LINF� r---'--J�- i � i � (2) 2x4 TOP PLATE, � ) ____ �----J I I ' > 2x4 51UD5 � 16" O.G.. -- 2Y,1� HDR. W/ (I) 2X8 BOTTOM ` � ' � oN 2x4 PLATE W/ R-13 ; ��'.« SILL PLATE W/ 5/8" DIA. =>; �� NEW GEDf�R SHAKE �i i�2„ I�2" i i i z S?� OVER 'TYVEK' HOUSEWRAP i i i�2,. � INSULATION � , A�ir�HOR BOLTS � 3-O O. G. � �ILL 3 TOP GOURS�S WI m z- I�1/ �" RIGID NSULATION BOARD � .c.� I i � ��2 c`t� �; �� XISTING �X15TI�iG � � `n�`� � PROPOSED � _ � , " I LAV. 1 swK _ GONGRETE ,- Z P?,MILY RM. `�' �� GDX PLYWD SHEATHINC�, (2) 2x6 TOP i � � KITGH�N DINING RM. a� � ">, PLATE, 2x6 5TUD5 � I6" O.G.. ON 2x6 4„ F�,i' B i i`� D'�y' ? �LIGH NEW y: PLAT� W/ R-Iq INSUL�TION � � i i�2„ � ; EXISTING �XT�RIOR W�1�L �ONSTRUGTION � z , � ' ,� rJVER rNv r�UHO SEWPf�f' Z ��/INGR ROOMI FLOOR �' SEGOND FLOOR GONSTRUGTI ON TO AFPROVED I I/2�� ° � SANITARY SYSTEM '4'�� 4" �G.O. 2 x8 F.J. � 16' o.�. ' ' `� �INISH �LOOR SELEGTION BY OWNER OV�R � � 4� W/2X4 AGca SLE�PERS W/ �" P.I�ID, NSULATION BOARD ,�" � 3/4" PLYWOOD SU FLOOR O�/ER il-7 " TJ I P� '�� , ?q ' GGX; pLYWD SH�ATHING OV�R - - - � _ --�---=_-` - - � � _=_ - - = I10 �LOOR J015T5 � I6" O.G. W/ R-30 ------------------- EXI��YING 8" GONGR�TE BLOGK FIRST�LOOR �� V _ 4" H. TRA 4 — � ,. . �`�.,� -�, '� '- , <. . ��,,��.,/:�,, ;,•� �� , (WU. FRAME) �� . BATT INSULATION W/ BRIDCING ` � , ��.://�,�./�j,. �j,////\/��y'.j� �e ,.u A5 NEGE55ARY ;i��.� i� ��.,��:i�..� . � � � i r.i�i��,i �OUNDf�TI j �//�/, , , % ,...'•`r`'� , . :'��i.. /.%'/ /� . . . ;' i"�'%�% %��\. � \\�,�. � , , i ', . . , ,. % ;,.' -%. �/�%;�� ` � 'i � �%��ij�/:;��>` ;� . . ; •> • C�N C^iONcJTRUGTION _ • �2) 2X6 AGQ 51LL PLATE W/ 5/8 • . / � , :( ��..� ` . . %-% '/�:%'r �•��,�,.�. �.��;�. . , � i C ,,,� E_X15T. 8" P.G. FOUNbATION � DIA STL. ANGHOR BOLTS � 3'-O" I J �I \-.�� ,. �r' ./ � � l� � j 'j�,,.% : :/;/ �' . /i/'�/ %'�/ / �_ ,� �;.,�, w � \ \ � � I I `�� %'/'./ ,i � �� . •/ /' /' /'� \ ' .� � . / � I �� I / % %%% �%' >'�i;��: ��. .� , %-� % %�/�i ��`\�� .�` `�`. ',, ,m� �� _L ON �XIST. P.G. FOOTINC� �: ,`, �� O.G. M�X, GONT. TERMITE SHIELD ON UNDISTURBED 501L VE SILL � i i�i i ,.�� ., i i r�i , � �:� �. �:� '� 'r�i -, . . . �: / .�-,j.�,.j„j%j,j Y � �� ' � �� \;, ,�/.,�j,-/://,/��.:%j%%\: � \' \ '\ � \:\ '.� \ -i i„i,�/ /�' ,� �,. `\'. � � �� ; � � �.�.� :.�� PROPOSED ' O R SEAL j.,;j %�/ / i �� '� , � �.j,;%/j., i % % � � � , EXISTIN� 4" GONGR�rE SLAB � ; ", � � mltr ''"''� 8" POURED GONG. FOUNDATION NOT TO SGAL� � �`.�. : . ,��:�.�.�-C:•.,' " � ; � • G�LL,hR � , l�lALL ON I6"xl2" POURED '. "' % i' /- � � . %•l /' / � � � � �' � i /'/ � � , , �� ;' `:>�� J %/ / /i/,'. • ��'\ �\ 'i/ / / i � '� � `� •`� � j',j.; / � -/ / �, ..,.. ./:/ �j;j//, / / �.•% / , . / / /% �` � \ \'� ,_.., . ,.. `. \`�\;•�,�:..,. � � .. / / ,' � , "�: `� !:�� ` ' GONG. FTG. ON UNDIS /j'/;>,;;.j/i/ / / ! . \ \ \:.�.:.,.,\\'%\��\�j��"�j��.� ��' � � ., "�'�..\�::.:\'�'��:�j"'� %j% / ,�,��\ .a:�. ,ii . T. SOIL � \ / ./ ./ / / �'•��' •/ ./, / / - , i��, �,� /i,% % � `'`• � " %.,% / �''/ � �/\/\� /�/�'//�� /�'�i . i' /' /./ �%.,/ / % / , . \/ \/ _ , , , \,� .� n. ,. . � . . \� ��;�• ,�.n� .. ,. , . . . . . �� \' ��\' �' .,�`+,.., , ,. i �,' , . /'/'\��: . / ./ , . �,��,�%.\i/. , „ . ' . , >> >> %';%',':%! ' � .� %!'` 6x6�WI.4'xW .4 W.W.M. O�NNWELL SECTION A �� !�;i:��; °'. . '° ;,,. �� SGALE, �/4°=�'-o" ,! , � � :.r' .. �, ,.��. � ; .:\ ,. �' - , � � . � ��,,_. •u: i./;,. • GOMPAGTED POROUS �ILL / % i. / , . . �\ . ' �' " \ '�� \ � �i�. ,' � i'/�� '� � ' � � � �.:� � �.� �s^,.� ��,;i .;�., � . ; y \' \';: � \ \ ' � / � j y� � / � � �, ,\', / � . � �:.'� '�'�. / / , . : � , \/,� , : /. �j. � � ' . , . .' . ?�/i' ,'`.i / , ./j/ . / /" . . . ,� \\ �: �;.j;,;/ j � � SECTION "B " �..^GALE: I/4"=1'—U" — .� 51'-4" 18'-O"' 27'-4° ----6_o - �— 5'-6�� -O'" 5'-6" 4"x4" AGQ. P05T ON GALV. - --- - - • BEDROOt�i �dlllC�G�,IS TO GONFORM WITN E6RE55 2"X6 P.T. �� _ �i� n - METrhL BASE GAP 5ET INTO . REGULATIONS Ori� R31U LEDGER BOAP.D _ �6 6 O 6 �2" DIA. POURE� GONG. STAIRWf�Y ILLUM�;�,ATION R303.6 W/l2J 5/8" DIA. � � FOOTING, 3'-O" BELOW • STAIRS, L.�fdDIN�CS, RAILS d GUARDS f�5 PER X 5" LONG HEAVY GRADE MIN. ON UNDIST, f2311 � R312 DUTY 6AL. LAG r � SOIL, (2) TYPIGAL. • FIREBLOGKING fR602.8 BOLTS � �6" a�. �-----------------� NEW DIRF_GT V�NT BOILER • DRAFTSTOPPINE� R502.12 (5EE PC D2) INTO RIM 60ARD. _ _ _ _ _ _ _ • �LOOR DIAPHR/q�M BRAGING 3.3.5 W�GM _ �-------------------� IF THE WOOD �RAME GLG. AdOVE OR � ADJAGENT WooD �RAME SURFAGES • OUTSIDE LI6HTIr�FU RE3803.3 ' 'i�2"X8"GDR_AGQ i�' GAN BE HEHTED IN ExGE55 OP 175 DEG, I I • ALL WORK TO GUMPLI" WITH 2O10 NY5 EGGG ` � GOVER w/oNE LAYER oP 5i8" 7YPE "x" GYP. - • ALL WORK TO GOPIPLY WITH R324 O - I � � �t BOARD TO THREE FEET BEYOND EQUIPMENT, � � � � . m `;� I I ALSo GOMPLY w/ SEGTION M13o6 OP �_p, _ I I I � cV � � (ZESIDENTIALGODE OF N.Y. STATE. INSTALL } � — - - - - � - -_____ � - - - - - � EQUIPMENT ,45 PER MANU. SPEG.'s ` 5 � � � � // ��//j%i.'�j%�i I /,��% '��i /" /j�i-'/j'U �/.,/ij�ij i :�iv� �/i- j ,/- I tj- ' , /;,ir/r�/r :,,,r%,�%,%;,/.:�.��%//"/i��%/r/�/,��// %�/%/,%,�.j'�;.,,�i j ,; I I � � , NOTE: - � � _ _ _ _ _ ii� ,�B�, I T' FROVID� H/-tRD WIRCD - - - - - - - --� - �' �i --r - - � � � %- - �. �� j J � 'j; � � 2x8 A�a � BOILER % �_ � 8 P.G. FOUND/�TION SMOKE DETEGTORS w/ BATTERY BAGK-UP IN: � I %! I �•�• ° I � -%i �-' WALL ON 16"X12" P.G. I I I � �. ��i, 16" o.G. I � % �m �OOTINC� ON UNDISTURB�D � � � � I. EAGH SLEEPINC� fa00M �� 501 L I 8" P.G. �OUNC�ATION � �I IX WALL ON 16"XI " IP.G. % ,� - - - - - � - - - - - - - - - - -' - - - - - - - J L - - - - J 2. OUTSIDE O� E�tGH SEP,4Rf�TE SLEEPING _ - � �OOTING ON UNDIST�JRBED � �%��'%�/,��%��%��; �i/�/��;i/i%��iio;� _ � - f�RE�L IN TH� IMMEDIATE VIGINITY OF m i �OIL I / �- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - I TH� B�DROOMS (GEN�RALLYTHEH�LLWA'r') mI I � � DRILL � C�ROUT � I I SUNHOUS� BASEM�NT � � � I� IN #5 REBAR DOWELS �X I ST. 8" P.G. � I 3. EVERY LEVEL O� DI�dELLING % � WINDOW WELL ENGL�SURE -' I j �� 8 O.G. VEf�TIGAL �OUNDATION � � (�IRST �LOOR, � S�GOND �LOOR) `% OR APPROVED EQlJA�..------------ ----I- % I� � (2) LOGATIONS TYP. �OOTI N G �X15T. P.G. I � � ;i � % / INST/�LL A5 PER ALICH NEW I I '%� I j � ON UNDISTURi3ED SOIL �/,% MANU�AGTURER SPEGS /,; I-� FAMILY ROOM � � j � (3 TYPIGAL) � j I� �LOOR W/ EXISTINC i � TYPIGf�L �LUSH BEF�1�1 NOTE: I % I � �%' �� 3'-Ip�� LIVING ROOM �LOOR I USE SIMPSON-TIE LU15210 OR � ;j il-7/8 ALL JOIST 20 � .� EX15T. 8" P.G. FOUNDl�TION I APPROV�D EG2UAL f(�=OR 2 X 10 BMS). I �� I �.J. � 16" O.G I � lt. . _ _ WALL ON �X15T. P.G. f'OOTING � NAILINC� PER MFR �F'EGS. _ � �� GELL,4R - � � �i%%/i%%�/'/,;j� TO B� R�MO�/�D � � i ,�% Q p � /; � � j ,// I � � TYPIG�L �LUSH BEF�,M NOTE: �� ' 4 POURED GONGR�T� SLAB � �% I tL I US� SIMP50N-TIE LLl_-i2_8 OR � � � % � � R�IN�. W/ bx6-W1.4 X WI.4 W.W.M. I T � �i E X I S T I N G v w � �'+ �,, � j' f O w � `,- APPRO�/ED �QUAL ((1=0R 2 X 8 BMS). I �% I ON 6 MIL. �/f�POR BARRIER ON o r----- ;j I / UNEXG�rY�TED ��1 I I O N?�ILINC PEFZ M�R 5�^EGS. I j � � WELL GOMP/�GT�D POROUS �ILL � ( r----- // � � _ I I ; 8 17-O' 4 �''�'_ /, I �XIST. POUR�D C� � .;;� � /%: GONGRETE SLAB �� I � PROVIDE 36" I-IIGH I ;i I � ;-T---- ;� � �v- I ;,, , � / _ x � RP�ILIN� W/ SPINDII_ES � L E � � � IJ � j � X � j' � _, �N � I 5P/-�GED 50 f�5 N�T TO ' 8" P.G. �OUNDATIOhd O m � j � = N� � I ALLOW PA55,4C� OF � WALL ON 16"X12" P.G. GD m ' � 4"(102MM) Dl f�. 5P'HERE � ;%% I FOOTING ON UND157URBED - � � '/ m % I NEI^I STAIR w/ MAX. I i AS PER RR312.2 '�� 501L 5D i, '/% �� , 8Y4" RI � MIN. q" Tr � II-7/8 ALL JOI'ST 20 %;: I � �.J. � 16" O.G. I � � � 8" F.G. POUNDATION � � --------- - x I Ix UP I / � Foorl�� oNx�2" P.G. i � HOLD DOI�I LOGATIONS %��;/� N�W f�OUNDATl01�1 WALL m � �� I %� �� cv 14 ,�, P5 PER 1�6=GM 2c�1 � � I6-8 I �3-10 � %! � S UNDISTURBED 501 L � I EDI TI ON �_�` , I -------- ;,, I _ - - �. L - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - � SEGTION3.4EXT�RIOR --=------ (— %/' / �G� �i'i; : /,•//�� % //��%/!/•2.�/.,%�,i. • , I % I % s%.,,%%./�� /i�/�;/,��%///�i/%'�;%/��%i�/;,r- � SH�fi,}Z . ---T - /, - ; •� � '�� '� '�' '%'"' ��'� _ EXISTING f=OUND/�TION WALL �- � ,,; 8�� i6�-a�� Q a° ��_�- -o - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - �— - w� rrr� u �nrn� ---------- � ;% - - - - - - - - - - - - - - - - =' - � �XISTING " UNEXG,4�/�TED � /// / — —/ — — / i i ,�;�;///�/i i / i/ /�� /�i�,. � � cV � _ _._.�._ _ ,�i��%��%�/� �%%/%s";%/��i��i%%��i�i,;��/�/�/%�//�/�/ //,//,'�%j, . i:'- .� // �://.// / / / //// � SEGTION MP�RK � � '� 3'-10" �XIST. POURED 4 A-I - GONGRETE SL�� H��DER SGH�DUL� r I P�LL MAT�RIAL �OR'. WOOD �RAMING b�� 20^0 � - - HaVE A MINIMUM fb Or 850 P.5.1. �� a� 2 STORY ,4DDITION � DORMER �DDITIDN �Ot� I { _a_._ �- �lOMINAL LUMB�R 51 Z�: SPANS: ,�� - , „ , „ �,� .� ,. � � PHILLIP WELLS 18-0 39-4 (2) 2x8 UP TO 4-O �� - - (2) 2x10 " 4-O TO 6-O � �� v +'` 3475 WUNNEW�TP� ROADApPaovE�BY� gI'-4" (2) 2XI2 6'-O" TO 8'-O" � �? �F`,� -�' SG,�LE, ,4S NOTED Dw�WN SY� J.G. �� - - POSTS SNALL B� 4�6 (NOMINP�L) 06-0�-14 �� '� I� J� � I �� I ��'�, I UNLESS OTHERWISE INOTED � � dA�� REVISED BY � I � I� I � I � *NOTE: ALL 51ZE5 G-,ALL�D OUT ON ANY OF �,. . .� �^ - THE �OLLOWINC DRiAWINC�S WILL SUPEPSEDE � �o be r t �. ��U�J�i� - ��'G�l I t�G t SGAL�: I/4"=I'-O" T SGH�DUL� � js��' F� 4�f6 �x re55wa Drive 50. Medford, N.Y. 11763 (631) 654-4q4q i��Y151 ON #2 I I-23'�� O� ��~ �OUND?�TI ON PL,4N � 5��T1 oN5 � d�wING NUMBER= iz�Y1510N #I 10-2�-I�f- ' " PLUMBING RISER DI�GRf�M �oB: � #O o g �, �a�-o° �, — - q'-O° a�_�" 33'-4" A5 P�R BGNYS R312.1 � �� t'�� GUP�RDS NOT REQUIRED WHE�y 6-� • BEDROOM WINDOWS TO GONFORM WITH EGRE55 PA15ED SURFAGE IS LE55 TNAN REGULI�TIONS OF R310 30 A.A.6. • STAIRWAY ILLUMINATION R303.6 - � • STAIRS, LANDINGS, RAILS � CUARDS AS PER , R311 � R312 p "--� 5'-2" • FIREBLOGKING R602.8 �;� STOR�GE • ��-LOOR DIAPHIRA6M BRA ING 3.5 WFGN1 �- Q • OUTSIbE LIGHTING RE3803.3 FWH6068PALR _ EXISTINCC �XISTIf�_ _ � • F�LL WORK TO GOMPLY WITH 2O10 NYS EGGG '%-%//,:G'�/%/ii%!!/ij�ii�;;zii,7%%/./i •%%/�//i/%/�;%i/%/i%/i"'%//i ;%�/. /� PIRET-IAGE --__ -- = i • ALL WORK TO GOMPLY WITH R324 e ; � � �( �= 1._ � � ' � ' � � � r � 3 i �% i� �j ----------- - ----- ----- -- — — -------- --- - ' � % i -� ----�- � 2'-OTGANTILEVER -- -- - -- ------- ------ -- - --- � 14" TJI 230 S�RIES r' � � � �IOT�: � . . p . . ; FW66068 Ex15TINc, �V � PROVID� H,4RD WIR�D � i � � // i�, %, �i ;• _ / j ,;,; N SMOKE D�T�GTORS w/ BATTERY B?�GK-UP IN: � i STf2APPING w/ / %/i % /�,%ij; �,�:';'� ';�;•.;%i,; ,.i��: (� � //j//�� /�i" �./ii/�;;�/j �'<�:-;'�;'r"'i.� <,r — - T -,.�//i///.�/ ///,�//., � � ' ' � . �/,%//��..; ,i :ii%:;;;�./�;�,:%,:'',%; I 4 6d NAILS - I. EAGH SLEEPINC� ROOM � �EA. Eh�D � P..R. � LLJ �� — q'_ " ;--� I � �PULL WIDTH x n! � - - I � 2°I jBLOGKING z N = o tu � I �_ � 2. OUT51D� OP Ef�GH SEPARATE SLEEPINC � �`� % O � `�' I Q � ' i � � ARE� IN THE IMMEDI?�TE VIGINITY O� i i i % �_ � `=-' �= O I EXISTING Q -- TH� B�DROOMS (��NERALLY THE HI�LLWAY) � � �j �' m N 9 KITGf-��N , u, z i i i i � � Q I� , � �, 3. EVERY LEVEL O� DWELLINCC � i i I _, � EXISTING i O� 8-3�. MODI�I�D%� ~ � � � i �� ~ � LIVING RM. � c.H. � � (f=1RST �LOOR, � SEGOND �LOOR) i � � �1 DRILL 2" DIA. INTO ROOP � x �- I =�3" �� ' TZ_—r Q � — r—�—�- N ��T.O.RIDGE . ---- ---- - -- - , -----------_--=--------------- - --- - ---- --- ----- - ------ —__=---- GENERAL NOTES: REI�=ERENCE STANDARD FOR DESI�N OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITEF:IA - NYS CODE TABLE R301.2(1} HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTf4LL � i6�� ON GENTER ) I. ALL MA'T�RIALS, A55EMBL�S, GONSTRUGTION AND EQUIPMENT SH�LL GONFORM TD THE RE5IDENTIAL GODE IJ APIERIGAN FORE5T AND PAPER ASSOGIATION (qF d PA) 2001 EDITION 6ROUND I WIND OF NEW YORK STATE, 2010 EDITION. Vr'OOD �RAME GONSTRIJGTION MANUAL FOR ONE 5EI5MIG SUBJEGT TO DAMAGE FROM 1,2 WINTER IGE SHIELD AND TWO FAMILY DWELLINGS. SNOW DE51GN DE516N NDERLAY- FLOOD /�IR 2. WORIGMAN51-41P SHALL GONFIRM TO GENERALLY AGGEPTED GOOD PRAGTIGE IN THE APPLIGABLE TRADES. LOI�D SPEED e (mph) GATEGORY g WEATF+ERING Q �R05T LINE �RMITE c DEGAY d BEAM AND DG OTE: BEAM AND TEMP. f MENT HAZARDS h FREEZING STRAP �-y ts�. �� USE "SIMP50N" G520 GOIL 5TRAP �STRAP R301.4 DEAD LC),a,D. THE AGTUAI. WEIGHTS OP M,4TERIALS AND DEPTH b REQUIRED INDEX(I) Ib MIN. , �+- 16" MIN. 3. ALL DIMEN510N5 5HALL SE GHEGKED IN �IELD SY GONTRAGTOR PRIOR TO ORDERING MATERIALS OR DESIGN LOADS: coNs�uc-rior, � EAGH fZAFTER 16' O.G. SEE SNALL BE USED�OR DETERMINING DEAD LOAD MODERATE 5LIGHT TO TABLE 6A POR GONNEGTION 20 P.S.F. (20 M.P.H. G SEVERE 3'-O" II REQUIRED N/A 599 0 ' GOMMENGING GONSTRUGTION �I�LD YERIFIED DIMEN510N5 5H,4LL TAKE PREGEDENGE OVEfi SGaL.ING, NOTIFY WITH GON5IDER.s,YION POR THE DEAD LOP�D OP FIXED SERVIGE TO HEAVY MODErtA7E ��.�-• REQUIREMENTS �\,�. o PL<�UR EG7UIPMENT. ARGHiTEGT OP GONFLIGT5. r � R301.5 LIVE LOA��j, THE MINIMUM UNIFORMLY DISTRIBUTED LIVE Q• ��THERIN6 MAY REQUIRE/1 HI6HER STREN6TH GONGRETE 042 6RADE OF MP�SONRY TNAN NEGE55ARY TO 5�4TI5�1'THE 5TRUG'TIJRAL �b o ° b 4. �LL GONGRETE SH�LL SE MINIMUM Pc= 3,000 PSI STRENGTH AT 28 DAY TEST. LIVk LOAD 4p �b. REQUIREMENTB OF THIS GODE.THE WEAT1iERIN6 GOLUMN SHALL BE PILLED IN WITN THE WEATHERINb INDEX(I.e. "NEGLI6IBLE"otz � ' a ° DEPD LOAD 10 Ib. LOAD SHALL BE„`- �5 PROVIDED IN TASLE R301.5, g��")FOR GONGRETE A5 DETERMINED PROM THE N�ATHERIN6 PR08ABILITY MAP[FI6URE R?J01.2(3)].THE 6RADE OF MASONRY � � o ' e° °e (NOTC- ALL EXTERIOR GONGRETE STEF'S AND G,�RAGE 5L,4B5 SHALL BE MINIMUM Pc= 3,500 PSI STRENGTH AT 28 DA�Y TABL� R301.4 UNITS SHALL BE DETPRMINED FROM ASTM G 34,G 55,G62,G'I3,c qo,G I29,G 216 OR G 652, o o� °, TOT,ht�.. �..OAD = ,ajp �b, o� o� o e TESTa MIMIMUM UNIi"ORMLY D15TRIBUTED LIVE LDADS b. 7}{��2p5T LINE 1�EPTH MAY REQUIRE DEEPER FOOTIN65 THAN INDIGATED IN PI6Uf2E R403J(I).THE JURISDIGTION SHALL FILL IN THE LSTP.2I o RIbGE NOTEs ' ao 5. ALL FOOTINGS SHALL SE,4R ON UNDISTURBED 501L HAVING A MINIMUM BEARING GP�PAGITY OP 3p00 L.B. PER ROOP (IN POUNDS PER SQUARE FOOT) PR05T LINE DEPTH GOLUMN WITH TF+E MINIMUM DEPT1i OP POOTIN6 BELOW FINISH 6R�4DE. L5TA21 � o o AT GATHEDRAL G�ILING USE g.�. - c. THE JURISDIGTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY TO HEAVY To MODERATE,"oR"NONE TO 5LI6HT" IN o ° � "51MP50N° L55U210 HANGER � �o 6lZUVND SNOW LOAD 45 �b. USE LIVE LOAD 6. ALL PLUMBING SHALL SE IN AGGORDANGE WITH N.Y.S. AND LOGAL GODES. accot�vANce wtTH�ibu��oi.2(6)ae�N�iNb oN vveA�R ir�Has e�A HisroR,r or-Loca��AMA�e. EAGH RAFTER I6" O.G. 5EE 17E:a� LOAD 10 Ib. EXTERIOP,�p�LGONIES 60 d. TNH JURISDIGTION SHfJ.L FILL IN THIS PART OF THE TABI..E WITH "MODPRATE TO SERVER TO MODERATE "NONE TO SLIGHT" IN � TABLE bA FOR GONNEGTION 1. ELEGTi21GAL SHALL SE IN AGGORDANGE WITH N.E.S. P�ND GERTIPIED $Y N.Y.S. 8C7ARD OF FIRE UNDEi?WRITERS. WIN1J LOAD 10 Ib. DEGKS e 4O 8. P�LL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN. Fb=B'75 P.5.1. UNL�55 OTHERWI5E NOTED. PA55EN�Pp,yEHIGLES �ARA�ES a gp Q pGGORDANGE WITH P16URE R301.2('i)DEPENDIN6 ON WEATNER TNERE HAS BEEN A HISTORY OF LOGAL DAMA6E. REGtUIREMENTS 5E1.5MIG ATTIGS WITHOUT STORAGE b 10 e� 'T��1URISDIGTION SHALL FILL IN THIS PART OF THE TABLE WITi�THE WIND SPEED fl20M THE BA51G WIND SPEED MAP(FI6URE � Q- ALL 5TRUGTURAL FIEADERS TO BE (2) 2"xb" UNLE5S OTHERWISE NO'fED. GA-iwvoRY "G"(EXEMPT ATTIG5 WITH LIMITED STORAGE gh 20 R301.2(4)J.WIND EXI'OSURE GA'T�GORY SHAU.BE DETERMIFlED ON A SITE-SPEGIFIG BASIS IN AGGORD/tiNGE WITN SEGTION R901.2.1.4. � 10. ALL PfZAMING SHALL SE DOUBLED UNDER PARTITIDNS, P05TS 1�ND AROUND �4LL OPENINGS. SASED ON RE5IDENTIAL ROOMS O}��R THAN SLEEPING RooMS qp P. REfEi2 TO TABLE NI101.2,"WINTER DESI6N DRY-BULB TEMPERP.l11RE��o�,. � RAFTER TO WALL DETAIL (.INST�LL � I6 ON G�NTER ) GOG-� OF "NEW YORK STATE" SLEEPIN6 p,pOMS 30 g, 7}}E JURISDIGTION SHALL FILL IN THIS PART OF'TNE TaBLE WITH lNE SEISMIG DE516N GATE60RY DETERMINED FROM 5EGTION R301�.2.1. a II. ALL HV�4G EQUIPMENT SHALL MEET REQUIRENt�NTS OP THE N.Y.S. ENERGY GON5ERVATION GONSTRUGTION 5Ec'rloN R3o1.2.2 (SEISMIG STAIRS 4O � GUARDRAII,S AND HANDRAILS d �00 I h� �-NRISDIGTION SHA�LL FILL IN THIS PART OF THE TaBLE WITH(a)TkE DATE OF THE JURISDIGTION'S ENTRY INTO THE NATIONAL GODE REQUIREMENTS. PRGVI510N5) GUARDRAIL.S IN-FILL GOMPONENTS 1 gp � PLOOD INSURANGE PRO6RAM(DATE OF ADOPTION OF THE FIR"T GODE OR ORDINANGE FOR MANA6EMENT OF FLOOD HAZARD 12. HfkBITaSLE SPAGE MUST MEET �GRESS REG2UIREMENTS PER N.Y.S. GODE SEGTION R310.1.1 MIN. 5 5.F. OPENING Fi�escA�; � AREAS),(b)THE DATE(5)OF TFfE GURRENTLY EFFEGTIVE FIRM J��ND FSFM, OTHER PLOOD HAZP�RD MAP A170PTETJ BY TNE GOMMUNITY 51NGLE STf��P APPLIGATION ON FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN. HEIGHT, 5.7 S.F. ON THE 2nd PLOOR, AND HAVE A 51LL AS MAY BE AMENDED. i. s�E�i�tt�oi.2(s)�oR brzourr�SNo�v Lo�S. (MULTIPLE� ;��AY BE USED) � TOP PLATE TO STUD HEIGHT NOT MORE TH/�N 44 INGFiES ABOVE �INISHED PLOOR. A.ELEVA�v 6Awase FLooriS st+nu.ee GaPAel..e or-5u�rortTlt�A s,000-t�ouNfl Lo/�A�LIm Ov�t A �e 20-��C7UARP-INGH AREA. USE "51MPSON" H105 TIE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND GI�ULKED. e.AF%'i.li`_5 TO ATTIG SPAGES MEETIN6 THE REQUIREMENTS IN S��T�ON R802.4L FOR GONVENTIONAL GEILIN6 JDI5T5 AND SEGfION R802.10.7 FOR TRUSSEB.ATTIGS WITHOUT 5TOR+46E q c,�) e o 14. U5� Sf�FETY GLA55 ON ftiLL WINDOWS IN TUB OF? SHOWER ENGL05URE5 WITH 51LL HEIGHT LE55 THAN 60� JOI5T A11D RAFTER 15 LESS TNAN 4�INGHES,ort wF+� ��MAXIMUM GLEAR HEIbHT BE71^�EN o ° W/(8) 8d GOMMON � T�ARE NOT TWO OR MORE ADJAGENT TRU55E5 WIT1i THE SAME USE "SIMP�. N° o Q000 ABOVE FINI5H PLOOR AS PER NEW YORK STATE RESIDEh1TIi4L GODE 5EGTION R-308 d R-3ob.4{9). ��T�oN cnrna�oF corrrniNir�n�crnt��,42 ir�c►+ES Hi�ar 2�r win�,ori b�n�x,�ocnTm • LBPS 5/8 ��i�ARING ,a NAILS � EAGFi RAFTER, WIT�IIN T11E PLANE OF'fNE TRUS�'.FOR A171G5 WIT}IOVT STORqr,E,'T1-115 LIVE LOAD NEED NOT BE AS.�IJMED TO P.GT �,+•` PLP�TES AT t'AGH o0o TOP PL,4TE5 B STUDS I�. GLAZING 5H�4LL GO1JFOfeM TO NEW YORK STATE RESID�NTL4L GOD� S�GTION R-308 � R-308.4(I. TF1RU IIJ. u'��-�Nn-Y wini Ar�r on�+�uve�o,�w r�aui�r�rrrs. ANGHOR ECLT. �°a G.IW:��VI�7VAL STAIR TREAD�' 5HP.LL BE pE516NED FOR THE UNI��j�LY DIBTRIBVTED LIVE LOAD OR A 800 POUND o°o GOfGE7JTRATFD LOAD AG71N6 OVER AN AREA OF 4 SQUARE INGHES,YVHIGHEYER PRADUGES THE 6REATER 51RE55E5. �oo p.A�iNCiLE GONGENTRATED LOAD APPLIED IN ANY DIREGTIpN AT ANY POINT ALON6 THE TOI'. r;j'� °° � �.��`T'°"�°��L�°R�"`g"n`�"�T°E"�'°R`""�-g, GIRDER CONNECTION TO "'' F,bUO��aU IN-FILL GOMPONENTS(ALL TH05E EXGEPT THE HANDRq�u BALUSTERS ANA PANEI.FILLF_RS SHALI.BE DE516NED TO 18 GAGE I I/4°X24°MIN. '#��;j, Tabte 3■1 Nailing Schedule ( 2001 AF & PA ) WFCM WIl'.✓TnnD A HORIZO1tTALLY APPLIED NORMf+L LOAD OF 50 Rp�pg ON AN AREA EQUAL TO 1 SOUARE POOT.THI5 LOfrD S1RAf'TO TIE LY)W�STUD TO '''.+' NL�7'�ttOT BE A55UMED TO AGT GONGURRENTLY WITH AM'OT}.�LIVE LOAD REQUIREMENT. P I P E C O L U M N (I NSTALL � EAGN GOLUMN) ;;.,};;: 6.AFi"1.!C-5 TO ATTIG SPACES NOT MEETIN6 THE REQUIREI�NTS FpR STORA6E PER FOOTNOTE B.SE�f,-EGTION R802.4.�FOR S��/��TO�C��D/�tT��. •h: " ' " ' C,G'�1�,'F_NTIONAL GEILINE�.k�I5T5 AND SEGTION RB02.IOb FOF� ',��s.F°'Z"n'�Sw'TM'-'M'�°5T°'�E°'"D �F� STUD TO BAND JOIST TO STUD DETAIL (INSTALL � 16" o.G.) ' Nuinbet of Number of G'�id5TRUGIED WITH TRU55E5,THI5 LIVE LOAD I�ED ONLY BE APPLIED TO TH05E PORTIONS OF TF�BOTTOM GFIORD OF Joint bescriptiort Comihbrl Nai15 $ox Nai15 Nail Spacing NOT LE:55 7HAN TYVO ADJAGENT TRU55E5 WITH T}�SAME Y�Gp��qTION GONTAININ6 A REGTANeLE 42 INGHES __ .,,,. _:.. �� ,, . ....,... ,�.. :... . , .., .� � ...._ . 3�. ::. :.� ..� :�••:•. �rc:.r...;:,. - - , ,., , ,,,,. ,s._, r..s ,�..,,r . �;-:..�'.•�,�.� _ c. BETN�N T}�TOP`bOF'f}fE WHOTTOM GF�pRD AND�1-IE BOTTOM OP A OTHER TRU55 MEMBER� lOh1 I6H OR 6ftEA�R B .�:. •.,., _ � �, �,x. .f�., ,�; �t.�''-�, �:::,�P.r��sHat.t..Fir F� ,,..., .,��::_..,,.>:.:...,.., ,:-:.. .��:.:� .:,,, t�. r� •�m..� �fx.. +f:' ��• =�; #A� - :i� PhZ[ AT - G. vm�+ GH 6 O, �RA11'IXN - 7VI EA OF"THE O N GRI7ERIA IB MET� ::�< .,,,"" ..,� `It0 E •,r F uowi - ',,iv�r�.`ir�''W.:�.;�,.,.;��. tyq :.b. �:'> >,. :��' _i.� .'4:',:. ,r_. .z �.r.� :':�-:< ''i%;� - `x'�: e. :Y'� .t�. - - - �.Y�: �,� _ - -s�. .,��: - FLOOR JOIST BRIDGING r . � ; ._... . .. . �, ... . . ..�. i Rafter ,. ,..:, ;:',::.'.,:.�,`. ::r.:,.. „. �w, ..,.. . . ...:e�• _ ,S, Y ;:.;:�.-;.,� i REH IS A E5 aLE BY A R1LL WN A •,� ;.�„+„e:.,t,�:: � .i-.r.,.,;.,qr.,. ` . 'TflE ATfIG A GG SI -DO 9T IFty�Y pR fRpJ.IED ppEN�NF,IN AGGORDANGE WITH SEGTION G�T to Top Pfate (Toe-naited) (see Table 3.4A) (see Table 3.4A) per rafter Bo�.lj ANv LENGTH US0 every other nal I ho le in CI C"OW t0 TFiE TRU55 SHALL HAVES BOTTOM GHORD PITGH LE55 T1{ Ceiling Joist to Top Plate (Toe=nailed} (see Table 3.4A) . (see?able 3.4A) per joist H.ATI'IG SPAGES SERVED BY A FIXED STAIR SHALL BE DESI6 A"2'"� provlde the eode-req,ulred minimum �b TO 5�'I'ORT'fNE MINIMUM LIVE LOAD SPEGIFIED FOR �(�'� Ceiling Joist to Patallel Rafter (Face-nailed) (see'fable 3.9A) (see Table 3.9A) e9ch lap SLE;;,;;,k�,R,ppMS. GGntGr-tO-Genter' S CIG�n for nai ls Cciling Joist Iaps Over Pattitions (F2ce=nailec�) (see Table 3.9A) (see Table 3.9A) each lap 1. 6L��Z!Nb VSED IN HAhtDRAIL A55EMBLIES AND 6UARD�3HALI„gE DE516NED WITH A 5AF�TY FAGTOR OF 4,THE SAFEIY Mq� � MIN. p g Collar Tie to Rafter Face-n�iled (seb Table 3.6A (see Table 3.6A er tie FAGTDR SHALI.BE APPLIED TO EAGH OF'TNE GONGEM�RA'TEt�LOADS APPLIED TD THE rOP OF 7HE RAIL,AND ro THE ( ) ) ) P Loh,V ON THE�N-FILL.GOMPOI�NT5.THESE LOADS SHALL SE p��}�INED INDEPENDENT OF ONE ANOTH£iZ,AND LOAD5 Blocking lo R2fter(Toe-nailed) 2-8d 2-lOd ' each end Af�k:P55UP1ED NOT TO OGGUR WITH ftiHY OTHER LIVE LOAD. Rim Board to Rafter(End-nailed) 2-]6d 3-16d each end =" ❑ .,_ ,.,, y�.. ,,,,. ,,: .,,,:, NAI�ING REQUIMENTS FOR ASPf U5E 51MP50N" G52o :r,: ,�r. -F.• �� 5.. ,;; -iALT = i;i it,;„ fi' a;C" - ^;�(.r ,5'' "�t ��....r_ "L'f�: �ii ",y^, _ .y.:. 11 `sF:' ,,.,, G:<:,:;;,;; :`1 ,KLL FRAMI7V :. :',,:;+ "ri!: �'; W R Ml V ,.�+ �_�";%,,: - - R �`.i�i' �.i..�� c�a.,..n :i�S,. - n n n GLEA - - I I 4 x20 G�4 WFGM WOOD GIRDEI? ON P. 4 xb xV4 � G� � ,� R�JOF SHINGLES SPAN Top Plate to Top Plate (Face-nailed) 2-16d 2-16d pet foot 5T�EL BEARING PLP�T� ON A �7�L�. GO�� STR�fi' To Plates at Intersections ace-nailed 4-16d 5-16d oints-eacfi side Bf'��ED ON "RESIDENTIAL GODE OF NEW YORK ��'q7�" TA�LE 3./�A RIDC�E T�NSION 5TRl1p TA� 3.(0 (�IDC�E GONN. p � � � StC.TION - Ra05 (REQUIRMEN7 FOR ROOF GO 3 I/2" DIAMETER 5TEEL GOLUMN Smd to Smd (Fgce-nailea) 2-]6d 2-16d 24"o.c. �RING) GONNEI•TION RF.I�UIREMENTS fZEGj7"5 FOfZ WIND W� �7�-I Od G4MMON Heade�to Header(Face-nailed) I bd 16d 16"o.c.along edges = - NA I LS � ��GH END Li��c7ii.2S FA5TENER PASTENERS FOR A5PHf4 FA5TE5T MR.E FASTEST MILE , „ `� L,T SHINGLES �,�,�� y,�� 'SIMPSON TYPIGAL Top or Bottom Pl2ie io Stud (End-nailed) (see Tabfe 3.5A) (sce Table 3.SA) per stud SH�+�L.L BE GaLVANIZED STEEL, STAINLE55 ST��L, ALUMINUM � �� NG INSTALLATION OF STR�P G� GOPPER ROOFING NAILS, MINIMUM 12 GAG� (0,105 ��O 120 �6" Bottom Plate io Ftoor joist,Bandjoist,Endjoist or 2-16d'� 2-16d'� per foot I1��N(2.67 mm)] 51-fANK WITH A MIhIIMUM 3/6-INGH (q,� mm) FLOOR JOIST Blocking (Face-nailed) DIAMETER HEAD ASTM F I66'1, OF A LENGTH 7b PENETRbTE R4GF INTALL GR055 BRIDGE MIN. 8'-O" rOV e m n mum en istance ... .. . .... ..... ... . � ... ., ..; ,� :.:: �:.,:..,;,;:. <a;. T OFING MA If+�LS ,4ND _ � �� GF 8D2o O.G. „� ,, THROUGH HE RO 'TER � MII 5f'AN �� g�� P Id 1 � d d �,� .�: :r�:: x, ��,;::,:•��,�:;::e=,. �IMUM OF 3/4 �� / �.�., ,�:. =.;�� t'"' :�,.� ,�;: ENv I V a(� - � E al nu =:t:��,.fi.:�. ��. mber of s e ff ,�.<. - �:�� c led ,.., , .��t.. :..,;�.:::;� i ,:..,� �,.:,:,,: . ,�, � .��., ��uvc. ;:�: o ,, i�iw r P �t. -.� I ,., �.,:,::>` Gti - :.a��' ,�;:: �,1'F Y - f'� k Lti' �i �:: 5 P 6 I - r' AIX�E TRAP ?,A - ---- 5 IN1H Iq.l mm INTO TH RO F S E THING. WHE 6 TWV' ) E O H A � AIX�E � � � � THE ROOP v,��i� nails fn e 4-8d I 4-10d Y er'oist 5H_ATHING 05 LE55 THAN 3/4 INGH Iq.l mm) ach end Joist to Sill,7op Plate or Girder (Toe-nailed) �+ J � THIGK, THE �2 Z 2 �76 22�{ ,.,-„a, . Bridging to Joist (Tce-nailed) 2-$d � 2-lOd each end Fr�STENERS SHP.LL PENETRATE THROUGH TNE $I-��ATHING. 16 Z 3 235 298 -- . Blocking to Joist(Toe-nailed) 2-8d 2-IOd each end P�'�S'r"r_NERS 5H�4LL GOMPLY WITH ASTM � I66-�, 2p 3 q 294 373 `° �� BlockingtoSillorTopPlale(Toe-nailed) , 3-16d 4-16d eachblock r 3:Z � 3 � �3 ��7 STUD TO SILL PLATE @ SLAB DETAIL ( INSTf�LL � �:.� ON G�NTER ) STUD TO SILL PLATE DETAIL ( INSTALL � i6 ON G�NT�R ) Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist �.�2•6 ATTAGHMENT. ASPHALT 5HINGLES 5HALL HAVE � ----- _ Joist on Led er to�eam Toe-nailed 3•8d 3-10d er oist THl-'_ MINIMUM NUMBER OF FASTENERS REQUIREb gY THE � �1 5 A�2 522 •' 8 ( ) p � Mf�NUF,4GTURER. FOR NORMAL APPLIGATION, 1i�PHALT � `� `' `�� USE °51MPSON° Band loist to Joist(End-nailed) 3-16d 4-]6d per joist 5HINGLES SHALL BE SEGURED TO THE ROOF WITH NOT LESS 36 5 6 529 (071 STEEL GIRDER ON A 3/8" STEEL Band Joist to Sill or Top Plate(Toe-nailed) _ ` 2-16d� 3-16d per foot T!-!'�N FOUR PASTENERS PER STRIPS SHINGLE c�►Z �p �2 Z 2 �q5 �83 MOUNTING PLATE w/(4) I/2" �i � G520 , Use every other na11 hole in a row t0 ,. ... . . .. ....._.>;... .... .., . _..... . .:.::..::,;: .. .,:. ,..... ,,.....:.:,.�...,. M,� ..:,.:..;,-,.,,,:.,..._ •:r.�.,:::•,.:�rr�. ,,.:r:r,'.. _ �� . , . .,>�.:.�;:,..:..�.,,,,,...:.;..-..r.>- :.: . . . ..� ,...�. .y:..�, ....:...,.w, :;�.,..<..., , � ,.. ,..,, . .,,.� ........F. -,,....,...�,.,,.. r� .�.�,�j,,_� . , ..•. .,..;�..,.,i F. _. _�aCRS PER INDIVIDUAL SHINGLE. WHERE DIAMET�R BOLTS ON P� 3 I 2 U''�.>'E 51MPSON � _ ,..;,,,:.:,-..:,,.: :a-.=:. �: _�,,,,,;,,, , ,,;�,,{,., �:,.�.,v. �.r,.,_ :.�.,.. .�;,��:�.,.;: ;.�..F�,�:.: ..s fif�e Roo� � 2 2 193 2q� / Use ever other nall hole ln � ro�v to I I/4 x20 G,�GE rovide - ,,... , ., , �.:;-..,:��:.<:__.:.....:... . . ..:. :...r,.-. .., . �..�r�o�;s�A�G�.., ,,�_.�:,,i:' .F11i=.�iFe;:... .n5.�. �M... +i"S.•. I ' � the code re ufred m(nimum .�..,.....:.:.:.... :::...:.......:.„�::.,..:. . ... ,,. ,._.r.:.,.,�.�::r..s.:�„,,,,�r..... :... .. . _. ��.�;�.., ..... , .��:::,,,;�..r .:..,.��.,`� ,R,..... •:n.�:�>�;; 5LAt'E EXGEED5 20 UNITS VERTIGAL IN 12 UNI7a 20 2 3 ?�2 305 DIf�METER STEEL GOLUMN GS�B � � 4"x18 G�rGE ' y �p- • p q. 5tructural_Panels Sh cOd (seeTable3.10) HC%RIZ.ONTAL (20:12), SPEGIAL METHODS OF F,a,g7ENING ARE A:�2 ?1} 3 3 290 3(0(0 � provide the code-rec�ufred minimum G��-Y. G��- -� :I center-to-center spacing for nails DiagonalBoardSheathing f2C:�.,�,U�tz�p. � 3 q 3� A27 G,4LV. GOIL STR�P z center-to-center spacing f�r nafls STR�P „ „ P'x6"orl"x8" Z-8d 2-lOd persupport �XGEPTION: ASPHALT STRIP SHINGLES SH,qLL HAVE A '>2 A A 387 A88 �I w/ (4)-IOd I/2�� y�� -��_gd ��2�� ' US� SIMPSON ... .,-. ...�.:�., .�..:,��• :.:.�::.�. 1ZJOF IS IN ONE OF THE POLLOWING GATE �� ; 3��X�° LBPS �/S�� I"x10"or wider 3-8d 3-lOd per support I�1INIMUM OF 51X PASTENERS PER SHINGLE Vt� 3/� q 5 s}35 5q9 'i' - � ,,,, :�: :�.�. , .k, •a. �. .1: G R�sT+� ,��;"�, � Nf�ILS � E�rGH END � N�ILS � EAGH END � _ ,,. ,,- ,�. �.� �� .;�h� ,�. ,.:,: T� y.� � �,. ,,!,�' •-rt,;: .:�sti� :.I �,�: ;.'�-. A ,:: �G N � O G �"" ��,� a.,.. RE c. _:� :;�°<d. �. - 5L A ;;s :�:.: .Y�.ti,�r;vy-r�.� ,:�: ��.�: f�B BE R I �-,�:� ,�. .., z;;.,;:„�� , NG � � .� :,� �L T �avc�, E5 � a. �" g�► •+N. 'i.,.- u\ e5�� I I �,h,.r F'y'vi;' ';ic, :�1,i'•' I - =�3,. .r. .:r.�� x.,,. I� 1 1 � s I / .��: 2 � � � ;�.�{;;'�``,i`f:.;�r r'1` •�. - - I. �T II r�. y.y,..:� ,�. , »:ri. 'i"' - �� ;_ � � - D� 5 R I6 G T P�P O. . T OF � HE SASIG WIND 5PEED 1'ER FIGURE TR,4P 16 O.G � I 5110 i` . ,�� ,i O .2(4 I ) 5 2 ,�;. ;:. � .:,-. �,. <,.., . ...�::;..: . �•. ..,... . .,�. '�'•. ....:. .. .. ..:.. .�r.�. .... ....,:�,.. :,.. ,�.., � , .. , �. g .. .:. I� 2 Z , p � l �� ; \\``��:��. ; � � '' GypsumWallboard Sdcoolers Sdcoolers 7"ed e/]0"fieid_r` MILCS PER HOUR (I'1"i km/h) OR GREAT�� AND THE 'i l, =, ., ; �;,G, ,,r . „ ., . -,'�;;,�-_. � ��C'H �J'�8 D��. ,:�.T:�. �*:,, T .,�w {. �,._ EAVE IS 20 FEET (6096 mm) OR HIGHER ABOVE 44 2 2 19 39 � ,I i USE ,��I�., .}��j � � �%, ,..,.� ..� < ;<:g ��„ ��:� �•.� ,�_ >>3;�., �,. ' x 8" DE�P MIN ¢��+ `i 1::: _ {. 'f^�.r.�if .r�� L �`�` ��I'i �:� :�K�� i �'�'. �.i..,...a � �,-' �'7,. (: _'1 3 2 t� ;.i, .:r.••: 5: 28 281 �, s .'�`' �� .f,�,. ��: ,,.��. 2 2 �. r '�': �SHE�1 � GRA � L ',f'EIIN , '�7� DE. ?11 ;r: w. �S�l,i�. .{,; .�. I . �� ., �. `.,p.- �� :;.r�;. *:� .,,. - , ��.. ��...,,- �..��°� - �� :'S"•` - i:K. - - k'i _ �:=�' - - 3 3 3� � ' 3 x3 L�'��:� 5/8 '� ,4NGHOR BOLTS r..,,. ...z... rt,., . .., �,. ...-z; .�.,,..::..,� ;.., �v�.., , : , �,:-., ..>...,.., ,� ...-. Structural Panels 8d lOd (see,Table 3.11) '. THE BA51G WIND SPEED PER �IGURE R�ql.2(4) IS � � � " Fiberboard Panels `120�MILES PER HOUR (I�i3 km/h) OR GR�q7ER, 32 3 s} 303 383 + BE�1"Z�NC`.'' i�'1_�TES ��-� � SPP�G�D 3�"�° Q.Ci. 3/v 3 A 3q� A3� � � E�C��-� :�.�,3�� . � ��; 7/�(^ 6d� - 3"edge/6"field '=:, ::�F'L�IAL WIND ZONES PER FIGUR� R30�,��4), �S PE�Z 2DOI �DITION 25/32" � . 8d' - 3"edge/6"field L--;-`�.2_I:I iGE PROT�GTION IN Af�P�S WHERE 7'}.{� q��G� �2 � 2 �03 �30 ' X 8" j��I�" ��N I'% L'�'�ILY 'T`EMPERATURE IN JANUARY IS 25ieF (-4.!qG) OR �� Z Z �38 �73 GONGRETE MINIMUM � , GONGRETE MININiJM G� l^IFGM T,4BL� 3.2,�4 Gypsum Wallboard 5d coolers Sd coolers 7"edge/10"field Lf'a�R WHEN TABLE R301.2(I) GRITERIA 50 D � � 2 �72 216 , �NGHO�'� . '�LTS �G-�,p00 PS I f�,;d IGE B/�RRIER TH/kT GON515T5 OF A LEP�5T�SIGNATES Fc= 3000 PSI SPf�G�U :�' O O.G. STR�NGTM /�T 28 Hardboard 8d Sd (see 7'able 3.1 I) � (0:�2 Zs1 2 3 2l�7 2(00 51MPSON' TYPIGAL LGG5.25-3.5 i n Particleboard Panels 8d 8d (see manufactuter) YWO LbYERS Zg Z 3 ?11� 303 INSTALL?�TI01J GONNEGTING f4 3 STRENGTH f�T 28 ,45 .PE�..�UO I ED I TI ON D?�YS. . G�' UhlDERLAYMENT GEMENTED TOGETHEiZ OR pp q � 3 3 27( 3qG PLY LVL �ND /� 3 I/2" DIAMETER D�YS G"LF-ADHERING POLYMER MODIPIED SITUMEN �,HEET, SHALL 3�, 3 q 3�0 38J 5'T�EL GOLUMN I7iagonal Board Sheathing �.t� U��D IN L.IEU OP NORMHL. UNDERLAYMENT ,4NI� EXTEND OF .wFG« ��8�.'� �.2f� 1"x6"or 1"x8" 2-Sd 2-lOd per support F';?OM 7HE EAV�'S EDGE TO P� POINT AT LE?��T 24 INGH�S �2 � � 97 �22 ' 1"x10"or wider 3-Sd 3-lOd per support (�10 mm) IN51DE THE EXTERIOR Wf�LL LINE OF THE BUILf�ING. �6 2 Z �30 �(02 �..�. �... �,l... ,�4:t�;=:� w a z ��z a.o3 � SHEAR WALL SEGMEN D . _:;._:.: �_,�,,.E.,., ,... ,.....�.,.:. � ,. :... -, .,m .r:;>::� , :�., .�� . . _,.�:.:......:.....:...: .:. . ... .....:�:. .::._, ...,,.r�: �:��. .:�� ,� a,., �. ,.,.., . �..,,t� �f�.��r .x,. ,�.,�;:,.�. .,. _,..: , ... . , :.� . , . ;. ,��r� ,..� , , or�sm�a G..... . . � ., ..<...... .:.:.:... :.:�:�:;��:t;��s��,.:,,<:��.,��:_...:;�_:�: ?r,'i'r:(::?.`ru.,.,.:�'::,.�+.r:�.�:•.':�,,,,..,�.......,�, • _,r_��:s�'rEF,xr.�r..�„r,:s�,•.,,.,-.i i'�1.!. . . aRu�.. ...,..4,.. ,i..r,.:. ,..,w,... - --- 9 C.? -- � _, � .-. . = .�> , r,. — ---__ �_�0,...,,.1.2 UNRERLI�YM�NT AND HIGH WIND. UND�RL.p�YMENT 7:12-1312 2�I 2 2 19A 243 . ....... .. .....:..� , .:�.,.:, ` ' ,•, `-;': . , ".'. . , • . N.T.S. PER WFGM PIG. 1.5 4 5EG. 3.4.4.2 Structural Panels � r'�"r'i..'ED IN AREAS SUBJEGT TO HIGH WINDS [CSp�q�R THAN 28 Z '� 22� 28� �"� ,��or,ess Sd �oa 6��edge/12��field i�.? mph (177km/h) PER FIGURE R301.2(4)] SHAI.I.. g� APPLIED � 3 3 z� � MIMIMUM 5HEi�R WALL SEGMENT CANTILEVER OVER FOUNDATION (INSTAI_!'ns i6�� o.e.) CANTILEVER OVER 1st FLOOR (INSTfkLL � i6�� o.e.) greater than 1" tOd 16d 6"edge/6"field {'i T'H c:ORR051N-RE515TANT FASTENERS IN P.G�ORDANGE 3(0 3 3 Z9Z 3(05 L SIZE ASPEGT RP.TIO: H/L < 3 I/2" Diagonal Board Sheathing V`;'.'H M�NUFAGTUR�R'S INSTALLATION INSTRUGT�ONS. i. r,asut.aren urir�crioN�uia�r�rtis�sAsm oN raru u�.i�r MiNus s�oF n� 1"x6"or 1"x8" 2-8d Z-lOd per support F��S'TENERS ARE TO BE P�PPLIED P�LONG THE p��AP NOT Roor-nsa�r v�w i.o<,v(�x�o paU. WALL HT (H) SEGMENT WIDTH lV`ll U�.�"E ��SIMPSON�� US� ��51MPSON�� 1"x10"ot wider 3-8d 3-lOd per support F,hR"fffER APART THAN 36 INGHES (ql4 mm) ON ��N7�R. s. w�r�T,�,�v wMe�oF t+,b,��s r�ui�v it+�,u+ar+v o��SrnnP is��.ro • • • • • gt�� 2�_q.�� u � ��4"x20 G�GE U5E R-38 BP�TT ' I ANP FRAMINb 15 ATTAGF�P IN AGCCRDANGE Wlhl TABLE 8.1,�R��S�P arro - I I/4 x20 Gr�GE USE R-38 B�TT Nailing requirements are based on wall sheathing nsiled 6 incfies on-center at the panel edge:lf wall sheathing is nailed 3 inches on-centet at the �;=Q;.2.8 PLASHING. �LASHING FOR A5PHALT SHINGLES ADDI710NAL NAILIN6 IB NOT REOUIREV. ro _ �O `�'-I° 2'-8" I6" G�L�. 5TR,4P I6" anel ed e to obtain hi her shear ca acides,nailin ie uiremehts for structural members shall be doubled,or altecnate connectors,such as sbeaY G:!AU._ GOMPLY WITH THIS SEGTION. g• w�t A eou�x Tie is usm iN u�vr°�Rivbs srn,ar,�He N1MBE�t oP lod eot�tMON N 10'-I" 3'-p" G/�1-v. STR�tP MIN. INSUL�TI ON OVER OUT INSUL�TION OVER OUT �� P B s p s q NAILS REGiUIRED IN EAGN END OF'Th�GOLLAR TIE N�D NOT EXGF�D T}�TABIA./�TED w/ 5-8d GOMMON 51 DE A I R w/ 5-8d GOMMON MIN. w plates,Shall be used to maintain the load path. NJMBER OF Bd NAILS IN 5TgL STRIP. S I D� /`�I R � When wall sheathing is continuous over connected members,the tabulated number ofnails shall be permitted to be reduced to 1-16d nail per foot. i��-r'�2 8 I BA5E ,4ND GAP FL/�5HING 6ASE /�ND GP�P 4. TABULATED GONNEGTION REQUIREhffiNT9 ARE BASED ON A 12"RID6E STRAP 5PAGIN6,FOR N�I LS I N EA�GH FLliSNING SHALL 8E INSTALLED IN AGGORL��+,NGE WITH DIFfERENT RID6E 9TRAP 5PAGIN69,MUL.TIPLY T}�TABULATED VN.UE3 BY THE NfiILS IN EF�GH �� G, „ 3 Corrosion resistant 11 gage roofing nails and lb gage staples are permitted,check IBC fot additional requirements. !�If,f�UPAGTURER'S INSTALLATION INSTRUGTION APPROPRIPRL`Md.TIPLIER D�.OW.IF THE Wh16ER OF NAIL9 IN EP.GH AND OP EAGH RID6E n US� S�MF_•�N n END � 16 O.G. I�E515TANT g�P��e,g�'A'-�"�r�oN f+n�w<.Re�s r�nu��. � : HDU25HOLD DOWN .• I i/4 x20 G ,• U5E "51 MP50N" 5. BASE �� END � 16 O.G. �� -iN15HING SHALL BE OP EITHER GORROSION- hGE 5. TABULATED LE1Jcf,TN REQUIREFgNT A5�'.�JME A MEAN ROOF F�16HT OF 93 F�T.FOR MEAN � ��4"x20 G,4GE ME:TAL OP MINIMUM NOMINAL O.OIq-INGH (O.�}�3 mm) ��i��g��,�rneuv�rm v,u.us si-i,au.ee�irTm ro ee � . GALV. STR�P ROOF SHEATHING NOTE: TNiGKNE55 OR MINERAL SURPAGE ROLL ROp�ING WEIGHING �-T��-��'o�• w/ 55TB16 �NGHOR BOLT !i P1INIMUM OP 'I'1 POUNDS PER 100 SGtUAR� p��T (3.'ib kg/m W� 5-8d �'G''MM�N C7r�tLY. STR�P (GAN U5E IOd BOX NAILS A5 INTERIpIR ZONE- Ib" ON-GENTER RAFTEW TRU55 SPAGING )GftP PLASHING SHaLL BE GORROSIONRESI��rP,NT METAL OF RID6E 5TRAP SPAGIN6(InJ �� t6 w.� �4 4a -ts .. ' N�.I LS TO �LOOR ..IO I ST ALTERNATIV� f�II�aIMUM NOMINAL O.OIq-INGH (0,483mm) THI�WNE55. ru�-TiPLi�x �.00 i.�a i.to �.00 a.00 b.00 2�� BLOGK FURRING w/ 5-8d GOMMON NAIL 5PAGING - P,hNEL EDGE- 8d GOMMON � 6" ON-GENTER � 2 BLOGK �URRING NAIL SPRGING - INTERMEDMIATE SUPPORT- 8d GOMMOM � 12" ON-GENTER p^�5.2.8.2 VALLEY5. VALLEYS LININGS SHAL,� $E FOR IN5UL�4TION 2�-O�� MAX 2-8d �or��ir�oN N?�ILS IN E,4GH INc�TALLED IN AGGO�tDANGE WITH MANUFfLG G FOR INSUL�hTiON 2�-O�� M�X �ND � I(�� O.G. PEfZIME:TER EDGE ZONE- I6"ON-GENTER RAFTEW TRU55 SPAGING 'rur�R�s TABLE 3.9A - RAFTER / CEILING JOIST HEEL JOINT CONNECTION N�ILS TC _ILL PL�TE — IN°�TALLATION INSTRUGTIONS BEFORE APPLYING SHINGLES. REQUIREMENTS ZO sf ROOF LIVE LOAD NAIL SPAGING - PANEL EDGE- 8d GOMMON � 6" ON-GENTER V/�4!_EY LININGS OP THE FOLLOWING 1'fPES gHALL BE p NAIL SPAGING - INTERMEDMIATE SUPPORT- 8d GOMMOM � 6" ON-GENTER p�;�M��p, - � ^' ' �r�E ; � � s ! GCDES OF ROOF 5PAN(Pt) ROOF SPAN(►!) DECK DETAILS (NOTE U5� TRIPLE ZING GONNEGTORS) Gi�,�.r i_, t . I-� ,,�.� I L�ED W�TH METAL, THE V?+LLEY IL NINCxS SHP,LL BE I/2° GDX PLYWOOD SHEI�THING cn — E�,�� a ��r� '"'p NEW YU+�fC S I�,�� TOWN CODES 12 24 36 12 24 36 � r"+ P 1."a'T'"`� WALL SHEATHING NOTE: P�T LEAST 24 INGHES (610 mm) WIDE P�Nb LINING EXTERIOR w/Sd NAILS � 6 OG. �;C��.��.: ��:��' '�.`��.�' t :0 C a � °� �-� t �� AND OP A�NY OF THE GORR0510N-RES�gTf�NT REGtUIRED NUMBER OF REQVIRED GAPAGITY OP EDGES � I2�� O.G. IN THE FIELD. �ERP� �,Z i �C, ` �� REQUIRE'� AN'� �ONDETiONS OF n F.AFTER RAPTER Ibd GOMMON NAIL PER HEEL FfEPL JOINT GONNEGTION � �I � L / (GAN U5E IOd SOX NAILS AS INTERIpIR ZONE- ib ON-GENTER 5T1JD SPAGING METALS IN TASLE Rq05.2.8.2. SLOPE 5PAGIN6 (In� JOINT 5PIGE i�,�,a� (Ibe) ��,5r�,� � �P \'-- �1�Tr� � ''f� � ��+:_�'��c7�� ✓ SOJTHOLDTO'�.Pr[�,A ALTERNATIVE) :2. FO(? OPEN VALLEI'5,V�4LLEY LINING C�p� - R�ILING I �,� '� TWO PLIES Z�' NAIL SPAGING - PANEL EDGE- 8d GOMMON m b" ON-GENTER OF MIN�RAL SURFAGE ROLL ROOFING I/2 GYP BD. INTERIOR w/ 5d \ �� 5 , � �� NAIL SP�GING - INTERMEDMI/�TE SUPPORT- 8d GOMMOM � 12" ON-GENTER GOMPLYING „ 'O� FE��:�,,,,�,�,�„ E.{:v(,tmA ��_..'�,..,�,__ , , , ,,, WITH �45TM D 24q, SHALL BE PERMITT��, TH� 12 4 'f l0 360 'i�o Ioeo GOOLEFz N�ILS � 7 O.G. � EDGE � � � � � o • ,..-p,--R,T CG!iT�i(li I1 T�i"d��?(G�VF��A.'�?60ARD BOTTOM LAYER SHALL SE 18 INGHES C45'f mm) AND 9�12 I6 5 9 13 480 960 1440 �� I�GTI�=Y E�!I![�I�!G i:~r �.i,I�.�L��i !'.T ---� 4" EDG',E ZONE- Ib" ON-GENTER 5'TUD SPAGING TFi� TOP LAYER A MINIMUM OF 36 ING}��5 (914mm) �`� � I� Iq �20 1440 2I6o �O O.G. IN THE FIELD. �,m' • � , , T�y-��'Q� F F�.i�9 Il� �+ 1+',� FC?ri T��!� u!?;n r�i+r,!� �^" �'S wlDe. P05T .,_�.� �4:�,�--�-s--��-�+51�;. NAIL SPAGING - PANEL EDGE- 8d GOMMON � b" ON-GENTER 12 B 5 8 2l0 540 810 ��,��:'��J��1�`:7 �t�<a;'�C�i��(.7`�::i: NAIL SPAGING - INTERMEDMIP�TE SUPPORT- 8d GOMMOM � 6" ON-GENTER ;s�. POR GL05ED VALLEYS (VALLEY GOV��D WITH �• . ,�� SNINGLES),Vf�LLEY LINING OF ONE PLY OP 9MOOTH '��12 Ib 4 7 l0 960 �20 1080 •: ., . r�r� ��• ,a�i°�! . ��„� ,x.,�„�...� .• �b•:✓�� 24 5 10 IS 940 1080 1620 2'MINIMU 1. ��✓.1;��iC��'� - T��V�� F,C�..�..fi�� PLlJMBI � ROLL ROOFING GOMPLYING WITH ASTt��► p 22.q 7YpE . , n;. ^��r_� �� - � TABLER301.7 � � �: $IDECOVE ':. ' � �� F�� r"�u��-:�[� CC:��:.F�._T� !1 ��RRR! ///��yyy ALLPLUMBING IASTE ALLOWABLEDEFLECTIONOFSTRUCTURALMEMBERS'�°•` II OR TYPE I11 AND f�T LE,45T 36 INGH�� (q�4 mm) �2 B 4 6 216 Q$� 648 , � (• '� � � Sll'T'1p501 ,�`"�ng-TI0 ��lJ�� { ,� WIDE OR VALLEY LINING AS DESGRIB�q IN ITEMS I 5,I2 Ib 3 6 b 288 576 864 , ,�;�.q,� � ��-i-� � FGUG�' - �R 1�1!;�'� P: Fa.l.�b+`i��' r V &bNATER LINES NEED ALIOY/A9LE ',•�d, ty :: c... 1 E i i L i1. u AND 2 ASOVE SHALL BE PERMITTED, g TESTfNG BEFORE OVERING M��' GOMPL I�NG� STfi�T�M�NT STRUCTUFALM1IEMBER DEFLECTION ��i�14LN 24 � b �2 '�32 8(i4 12qb :�°:�`: LJ.; �;F f ", I — UNDERLAYMENT GOMPLYING WITH ASTM p Iq70 M/hY •.�t:�'•�•:�9i �. II`�J��Lrill��'v �� L��U� Sim son Stron Tle ,n-� Rafteishnvingslopesgrenteril�an?/12wilhno U�� BE USED IN LIEU OF THE LINING MATERIAL. 12 8 3 5 154 304 463 p g �' f-;��. - (�'(I,�:rT(�U�Ti�i'i �'i`t��I tinishcdceilin attacliedlorafters -�,�2 �b S 4 6 206 411 611 Sfmpson Strong-Tle PG 1NITHOU�` CERTIFICA`�� THE PROPOSED HE�rTING, PLUMBING ,4ND ELEGTRIG�4L g �� CG`��L�T� FC)i C.C�. Interiorwallsand ��«s w�s� TABLE R905.2.8.2 24 3 6 q 304 6�-r a�b ,hBU44 5Y5TEM5 SHALL BE GAPABLE OF HANDLING THE LO?�D5 r,00Tse�d laateredceilings L/360 VALLEY LINING MATERIAL ALL COf�STF�l��1�i�:�'� :';.".!.i_ t�'�ET ii-�� OF THE PROPOS�D HOUSE., AND 5H/�LL GOMFORM � __ i2 g g 4 i2o ��0 36o OF OCCUPANC�' : :lllutherstnicturnlmembers U2�IU q�� I6 B S 5 I60 320 480 5lmpson Strong-Tle RE�Uit,FP�+i��ci QFTH;_��n��l�i'�4�9P� MINIMUM 24 g s � 24o aeo -r2o TO RE5IDENTIf�rL GODE OF N.Y.S., THE MEGH�4NIGP�L Exteriora•alfswiil� lastcrorstuccofinish II/360 � DBTI YOr�� ST�,-�E. NO�i� RESFC�;S1�3Li FGR �, � R��T� (C�.��'V THIGKNE55 WEIGHT � • t �1FQF` � . GODE O� NY 5T�4T�, GH�4PT�R5 12 THRU 24, THE PLUMBING E•xterior walls—tcind louds"w�ith britdc fini.ebes vzao ; ��i,4T�Rll�L (Inehes) GAGE (pounds) i� 3 8 3 90 i8o s-ro USE "51 MPSC�N" � �, � DESlGN OR CQPv��r��iC11Q�! E�PGR�. �' "°"' GODE OF NY ST�T�, GH�PTERS 25 THRU 32w THE ELEGTRIGf�L Ex[eriorwalls—�siudloaJs"nithllexiUlelinishex v�zo , i2�i� ib 3 3 a i2o ��0 36o HDU2 HOLD DOWN , ON�.�,r�D�CONTEI� ��R� GODE OF NY 5T/�T�, GHP�PT�RS 33 THRU 42. F. � p heiph�, r GGF PER — — � �4 3 4 s iao sbo sao NOTE:L=s �nlen ih,ll=��n a.Then�in�loaJshallbe'penniaed�ebztaf.cnasn.7iimextheCumponenr.ind AL�IMINUM �.Q�Q� — w� 5�8�� TR�ADED ROD =_- RET��N STORM WAjER RU�OF � CERTt�1�ATE�OF Q �CUP�NCY� ClsdJinelundc�or�heFurpeaeofthedeiemiininFdellectianlimiiahere�n ___ — I. HEEL JOINT GONNEGTIONS ARE NOT REQWIRED WHEN THE RIDGE IS SVPPORTED BY I4 DO f141'PROCEED WITH � �o�sr UANT 70 CHAPTER 23G �_= FR�,��I^aG UfdTIL SURVEY P��S SOLO�R I�SED 1 WATER b fureanlilrs�rma�ibcn.l,.h.illhr�akranstaice�lic��ngiSottLrcanri�e.�ec �T��INLE55 STEE — 28 LOADBEARING WALL,HEAPER OR RIDGE HEAM DE5IGNED TO RE515T THE Af'PLIED LOADS. TMP. GONNEGTION �OR TWO ° E TOWN CODE� ''""""----.-- ,• ' " , _ — - t c.Fnr alumiaum st«ictuml mcmM.n or p�ntls u�r:l in mofs oi w�Il.a ef smi- _. 2. WkEN INTERMEDIATE SU('£'OR7 OF THR RbFTER15 I'ROVIDED SY VERTIGAL STRIJTS OR PURLIN.^-7, e-- ° OF Fn1JND�TI4N LOCATION O� ��' .-.•1 i;,'�C'��7�flL_Y SYSrErr �anNOT ��,��,;�,�a��,.,,�,.,�tJtl�l[q'RfS.Ii��IS11�I��U�1im��d�.r��rE�,,.s�„�::��a.��.:i, Gl�.l_VANIZED 26 (zlnc To A LOAD BPARIN6 WALL,THE TAHULATED FfEEL JOINr GONhlEGTION REaUIREMENTS SHALL B�� - p.�ritli.thr.tnl:JliciJAtflre[innsh:dlnufc�cetJl_/b0 Fc�S,�„�«;r�,,,:,,,r�� _ STORY APPLIG,4TION5 '-v APPROVED� � - usedinmokm�ral!aoFsumnumaJdition>nrp:i�iocovri�.Uictnt;dl„_��:i�- STLEL 0.017� eoated Ga0) PERMITTED TO BE REDUGED PROPORTIDNRLLY TO REDUGE THE SPAN.. ��i�� JOIST H�NGER - . �� MAS 6�:�.� , - ��io C�� c.�1�D. ! , �r- nrc�ioa x��l not euerd v��. — - 3.EQVIVALENT GONNEGTIONS ARE REQUIRED POR GEILIN6.J015T TO GEILIN6 JOIST LAP 5PLIGES., � LEDGER � ��i��c:• ,bd..LOY 0.02'f — 3' �� G� ' ; � � �, Table 3.17F SBgRl9n�'@d alld Pel'f01'AtQd Sh98�Wa11 HdlddOWl]CapaClty — 4.TABULA'TED hfEEL JOINT GONNEGTION REQUIREMENTS DO NOT INGLUDE THE/�DDI710NAL WEIGHT' SEGUR� TO STRUGTUR� W/ �/2/g LP�G aOL.rS � �(� O.G. ' n Requirements Lt�..D — — 2 ��2 OF THE GEILIN6 ASSEMBLY. WINDOW NOTES. j m. y' u�� '�r� ''� �.,t; 5.TABULATED F1PEL JOINT GONh1EGTION REQUIREMENTS A55UME GEILIN6 J015T5 OR RAP'T�R TIES ' - PAINTEfJ TERNE — — 2O ARE I.OGaTED AT THE BOTTOM OF THE ATTIG SPAGE. � �.�_.__ � WHEN GEILIN6 JOISTS OR R,4F'fER TIES ARE LOGATED HIGHER IN THE ATTIG 5PAGE,T}fE I. ALL WINDOWS 51ZES ON PLANS WERE TAKEN FROM � ---- .� _ ! � � � Requued HoldownCoaaecfionCapacity(@s.)'z R�105 2.8.3 Gf?IGKETS AND SADDLES. A GRIG�T OR TABULATED FIEEL JOINT GONNEGTION REGNJIREhtENTS SHALL BE INGREASED BY TF+E "ANDERSEN" WINDOW GATALOG UNLE55 OTHERWISE NOTED. TH I S PRO..IEGT GOMPL I ES W I TH TH� RE"�J I DEN� I�I., � ��M1 � � �'"�� WaIlHeight(R) wind Soismic FOLLOWIN6 FAGTORs: SHALL BE NARROWLINE OR 400 SERIES DOUBLE HUNG W/ - � � -�- 7.-�. : , n 8 3488 1920 Endwall S/'.UDLE SHALL BE IN5TALLED ON THE RIDCs� 51DE OF /�NY 3046 EGRE55, "HI6H-PERFORMANGE° LOW-E4 5UN WINDOW" GODE O� NY 5Tr4TE, THE MEGH�N I G�L GODE G�'�' � � 9 3924 zieo Corner stud GHiMNE'f GREATER THAN 30 INGHES ("162mm) WID�. GRIGIG�T GEILING I-�I6HT/ROOF RIDC�E F�IGHT HEEL JOIN7 GONNEGTION AnJU51T1ENT WITH U-VALUE OP 0.28, ar,v so�.�,R �aT�AiN coer-Ficierrr 2 STORY �4DDITION � DORMER �DDITION �OR � to 436U zaoo OR S�DDLE GOVERING SHf�LL BE SHEET M�T OR OF TNE FAGTOt2 NY ST�T� GH�rPTERS 12 THROUGH 24 TH� Holddown connected to HL (5H6G) TO BE LESS THAN .30 � � i� sz32 28so transfer shear SAME MP�TERIAL A5 THE ROOP GOV�RING. ��2 2 PLUM81 NG GOD� O� NY 5T,4TE GH�PT�RS 2� �~�"= �"'%�x`°��° F PH I LL I P WELLS �" �. ,�„... � ia eioa 3J60 ' .� ``�`•'C•.� '�'','`�{ 34'i5 WUNNEWETf� RO/�D �2•16d Common I/3 I.5 2. �`{INDO �IGN i'RE�SURE FZATING E-• " �*.•� te 6976 3sao ' RqC52.8.4 51DE�_�.�J..ftSHING. PLASHING A�P,INST A � � nalls at s"o.c. ��4 1.33 WINDOWS NIITHIN 4'-O" Ot" GORNERS SH,0.LL MEET OR EXEED THROUGH 32, THE EL�GTRIG�L GOD� OF NY ,C::� /''��"""D� F �s laas a3zo V�tZTIGAL 51DEWALL 5HALL BE THE STEP-F�ASHING 2o sno asoo m �.i� }�p ��'' 1.25 DE51GN PRESSURE RATING OF 30 Ib/S.F. ALL OTHER t�" �� 'z�C, ��' � �� ?�S NOT�D APPROVED BY� ��BY� � RequiredholddowneapaciNesassumewaflsaresherthedina�ccordaucewith5ectioa ��5.�8.5 OTHER FLASHING. PLASHING �G�INST A ��6 1.21.83 ST�TE, GH�4PTER5 �3 THROUGH 42. .6. WINDOWS 5HALL MEET OR EXGEED DESIGN PRE55URE C> �n i� 7.4.4.2.Forocherµ•e]Is6eethingtypesthetabulntedholddotMncaparitysballbe VERTIGAL FRONT WALL� AS WELL A5 501L $T-AGK� VENT �� •�� RATING OP 25 Ib/S.P. �nultipfiedby�haeppropriateeheethingty�eadjustmentfactovinTable3.17D. / PI�E AND GHIMNEY PLA5HIN6, 5Hf�LL BE AP � �""�" :�� DATE� 06-OS-14 REVISED$Y � � Holddown cepacities ace Wbulated per story.Required holddowv capaciriee ahnll 6e PLIED ��r — `� � iz��ert J. Gruber ,�r�hite�t AGGORDING TO P�SPHALT SHINGLE MANUPA�7vRER'S � �� ummea eom tl�e arory above a the atory bdow. Pidl NTED INSTRUGTIONS. 3�i�,'� - 476 �x re55wa Drive 50. Medford, N.Y. 11763 (631) 654-4�4q �,, �13571 � ti��- D G � -- R��I 51 ON #I I 0-27-I�- �"�,�`� r��+y° � GOVER SH�ET � #�o7a - ��.. .ios, FASTEST MILE TABLE 3.4A RAFTER/CEILING JOIST TOP WFCM WFCM WINDSPEED (MPH) PLATE LATERAL AND SHEAR CONNECTION TABLE 3,4B iio 120 REQUIREMENTS - EXPOSURE C TABLE 3.1 1 WALL SHEATHING ATTACHMENT STRUCTURAL SHEA ING 3 SECOND WIND 110 120 REQUIREMENTS FOR WIND LOADS oR PANE� SIDING GUST SPEED (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) E F E F WALL NUMBER OF 8D COMMON NAILS OR RAFTER HEIGHT �OD BOX NAILS (TOENAILED) REQ'D SPACIN IN EA. RAFT�R/C.J. TO TOP 1 STUD SPACING FOR 8D COMMON SPACING (FEET) PLATE CON�ECTION FASTEST MILE SHEATHING LOCATION (�NCHES O.C.) NAILS (INCHES 0. .) �.2.3,a WINDSPEED (MPH) „ 8 4 4 12 6 12 6 12 � 6 10 4 4 � 110 120 4' EDGE ZONE 16 6 12 6 12 �. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN 24 6 12 6 1� TABLE 3.4. FRAME ROOF NUMBER OF 8D COMMON 2. TABUI.I�TED CONNECTION REQUIREMENTS ASSUME A SPACINC, SPAN NAILS IN EACH END OF 12 6 12 6 12 BUILDING LOCATED IN EXPOSURE C. (INCHE�� (FEET) 1 1/4"x20 GAUGE STRAP''2 3. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO INTERIOR ZONE 16 6 12 6 12 RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND - 24 6 12 6 12 CEILING JOIST SHALL EQUAL OR EX�EED THE TABULATED �2 2 2 NUMBER OF NAILS REQUIRED. 16 2 2 E = NAIL SPACING AT PANEL EDGES (IN.) 4. TO AVOID SPLITTING, NO MORE i i-iAN 2 TOENAI�S SHALL 12 20 2 2 F = NAIL SPACING AT INTERMEDIATE SUPPORTS IMI THE PANEL FIELD (IN.) BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING Z4 Z 3 1. FOR WALL SHEATHING WITHIN 4' OF THE CORNERS, THE 4' PERIMETER EDG ��T�� WHEN FASTENED TO A 2x4 TOP PLATE OR 3 28 2 3 ATTACHMENT REQUIREMENTS SHALL BE USED �Cf�N�,ILS IN EACH SIDE WHEN FASI�ENED TO A 2x6 TOP 32 3 3 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO PLATE. 36 3 3 RAFTER/TRUSS FRAMING MEMBERS WITH G �0.49. FOR FRA�MING MEMBERS WITN - 00.42 6 G< 0.49, THE NAIL SPACWGS SHALL BE REDUCED TO 6 INCHES O.C. 3. FOR EXTERIOR PANEL SIDING, GALVANIZED� BOX NAILS SHALL BE PERMITTED 12 2 2 TO BE SUBSTITUTED FOR COMMON NAILS 16 2 3 4. TABULATED NAIL SPACINGS ASSUME A BUIILDING LOCATED IN EXPOSURE�ABLE 3.5A TOP AND BOTTOM PLATE TO 20 2 3 STUD L�ITERAL CONNECTIONS �OR WIND 16 24 3 3 LOADS - EXPOSURE C 28 3 4 32 3 4 W FC M FASTEST MILE 36 4 4 WINDSPEED (MPH) 3 SECOND WIND 110 120 - TABLE 3.10 i i o �2o GUST SPEED 12 2 3 WALL NUMBER Or 16D 16 2 3 ROOF SHEATHING ATTACHMENT STRUCT. SHEATHING STUD HEIGHT COMMON NAILS OR 40D 20 3 4 , REQUIREMENTS FOR WIND LOADS SPACING BOX NAILS PER STUD 19.2 24 3 4 E F E F (FEET) TO PLATE CCNN. (PL�F2� 28 3 4 32 4 5 { M�AX. NAIL SPACIN 80 � � 36 4 5 SHEATHING LOCATION� RAFTER/TRUSS FOR 8D COMMON _ SPACING (�N oC �IAILS (INCHES 0. .) � 6�� 12 2 3 12 6 1 6 1� 14 2 3 12 3 3 16 3 3 �s 3 4 4' PERIMETER ZONE 16 6 1 6� 6� 18 3 4 24 24 4 5 19.2 6 6 6� 6� 1. PRESCRIPTNE LIMfTS ARE BASED ON ASSUMPTIONS IPJ TABLE A-3.5. 28 4 5 2. TABULATED FRAMING LOADS AND CONNECTION RFOI':"�'„ENTS SHALL 32 5 6 24 63 63 63 63 BE PERMITTED TO BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED 36 5 6 WITHIN 8 FEET OF CORNERS. 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCAED IN - �2 6 �2 6 1 Z EXPOSURE C. PSF). IF q ChiLING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY �S NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATEO NI�MBER OF NAILS SHALL BE INCREASED BY 1 NAI� 1 6 6 1 2 6 �2 AT EACH E_ND OF THE STRAP. INTERIOR ZONE 19.2 6 12 6 �2 24 6 6 6 12 GABLE ENDWALL RAKE OR RAKE TRUSS 63 63 4 4 WITH LOOKOUT BLOCK TABLE 3.9A RAf-TER/C�ING JOIST HLEL JOINT CONNECTION REQUIREMENTS DEAD lOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL=IOPSF GABLE ENDWALL RAKE OR RAKE TRUSS 6 6 6 6 GR(�UND SNOW LOAD = 50 PSF WITHOUT RAKE OVERHANG E = NAIL SPAGING AT PANEL EDGES(IN� ROOF SPAN �FT.� F = NAIL SPfrGING AT INTERMEDIATE SUI°PORTS IN THE PA�NEL FIEL.fl(INJ I. POR ROOP 5FfEATHIN6 WITHIN 4 PEET OP TNE PERIMETER�D6'E OF THE ROOF, INGLUDIN6 4 PEET ON E,4GH 51DE O� �2 24 36 THE ROOF PEAK,TkE 4 POOT PERIMETER ED6E ZONE ATTAGHMENT R�QUIREMENTS SHALL BE USED RAFT E f� R EQ�D # O F 16 D C O M M O N 2. TA9ULATED 12 INGH O.G.NAIL SPAGING �455UMES SkEATNIN6,ATTAGHED TO RAFTERlTRU55 FRAMIN6 MEMBERS WITH 6�0.4a. RAFTER SPACiNG OR 4OD BOX NAILS PER HEEL POR PRAMING MEM8ER5 YVITH 0.4?�G<0.4q,THE NAIL SPAGIlN65 SHALL BE t2EDUGED TO 6 INGHES O.G. SLOPE S. TASULATED 6 INGH O.G.NAIL 5PP�GING A55UME5 SHEATHIN6 PITTAGHED TO RAPTERIfRIJ55 PRAMIN6 MEMBERS WITN 6�0.4q. ��N,� JOINT CONNECTION '•2'',ti,5,6 FOR PRAMIN6 MEMBEfLS WI7N 0.42�6<0.4q,THE NAIL 5PAGIIN65 SHALL BE REDUGED TO 4 INGF+ES O.G. - � 4. TABULATED 4 INGH O.G.Al�41L 5PAGING A55UME5 5HEATHING P�TTAGHED TO RAFTPR/1RU55 FRAMIN6 MEhiBERS WITH 6�0.49. �� 6 1 � .� -7 FOR FRAMING MEM6ER5 WITH 0.42�G<0,4Q,THE NAIL SPAGIING5 5HALL SE REDUGED TO 3 INGHES O.G. 5. TABULATED NAIL SPAGIN65 A55UME A BUILDING LOGATED IN EXP05URE 8 3:�2 � fj 8 15 22 19,2 9 18 27 24 11 22 33 1� 5 9 13 4:12 � �' 6 11 17 19,2 7 14 20 24 9 17 25 �� 4 7 10 5:12 �E> 5 9 14 � SIMPSON CS20x2�4 MIN. 19,2 6 1 1 16 STFilIP O EACH RAFTEFt WTTIi 24 7 14 20 (4) 16D TOENAILS FROM COMMON NNLS RAFTER INTO RIDGE O EACM SIDE OF STRAP 1� 3 5 8 PER TABLE R602.3(1� STFiM MUST EXTEND 12" BEY�OND 7:12 � E� 4 7 10 FASTNER SCHEDULE OR RAFTER FACE ' STRUCTURAL MEMBERS (SEE �TABLE 3.4 12� 5 10 15 TH SIMPSON LSU28 HANG 1� 3 4 6 ROOF RAFTEFt. SEE PLAN 9:12 � E' 3 5 8 1 g,2 3 6 9 2`� 4 8 1 1 �� 3 3 5 12:12 � f� 3 4 6 19,2 3 5 7 2�- � 3 6 9 NOTE 1. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%�% IF NAILS ARE CLINCHED. WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE �12 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN RIDGE IS SUPPORTED BY A CATHEDRAL OR VAULI�ED CEILINGS) SIMPSON LSU28 HANGERS LOADBEARING WALL, HDR, QR kiDGE BEAM DES�GNED TO RESIST THE APPLIED LOADS. 3. WHEN INTERMEDIATE SUppORT OF THE RAFTER IS PROVIDED BY VERTICAI STRUTS OR REQUIRED � EA. RR TO RIDGE OR HIP CONNECTION IN PURLINS TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS ACCORDANCE WITH R�02.3.1 IN ADD. TO STRAPPING. SHALL BE PERMITfED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IS SPAN. 4. EQUIVALENT CONNECTIOPdS ARE REQUIRED FOR CEILING JOIST TO CEIUNG JOIST LAP SPUCES. 5. TABULATED HEEL JOINT CO��NECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEI�ING Af;SEMBLY. R I D G E T E N S I 0 N S T R A P D ETA I L 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTtpM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE q77�C SPACE, NO ATTIC STORAGE IS ASSUMED, ANO THE TABULATED HEE� JOINT CONNECTION REQUIREAAENTS SHAI.� BE INCRFASED BY THE FOLLOWING NOT TO SCALE FACTORS: GLG HGT/ HEEL JOIST RIDG� HGT. GONNEGTION . Hc/Hg �DJUSTM�NT p� rAGTORS � T T ��2 2 1/3 1 .5 1/4 1 .33 1/5 1 .25 1/6 1 .2 1/10 1.1 1 2 STORY �DD I TI ON � DORMER �DD I TI ON �OR ,�+�R�t3 F,��r"�,� PHILLI�' W�LLS �,cs��' �.��''�k'� 34'15 WUNNEWETI� RO/�D �, �Et'� .�'k(�i'f'�,'��n`°•, APPfZOWED BY� oe� � - ``�`'��5. ' sc�� S NOTED �,wrr sY�J.G. a �"_. �"._.! ' � r�nre� O6-O�J-I�{- REVISED BY � �� ;, .. ,' � � r :_�e� i�obert J. Gruber - �r�hitect 4�76 �x resswa Drive 50. Medford, N.Y. 11�163 (631) 654-4Q4q � �F �'�571 D a� 1� R��I 51 ON #I I O-2�i-I�- �� '�"��.��' GO��R �HE�T #I 2 O� � - - .�8, #i3-o-ra � ROC�� GONSTRUGTION 1�00� GONSTRUGTION GONTINUOUS RIDGE VENT GONTINUOUS RIDG� V�NT — 400# ARGHIT�GTURAL ASPHf�LT SHINC�LES (2) I 3/4" X 18" M.L. RIDGE BOARD 400# ARGHITEGTUR/�L ASPH/�LT SHINCCL�S W/ IG� SHI�LD MIN �' �ROM INSID� O� WALL 2x6 GOLLAR 7�E5 � 32" O.G. I^i/ IG� SHIELD MIN 2' FROM INSIDE O� WALL I 3/4" X II-7/8" M.L. RIDCC� BOf�RD OVER 15 # FELT PP�PEIZrJVER �" GDX SHEATHINC-� PROVIDE RIDC-CE STRAPPINC OVER I5 # �ELT P?�PEROVER �" GDX SHEATHINC-� 2x6 GOLLF�R TIES � 32" O.G. " OVER 2x10 ROO� Rf�FTERS � I6" O.G. � T.O. RIDGE OVER 2x10 ROOF Rf��TERS � I6" O.G. PROVIDE RIDG� STRAPPINC� G�I L I N� GONSTRUGTI ON ;;� G�I L I NG GONSTRUGTI ON - TYPIGAL FLUSH BEF�M NOTE: T1'PIGAL PLUSH BEAM NOTE• 12 --- --- �� G.W•B, c'V�R 2X10" GL6. JOISTS USE 51MP5oN-TIE LU5-210 OR �" C�.W.B. OVER 2XI0" GLG. J015T5 USE SiMPSON-TIE LUS-210 OR 8� -- — ---- C�s 16 O.G.w/ R-30 B/iTT INSULF'�TIOf�I APPROV�D EQUAL (FOR 2 X lo BM5) 12 � I6" O.G.W/ R-30 BATT INSULATION APPROVED EQUAL (FOR 2 X 10 BMS) NAILING PER M(=R SF�GS. NAILING PER MFR 5PEG5. �4TTIG ��'�� OVERHANC W/ Ix6 ALUM. 8� __-- - -- --- 12 OVERHANG W/ Ix6 ALUM. (STOI�AGE ONLY) C.OVERED WD. FASGIA W/ IGE SHIELD �ROM EAVES �TT j 'GO�/ER�D WD. �ASG1,4 W/ P�R�'URATED VINYL SO�FIT W/ ED6E TO l� MIN. OF 24" (STo �E oNLY) PERFORf�T�D VINYL SO��IT W/ IGE SHIELD �ROM PREFpRMED l�LUM, CCUTTERS � IN51DE OF EXTERIOR WALL PREFORMED A�LUM. CUTTERS ff EP�VES EDGE TO A MIN. O� 24" INSIDE - DOWNSPOUT RQ05.2.�.1 _ _ �. DOWNSPOUT OF EXTERIOR 'S T L g t � - s ; '�/ , �I'� �� T.O.PLATE i �\�,�c�1 1�� Y x ,��„ 4"VTR. j j 4"VTR. WALL Rq05.2.7.1 , � � � - = / � t i t�- _ � �x�STINC� ROO� STRUGTURE jY -' _p" � L______ � - `` ' � � --1---r---- --- I I I 1 _ � ' � TO BE REMOVED .� < < -� 2, __-�----- I I 2�� - -r--------- --�-- � i -r-------r-------- � ��_,i �XTERIOR W�LL GONSTRUGTION 1 v ` ' z EXTERIOR WA�LL GONSTRUGTION i� �i2" i 2" i i ; ; ' ' 2"� � � �� . GED/�R SNAKE 1 _ _ ` 1 � � I I I/2„ 1 � 1 I/2" I I 2" I I I I I/2" I GEDAR SHAKE � y r -i 2^�� < PROt-`�OSED PROP. � LAV. LAV. � � � -� �`-'�ER � ��2 �wG LAV. � LAV. � PROP. %� H�LL PROP05�D ��VER 'TYV�K' HOUS�WRAP � OVER 'TYVEK' HOUSEWRAp � W • � � y � LAUNDRY,�RM. BEDROOM #i � �� " 4 � MaS��R S� W.I.G. � i i i i i i � i W/ � RI�ID NSULATION BOARD ,�" � � a� � W/ ' RI61D NSULATION BOARD " � � i i � � z � GDX PLYWb SHEATHING, (2) 2x6 TOP � � � � GDX PLYWD SHEATHINC, (2) 2x6 TOP s�+ot^�rt B i � � i , i � � B�.THROOM � � �� PLf�TE, 2x6 r " PLATE, 2x6 STUDS � 16 O.G.. ON 2x6 �� I I/2" " � I I I � �TUDS � 16 O.G.. ON 2x6 � � PLAT� W/ R-la INSULATION 4" ' i � i � �'� � p1_f�TE W/ R-IG INSULATION Q ; c.o. � �/2° � i i i i v2,� SEGOND �LOO}� GONSTRUGTION � � � SEGOND �LODR GONSTRUGTION 4" i ' ' i � .o. � � � � �IN15N �LOOR S��E_GTION BY OWNER OVER � SEGONn FLOOR _ _ i � �INISH �LOOR S�L�GTIoN BY OWNER OVER � i ~ t �` ,, 3/4" PLYWOOD �UBFLOOR OVER 14" T.J.I. � �- � � �� 3/4" PLYWOOD SUBFLOOR OVER 14" T.J.I. �2 � i R�Bb;" a `�� 230 FLOOR .JC�15T5 � I6" O.G. O�/ER �° � T.O. PLATE � � � � � 230 FLOOR J015T5 � 16" O.G. OVER �" i i � 6•I^I•B• W/ BI�IDGINC AS NEG�SSARY G.W.B. W/ BRIDCING AS NEG�SSARY i i � , - -� � �, `--- _J I ---------------- -------- ----- ----- - I 2�-0�� _______ � � ---------- ----- ------------------------- - � �� 2%«y 51LL TOP PL,4TE ON (3) y � z� �XT�RIOR Wf4LL GONSTRUGTION BUILDING- LINE -J'�-"- � ' I ,� r; 2XI:2 HDR. W/ (I) 2X8 BOTTONI �' - �'--' � � � N�W G�D�tR SHAKE �i v2�� i�2�� i �G« 51LL PLP�TE W/ 5/8" DIA. �' ��'' OVER '1YV�K' HOUS�WRAP i � � ANr�}ipR BOLTS � 3'-O" O. G, z �'� yz W/ �" RIGID, NSULATION BOf�RD ,�" i LAV. G � rr rv i � ��2��1 51NK I �ILL 3 TOP GOURSES W/ PROP05ED EXISTING EXISTING , GONGRETE m�� - � GDX PLYWD SHEATHINC�, (2) 2x6 TOP i � ' ` ��.MILY RM. ' � ° KITGHEN DINING RM. � � � PLATE, 2x6 5TUD5 � I6" O.G.. ON 2x6 4��r p,� �4 fl.w. t' ; PLATE W/ R-Iq INSULATION � t V2" �X15TING �XT�RIOR W?�1�1� GONSTRUGTION :,_ au�wi Ne�� s _ � FAMIi:Y ROOM > S�GOND �LOOR GONSTRUGTION NEW GEDAR SHAKE FLOOFt W/ EXISTING � SANITARY SYSTEDM I I/2 `�'�� '" IG . ��VER TYVEK HOUSEWRf�P � LIVIN� RooM PLooR � FIN15H �LOOR SELEGTION BY OWNER O�/ER � -� �"�� ° R�'�ID, NSULATION BOARD ,� � � 3/4" PLYWOOD SUB�LOOR OVER II-7/8" T.J.I. 4°�r AP 4" 4 4 -�---------"------- EXI I GO G T OG -- ��o �L BATT INSULATI ,,., .; ., , , . , , ., ,: ,, ,; , r � B .�� - - _ -_ - - - = - � - - _ - - - � 8 N R� � L K . , .. ,.:�� .��..�,.. i,-;.•� , ., �� ; '�� •'�"�:� � "!"'� "' � � NEGESSfLRY I � X f'LYWD SHEATHINC OVEFZ � �IRST FLOOR 00 O 5T � �� BRIDGING �' � S P " WD ME 1, -G�� ; , ,� . � �•��i,/,ii / % :i � � � ` i:i,�i•, - - - - - - - - , �; ��i' ; ...�i i -i�;'i i � A5 � . \.\'\'\,�� ,�;:; �... � � �'.\.�'�;, ,� \ \ . �.; ,.j/ j/j/�:�;,:%j/;i / , �. .?,%�%�%,j%�%/',/./� 6, :�:�;-�� .� ��.��;,�:. � ;. � ��<� � �OUND�TIC�N GONSTRUGTION �� (2) 2X6 AGQ SILL PLP�TE W 5 8 r ��`'\ i� '�Y��j>ii,%`, ,,,._ . , .' i ��-'��%i��; ., ' / / �� , ��i'�,'�/.\/\% ��\ �/';,:`+/\/\% .�\�\i\\✓\` \� :. ' `� �\�� n 'i� i n / /�;;•,i�y 4 , , /, / �;� , E=>CIST. 8 P.G. FOUNDATION DIA STL. ANGHOR BOLTS � 3-O �� I �� I �� . .. ��i��i�%�%i /�:��'�� • ��',; �/�//<i; ,,�,/,%�, `� . , Q `�/�� W�l_L ON EXIST. P.G. �OOTINC O.G. MAX, GONT. TERMITE SHIELD �. /�/ . /i'/ /\,,.•�� ,� . , . , ' . �/'/ %�'�%-�i� �. ;/ ''.i:,�' '�� '\' ��.,��,�.;�i-/%.��/ `:>•,.� : . � � :/��. . . '� � ./, ;�j;�j'\::�`�:�.. , . . ;, `//j.�;�i,�?':��,�.� � �, ` ;%i; ` ON UNDISTURBED 501L .. OVER SILL SEAL i i'�%'�% i� � . � � �%'�/ /%i / �` i' %%-% � . i. �. � �� . . ' . . , PROP05�D T ON / ,�• :..�::� ` �� • � �'. , ` � \ 8" POURED GONG. �OUNDA I �� j /j,j.//'! /%.: \�\.�\�..��..�.� j • '!/�/�':'/,i.%�..//�\ \\ \ ; � EXISTINC 4" GONGRETE SLAB • GELL�4R .,�;�� n ii NOT TO SGAL� � " � �� '�� ' � . '�,� � � " ' ; , \ WALL ON 16 xl2 POURED \ . � ,\��\�, \ ��% %i�%'!j��' ��\.�\.`�:�.��.�� ,' ,�'% %'.%"%/'/.j/ ' �i ;�� ,� ., �� \ \ / _ ,, /.' /./// . � , � � • ��\�\. GONG. �TG. ON UNDIST. 501L �;/j,�/✓��; �% / %• `�,�\.�.\ . � , ` . \'.!" -'///"/'�'i' !-�" '\ •;. � � � ,� \ \ • > '%.,� / ., ', �� i� /,� /i �'., i � ,.��\ \`\\�.\�,� � i�` /'i //.% .� ! % , '� ��` \��' \. > �� ' .'% �'% . `�\ . \ \. .,�...\ i/�;-j j,j,/: � �-� '�� % / %./;;,j/, �i i ,. \ i/ : . ;•. \ ..;. ,. .. , , , , , , • . . � \.\�::'�.�� ., , , , , , „ - . . .�\'�\�\;\•�"\"��;�"�.��.": , . , . . ,\ �i .� . . :�..� .\ � � . .,\\\; \ . . � , . � � \�.� � . \�\� � I � �'' � ` � �.` : NEI�1 4" P.G. SLAB REIN�. W/ ��a�� l� ii�ii ;.i.;�,�'%; . '�' � bxb-WI.4xWl.4 W.W.M. ON WELL �� ,��;�^ r,:�:-i , . • ,. ; . . , _.__ , ,./, . , , GOMPAGTED POROUS �ILL %:,� •i. ;\ z.�•� °\ '\ \ ; . .;�,.:�;�,��... , �u: �. SGALE� I/4"=1'-O" ' ' �.;� ?�;' �, . � . , � ;�"�':�.: ' ,, , . . , , i ,i . �' \;<,' '' ' .. \ �. %.'/ �'i� �,%��' , . . \.'`. . . . . � ; ' .%• . \�\;`,i � � �. , , , , . . ., / /\ � .��\� :`\� �\' . . . , . ./%,/% ,. ./, • \/ \�\. ,\,\ \ \\ , . /'i . . ,� /i7 , , . . . . . . . � . . , . ,. .. , / :"%i� ��,,r �I ,v�� l II�II C� C�� l� SGALE� I/4"=1'-O" 51'-4" IS�_�° I, __--- 27'-4" 6'-0" � - - • BEDROOM WIF�DOW� ;_� GONFORM WI7H E6RE55 5'-6" 'I'-O" 5'-6" R�GULATIONS Cf= P�'• b° � � 6'-O" � 6" 4"x4" AGG2. POST ON 6ALV. • STAIRWAY ILLUMit�l,"t�1i�N R303.6 � METAL"B�SE GAP 5ET INTO • STAIRS, LANDIhlGS, RA.�LS 6 GUARDS P�5 PER 12" DIA. POURED GONG. R311 � R312 ('-----�'-----------�1 � �� • f=1REBLOGKINC� R602..� l�_ FOOTINC�, 3-D E3ELOW r-----------------� GRADE MIN. ON UNDIST. • DRA�TSTOPF'IfdG RSO;?!.12 (5EE PG D2) SOIL, (2) TYPIGAL. • �LOOR DIAPHRF�GM BI�P�GING 3.3.5 W�GM � �' �,= Xf> i3UR_AGQ�"' �� ; OUT5IDE LIG-HTIPJC� RE3803.3 �------------------ �t -,�� -�� 2 X6 p.T. LEDCCER BOARD - W/ (2) 5/8" DIA. X 5 LONG ��✓ � � _ � F�LL WORK TO GOMPI_r" I�dITH 2O10 NY5 �GGG Q � i � ` �� HEAVY DUTY GAL. LAG BOL'i"S GG __ I � - � I • ALL WORK TO GOMPi_f WITH R324 m ry � � � I6" O.G. INTO RIM BO �j A � � � ( — - - - - � - - - - - — ROVIDE UNDE PINING � � I I � %/ji%% i/ /i'ii " 'i �/ i � ',i% ''.i,%%/% '� %/ !%/%i / j O� EXISTING FO ING � '� NOTE: ,/,,/� /%//,,/%/%//'//�%%///ii//,� ,. �,�/� /, i�/�//,%% � % I A5 NEEDED OF: V.I . SOIL I I I � � g I i;, j' T' PROVID� HARD WIR�D 5 / � - - - - - - - - - - - - - �� 2X - -� � �� , GONDITIONS IN rNE PIELD � I I � SMOKE DETEGTORS w/ BATTERY BAGK-UP IN: �� -/ � 2x8AGQ I � Im � - - - - - - � I I I I � � � I I6 o.c. � � I � � � � � I. E�GH SLEEPING ROOM � � N 8" P.G. FOUNDATION -:� � � L � �- WALL ON 16"XI2" P.G. j - - - - - - - - - - - - - - - - -- - - - - - - J L - - - - � � 2. OUT5IDE O� EAGH SEF'ARATE SLEEPING � � �OOTINC� ON UNDISTURB�D . �I t�, AREA IN THE IMMEDIATE VIGINITY OF �% - I THE BEDROOMS (6�NERALLY TH� HALLWAY) . _�. - - - - - - - - - - - - - - - - - - - - - -- - ml m 901L I %�i - D ILL � GROUT � � � �'% �I IN REB �Ml.l_ EXIST. 8" f'.G. ( 3. EVERY LEVEL O� DW�LLING I I SUNHOUS� BASEM�NT ;n � � i I � "'� �O U N D A T I O N � �% WINDOW WELL ENGL05URE -' � a/ i I � a' O.G. V E R T I G A L L �� (�I R ST F LOO R, � S�GO NI� �LOO R) � I O R A P P R O V E D E Q U A L. �� %� I � (2) LOGATIONS TYP. WALL ON EXIST. P.G. t' � �/ � �%i I�_ �OOT I N6 I I � j INST,4LL AS P�R (�� I �� ALIGH NEW ON UNDISTURBED 501L � I I j I MANU�,4GTURER SPEGS I� � i � �AMILY ROOM I . � % I (3 TYPIGAL) � �j i I� �LOOR W/ EXISTINC � TYPIGAL �LUSH BEF�M N!7TE: % I �j i� L I�/I N G R O O M �L O O R I I U S� 5 1 M P S O N-T I� L U 5 2 1 G �R � j � „ I � � 3'-l0" � �; II-7/8 TJI I10 SERIES � ;� EX15T. 8" P.G. FOUNDATION ' � APPROVED EQUAL (FOR 2 X 10 BM5). % �.J. � 16" O.G. �� !% � , L�/��- � NAILINC� PER M�R SPEc;S. I % I 1 j i - - - WP�LL O.� �XIST. P.G. �00 I NG I � � '��;�� i�i TO BE REMOVED I % � . �� /!%//ii��/�% � I Q O I % I d; � G��L�� AB - � /i i v� % I � TYPIG,4L �LUSH BEAM NOTE: ,- i/, 4 P O U R�D G O N G R�T E 5 f� i ,/ � U S� S I M P S O N-T I E L U 5 2 8 �R c�v `fl � j � c��+ REIN�. W/ bx6-WI.4 X WI.4 W.W.M. � � r -t % � �X�S ��G , � � '; APPROVED EQUAL (FOR 2 X 8 BMS). I % I ON 6 MIL. V/�POR BARRIER ON � ( i T ____t � I UNE GP��/,4T�D J . I I O N A I L I N G P E R M�R S P E G�. j � �� W E L L G O M P A G T E D P O R D U S F I L L i i �-- � t % I � ( �L l�i��►s.� t I 1�' � / b I'i-O 4 7 �-2°_ �i �X I S . P O U R E D � � � -{ j. � GO RETE SLAB � � PROVID� 36" H16H I j I , �i i �T---- % I � � � RRILINCC W/ SPINDL�S � j � m � ' j � _; ,/ I � SPAG�D SO A5 NOT TO L E � E N D 8 P.G. �OUNDATION O _� i i % � � ALLOW PA55AGE O� I �� I �ALL G o "U 2" PTU E G� � i i % � I 4 (102MM) DIA. SPHEIz� % � oIL S O i j � NEW STAIR w/ MftiX. P/` � � AS P�R R1�312.2 " �� j I bYa'� RI � MIN. q' Tr .�..�--~`� I � II-�i/8 TJI I10 SERIES i i -�---' �I F.J. � 16 O.G. I I I I � � I PROVICE UND�RPINING I I �� j T UP � i % OF EXISTING FOOTINC HOLD DOI�I LOGATI.,NS / / NEW �OUNDATION WALL -I IN ' ' � % I �' �/��/ - x i i � � � AS NEEi�ED OR V.I.F. SDIL � A5 P�R I�GM 2C�1 ml � '-8° 14 I � j �3�-10" I j I 8�� GONDIT!ONS IN THE PIELD � I EDITION i� �� i� - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -� I SEGTION3.4 �XTERIOR - - - � SHEf�R r' I � I �� ` �%//��/�//�� —� �XISTING �OUNDATION WALL `� i 8° � I6'-8" Q 8�� - �� - - - - - - - - - - - - - - - - - - _)— WALL TYPE i I �TYP) ---�--- � %� - - - - - - - - - - - - - - - - - �� _� -o �X15TIN6 - - - - - - - - - - - -- - -------- � %i�'i%//%��,/� /�//,;�;�� %"�%%�!�%//%;;'%%'///��i%/��%�� UNEXG��/?�T�D � a S�GTION MARK a •_•___ � — s - - - - - - - - - - - - - - - - - - Q � 3'-10 EXIST. POUR�D - GONGRETE SLAB � }-I��D�R SGH�DUL� DRILL � C�ROUT" IN �5 REBAR DOWEL� ALL M,4T�RIAL �OR WOOD FRf�MIN6 � 8" O.G. VERTIGAL 6�� HAVE A MINIMUM fb O� t�50 P.5.1. � (2) LOGATIONS T't'P. - 15'-q" 3 2 STORY �DDITION � DORMER f�DDITION �C�R � NOMINAL LUMBER SIZE: SPANS: �� pH I LL I i� W�LLS IS'-0" 33'-4" � p' (2) 2x8 Up TO 4'-O" � w. " � .�'.�',:. �, d""''r_� rt_ .'. < , „ , „ -�-°��'' "^� 3475 WUNNEWET�4 ROAD - - (2) 2x10 4-O TO 6-O �.44, �� `�� P� ��` ' `�`�. SGAL�� ,5 NOTED �wN e,-�J.G. � CjI�-�.° �2� 2XI2 F7�-O° TO FS�-O° ca ��.�' �r`,�; •`s'i . APPROVED BY� - - P05TS SHALL B� 4x6 (NOMIN,+�L) �' �rn �'' r'� � pATE� 06-OS-14 REVISED BY � UNLE55 OTHERWISE NOTED �. �-. �� I �� *NOTE: I�LL 51ZE5 GALL.ED OUT ON ANY OF � � � �� obert J. C�ruber — ��'G�11tGGt - THE �OLLOWIN� DRAWINC�S WILL SUPERSEDE � � TH� SGHEDULE 476 EX re5swa Drive 50. Medford, N.Y, 11�163 (631) 654-4q4a SGALE: I/4"=I'-O" ^��''� ��1 � DRAWI G NUMBER� ��°r��` .��' ��UND?�TION PLl�N � SEGTIDNS � � 0� � f i��YISION #I 10-2i--I� �'��?�`"' � PLUMBING R15ER DI�GR�M �oB, # 0 i 13-078 ie�-o° q'-O" Q'-O" 33'-4" AS P�R BGNYS R312.1 , „ JLOTE_ GUf�RDS NOT REQUIRED WHEN b�� • BEI7RODM !^IINDOWS TO GO�IFORM WITH EGRE55 RAISED SURFAGE IS LE55 THAN RE6ULATIONS OF R310 30 A.A.G. • STAIRWAY ILLUMINATION R303.6 �� L ��(��--� PROVIDE �" TYPE "X° - • STAIRS, LANDIN65, RAILS � GUARDS A5 PER v ' �IRE RATED GYPSUM R311 & R312 5'-2" • �IREBLOGKING R602.8 z / � BOARD OVER - • DRAFTSTOPPINC R502.12 (5EE PG D2) /---�,.,,� ��'^�_--. -.._s � C�ARA6E AREA � r �/� �' AS�.PER NYS,_R30q ' � _ • FLOOR DIAPHRA6M BRAGIN6 3.3.5 W(=GM PWH6o8oPALR ExI5TIN6 " ��-� ^ � � Ex15Tll_I� Q • OUTSIDE LIC�HTINC P,E3803.3 ji///',////./"/%i%%///./,/%//// %////%/%/,2%/;//%i;,;/////'/j pl�� - ��.- � • ALL WORK TO GOMPLY WITH 2O10 NY5 EGGG ��OM-' • ALL WORK TO GOMPLY WITH R324 ''�,- .. ' � a � _ _B�►,_—� � � �_ B � , � �J � , r � �3 ---- - ------ -- - s ;' _ i--�- --- - --�,------- --- - - ---------- j -� j , m 2-0' GANTILEVER - \ 4 14" TJI 230 SERIES �" j Q NOTE: i i • • � • ' i I � EXISTING ExI5TIN6 � Q PROVIDE HARD WIRED j � ry SMOKE DETEGTOiZS w/ BATTERY BAGK-UP IN: � I � _ � I STRAPPINC� w/ — _ '�� Z - — - � 4 8d NAILS o � \ � � I. EAGH SLEEPIN6 ROOM � �EA. END � R.R. N 4 6'-II" I � �PULL WIDTH N X w [X ' I u'S � � - � j 2"�CjBLOGKING z � I o u� . _ 2. OUT5IDE O� EAGH SEPARATE SL��PING � m Iw `� � �X15TING MODIFIEI7 f`�REA IN TFfE IMMEDIATE VIGINITY OF � j i � � j � � /� I � KITGHEN _ I/2 BP�TH � � TFIE BEDROOMS (GENERALLY THE HALLWAY) � � w � � I¢ � ��E X I S T I N G � �� f8l'H° � o , ,_ = � � �`� 3. E�/E R'Y L E V E L O F D W E L L I N C � � i i j i � ! �=� - LIVING RM. - � - � � � � , x , �� o / (F I R S T �=L O O R, � S E G O N D F L O O W I � DRILL 2" DIA. INTo RODF j d" . �✓..... � b_�y � 4- �;,6 C� � � a,, i n � j � � I � D E G K F O R S T R A P P I N G I N S T L. , PRC.NIDE (� �� . �� PRCT/IDE � 'r.....,, a � � ,. �47 HF�aVY GUTY _ _.--_ — ....,--- .�NI r- j I � I I R.R. B�OW EW _..r- . ... __ _. / I-IEJ�VY W1Y � I O � "`_...�_..._ .. _---`" � � I I '/ j ��'Q'�T� m _I/2" xl4_APB HEADER �'�T� U � � NEW R.R.SET w/ � � i � � V � _. ._ � � �--�------=---=-- � � � � TYPIGAL �LUSH BEAM NOTE: _ lod� i i � i � O Q i I - � USE 51MPSON-TIE LU5210 OR TOE NAILS I � I � � � � NOTED GONT. BLOGKING � SPIKED TO R.R.s ' i 4 PROP05ED O i ' i� �_ APPROV�D �QUAL (�OR 2 X 10 BMS). i � � � � jN �P�MILY RM. G� ; � i - w ry Q NAILINC F'ER M�R SPEGS. i i i i � i � i q�-4�� 5D O � � il w • - ��,fj � -��'.. � i i i i i � i ALIGN NEW � EX. / G.H. � % II� �1 . % � ' _�,/ — � � � � R.f2. A5 SHOWN � � � i p � �� , � 2�_ u' �,��''�r � TYPIG,4L �LUSH BEAM NOTE: � t i i % � i lW N — �'r�� USE 51MP50N-TIE LU528 OR PLAN VIEW � � j % 14" TJI 230 SERIES ' � z � APPROVED EQUAL (�OR 2 X 8 BM5). � 1� NEW STAIR w/MAX. � p , y ,` I , . . p . . � � Q � • � �1QTE: 51MILAR � 'SHED' �.I i O �,6 � NAILING PER M�R SPEGS. � � �' '- � °- 8Ya" RI � MIN. q" Tr % i, II. �O 5D ' ROOF, R.R. IN LINE I � i � I % o i i X EXISTING - 6� PROP05ED PRO�(IDE 36" HIC-�H �+ % ��'v- �N� RM. OF�IGE RAILINC W/ SPINDLES � � �(,(fv(t� 8'-t3�� c�� 8'-8" u SPf�G�D SO A5 NOT TO I L�YO�� 00� D�T�rIL � �, i I� z (� i �-I H, G.H. r= scn�� irl^=r-o• _ � P ' ii. . _� a N ALLOW PASSACE O� o ; � �i � 23=4". --`: �-,.� 4" ; q'-D" � 4"(102MM) DIA. SPHERE � 5� �� - A5 PER RR312.2 x ,, — - - — - � `� � � �'' - , � � m � � O 2" X 10"�lHD� _ � i 6" 17'-O° 6° j -�� - _ _ -- i FIOLD DOI�W LOGf'�TIONS % , — 6 —EXT5�11� EXISTING � EXIS7ING � O �5 f'ER I�GM 2001 i s� �3) 2"X 10" HDR. % � �---------- ----------------� -� EDITION ,, �/';, ,, � ;, ,,/r/, � u I'-o"GANTILEVER SEGTION 3.4 EXT�ERIOR � *3052 2'-'3052 *3052 � � �X15TING � � 2"x 6" �OR R.R. � .J. LEDGER BOARD �� " = PORGH � = EXISTINC� 4 SEGURED w/(2 /8° DIA x 5° LONG � � � � GOLUMNS � HEAVY DUTY C�AL. AC� BOLTS � 16" l^If�LL �T1PE II (T1T�) � O.G. 8 METAL JOI HANCCERS BY EXIST. HDR. 'SIMP50N' (OR UAL) - —fl- - - - - 6° � � - �-i��-q 18�_�� HEP�DER SGH�DUL� ALL M�TERIAL �OR WOOD �RAMINCC 3'-9" 5'-3" 5'-3" 3'-Q" �� I-IAVE A MINIMUM fb OF 850 P.5.1. - _ ,\ !;� ' IS'-O" 33' 4" NOMINAL LUMBER SIZE: 5PAN5: - _ (2) 2x8 UP TO 4'-O" 51'-4" (2) 2x10 4'-O" TO 6'-O" - -- - (2) 2x12 6'-O" TO 8'-O" �� I ��T ��O� �� I °► U�ESS O HERW SE NOTED I NALJ _� _ EXISTINC FIRST �LOOR AR�F�: �22 SQ. �T. '�NOTE: ALL 51ZE5 GALLED OUT ON ANY O� SGALE: I/4"=1'-G�" � PROP05ED �IRST �LOOR AREA: 458 SQ. FT. ' THE �OLLOWIN� DRAWIN65 WILL SUPERSEDE THE SGHEDUL� �.-� �, �`�' � �`� '-o° - 33'-4" q'_0�� i� q�-0" 4'-2" � 10'-4" II'-3" 7'-7" �----------------- --- ----------- -----------------, (3) 2X4 �-� � `� 1 EMPERED GLA � � 1�7. P05T ' i i %% i'i' -%/%i�i//i/�/,%//i/;'�; %/�ii,'"�/ii%%%%%�;%/,%//%i�.% � - � _�_ % \ A'3) 2�� ;. 4�_8�� c -�-- -------------------_------- ----------------------------- -------------_----- -� i � ; � % �o \ 2032 B' i 2032 .304{� +30� � I i % � ' � //iii �,�;�; � i i �� i��„ �. � �" XP .R. ; . . %'/i/i � ❑ �/./��/,/'%��////.:ii//'�,.i%, '//%,':';%j: iZ:'"s%%//i;'//'. �i / //'ii:' // '/�i; %/i/ � 4 /i ! i 7 ii;,, ii�;;'r7� ii i�� i�i;�i � � � � . . � % N PROP. �Q- � Q J ( \ . ,.Q ; i � � (n � i I i i ?.f,. 12�_�" PROP. �� T' W.I.G. �8 � �� ; � ° �10'- '� \�4�� 2�_p��4�� m q'-0�� 6�� 'i i ' /�q� __ ;, i ' i ; � \� iBATHR00 v�,w ' � ,;, PROP. �° � o PROP05�D ' � � ; � _ � ,- �xio c.�. 8-o° a x ;LP�UN Y o � �„ �3�TH 8�� . BEDROOM 3 `- � � ' I ,. � in G.H � N RM � a � 8'-O" � I ' , � � + �� ; � ; . � : o o , , �- � N ( o� +I-� U �y � �- ,y� � �6 ; G L. �F1- �H ,. � � % � ``' � � �'/.: %�:/s%i//,vn �i,i7/�U/2; �•//// i�'/,/r/ci//.�r�LOG��•, i�.U�/i.n�7i,.;�,v iv.�.,,i,�,n.i:�ir�:'-�i � „i,i., ,i-•i, v � � . . O i j 'P RG '. . ,,,.,,,:,,.;, - ,,., . .. _ >;. i I j,io.�� rii��i iiiiii.;,,�iiiir ii , iia�,,r�%,r.,, i '�------ --- -� INSTA�� W/kSHING aJ O � i; � �t I �/ - MAGHIN� IN A f`IB�RGLA55 % � � '' �- �PROP ED 2) 2X4 ��. -1�? ? O � 5D ; i `�' � PAN w/ 2° DIA DRAIN ;� FRqMEp v GO 66 , I I � � I MP�'STEhG'� I �/ t�l � -- • F'�T l0� (DIREGT TO EXTERIOR w/ � IATTIG �O � ; L E G E f�l D � � i B M I �j� INSEGT SGREEN Q GHEGK �A GGE55 J X -. �� S D O � � d� i . Y 5 D � � f Y VALVE;EXHAUST VENTING N � 68 I � � N p I II"—O" � � � � 11� �`^ „z;��,��;i,•�.;� ;�„i,,,,i,,,; �-- � `� ` \ - - `L` - T-r_�i -� �-�-- z z s- -L�; �� 4 � - � �� T.O.RID6E ,..�'�_... � s_ ----= -- ,_�-' -- - -- --- - - _- - - -- -- --- --- --- - --_— --- - ------- -- - -- - -- --- - -- --- -- - -- - - --- - r J � -- -- - ---- - --- ------ - --- - - - ----- ------ - - -----_ ------ -- -------- - _ --_ - -- - -- - -- ----- --------- --- - --- --_"- -- --- - - -- --------- -- 1 - ------- - ---- - - -- -- - --- -_ ---- - -------- --- - - i -�- -- - - - -T- --- ------ ----- ----- _ - -_ -_'- -- - ---=--- _-- _-_------- __--__-._----..-- ----- - --- ------- --- -- - ----- - - -- ---- --- -- - - - --- -__ - - --. ..- - - --- ---- - --- - --- _-`�.__ - - - URAL � �_ -- L. _ - -- - - ' ----- ----- _ ^ -- ---- ---- --- _ _� -- -- - -= -------- - � — -- --- ------ - - -- ---- - -_-- - --� - ---- - - - --- - - - - ==i /�RGHIT�GT -- ------ - --------- --- --- _ _I 1fJ _ - - - -- ---- - -- - --- --- =—--- - - _ --- --- - --- ---_ - -- -- - -- - - - -- - ------ ------ ---- - --- - - - 5H I N�LES - -- - - - - - - - --- - ---- _--- - --- - -- - ---- -- - --- - - - -- ------ - --------- -- - - - - - -- - -- - -- -- - - - ---- -- -_-��----- =- --- ___---- -- -__-_--- ---= _ - ------- - --_-- - - - ---- -- -- �- — - �- -- - --- -- - --- -- -- ------ - - ---- - . .._ -- --- _ - - ` _ _ _ � --- - � - - - -- - ¶ - - - - - - ---- ---� ---- ---------- -----=- - - - -- — - -- __ _ � _ �[` ' JI - -- -- --- -;� ----- ---- ------ ----- .. - - II� - - Irll_ -- � - __-_—_ _ rz I2 -� N T ____ ______ = 12= _ ,� � -- -- - - - - - --=------------- --12--- _- , _��J� -- - - - --- - r�,� __- _8 - _ f Il I I I_ _ 7f�1 � 1 -��j➢ , �� _�� — - --- -y -- _I i� IL � ��. -�f _ �p� I��p� . _ a— _ _� � � �� . � _�� — _ — a — - -- --.- _ -r- --_ --- 1 _w_d �� - r �-�_ —__ � - —�- T-T - - - - - -- _ ii Q1 � --� - - - - --- _ �-g � � -_ --�-� - - - ��. �i � 1 T J�� A � I _ -_ -- 8 -- --- -- - ------ - �---- -- _- - �� _ 1 � a -_--- --- ,� ��L - -L_ .��I l�il J[ - � 1L�TL J�"i� , � � - - -�_ .,� � --- - - - - - - - - -- -- --- - ,, \ ,_ _ -- ---`-—_-_ _--- - -_ _ -- — — _� � �_� r� �� _ �-�- v=_ ,=1_; — � � �°-�� - 1 x i�_' _ _—-- — — F - �L � - - -� _ � �� — �__ —_�_._ _�-- _—�_�.. -- � �_� «_ � .. � � ��_ � �� - - - � �� , � — � � � �_ � -i� �� —_ _ — — — „ � ��- i � �.� �__��-_�� -- � �� _� T � � � � �. � � � - � � % ' � 7u _ - - _ � � �_i� �_�-� i �i �_�_ � _a� � � , �_� _ _._�� t _ -�� '� �� -'�-t�� _t� �r_ - � r ' J - - /.- - -_ ---- ��_�If�_ �.� g�_�1f�_ �_I �__ J�� _�.�P� �-� �-� �__ � �_ II - �_r-J �� _ p � ��!� ilJi � �J�=i�-r-' - . � �� _ �l� � U � � 6 ��45G I A �l�l_ � � L_ _� �� - , � _ r T p � - T - �L - __ �� _ Il h li II Ll JI L I_II� li II J_ I _ II_J.J� ll i 11 �I II_I p IL_I__1 I�1 I iL-A-ll il N H I �JL _ �--� IL�,I '._ � �_�_ � � �J_ ^ _�_� Ji �� '_Jl _ _ J � �-11 � � _ _ - --- .�,I, II - R - -- A � �-� � _ � ��r �� R u � ��`��-� � � r r� ��- � �1L ��I 1�JI 1 7 �_ � ¶� a � �-P ��_��__1L�B �L1=� � � _ � _ "� =?�� ](� -__ _ 1 �f - - - --- - - -- - - � =- -- II-11. ��_ f � �_ _ -- -- -- -- - D. � �_ �_ 1_�� i'-O" OVERHA�NG Tl'P. �� _- � �L _ -' _ � ' fl !-�u - - -- -- - - - - - -- -- I - - _1[�� i - _�l �-_� _�' ' _ I_ 1 �_ �p�_l J � 1 . J ➢ -�_ � ----------- i - IL_ICh ��f_lf 1f�I��_ -� - --� � � T_ ri ,� lf _ L �i ��! �1_ _ _I T�'`�1 - - -'i �- _ � _ _ _ �I � �L_N � IL l D.IL � __ �_ A �_ .� - L NEI^I GEDAR 5!-IAKES i� _ ��. TI Alf_ � .� � l� _ " � 8 i-_� p�-�' - . 1 �---_. _ a-g _ lf� � I �1L� __ g-- -- --- _�JI_� _Q �� -1 ��- - -I_ _I _ 1_ - --� ,�__�_ --T--- � I �� _ �-1f-�1 - - - - ---- -- - - - - _ - � - � -- ---- --- � _��f_ IL� ��F l��_ �[ _ I � - �_1L �_ �-T-� ��l �� - I � ��__� � T�l-- _ �I � , � _ VINYL GLftD WOOD 1 � � �, N � � f � � r �� _ lf➢ � I -- - � l�� 1L � � R �� -- i 1�=z_-, � I `��`T_pJ , �_��_ „� � '��. � � � � ` �1 - i� --- --- -- - :➢��1� �� _II_ �__.----- - = p�,��_N_�� wiN�ows � ��7�LA _��„ �� _ I � -_-_---� ��L.- - ,� � _ �,_ ---- � I ll_�� -- �^ _R_�I�_ fl�fll- -N � 4 _��_ - -- � �- � '- �, VINYL SHUTTERS IL. ,lf _a_��f_ ��I]� p�-11-11 - ' --- L s ,�_�11 I�ry f _ � � _ � J � NJ N __�� , - -- _ R� � _�u _ �L_w_ ._�U B __I Il L_ _4_J_]� II I_ �_ I�I -�-I- -'-- �� _i�_�_9 _ _l � _ �...)�_T�. �_ 1_�_ � � , -- � � _ �L1 J �f_ _ (U Il -� L _ �- - I_ 1L Jl J i N IIJ� _ R � � �� 11��_ �_� _ � _ �� lf._(l ��I �_ I_If. i;_, _ -� ' I� II �l II ll ILl II _N_L � [� fl ➢ �11 �� 1 II L�� &fl�i � I�I -� -�� . �LP _ � II �� N._��__ IlJ T �I� -� - 4 11 lf 1r A lf If1f �' i � - � �_ ° S`� ' ' � CY �� - - - - - - .- � ,�� . ��I .� ��]f � ��_ JL 1�1� �_�� .�_ �� I � �.-� -- 7 �2 ,R- I 1� � 7 � � ��- - � �-L�� '� � �_ - � !T � - --- -- ---- --_-_,,� �.�_T_I�1_ �_I� I N �f��_�� 4_f_ i�_�_1�._IU_ �_l �_l��I � � A _ 1:_�, - � - ��- - - _� _t _�� - I - - ------- - ' -� � l� A �I< <_A.� �_ .�_]! � �_�1[_ �JI �_._�J� �._II �_ 1L11 � �_l��.�_J�� Ll 6 N_� _ _I� ][�_� �� . � � - - -- - -- _ -��-- p ��_�� N lL � � iL� �[_ ��L� �_�_ �A�_ _D ��_ � � JI_�l � r � �1L� 1� T L i� �_ � � � � 1 � - - - ---=---= 1� ll� _ � �-��. J�� - Ir�" fl��T� Jf � �J- � ��.�_� ,T- _' ��1� '--��,- - . _. �� - J 1 � - 1�� -� - -� _ -- � � � 1[� � = - - - - � �_ � �� „_„ ,� _ �._� ,�. �,_� - - �-�� - - � -� � _ � I 7�. RJ' IL lUl�f_ �� l[ iL - _ I� � _ � _ - -- _ _--- -----_ ---= � � � _�[� _ � � D_��_ � �iL_`II p��A w �� [1`�,D R P�� , „�� - -' � _ �[ _ 1 � ��L _B_ V � L � -- - - - -- - -- I � � � � N �� lU �T J�_i 1 � � ��q 1 T_ � �[ �T�__� � _�_I.¶� ..pP_I.p�_8 _ �� _� lf � �L[ 1[ �L _ �I � � �_, p tf p p .J r _ J[ J II � � _ILJI_�� .JITI��UI�NT�Jt � �_ I N 1t - _� ---. �� ll ��N_-�__II� � _II._ll q.__ILP_ � I �.� � � I � I_ _ �� _ � . . 1�_ _ L �_I_ � �I I� �L �� i��LL� �l� � il. TI�_.�P �[ �ll__�. G�_ ..n p �_� i - - -r_ �� I _ __ _� � � j fl � - - � �i _JL^1 �� —II�_ ";��°:�� i��rr_�� _ �— ,�'��a��_� �� -, � - —1�11-- � —JI�JI__ �'�¶- �«�;�T �U_ ;'�r _ � - -�- � - - � -� - -- - p �i �� i��¶J ��1 I� � r �'�n � � o i o -I ��. �"i" � ---- -- �.L Q � _- 0 � � _ - - - - - --- - - -- - l[ , .. . _ ._,. .-�--- - �X15TING [ �� (� _ �r �� . �� _ � ��_ 1 - �. P I�. �� a l__lU�� fl. � �. �i��-� i- � I k I _IL�1 _�_N.L . � � STRUGTURAL � - - � � � �L l� � I— � � � � �_ _fl �r�_ ��1� �_� �� n__�� _ �� I�� _n_ � � � �l� � � _JL_J�- U� �� . _ t � � T ��: , P05T �� , r-r- ,�� -�� r � � � a � � i � � �� --- _ — —I —II--II— — I I ,� ii � -�_� —1 --1� ll - ll � I—I - 1 II � �ll= A _ �. �_l�P_-gJf� _��-� 1 T 1� � �-� 1 z_ � �i1L.__ i, 1�� r - � -- - - - � ---� � A �7I 0 � p ]C�� _� JL� _ � ��_ �� _-1(�- � - R 1L � �Il A �L' I_ � � � Ji � T '�` �- Q o p g r I� 7 ¶ T p q p7 p - ��_�� ¶ -T J Lv a _ _i _iu. i na i_u �, � "— - . � � LJ��I�H_li� `�I �l 1�P_I_rll ii_�0..� ��L�- I --¶ - , —� .II___ I;_�LE_ ii. :LJ U V_��l �� _li_fi �_ _. II _IL Il. li _I_ II_�_ II N�_� II "CZ�L� , - � �l � I� '�L-� �- - - il II.__� li- �� _ � � �� i Il I � u - i - — - — — - - i . . � II I � P � __S 1f a� �� _ _ `�`�'fi��f 1�1L`_`� �� _ � � p�f_ �J[ �_� . �_P�. _�_�� _ I l� ��G_ �TI Il T_� I�� n_ �_��_�� _ ��_� �l�l, �__ z_-,_ � �l � J R 1� `�_`� � � I U I_ � � r s-_� fl -' � _ _ �� I _ � . _�_7�� -Jf II_ �� _ . � ��C� _�_ �_�_l�11�� ➢ J�1_4 l�� -1- �[�_R_�l��i� ll��_�_�� N.��➢J � N ILflJ�_�_�_��h� r s _ -If-IC. ,�II �_ �l ��L __� � �_ � Q �� I 7� . o l�� l._1[_�_' '!� � �I i � , � _i l�.5 PER BGNYS R312.1 -�- 1- -�I_�L-II lf��I T_[-� . _ � l�J � 1 � � � � - - - L'- ��' � � �- -�� - �ll 11_¶ � �._ �A �IJI p_ �_l��_ �� II_ _�_�l' �� l�� l�_��. �_� _�II �� l�_ _r._�; GUARDS NOT REQUIRED WHEI�I �� I � � �. I�� _ �i _�]� _ _I �-� ' - - �L 1(.� (_. _lf�-[J 1-�f_ _ ��N A . _�_ �_ �L�_ _4_�` ll��_ _�. lf�_ 1I711 _ � � R. � II �__�l�ll. ][_�(�_ � �I P_�� _ �L��L r ��_� RAISED SURFAGE IS LE55 T�{qN . _�ry �p� _�_ I�� i_- - �TII I � � �_�f�.➢__l � _L � ��u_ �l�I��J�UI_ �_ ��LL��LI T��1L1�1 _u�lf_JLJ_�_JI I-P-�-L�il � 30 �.�.�. � 1 _ 11J 1�7�_� _�__i_ �_ IL - � _ � �, - ��L�, i IJC �__ � T��___� _ . I GRADE I I I I � I � � � I I � I � � � I I � I � � � I ( � � PROVIDEUNDERPININC � � � - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - J--� �- - - - - - -� - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O� �XISTINC �"OOTING I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � P.SNEEDEDORV.1.�. 501L .- ,-,.--•.--L - - - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - J �- - - - - - - - - - - - - - - - - - - - � GONDITIONS IN THE PIELD I • •`°.�I � ' ' -� �� i ��#fi � I �� T I �1� � � �:�� . ;, �- - -� �= � ��' - - - - - - - - - - - - - - - - - - - - - - - SGf�LE: I/4"=I'-O" L - - - - - - - - - - - - - -- - - - - - - - - - - �-- - - - - - - J �� I I \� I '�� ll �� I � I � s= - SGALE: I/4"=I'-O" . - j -_ �� --�- - ---�- ---- --- _----__-- =_-- ---------__- l�� , �� - =---_ _=___ --_ -_ --------_--___ - - �, -- - ----_- - ------- ----- - - --- - ---- - _r - = u._�_� .� I _ll�l-��_ - -- -- __ - - ----- =- --- - -- --_ ----- - - �__ - - y..� - -- -- - - - -- -- _ - - -- --- ... --- ---- - -- ------ --- - - -- - - - - - - - -- --- ------ - - -� -- -- -- - - - - - I � � � � � �.� � --- - - n r --- - - -- -- -- -- - �� ------ ---- - -- ----- -------------- - -- ------- - - -- -- -- --- ----- - ---- - --- -- - - - - --- -- == - ------- -- - _ - --___-__- - --- --- 7 ---- - ----- _---- =-- _ =-=_ -=--__=--=-_ -- -- --- - - , _��_ � - - _ 1� �_ I_, _ Il ��. � - - - -- - - - ---_--__- -- - _---- ---- - _ - _- - _ � ----- --- - � Pi�L -- - - --- - -- - - -- --- - ----- - -- --:_----- - --_--•----_ ---�-- —- ---_-- - - - l-� - - --- -___----.- --- - -- ----- - --_=-- _-- -- -----= __---z- �----- --- - -��. - _ J,. li �, �i� ..� � IC� �� -- _ - -- - ---=-- - - ---- - ---- - - -- - - _ - - - __- - --- -- -- - _ - - - -_= - - - - -� � �11 �f`1r� �� N_R�- fl- �_- l�lf 7I - -- _ J� �- � - - - �� -- � - -- - - --- - - - - - �_ ---_-- �_�� - -- _ _ - _ �I�f �fI � R �_�q�p l� - - __- ------ __- __-=__--r -�� _�__� -_--_ - - -- �� [��1 l�i_1 lf=�f_l 7�-� R� r ��C�li.� -�_ ..= --- �� __ - _ 4 =- -�-�_ _- � .� . - �� -._ -_ - = �� I �. ��`lf� _�_ T_l 1 7 �� - _ � L ��_�_ , � �I. �� u ---- -- ----- - -- - - -_-_--�2--- - -- -- --- - - - ;�-�-� �1 _ -- - � -_ -- " � �' -- �� it �l��_ - - - - - -- -_� -� , ➢ � , �� u �� -� � - - _ - -- -- � _- �.._ -- -��_..-v ^_-- - �_�_ �Jf�- �-�S i.�II�_ � -.��.T =-=_ � _ � �T --��- -- � -1 �1 J!. � I _... U � -- - -- - - - - �__ - J� __ � I LJ� � �� -�j�f_ I�� J�� II ,�_ � I-� ._.__6 ,�_ . �� J�� I� � _. `�` �_ . -- - - ---- - ---= �� 1L P �.� � I� ll-�- _ ��f _�.� � P � n N R��f_ �� 8_II__ �� 1�iL.�� f� o - _--- � T�L -I �- --�1-�_ �-T�IL# ]� 7f � _ ��-1-�- � ��. - - -- - - _ p ➢_ , �i � _- --- _ - - _ _ - �._ ��._��= �`-�__��._.