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Home My WebLink About39572-Z , �O�,ps�'�F��'��oG� Town of Southold 7/28/2016 g � , P.O.Box 1179 0 d' � 53095 Main Rd �y,�o * �a�{�� Southold,New York 11971 •�;*�,,� CERTIFICATE OF OCCUPANCY No: 38417 Date: 7/28/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: 260 Green Way, Cutchogue SCTM#: 473889 SecBlock/Lot: 109.-5-14.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in tlus office dated 2/23/2015 pursuant to wluch Building Permit No. 39572 dated 3/10/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessorv outdoor shower stall as applied for. � The certificate is issued to Marino Margaret M Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFiCATE NO. PLUIVIBERS CERTIFICATION DATED 7/26/2016 Brad Piecuch � Autho ' ed Signature ��Q�,O��FF��k�o�y� Town of Southold 7/28/2016 0 P.O.Box 1179 �' � 53095 Main Rd �y,�ja� ��p`�`� Southold,New York 11971 � � CERTIFICATE OF OCCUPANCY No: 38418 Date: 7/28/2016 TffiS CERTIFTES that the building IN GROiJND POOL Location of Property: 260 Green Way, Cutchogue SCTM#: 473889 SecBlock/Lot: 109.-5-14.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2015 pursuant to which Building Permit No. 39572 dated 3/10/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in ground swimmingypool with fence to code as applied for. The certificate is issued to Marino Margaret M Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39572 5/13/2016 PLUIVIBERS CERTIFICATION DATED . Autho ' Signature �o�1sUFFAc,�CpG Town of Southold 7/28/2016 � y� P.O.Box 1179 e • �' � 53095 Main Rd oy�j0� ��o'�g`� Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 38419 Date: 7/28/2016 THIS CERTIFIES that the building POOL HOUSE Location of Property: 260 Green Way, Cutchogue SCTM#: 473889 SecBlock/Lot: 109.-5-14.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/23/2015 pursuant to which Building Permit No. 39572 dated 3/10/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory non-habitable, non-sleepin�pool house with half bath, loft and covered patio as applied for. The certificate is issued to Marino Margaret M Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTA APPROVAL R10-14-0008 2/25/2016 ELECTRICAL CERTIFICATE NO. 39572 7/8/2015 - , PLUMBERS CERTIFICATION DATED 7/26/2016 Brad Piecuch t f Autho ' d Signature o�S�FFoc�,co TOWN OF SOUTHOLD �� o� BUILDING DEPARTMENT � � , TOWN CLERK'S OFFICE o • � SOUTHOLD, NY . �,�,pl � ��4� BUILDING PERMIT - (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39572 Date: 3/10/2015 Permission is hereby granted to: . Marino Margaret M Trust 606 Heron Point Ct Vero Beach, FL 32963 To: Construction of an in-ground swimming pool and an accessory pool house as applied for. Two COs required. . At premises located at: 260 Green Way SCTM # 473889 . Sec/Block/Lot# 109.-5-14.18 Pursuant to application dated 2/23/2015 and approved by the Building Inspector. To expire on 9/8/2016. Fees: IN-GROUND SWIMMING POOL $250.00 ACCESSORY $316.00 CO - SWIMMING POOL $50.00 CO - SSORY BUILDING $50.00 T tal: $666.00 uilding _ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE O�OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: �3. For new building or new use: 1. Final survey of property with accurate location of a11 buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to Apri19,195'�non-conforming uses,or buildings and"pre-egisting"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. 2 ..3 New Construction: � Old or Pre-existing Building: (check one) Location of Properly: 2 � � C%��x'i'�/ (/ C �U,� House No. Street Hamlet Owner or Owners of Property: �� l�� i'�I l�c.I a Suffolk County Tax Map No 1000, Section f �� Block �,5 Lot � r � 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: $ Applic t 'gnature �o��pF SO(/l�,ol Town Hall Annex o Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 G • �� roaer.richert(c�town.southold.nv.us Southold,NY 11971-0959 �` �lyCOUNTI,N�' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marino Address: 260 Green Way City: Cutchogue St: New York Zip: 11935 Building Permit#: 39572 Section: 109 Block: 5 Lot: 14.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: �BA: Bethel Electrical Cont. �icense No: 40557-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps � Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks � Disconnect Switches 3 Twist Lock Exit Fixtures TVSS ocne�Eq��pme�c: Inground Swimming Pool to Include; Bonding, 1- Pool Light, 1- Control Panel, 1-GFCI Circuit Breaker, 1-Salt Generator, 1-Heat Pump Notes: � Inspector Signature: Date: May 13, 2016 z Electncal 81 Compliance Form(2).xls ��pE SO!/j�,01 0 Town Hall Annex � � Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 �., � �Q roqer.richertCu�town.southold.nv.us Southold,NY 11971-0959 Q l`�cOUNTY,�� ' BUII.,DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Marino Address: 260 Green Way City: Cutchogue St: New York Zip: 11935 Building Permit#: 39572 Section: 109 Block: 5 Lot: 14.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: �BA: Roslak Electric Inc. License No: 3677-ME SITE DETAILS Office Use Only Resident�al X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph � Heat Duplec Recpt 19 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water ELE GFGI Recpt 5 Wall Fixtures 3 Smoke Detectors Mam Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 15 Twist Lock Exit Fixtures TVSS Other Eqwpment: "pOOL HOUSE ONLY", 1- Paddle Fan, 3-ARC Fault Circuit Breakers Notes: Inspector Signature: � Date: July 8, 2015 Electrical 81 Compliance Form.xls �o��pF SOUjyo� Town Hall Annex o Telephone(631)765-1802 54375 Main Road � � Fa1c(631)765-9502 P.O.Box 1179 G � �Q roqer.richertC�town.southold.nv.us Southold,NY 11971-0959 �' ol�C4UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: Marino Address: 260 Green Way City: Cutchogue St: New York Zip: 11935 Building Permit#: 39572 Section: 109 Block: 5 Lot: 14.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Bethel Electrical Cont. �icense No: 40557-ME SITE DETAILS Office Use Only Resident�al X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps � Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks � Disconnect Sv�ntches 3 Twist Lock Exit Fixtures TVSS otne�Eq��pmer,c: Inground Swimming Pool to Include; Bonding, 1- Pool Light, 1- Control Panel, 1-GFCI Circuit Breaker, 1-Salt Generator,1-Heat Pump Notes� � Inspector Signature: Date: May 13, 2016 z Electrical 81 Compliance Form(2).xls �y,c,r�==��zt-, F�lf1�()'� SI'�(J�.� `.;. ��`� a�� Town Hall Amiex � , Telephone(631)765-1802 54375 Main Road �� •�� R Fax(631)765-9502 P.O.Box 1179 ��` �� Southold,NY 11971-0959 Q� �. � �l��U�l�Y,��f �� D ��a�� BUILDING DEPARTMENT p �� s�� Ul � 6 �QI� BL]ILDING DEEFTT. TO�VI�t OF SOLITHOLD C E I2.'�"I F I�A T� O l� Date: �]�2(��l�a Building Permit No. �q�'7� Owner: ��ri n0 (Please print) Plumber: �r<� �i e[�L�i �. (Please print} I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. .,�.- �� (Plu ers Signature) Sworn to before me this� � day o , 20� C�.n'`� l� ��%G� Notary Public, �((�(..��.C:ount�� CONNIE D.BUfVCH Rlotery Public,5tate of New York No.01 BU6185Q50 QuaNH�d in 3uifolk Cpunty � Commission Expires April 14,2�dd,� JI - . � � o��OF SO�jyol - �� o _- #� # � � • �o �y�DUM'I,Nct� . � " TOWN OF SOUTHOLD �UILDING DEPT. . � �-� '� � 765-1802 C� � . - � 1 NSPECTION ' [ ] FAUNDATION 1 ST [ ] ROUGH PLUMBING [ ] F ATION 21HD [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE 8� CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAWT CONSTRUCTIOM. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA REMARKS: � DATE INSPECTOR � - � / � � '`�' � ��OF SO(/Tyo . � ,`o !o - _- # # , ' � • �o - ' , ��'Y�OUMY,Ncc� � TOWN� OF SOUTHOLD BUILDING DEPT. � � 765-1802 IN �PEC N � - [ ] FAUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �� v . �' � , . � � � � � � DATE INSPECTOR . _ i _ _. � . �O��OF SOUr�,o� � � � � �� '� �� . j�j ��y�OUMV�� '� TOWf11 OF SOUTHOLD �lJILDIING DEPT. 765-1�02 �'� ��s� �' .e`�S��--�c.� 1 NSPECTION � [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUiVDATION 2ND [ ] INSULi4TION [ ] FRAMIIV(a /�TF�APPING [ ] FINAL [ ] FIREPLACE & CHIMNEI( [ ] FIRE SA�ETY ItV�PECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) I�EM/��iKS: _ _.��.c,��--�--� - _ _ _ � - - � , DATE � `�' l'� II��PECTO t - - - ' / �� o��pF SO(/l�,ol � � o , � # # . � • �o - ��,y��UM'1,N�' � TOWN AF SOUTHOdD BUILDING DEPT. 765-1802 � 1 NSPECTION - - [ ] FOUNDATION 1 ST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ IfVSULATION [ ] FRAMING / STRAPPIRlG [ ] FINAL : [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTIONI : [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEWETRATION [ ] ELECTRIC�IL (ROUGH) [ ] ELECTRICAL (FIWAL) [ ] CODE VIOLATION [ ] C�4ULKING � � REMARKS: �• � , DATE �� `�� INSPECTOR ' ` �� ✓ �O��OF SO(/r�,olo . � -_� � � � � � . �o � ��'y�OUN('I,Nc� � � TOWN OF�SOUTHOd.D BUILDING- DEP'T. � 765-1802 - � 1 NSPECTION � [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING ' [ ] FOUNDATION 2ND [ ] INSULATION � [ ] FRAMING /STRAPPING [ -] FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY IIdSPECTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) � ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��,�,�-c� - �,�--� -----�C� , DATE� � �� INSPECTOR " ._. � � � ��OF SO(/T�,o � � o l � � o - - - , . #� #� -_� - ` . � � • �o ��'y�OUMY,Nc� . - - TOWN OF SOUTHOLD BUILDING DEPT. . - 765-1802 ItNSPECT �ON � - [ ] FOUNDATION 1 ST � [ ] OUGH PLUMBING [ ] FOUNDATION 2ND [ , ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL � . [ ] FIREPLACE & CFIIMNEY [ ] FIRE SAFETY INSPECTION � : [ ] FIRE RESISTANT CONSTROJCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � [ ] CODE VIOLATION [ ] CAULICING REMARKS: � ' � G � �_� � � � �. � _ � � - DATE � �� INSPECTO � ; 1 � �o��oF soulyolo � �� u ; � # # �- , � � � � � • �o ' . _ �- ��y�OUNiY,�c� � - TOWN OF SOUTHOLD�BUILDING DEPT. � 765-1802 %� � � 1�111SPECTIO � ,� ". [ ] FOUNDATION 1 ST [ ] RO FI PLUMBING . [ ] FOUNDATION 2ND [ ] 1 SULATION � � � - [ ] FRAMING /STRAPPING [ FINAL , - � [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGFI) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING � ' REMARKS: �� sJ� � � �� a � � � � � � � ° - � DATE� � �`r � INSPECTOR � 1 �o��OF SOUlyolo - �y � j � � � G Q y �� , ��y�OUMY,Oc� T,OWN OF� SOUTHOLD BUILDING-�DEPT. - � 765-1802 - 1 NSPECTION : � [ ] FOUNDATION 1�T�. , [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL - . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION : [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) , [ ] CODE VIOLATION [ ] CAULI(ING REMARICS: e�-��-�.,. � � /� .�� `� . � � , -DATE �� IWSPECTOR � � .� v �o��oF soulyolo . �� , ..�- #� '�` . ; " - � � �Q , - - ��ourm,��' � TOWN OF S.OUTHOLD BUILDING DEPT. 765-1802 . 1 NSPEC'�' ION � [ ] FOUNDATIOM 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 SULATION , [ ] FRAMIMG /STRAPPING [ FINAL �J�� - [ ] FIREPLACE � CHIMNEY [ � ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIIdAL) [ ] CODE VIOLAT N [ ] CAULKING REMARKS: , alc � . v , , DATE � � �G INSPECTOR ` � � �� MARK SCHWAR�'Z &ASSOCIATES 28495 J�lain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 � w��vw.ml:sarchitcct.com Apri129,2015 D � � � � U � aP� 2 g 20�5 Southold Town Building Departrnent P.O. Box 1179 BLDG.DEPT. 54375 Main Road TOWN OF SOUTHOLD Southold,New York 11971 Re: Marino House 260 Green Way � Cutchogue,New York � Pernvt#38780 To Whom this may concern, I have been on site during the foundation phase of this project and have observed the concrete installation. This fottndation was built as per plans and to the best of my knowledge,meets or exceeds the NYS code requirements. Please call this office if you have questions or require additional information. Sincerely, �5. �4�'k'yr��."s�� . ♦AM,,��}}'' p ' . �I.a r�ti f ��¢. ,� � fi '�y t ' s.a�'� _ �, j�l �1�y �j"f^'2 �,+ '�k �N � /f 4�, ��o y . . i� " ~'�z . •��" � �4 f. ' ' .1 � " a i Mark Sch « , - � :�� .�� AIA Nicinh�r A�ne>>c�u1(nstitute t�f Archiiectuee , A7 I 1 0 , � " �.3:� � 1 I. � ---- �/ ---- - . __ • r �/�I/L � ..- .r./ � �/ /'. �� - :-"�, /_ . n.. .�.�_. _f �� / , r ��!r'!� '� '� w- � . , . . �: � � , � � � � � � . , . . � � _ � � � � - ��!�� ' � �� i�r...,... � � _%__ � � �i�sr-�� . . . . ��l� � ' .�.��=? - � �� . c � � y�L // �. � � ' � / - � � • � � ', �'i �I�@i.la��." L'`` � � `�y�i .. �, �- � �� `�i' - � �. � • � • • � _ . , , ,, = _ _ � ._ • r , _�.�. - dr.y' ♦ �� f � ./� �,A i . _ _- -~� '� � ---'—=s�a �a� �- - � � �if�f' . - I �� . / i ��. % . / � ,� .! . ' ,� .�'�_, `_,' ;�, ., /�=-_!l!""1_�� a:� �� s..' `. 1� f. -- � J, /�; � � . � � / � �� L � �/ .� ,��. � � � � �i ' I11�M� �G�►1i'r� ..� J, / _/� 1.G.e.'!' /, --� � 1 � � r�l -�- ��'.,.� � . ' + � al � � ' � � , ,� j ,�. ��, ��l.�i�� '� � � /�_f �'�� % � - :� - - �. � � � �� . 7 ' � / L�Y��'L.� � /� / " � ��-- - � :�� .— � ' .� / �� , /• . rs' ,��' .•--' i / .' ;, ii1� . � � . . � � � . �� .� �� J ' i�it� ;�- . . _�.2.'� � - • ' , ► � i -� � �. ` � � � _ � . , �' ' „ � - I►' 1 I . � I � � , �' � �, ' ! �' � r� �!'tt ,, �� ' I �� I � �F s � � .. ' - r:f� � � � ' i , : � 1.� � �i �, .. , �i .0 _�i ./ % �� r . . �� .��i�/��_�1 % � _ � � � _,Ti�� ' �. ;` � �. j,� �' ,,�.�_, �y� �.SIZe� f0� - /� 1 • ,I � � � ��►��.� '� / .��% � �� L, - ' � • � ��,� , -= �� pr � � • - � � • �., y � \ .. /'�". _ j/ � _ .. � m'-�i' �,� �- - :��lf��,�'� _ . f � '- � � � . . � �� TOWN OF SOUT�IOLD BUILDING PERMIT APPLICATION CHECKLIST SUILDING DEPAI�TMENT Do you have or need the following,before applying? TOWN HALL , , • • • , Board ofHealth SOUT�IOLD, N� 11971 " ' ' � " � � � ' � � � ` .4 sets of Building Plans TEL: (631) 765-1802 ' . � _ ' , , ' . Planning Board approval FAX: (631) 765-9502 � ' ° Survey SoutholdTown.NorthFork.net PERMIT NO. � q s�-�Z Check , , Septic Form � , � N.Y.S.D.E.C. - Trustees C.O.Application J Flood Permit Examined �1 �� ,20 /.� Single&Separate " Storm-Water Assessment Form Contact: �� Approved o ,20 / 1 Mail to:_�� J��Z� Disapproved a/c � ' '� ' "'' ' � Phone: �� ¢/ Ex �a�ican--- � � ,39 - �D � � � i� U � � Bu' ing Ins ector �� 2 � �o�� PPLICATION FOR BUILDING PERMIT , , Bl DG r�FPT • Date � Z 2� ,/ 20 � _ T01�Jfv C�(�Snlir�io�� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings'on pre'mises,relationship to adjoining premises or public streets or areas, and waterways. ' � c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,'the Building Inspector will'issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. � : - , -e.No building shall be occupied or used in whole or in�part�for�any purpose what so ever until the Building Inspector � , issues a Certificate.of Occupancy. - , �� , ` �� f:Ever.y.building permit shall expire if the work authorizecl�has not commenced�within i2 months after the date of issuance or has notbeen 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. T.hereafter,a new permit shall be required. APPLICATION�IS HEREBY MADE to the Building Deparhnent for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffollc County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) ,� (Mailing address of applicant) State whether applicant is owner, lessee, agen , architect, gineer, general contractor, electrician, plumber or builder I_V�+ 5 < Name of owner of premises ��o � �//U � - (As on the � x roll or latest deed) � If applicant is a corporation, signature of duly authorized officer � �. � (Name and title of corporate officer) � � Builders License No. Plumbers License No. � Electricians License No. � � - Other Trade's License No. l. Locati of an�on whicly�ro,p,psed��11 be�e: �� C �'� U Cs�/� House Number Street' - - - Haml t " �� >9.,:'��i�'{.5 ._Q`'�'�'�;:!`.4?3� . �?;i��'''�+`l:il�i=�! '��- ,�'i.:`�3i.t=��;=a`-S i p� County Tax Map No. 1000 Section l � � Block ;�,,,�;'�y�,�;r•�, ,-,�� "Lo�" / ¢ . �(� ��:`I�l��J if.ii��l'"i�at:n'i�ii`!:'i�.i:'.�}�,.j ------�•�.�+G��f�°��..�',�«il'�::;J i��0'� ._,�:�"r;:'1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise�,and i��ed use and occupancy of pro osed construction: a. Existing use and occupancy � b. Intended use and occupancy �J/�/�,� wo/(/�w 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 b,usines commercial or`mixed occu ancy, specify nature and extent of each type of use. . , �� r 7. Dimensions of existing str.uctures, if any: Front Rear Depth Height � ' Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height - Number of Stories 8. Dimensions of entire new construction: Front Rear D�pth � �' �'��a Height N mbe of�qries � _ - U,. c/� � 9. Size of lot: Front � ear Depth 10. Date of Purchase' Name of Former Owner � 1 l. Zone or use district in which premises are situated �� 6 12. Does proposed construction violate any zoning,law, ordinance'or regulation?YES NO� �. . 13. Will lot be re-graded?YES NO . Will,excess;fill be,removed from premises?YES�NO 14. Names of Owner of pr ises, „� . Ov-�N� � = Address r ..�... Phone No._�'�7�D�a�0,� Name of Architect ��l � �✓ •�. ��._�- • Addr"ess � :�. � .Phone No '�.��Y �� ,�� Name of Contractor � � �Address - Phone No. 15 a. Is this property within IOO�feet of'a tidal wetland or a freshwater wetland? *YES � NO� * IF YES, SOUTHOLD TOWN TRUSTEE'S &D.E.C. PERMITS MAY BE REQUIREI�. b. Is this property within 300 feet of a tidal wetland? * YES � NO� � * IF YES, D.E.C. PERMITS MAY BE REQUIRED. , 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. ' STATE OF NEW YORK) � ' COUNTY OF � ^S��-I� _ - � � U ' , � ` duly swo�rn;deposes ancl saxs that.(s)he is the applicant (Name of indivi ual signing contrac)above n ed,� , (S)He is the � � (Contractor,Agent, Co orate Of cer,etc.) ' of said owner or owners, and is duly authorized to perform or have.performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be _ performed in the manner set forth in the application filed therewith. - Sworn to be�ore me this � ' �day of '' r 20�,5 , n `� .. ' .. � '`5�` '' ' M ' lJ`� • • •, Notary Publ' TRACEY L. DWYER Signa ure Applicant . , � NOTARY PUBLIC,STATE OF NEW YORIC . � ', � '. NO.01 DW8308900 . ,�rQUqL��l�D IN SUFFOUC COUNTY � , '.y�,�fJA�1IUj,i,S�SjpN�Ci�1RES JUNE 30,� � k� "e�'„`j^�i •S''�� SU�FCL �?�:•, Scott A. Russell �, %_�,:;�___ �r�as�� `�C'�O��E��IC��V�A\�C'�E)E� � � - ;��_ �-`,`�:��.� SUPERVISOR � �� ;-� ).� h I�v][A\1�A\�G�]EI��I[)E1��' SOUT'fIOLD TO��VN HALL-P.O_Box 1179 t ��_�'� �� 53095 Main Road-SOUTHOLD,NGW YOR}C 119T1 ��;%�• ~ `�;•• 'y Town of�S`o u th o l d ��`'��:;.��;��5��} �'-�zrr'•c�mz'-�S CFYAI'7CER 236 - STORIYIWATER NIANA�EMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - - - ��5 �'g33S �'�OJE�' �NV��,�� 4i� ��' 'Y'�-3[lE F��,�.,��'JYI`aG: " },CS ,y� (C}IECK ALL 71iA'1' APPLl7 � ; ❑�A. Clearing, grubbing, grading or stripping of land which affects more : than 5,000 square f eet of ground surf ace. ; ; ❑[�B. Excavation or filling involving more than 200 cubic yards of material ' within any parce] or any contiguous area. ' --E--r--�- (�-�._S.it�_�a.�:�p�.�tiQ�Q.�e_��o�ae.��v_llicl��cee�l--lf� f_�et_ve�_tic�l rise Co __ ;. -1_00 f eet of_fiorizontal_distance: - - .: - ._ -= -_�_- - � .�� =�,I�_Site� re �ara�uan=viFitl�a,n=�1_00-feet of�wet=lant�s,--�beach,�bluff or.coasta��.�_ -�� :-__ - __.�.�----___:- P A_-- ____---_ --�r==--�:__- - _ - __. -.=_ _ _ __- -- _: - ,r;_ -_ .:-�_ t �� - -�erosion hazai=i3�area:" - -- - - - . �-- - :-__ � .. �-_- . -. � E [][�E. Site-prepar_ation wathin the one-hundred-year f loodplain=as-depicted ` � . � _ �^ on �'�RM.1tiIap-�of any watercourse. �� . :, ,.__;.;_ = - . � A�. . . � . -� � -�:=Q Q��`.- Installatiori�-of new or resurf aced impervious surfaces�of�1�,000 square � - -- � �feet or�more;�`unless prior approval-of a Stormwater Management . ,- -��--� ---.-_ -Control�PlariMwas�received by the Town and:tlle proposal==includes - - -�- � � in-kind�r_eplaeemen_t of impervious=surfaces. -.: _ - - - - � _ . .. � � If you answercd NO io all-of-the questions above, STOP! Complete the Applicant section beloiv-wiih your Name, - - -Signatiire, Coritaet,Inforiiiation;--Daie 3� County�'ax Map.Numlier! -Chapter 236 does not apply_fo.your project. ` •-- ��' �Ii'�you�ansvvered;YES'to�one=br=more af�the�abo'v`e,pleasc submii_Ttivo=copies-of a Stormw'alei-Ma�agement,Coniroi,Plan � _ and_a completed Check T,ist�Form to the Building ne��rtment with your 13uilcling Permit Applfea�ion:• • - - , --_ _..; -:�--_-, -, ., - , ��_---= - _ -- �` S.C:T:1V1.` �: -=}�00 _ -__�Datr..-__: �. �- ,- - - - . APPLICANT:,(Property'Owner,Designp�ofessional,��lgent,�onlrartor,Olhcrl_. _ . _ �- �uirru • _'-`�-_="-T � �AnsE. _ -- �_ _�.�=�i✓- - �- � .,.�Q�'=0� " � :1=��_��02�2Y� = - �_ - � - � .. :� - _— - - -- - , � 5'ecUon - dFock l:ot � =---_.- - - � _ __ _ _--_- - - - o�„d,.��._ -___ _ ____-:_-___-... � : ��k;-3-�`r��1 _,�=`i;.:�7�::` ��.�f�'��it��i;��:=�n�,��:.<< >_ _-_ =--=- -_ `s�=- _= - - =- -_R=;r-- = - �I�G�� _�l.tL_ i. ---� '�--=�-- _=_ - __- --_- - � . - :CornSct�l�loiritati4�.�. ^.-(.��_"�,..�.�/4'✓' r'.°- .. - - �] - - - -'— - '""'- /� � , . _- - � — - -'_-- - _'�..;.__- _ -=�=-� - -��/(�,��`�-��}�_-__---- '* �-�(f�,� - - - - - - � — _'--- -- -- --- � - - }ZC1L:aYP'CI�'L_` �s:`: - �•�� --= s-f,-.��,�t-- - - • -'-- - = _ - - - �._..__._. �=r>,�,_ _ -- - - . ._ � , _ . -- _- -- - - - _�--- -- - - _----- _-- ' . - _- - -_-�-�:•Fy'-,'-=�' _.- -_-_=--=- ___- -_- - - " . ' . 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'''` •` . _ . . . .� °-' � . � . ¢ ' . .51 , � �O��OF S��ryDf Town Hall Annex 7�R J�[ Telephone(631)785-1802 . 54375 Main Road {681?765- 5 p.o.Box Fi79 . � � � roqer.richert(a��own.sout�io9�d.nv.us Sonthold,NY 11971-0959 Q � ��OUM`I,�� BUILDING DEX'ARTMENT � TOWN O�SOUTHOLD � APPLICATlON F4R EL�CTRlCA[� lNSPECTiON tEQUES"fED BY: f�or.M pate: � `� �(� ;ompany Name: �.� �J �1�ec r!co� �.o� 1� , L , dame: �p� -2�f; (o,r� . . .i�cense No.: G�.(�'�� —� j�� ddress: �$ ��Co�,n V +�.. o,�•!`oo� � Iv �I �� 'hone No.: �,-- �' �g�� - � fQBSlT� INFORMATI�N: (*Indicafies required information) - - . Na'me: � � � � ��j - ��,�1 - � , , � - �,< < ; . Address: - ' . 2. " (.a� �.2 q, �,V c, � V � � Cr.'oss Street: ��q � � Phone No.: � ��_-�-- �� -y- (�`�� 'ermit No.. �9� � �. , 'ax�Map District: 100a , Sectiorr. , � Bfock:�_ Lot: I �� BRIEF DE.SCRIPTION C}F WORK (Please Print Cleariy) � � � ��v,��,� ��J �Jir.�� . . ' . pfease Circle A117'hat App1y) , I�job ready for inspec�ion: YES NO Ftough In Fir�al Do you need a Temp Certificate: YES NO � � � 'emp Information (Ifi�needed� - � ` Service Size: 1 Phase 3Phase 100 954 20Q 304 350 �400 � Other New�Servlce: Re-connect - Underground , Number of Meters Change af Service Overhead ,d;ditional (nformation: ` , , , �, . - PAYM� T D�lE WITH APPUCAT(ON � � �le�s�. cal o��- o ��Jz-e �� A�, ��s �e� �� (o�'� -: _ �� J�e.a�.s�, cal( fl. o�,,�er- r� cce.s S � � , � y�, 82=Request for Enspection Form �� d� �.�,.i.i:�,l7. �:'� t`illirC��;:,( � J��O�JI\��1L��1 )\��J�JI\� Scott �-�. Russell ��.�-;� ;�-=�;-�'��:;�;�s � .. SUPERVISOR ` �\ � `,--� � '' `�`s �V�[A\1�A\�G��E��J[)E1�`�C' �_ { -, , )�-� h SOUT'EIOLD TO�'VN HALL-P.O_Box 1179 �,p `��3��__/��1�� 53095 Main Road-SOUTHOLD,NEW YOIZ}C 119T1 ��:F��' -�"�,'�'-��y T o w n o f S o u t h o l d '� :.��Ct�� r ��/�,�rS`yi� C]�IA,P�'ER 236 - STO�tIVIW�i.T]ER 1VIANA�EMEN�' WORI� SHEET l, ( TO BE COMPLETED BY THE APPLICANT ) ', ��'S 'Y'�-I�S �FtOJE�' �1�I�70�,�7� �TY O� '�'�-3[IE �0�.�,Ov"JyNG: (CFIECK ALL THA'T APPLY) �es �!o ; ❑�A. Clearing, grubbing, grading or stripping of land which affects more � than 5,000 squa:e feet of ground surface. � ❑[�B. Excavatior� or filling involving more than 200 cubic yarc�s of material � within any parcel or any contiguous area. ' � ___;�[)�'_�5��_e_[�.t_�_�a.�tlo��lo��.�w�i�cl��c�es]_ 1()fieet ve��Cical rase to _ ; _ __ -100 feet of Yiorizontal distance. . . _� _. _ . ; � ��J�l�:,��ite�-prepar-a�io�-v�.��liin�;1�00 feet of -wetlan�s,;beach, bluff_or_coasta�. �- - ` ,--,-x��T�-�._. . ��.;',.�__' .-r-� :�� " ;;:- _ . .. - -':.� . ,r '�: �� ` � � 'erosion haz�r�.�are'a"fl :'` - = - �� . . . ' - ; �� ❑�E. Site prepar_�ti�n wathin the one-hundred-year floodplain as depicted ; on ��RM.l�Iap of any wate�-course: . � ' -�[�F. Installation�of�new or resurfaced impervious surfaces of 1,000 square � �� feet or more;��unless prior approval-of a Stormwater Management . � �-- Control P�an=was received by the_Town and the proposal=�includes ; = in-kind replacement of impervious•,surfaces. _ ,^- ' ` _ ___ _ . _ j� Ii you answercd NO to all of ihe questi0ns above, STOP! Complete the Applicani section below�viih your Name, Signat"tire, Contaet Informaiion; Daie & Coanty Tax Map Number! Chapter 236 does not apply fo your projecL � IT you-artsrvered`YE�to oiie=bi`�i�iiore of tlie�above,ple�sc 'submii Two copies of a Stormwalcr Man_agement Conirol Plan - and a completed Check List Form to the Iiuilding na�>arLment wiih your T3uilding Permtt App)ication. APPUCANT: (Proaerty Owner,DesignlirofeSsional,Agent,Corilractor,OtherJ s_C.T.N�.' �: "�D{�� . __-_—��j�' NAh;E: -- � �.w�W.-�V .�V. -� v� � ._l ��_ A2�2� . - �, - — 5'ection 6toek 1.at � _f1 ' ' '_ _ _ ' y_�.:+_r•- _' _ _ :- ` , 0.�-'=V.�.. " _ _ - ' '. '�,. '_ .. _ '_ _.'.i..=n. ' - _ ;...c,;.r '= _ __..:.�=r==-" _r '. - : ' - � -- - -- - --_ _ o,,,�,,.- -_—_-_�_.==�'�__ ._ .. �F�k-�-��or3.��.�i�tzi;�t:a �r_F�;►��;�ic�:��.��. c�ti��}�;�....� . Con�actJri(orr[l�licrk`�; `f �-__-c... � �!./ �.. _ .. ;�.;J,,; ` --..��,=- _ - �/' �' - - - ._ - � -_;-="��„_'=:�s.;.=_ - - _.:at:�'''`r=_�. ��.-_,p^�� _ --- —_ :J/.`� - _ - - — - -- �- -- ----_-- _— _ : }iC:Y:�"1��:.,._J��"v a ��:- ��/y��^—i'—'� . ' -ci:`:�i.'�'�'3''^. '. --- .o.._ -'_- --- - = _-: . • .. :;,_ - . ' ` ..__._ _ - -- --- - -__-=-- = - - - -. b:�i ec~_ _f: r3``."- �� . -P-r'��:,�F;��,=�lcii:e"ss�/ Locat"ioi�.o�Cbii�tl'uc��a�i �Iork. • �._.=.��-.;��_�• -- --- _ �__��===_v�.-d__�- ._. _r � � _-_ _ � __ ._ - r ,-. ,�:��y��6vcd fcr prore��T.:�Bi�,�;in�-Peir�i�t - -�s^"�Q�:-�E:F_=-=��--��; •_ _:_...----- � .�:,�iar�r��atir iel�r,a�rnatin?`f��.i�o(;P1a��lyoi Rc�e:ifreci. -- — �� .., •r . � __ . - --.v -,�e,: _ ^�V .- - ! -- - - - y _ . :..-r-:_.,a.....�_ � �/� /' r�- •�' r:7�,4Y I�F� �•/' ' _' " Cv C (7(J C' U k..i��--�:�.� __-__--- >t�xi�:•hater ;y),:�;r:�a�ti��,;: r, a. I�i��s fteru� t., '� - -_--_ - _ _ � �. i!„r�7i{� li` }'iS_' . �"1•:t�;-fitJ.�u�'.i.(?J`•.'Iil liY,'�(:�'tC}'i � l��l��`4 _ '�i1;�i' ' t!, , l�?�.r l�lt��..:�... � - '" .. ., ' _~_ ' • ho��pF SOU��,ol 0 Town Hall Annex � � Telephone(631)765-1802 54375 Main Road y � Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 '�Q � �'��oUMf`I,�� BUII.DING DEPARTMENT �� ,.j� TOWN OF SOUTHOL �1�� July 22, 2016 �� . �� Mark Schwartz �'J�,�► (�(f� P.O. Box 933 Cutchogue, New York 11935 s' RE: Margaret Marino,260 Green Way, Cutchogu�A#ee of$150.00 i�for\t800r s er �permit-arrtl-�/O:� 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. /' "�J�I' �' T� PIUCTIb@C'S SOId@I' C@I'tlf Cat@. (All permits involving plumbing after 4/1/84) �a�� Trustees Certificate of Compliance. �roW� Trustees#�ss-�ssz� 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: 39572�� outdoorshower,swimming pool&pool house \\� " _ - _ • n � � � 1— �'.' :\ � ,�� - ---------�---- � ------ -- � �: � , f 3 �' ` ro /��_d�}�_� ��.,� TOWN OF SOUTHOLD PROPERTY RECORD CARD M�� OWNER _ STR'L'T a�� VILLAGE DIST. SUB. LOT � - �� _� � . _ N�C��l��,��,� I`�,.��s`�' �'� �� .��u.� cc��f�r��a� � �a. �.d�rr�r,�.� ��s a.. , i� � f ACR REMARKS � ' �,.f�, .-c�f�n I�� L�°v�l�vd 1�1 ��a�+�c � �Q3 TYPE OF BLD. ZD'o �,�!� -�°Q�',�, , �� lo� -L�a . 3 n Rl�'--K�� c�c0 �{v ��li'n� �� - n G PROP. CLASS ! ' a i o � � �3��—I Z7"�1� ��t�� ' �C�,[n I `� Nla+��o ��c��- ��s,�C LAND IMP. TOTAL DATE /�� (,�_ S�� +,�� ` � B I qa.�o � ��c�o J �l � Soo ��oD P�� 000 3 t � . �o �Sc7f7 0�� 3 , - FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND I BULKHEAD HOUSE/LOT TOTAL ---1-- ----- ----- -- - - �- - - - --- ---- �`---�...�-��f.� - � - �``�,.�- --,-:�--�...�.�.,�,�: �==�--�--.�.��..r.r.�,�,�_ � � _ � '�'��6� �F $OU1'H�L� t��OPER1'�Y . �,�CO�D CAItD �,�,��.�� _ l� � v i�9 .� ��, � � \ . , OWNER STREET �� VILLAC�E �� DIST. SUB�, LOT ��' �G� ;��l�;�l•l!. -, �� n� . � �- �u � c �'��..�� ,��'CCc.lo� �� I _ _ ��N l�/�q/ ! "" t/� 9 U� �� .�a�:¢r� f FORM�?� OWNER� R:�`d!�� ''� N E A�CR � , �-a�� J-ti�� .��S� �:��=�' � �'�� f,� „ �,.` r� �— s �/y � Tl%PE OF BUILDING � ` ' I��{�,1�"�t-�("'-r }�c,p�rll�Gtr��Y� �Y.� '�.��C=��.��.�c..�-��f y3L°' ' . .�� RES. �,� � `�EAS. VL. � FARM COMM. CB. MICS. Mkt. Value ---- , � LAND IMP. TOTAL DATE REMARKS �o� , �D d ,, ?�/3�7j� �� ;� So,[ D � 7,000. l�i�i�t'�a✓ �t?�Pms �ri.�e. lv D.�C. f�u z� �'r� ,r cn/� / ,� � Y6 IGoD 1toOd � ��'� �� e �s,�n��5 ria�a Yera,or2a� �y daeJ�11/C, iC�9 ��Q2O 500 �'4�— ��c�O � ��f� GGa, ��"/ SJ.e� '�o??, aoa �v� �„�'e r 1�'e /�}v�ca»��_�� 3 F� /d�z� 9�«� // o0 0 3 /, /9� 0l£3�b3 �� 37'��,�/-�s.lkC14� �c� !�' � l�s L.��;•(0 3 ��S� � ��- � 1—�9f ��18� - L�-cul�s�� sc(�I =��500G� l �$ - 1 1 D��,D 1D 1~ �/�-cle� �r• -{-O l.c) h°-�-e. � �5c`�,-SoD � �P a6�'� !.o l ( 3� �'!cc'a��- I�t�h,l-�- � ,�c�'� �,1 .-��'. =�t��•" �/��.�7a� ..,�. a �'�95�.�1'�� '''� - co^��s r o n�-�rt n� �'I�, .i�r�� , 1 i �� :�.-� � r V� �'l/l��tV RX�� I ` �C�/l.�l 6F` �e1' ' �W I � �f/tlf�,�,' /�[+'�� c �} 3 F� !-- � 1 < <` i'n � �R i c'n�� KP,utJ�G�o�� 1 a-z�-��-• N�e� Tillabie FRONTAGE ON WATER ' Woodland � FRONTAGE ON ROAD � ' / �. 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'.�........�. .._�: � `�..h.:. ■■ I■■ .■■■■e�■■■■I.■■■ ■. . �,:'�"�1.�':�� . '.b;` ..�.. �. :. � .�in�••,. ,• , • 1 ■■■�•■ ■■■■ ■�..■■�■■.■ ■■■■■ ' �� c �� wi��i�� : .. , _ iiiiiiiiiiiiiiiiiiiiiiii�iiii - �iiiiiiiiiiiiiiiiiii■�iiii�i .. . , •" �� - . � • _ . � � _ __ . .. . " , � •, � i� n � :. - - .. ; . � . . � � �� • � �� - . � • i � : - . __ ■ � I -. � � � . ..- � � � . � .- '.. '.• .. '� : '. . / i �� - -. . '.. '.. . .. � � i : � f � � S � �• - � - . - • • / � � I - , I • _ � • 1� SCDHS REF. # RI 0-14-0008 D WELLI N G D WELLI NiG SUR VEY OF PROPEI�T Y - r`�' � A T CUTCHOG UE �r � ;�� .� .JI�!.'C, Wr�'r`ti, lf-'t,�3� . , �AiA ��_f�l � N ; �9 o T�WN OF SO UTHOLD : � G F� E E N; 1N A Y SUFFOLI� COUN�'Y, N. �'. ��o.z EpGE nF PA��v 1 1000--109-05-14.18 0•B APR� , � , SCALE.• 1'=40' , S��7 1 Z��O~E B B APRON B L�ECOM WA�R � ��77 '• 21.00' � �� R�96.63' �__9 �METER 9 ,_ o,,,. 9.0' . JUNE 13, 1995 , '�, �o. DECEMBER 15, 2014 � � M�., . _ � -�o�R � Dec. 31, 2014 (ADDITIONS) 154.00' s.s �o•' `1 ', m I � O Feb. 12, 2015 (revjslons)� ��'` � � � 1 ' W ��ls _, ll ` � � lPt O LP9 �J � O � O � �� -- Q05TING w i �j� SEpTiC � � I` �� T _ ,--- �. TEST HOLE DATA I --- .�--�-- - ) � M��,,� ��„� 11/15/14 � £L 12.I' p GR AVE�- �r�� ' N , � M � �\ l D�RK BROiNV LOAY OIC N B � �� BROfN� SfLT ML � , 11.3 \ � ' 123• . � ' 48 9' 1 FE 3• --- A �?� � 4 4'E � x- iI 2�.a � STY. � X -X— ` � PAlF BRONN f1N£ SAND SP � -- 0 T � 19 .� � LOT 17 I� N &�c�'^� � N -� �' ,� DWELLING � F.F. El. i5.o 9.6� . DWELLING h 420� _ _��.�__ Y (PUf3LIC WATER� EL 2s � �1Ji3L_ir� j 6 �� ee cuRe ' � ; (, , WA i ER GRAVEL x i � �aa. A,� DECK ,� ' ' X WA7ER !N PALE BRONN ' �n� � f7NE SAND SP � _� SYSTEM 22J' --- ---/ � • ---o---a—e- `P °Nw4 �Wor i.Cie � ' x 17' � n �i �nh,[ _ I O ��O� / I LP � � pA,�� ' % NOTE WA7FR ENCOUN7FRED 9.6' BELOW SURFAG� `y � � I O 5�° � �G ,O � �, s s'''� hF�� ' - 3 �x � � � . , _ ^, S 5�..�� ^ _ _ a min 20u � X T � 1�1 r EXlSTING SEPTIC LOCATION . . �� — �� 3„'�� '`g ��' � �d' TEST HOLE ��• 8.0' � ' z � � ` ;�� ' ` �'�� j� � � EL 12.1 P� g PROP. j y c� � wA o r ti ' �� . ��y'¢'/ � ��il� Z E o HSE- m� � o POOL o Q i B ' cn Q ' `�� . IRRIGA710N ' • ,��'� �T�� ,,, � � �$� � , � wE�� F�� , 3 ZQ;�J ST 53.5' 49.5' �� A.'PI'�r c� I ►�T„� � p 1 ,a.o' ,- I , � ��t� �„� � r °n� Q ; P� - LOT 18 � LP1 62 �z� P�� 1 _ �" '�; i � �� I- '� :rI ��. ' x BLDG DEPT � , �� ,a�,; `i a �,i DW Dw }� n�' ^' ! TOWN OF SOUTHOLD LP2 , 69.5 63' N X � ,�' � ��' - Ei.s.i ' ,, -- � � �� , � LP3 76' - 55' t� �j �� *� ,�r ' MON. TELECOM N89�2��Q�W �73.��'�/ / EL 6d MM�D• x x- �� . s�� - FNo. 6ox o LX—x— �,�`�. �.� , . . ' TELECOM rt� p d d - � POOL HSE.eox C� ��`�,gut��'2� � AREA 'TO�-TZ� S • �• F.F. II. FL 10.9 FINISHED GRADE EL 10.9 .�� RECREATION AREA ��- �`�� ELVA7lONS AND CONTOURS ARE REFERENCED TO i•MIN �; 'v �:�� ' a� LOT NUMBERS REFER TO "FAIRWAY FARMS" FILED lN rHF suFFotK � VACANT , 9? 95 ST iE iE LP �• �' `�` COUNTY CLERK'S OFFICE ON FEB. 15, 1974 AS FILE NO. 6066. 9� e_7 � "�' EL I.� 3' MW. �i, �� LOCA710NS OF YVFLLS AND CESSPOOLS SHOWN HEREON ARE FROM , ' GROUND WATER fHIGHEST EXPECTED) ✓ �� FIELD OBSERVA770NS AND OR FROM DATA OBTA/NED FROM OTHERS � .S. LIC. NO. 49618 SEF'TIC SYSYTEM CROSSECTION ANY ALTERA710N OR ADDI770N TO THIS SURVEY IS A VIOLATION ' ECON/C RS, P.C. OF SEC770N 72090F THE NEW YORK STATE EDUCATION LAW. � �� FMuu�l? M►nr n�lE SrAND�ROs For2 �PPRov,1i - RAIN RUNOFF CONTAINMENT• 6,31 765— OZO FAX /6.31 765-1797 EXCEPT AS PER SEC770N 7209—SUBDIVISION 2. ALL CERTIFICATIONS AND CLWS7RflCIIQN Q�'SUBSLRFA(�SEWAC£O15VOSAC PROPOSED SEPTIC SYSTEM pyYELLING: 1,52e sy. Ft. � � ` � HEREON ARE VALID FOR THlS MAP AND COPIES THEREOF ONLY lF SY57Ei1fS FQR 9NC,Y£FAAffLY RE57DENQES AND N►u �elOE [3�B F7 lXA.X 4 fT. DEEP PRECAST CQN[�7F7F LEAI�fING RJNCS 54o x o.1� x � = 9,.s c�.Fc. P.O. BOX 909 SA1D MAP OR COP(ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 8Y 7HE CQND171QNS S£T FOR7H 7NERflM ANO AN 7HE BACXflLL IN7N 3'SAND (SI1� CC,rLAR, 3'ABOVE [�POUND WAJER Provlde 1 DWe 8' dla. x 3' Deep �2,30 TRA I/ELER S7REET 95��S�✓ � WNOSE S/GNATURE APPEARS HEREON. �w�T � CONs�RUCr. �tJ �,OUO GALLQN PRECAST Sf'P7►C TANK c«�nectw by cuttera dc Leoders SOUTHOLD, N. Y. 11971 J ,� - , ( � �� i �� n i , ,� _ - SCOHS REF # RI 0-14-0008 D WELLI N G D WELLI N G ; 1 2015 SUR VEY OF PROPERT�' � i��'.�� . ,�'1�. �- tJl ��.��; "r. Uti,-�rFi�� APR � � A T CUTCHOG UE -_�� BIDG D�PT % �oWN OF SQUTHOLD N � ' ; �5 f0'aNN OF SUUTHOLD ; � E N W A Y PAv�� SUF'FDLK CD UNT Y, N. Y ,� ��5�� 8��9��@ �� 9g�� .z G � E E��F �� 1040--109-05-14.18 �� _ SCALE.• 1'=40' AB APRON � , 1:LECOM A JUNE 13, 1995 B B Aw�ON 80X wa�ER � �.`,��__ ��' �� 9`�� S821.00�pE , � , �. � _ g G �� ' ' R=996.63' �__s �NETER 9 __ �: �- • DECEMBER 15, 2014 � M�.. ,, ' � -��R � Dec. 31, 2014 t ADDITIONS) 4.00� 9•s �o.! �;, , `� ,K � / Feb. 12, 2015 (rev$�sions) �� 1 • �I 3 O Mar. II, 2015 Rev1sioq �, `��s � _ . �, - ; , Q � �3 :y= � � O 9 -oo, - -- ,. �� w, � � , ��' ' � TEST HQL£ DATA � � ` �;I �" � �> � �u�vavAco ceosa�vc� ,��`�'�.�. �l�l�E'1w � --� " ` � ----- _ � li/15/14 ��"r �� :�5, � i� a.s � , �a��r L��(�) ------�—�. �E��fi9� ��, o � . 'EL ILI" �� ; ! � N OARK BRONN LOAAI OL ��a��k��y� �� t�►�dv��a��, N � GRAVE� "�" � ' � 1 �5�-�CO -�, e �, �� ' a � ��o��)a � • .� � BROiNV SILT AIL � '�`� �C��d�� '� `� 123� � . � ,. 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ALL CEJ?AFlCA770NS avo cavsne�cnorv oF suesu�FACE�ACE o�s�osat PROPOSED SEPTIC SYSTEA�1 � � � � - HEREON AO?E VAUD FOJ? TH/S A�lAP AND COPIES THEREOF OIVLY lF SY57EAiS FAQ S/NGLE FAAfILY R£SJDENQES ANO 6b/LL AB/D£ � DVYELLING: 1,52� Sq. Ft �,O. BOX 909 [3J 8 FT. D/A.x 4 FT. DEEA PRECAST CANl�4E7E LEAQHING R/NGS y{p x 0.17 x 1 � 91.� Cu.Ft SAID /NAP OR CO,QIES BEAR 7HE /A�IPRESSED SEAL OF THE SURI/FYOR BY 7NE CBlVD/AOWS SET FBR1H 7HERE/N AND ON 7HE g�qqKq�, yy»}/ 3'SAlVD (56/� LiOLLAR, 3'ABOVE CROUND 19�ii7Ed? Provide 1 DINa. 8' dla. z 3' Deap �2,3� TRA I/ELER STREET 14�/OSE S/GNATURE APPEARS HEREON. ��ie�uir ro c�avsneucr. [r) �,000 c,�cav��eEcasr�nc ravK Connectad by Guttara a��ca�►a SOUTHOLD, N. Y. 11971 ��-�� 95 7 � � , � .� � � � :.-� RESeheck Softeovare \lersion 4.6.1 �� 1�6 �� Com pl ia nce Certificate � � �`� �� Project - Energy Code: 2010 New York Energy Conservation � ��: �� I__ �� '� � I �i Location: Suffolk County, New York �J � , � I Construction Type: Single-family j �' ' i � Project Type: New Construction � �l J U L 2 R 2015 i '-�-�' Conditioned Floor Area: 0 ft2 Glazing Area 11% , _ Climate Zone: 4 �' . Permit Date: � ' .�______. Permit Number: • Construction Site: � Owner/Agent: Designer/Contractor: Mark Schwartz,Architect P.O. Box 933 Cutchogue, NY 11935 , 631-734-4185 � mksarchitect@optonline.net . . . � - o Compliance: O.0%Better Than Code Maximum UA: 274 Your UA: 274 The%Better or Worse Than Code Index reflects how close to compUance the house ts based on code trade-off rules. It DOES NOT provide an est�mate of energy use or cost relative to a minimum-code home. t Envelo�e Assemblies . . . . _ . Floor 1:Slab-On-Grade:Heated 82 10.0 0.767 63 Insulation depth: 2.0' - Floor 2:Slab-On-Grade:Heated 18 0.0 1.042 19 Insulation depth:0.o' Wall 1:Wood Frame, 16" o.c. 1,560 10.0 0.0 0.090 123 Window 1:Wood Frame:Double Pane with Low-E 100 0.320 32 Door 1: Glass 67 0.320 21 Door 2: Solld 21 0.280 6 Ceiling 1: Cathedral Ceiling - � � 300 30.0 0.0 0.034 10 ` „t`; , 7 :at.�`� �� "�- . ' Q3 Compliance Statement: The proposed b '�� F�"� 'here�is consistent with the bui ding plans,specifications,and other calculations submitted with the permit ' uildin s been d i eet the 2010 New York Energy Conservation Construction Code requi " RE ec 4. . o co ly e mandatory' requirements isted in the REScheck I pection Ch cklist. 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O -_ .. . ._..___. �"� , . ��:=__�:�:'� '' - _:::_��;;:;,i:_�_:._�DENSITY ASTM D-6S9.COMPACTION TEST _ � '� � �'��``""�"'-� � -� y �;'°AS REQUIRED. �7'_1�i�2" 4).FOUNDATION SLAB TO BE 4"THICK 3500psi COT�lCRETE ON �;�_�. ;;�� ,'= Oe . --' !'j%.i:c=_--:'_=" � • _ . ;� , _. , . ,_._ __ _ ,., '" " :�. -_-=_:=_ -_ - � i i�:;�;;.._.__... COMPACTED FILL.tNSTALt 1/2"EXPANSION JOINT MATERIAL 4 O ;,tl'i;�[ ____:. � _:_:� 'iii'?: .�l;i.._�----- - -- �., ;�;.,__-_ •n . �'o= - - - 'o . �'n . _-=--��p^;;:`":�:==_=_ _ 8' �; ;,�;�, � � ;;;. WHERE SLAB MEETS AD1d1NtNG WALLS.COLUMNS MUST ALSO ,...,. � .- ; �: �,;. - � ... ;. �;:i __-., �t;: ` ::ii -- „ `� -_ _ ; ';l;P __';t: t .:�..�_.�_:';; �.._ _�... .._ ; . :__�..._....,:,;.,. - - _-• E,.�;• -,-- , .,.. _..---•:.�;_ LA R M H ESTOFTHESLA . } } , - -� ,;;'.` : :..�_:-_-.: --`, � ------_�" ' ^� '`"`''--�=�� ''�� THE BIOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE AND _ ;_. , :,.--�__.,� . �_._.__..._, <<;,�:,� _ - _.:;:.;;i;il.-�_-::r Q Z -:=;�'i'�;.�; __-_. -i,',�� _ REVISIONS 4" � � ---{ —} 30'-0" � �/ � / � T4' � / / � T4. i 1 l F l —� �'-4" g'-6" 6,_6„ 8,_8„ � � � ( � ( � j � � � � 1 �I � � � � � ( � � i � i) � j ' � TW3442 TW3032 NV3032 , v ,0 1 0 ' � ' � � ,� ( ( ti � �� ( � �� s � , , , , , �" � I /�t � ' ( /�` I N10 STAINLE55 STEEL �i ( I / ( I t � N N O �u 1 1 I t ( ( \1 1 I / \ / OR GALVPNI2Eb 1 ' 1 � � O I I I � 1 1 � r '' )� / 1 ,J WOOD SCREWS W� ( � ` r � m �� I I fr WASHERS�12"O.C. I � 1 I I i I I � � � 1 ' � , � , �� ' I � � � ' � , , , , S I � ' I � '� ' ' ' '' ' ��•a.�. o � � � � � � -- �z• I _ I i - � l ` - � I i - , i ' � I � N �- � ' -------- = o , ' 1 . , % ` � V ¢ � _ _ ,_ r., �Y N � � � N (/ // N ;�__�____� Q� �y ^ � I ( �1 �/� I I � � lI2"APA RA'fED SH6ITMNG I I I �\ // � I ( � � I GRADEPLYWOOD M , � U —. 1 � ) 1 { � I 1 / (ALlERNATIVIVE:7/16•os.s.� � � � r-------__ :— a .� �... � � i 7 � i /1 � � � � � SHELVES{5) ; r � R, � *'+ � ) �--------- � -�..� K � w ' I I 1 � � 1 � 1/2"APA RATEO SHEAhI[NG O I I i GRADE PLYWOOD e ff O (ALTERNATIVIVE:7j16"O.S.BJ 5 —9�/4 V � � � � � Iti 1) i I � � � � I� r I o - a � �:. o � � ,, , � ,! � , � , � , , � ------------=--==--------------- ---- ---------------------------- , � � � � ^ , aio srn�N�ess sreEt � � �' N - N C � U m oa�A��ANUEo � t � 1 � ' � l � ------------ 11'-1'° ------------- �-0" 4'-43/4" �� --------11,-33/4" ------------ _ � � w000 sc�ws w� ` WASHERS C�12��a.� o o � I r � I f /�' � - � _ x i � � ' �� N��L� TYPICAL WINDOW OPENING N �, ,_ �Z„ I m � � ( � � � i, ( r ` i i (LESS THAN 4'-OX8'-0"OPENING) � � } � I I 1 l I I I � r, � , � � _ II � i i , � i _ I � � ; � TYPICAL DOOR OPENING � � � (LESS THAN 4'-OX8'-0"OPENING) � " d- �XIE[' � O N � BAR ; � � pp v � cD m i to � 13'-1" ; 13'-3" � w za^oc 4" N � � i�--�� e � • • �4, � �• : ; : � _ , : F1X1G100b8-4 . � . . �. � : �•� : : ,� TW2b32 — TW2632 O . ' ' � 5'-11,,. � � 13'—g„ . � g, 5„ , �„ - i ' l i ' ( l i ' 1 � ' �_ . . . . . .. .. ' � ¢ � f � • . . ' • . � ' � 30,_�,, � O a�-+ i i e , , . , . . . . , � ! J I _ . . � ! 1 r � i � I i � 1 � ; : :. . . : .�: �: . . � .� . . : . .. .� : ; o � � ( ' '� ( ' '! ' '� ( ' � ' � � : .� : . .� : .. .� � � : . : � : �_ � � . - � � o � � � , : � , , :, � .. ,, w �j f t�� } f �f} f �� ( �. . . : , : ,. . .� . . .. . . . � � � � ti � � � � � ; ,::�: :: : _ :�� : :. :� : : :;-�. : : ;: : : : ;� . :: :�::�;�-. :: : �.�:- . :; O ��,.� � f � � t i � �� , � _ ��___� : _� �____ � :__: ..____ ____ ! ° y � i � I ( � I i � I i - -- -=- -- -- -- ---- -= -- --- a � I f` • 8�-9�� 8�-9�� 1ST. FL�OR PLAN I � � � � � I � � � � I 3/4 APA PLYWOOD q-7 w � SHEA7HING I /'—��/2" SCALE■ 1 1 r' � 1, � � �, f � � I �1 , � � I �,ti . � � �, i � � � � ti 1 � 1 ' � � 11 � i ( ; i ( � i t � i ' • � � � �� I 1 r I • �� t 1 • �4DF�2 � / I '� ( I !� I (� ( I �� { ' � � � � � I ��..O � � �) � � 0 I I � I � y � � I I � � #10 STAINLE55 STEEL � �- z � � I ' j I j OR GAIVANIZED � � � ` WOOD SCREWS W/ � � WASHERS�12"O.C. • O W � Ml1LTIPlEPLYWOQDA55EM6LIE5 {\,,�` W v 2-2X4 DF825TUDSCANNECiED / W O TOGEfHER WITH STAiNLE555TEEL F--i � _ OR GALVINIZED BOLTS W/WASHERS rn /� AND N11T5�2'-0'O.C. � V t/ TYPICAL MULTIPLE OPENINGS 3 � � (MORE THAN 4'-OX8'-0"OPENING) �1�4 ��z � N U LAV. • W.G �„T,.� �3" F.A.I. r 1 1/4 3 '�`�%� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �.�p��.Y��-tc �� L. L.O.� 3 ,f�� ,�r��SV J��i�"q F"t AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) r/�,y.,,^�°, � r��s= Y�� a� `� �.�,..�a� � -�� r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF 7/16" a — +(� � `" ` �• r� ''S DRAWN: MH/M3 AND MAXIMUM PANEL SPAN OF S FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO TO APROVEb � "' �'��,' �"' � � . a. .:,�:. ;;::.. _ COVER GLAZED OPENINGS WITH AITACHMENT HARDWARE PROVIDED. REFER TO SEGTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL a°C.1. SEPTIC SYSt EM ' r,� � <''�� SCALE: 1l4"=1'-0" � SLOPE"1/4"PER FOOT P1TCH TO DRAIN TRAP HOUSE {` � '��,•y��' CONSTRUCTION CODE).THIS IS NOT A SUBSlTfUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRE5SURE UPGRADES WHERE APPLICABLE. `'�` ..��+;,..,,.,� �., � JOB#: ALL PANELS MUST BE ClJT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUITERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �� " `"� .� �,�;'� Match 31,2015 HARDWARE MUST ACCOMPANY SHUI"T'ERS FOR INSTALLATION. � •�' C �1 �c' PLUMBING SCHEMATIC °�- � � �°� ��'�j� ,,;� ;. SHEET NUMBER: � �� r, .r,� �P �� 1�� '�f .;�� .�>..�.r. � N.T.S. � 1 e, T 1 "�� `r REVISIONS 30'-0" 6'-4" 8'-6" 6'-6" 8,-8,> � � 7W3442 TW3032 TW3032 9' � ' 9 �+" � 9' � aA �'" _ � i ' � � i i � � � f , , , , �._-----� i � �� ' 1 , { I 1 t � � I ' � ° � � ' ; , ; ; r � N �. o u 1' � 1 it ( �� `y • �i � y ,f � ,• ^ � � � � � �� r � � � �� ;� r � � r ` ,�„TUN�� f r ( � t f r 1 f , , , , -� � �, � � � � ��« I/ (/ 1/ /� � / �� ` I � WOODSfREWSw) / 1 / ' �� ^ Q Q i �, �}� � W45MERSPII'U.C. � i �' ,' � ( i ' ,� ^ � � I � r O _� � I, 1 �eQ �Q� � � � I ( I1 ' � 1 I � � �I �� tx^o.c � N N ` _______ ^� � ir � � \ � I M � � � ` f� I l ` , I � l ` �� i � �i � � POOL HOUSE ;--------- _i � � � I ', /� � � / � �rz•��a�ho�E.,w� � I � � '� i ' � � � ti , � , � y � ! �a��„,.�0 1 ti � NON-SLEEPING � � �_________ ri / cu��w�*��ns•os�� i � i , SHENES 5 , ti � , 4 ; " 1n�w,Ra.�o�Ea�� NON-HABITABLE / ( �--------- � � A � � (iuEMIP�tNNE]/l6•O.Se) ' � n � � 4 � I � I I I I ' �� I / AIRCOND1TiONED rj —g/a ! f � - AND HEATEO j� � � � rl ( 11 ' , t � � -------------------------------- ---- ---------------------------_ ^� si�:ruHir>ssr� + I O O ORGIM1VAN�D NWD SCREWS W/ N'ISHERS d 12`D.0 �� O � �� O � "� ,� �� ---------------- - N I r y ` � � i`( wwoow�u TYPICAL WINDOW OPENING N I� ' e' ' " e +e s n (�J � m (1 � 11 —1 —0 4 —43/4 '� 11 —33/4 � � i I �i �I � �� (LESS THAN 4'-OXS'-D"OPENING) _ O a m m � l� � � � � I � � N f ef � M �- � � N � - �„ — /z � � m � w TYPICAL DOOR OPENING d' c� -�.� x (LE55 THAN 4'-0x8'-0"OPENING) � ^� V � � m V � W ,y � � � WORKSHOP �' '�. o � � o � NON-SLEEPING '� � � � � � ��I 1�1 � � - ' NON-HABITAB�E `� � � � d- vv�r � o � o � AIR CONDITIONED d i , . �'" v BAR ; d' � AND HEATED � o � I � ti I I ; � � 13'-1" ; 13'-3" � r' i I r' ' I r' 1 1 r' I i , � ( � ,r ( � �r � �r ( � N ' t , f �` It , � � fi r ( il � r ( , . , : . , : ,� . ' ' . _ . � . ' , �' • • ' -'• ' : 'FWG10068-4 _ •� " : :; llxJ2632 11X/2632 ira � j �1 ' (� � ; . 5'-11": �. . . 13. 8., : � 8,_5„ ,_�„ ti � r ti � � � , ti � � , : . . . . . _ . . : , � , � , � � ; ; � ,_ „� , ` � ` \ , � =��,�Ak�� , 3p p . � TNING 1 �, �i , � � �1 , � . . : � , , i , � , � , , � , , r o � � . . . . . . . 1 � � , � 1 1 � } ti ' � ,�.: . , . . : , W I ' i -� ; � � � ; ., : ; . : . � . . � :�. :� v� , , �� , . . . . , � � � � � � . .. .�.�. : .. . .. . . .. . . . .. .� , % I ,� ' 1 , i , I r' ' i , . . . � , p zx�oFr: ! � � :�f � i �! i � � 1 ' ; . : ; � � . . � . _ . � . . . . ' _ _ . _ . . . � f-� � ( 'i �� ,� � f r � 1 � �1 � rr J ( � ___�_ ---- --_ • -- -- ----- -. , , , ,� ¢ � , I t , I n � I , � ( ' .,on,�s� -- --- -= ------ -- --- -�-- -- --- O � �'� � � ��°�� 1ST. FLOCJR PLAN ' t r r r w�o�,�W, g°_g°° g°_g°° O c� �u�E�s�z•o.� a o ��«�,�o�,e�, i�°—�i��2�� SCALE: 1/4" = 1' �3 � z.�.�.=��E�o lb(FTNE0.WRH STAINIE55 STEEL OR GPLVfNRd1 BOlTS W/W0.5NERS w�o nun s r-u•o[. TYPICAL MULTIPLE OPENINGS , � (MORE THAN 4'-OXB'-D'OPENING) �� ,�� O 30"-0"" � - t� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATNE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) i � i � � i WINDBORNE DEBRIS VROTECTION FASTENING SCHEDULE FOR WOOD STRUCTIJRPL PANELS WOOD STRUGiIIRAL PANELS WiTH A MINIMLJM THIG4VE55 OF 7JI6" � � � i � i AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMTffED fOR OPENING PROTECTION IN ONE-AN�1W0-5TORY BUILDINGS.PANELS SHALL BE PRECUT TO � i � i CAVER GLAZED OPENINGS WfTH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTiON 1609.1.4,1609.6.5 AND TABLE 1604.].4 OF N.Y.5.RESIDENTIAL � i � � � CANSTRUCTION CAD�.THIS IS NOT A SUBST1ilJTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. � � � � � ALL PANELS MUST BE CUTTO SIZE AND READY TO USE INJ ANY NEW WINDOWS AN�DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENiNG IT IS TO CAVER � � � � HAR�WARE MUST ACCOMPANY SHtJTTERS fOR INSTALLATION. � � � � � � � � i � � � i REScher.k 5o��are\t�r�ieen 4.6.� ComRtian+�e C�rkificate --------- � R�� -- ----- �r; —- -� — � � Erzsqy[use_ 2@Il1 Nnr Y�t E�r9T Crursarsa2itw[ ________. � 1� !_ .._ ._:_., -----�-� � � � L«=a,a.s .Sv[folk Cmu*ty.Ne�►Ya+ic � F'-- ' ca.aauc�srrygr sip�t#am,"�p ,-�Y �,( Z M1opec<LYBE }jqfCa�t3�Ttlili4R ��—————�� ^ �� Lcnd'zw+:r�#IBarR.ee-Oft2 \ ' � i " G3�r;.yd,se i2% _____'___ i � r , � � W c�...«� s " � a � i � 3 rrnr:c t3Mc � ` � 1 1/2 �� va OPEN `{ � � W C� canserun.snns;rc r,.ncr,e�tagenr. �gr+errca�craecw: I I ` Q"� l 6 W O ��. ,��,..ro.¢,� T� LOFT N � i ' "' i � _ �w.� ��'i�rr�g� BELOW l J � U� U 13„ �'�"e�,� NON-SLEEPING (� �` ', � , Q � _ F^� � NON-HAB1TABLE ; , � c.i U �.��.>,.�„�. .�.:� '�,�,�,"�'°?�' .��,.�.'..�„;:P_..:. ,�cy�;��:�.�.��•�.., ��;;.0 x ��,�,�..�:.� � AIRCONDtTIONED I ---- --- �T � t t/a 3 ��..��»�r�+��.��«� AND HEATED i - ��.��...-�.�.«�.�.a�,.�.......�.a.�.A.,� j � h�+-y �� C.O.� 3 E6*V£'?Z��5at��iFQ� 't-C - ---- --�-�._._-- '� ,''rr -" - � � '� #`s, 'C� �a'�,�� :' ' ��', _ .:. 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IYPICAL MULTIPLF OPENINGS Q (MORF THAN 4'-OXb"-0"OPENING) 3o�-a�� a,, WIIVD-BORNE D�BRIS PROTECTION FOR WOOD STRUCTURAL PAIVFL AS PER TABLE 1fi09.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT IJSING IMPALT GLAZING) i i � i i WINL?80RNE�EBRIS PR6TECT[ON FASTENING SqiEDULE F�R WOOD STRUCRIRAL PANELS WOQO SiRUCTl1RAL PANELS WITH A MINIMLIM THICIQYESS 4F 7116" i i i i � i AND MAXiMUM PANEL SPAN QF 8 FEEI�SHALL 6E PERMITTED FQR O('EIVING PROTEC7fON IN ONE-hND lW0-STORY BUILI�INGS PANELS SHALL BE PRECUT TO i � � � � � IXWER GLAZFD�PENTNGS WITH ATTACFIMENT HARDWARE PROVIDEQ(REFERI'�SECTION 16i19.1.4,1fiD9.6.5 AND TABIF 16I14.1.4 OF N.Y.S.REaDENTIAL � � � � � � CQNS1TiUCT10N CODE}.TI1I5 IS NOT A Stll35T37U770N FOR DESIGN-PRESSURE.ALL QPENINGS MUST HAVE DESIGN-PRESSLIRE UPGRADE5 WHERE MPL1CACiLE. ALL PANELS MUST 6f_CUT TO SIZE Mlfl READY TO USE ON ANY N[W WIN60W5 AND�OORS SIiUTTER.i MUST BE MARI�'D f-0R WHAT 0{'ENING IT IS TO CAVER ' ' ' 1 ' i � t i i i HAftDWARE MI�T ACC�MPANY SHUTfERS FOR INSrALLATlON. i i � i � i � � i � � � i i ______-- O ---�_-_- � � Z ___-_--..- � � W O � � � 1�-�{ Ll.l C� OPEN � C��" J �,1J O TO L�� N 1 �i � I I„h 11� s BELOW NON-Sl.EEPING � � � v LAV. W� NON-HABtTABLE �1' � v � �3" � �T � F.a.i. F�-�1 13/4 3 , '•2L':,°_,�.�•.,,ri�, M. c.o_� ��r'��s� '4 RC 3 ..��"✓� nAI S`/� ��,�. 4 — � ��Vi`+ ��r �' s TO ApROVED �' �� '�� `� �',� , M � � �A' �� DRAWN: MH/M5 4"C.I. SEP'TIC SYSTEM � L4;�... .:';.�.�: t' SLOPE"1/4"PER FOOT PITCH TO DRA1N TgqpHOUSE � � �� ''�`"' u � _ ,�,�� +`� '��`�,��' � SCAI1E: 1/4"=1'-0" ��z `'' ��' , —, � r �L�J B� � SCHEi�/�ATIC _ ___._ . � __._.��..�._.�_.._ "�'"` �` .a �, S �:,: �� ,,}-� � JOFi#: ' i June 15,2615 - �'-J� _ ______-.---�i.+ �� ;' t .�� „� SHEET NUMRF,R: LC.) I � ; r, �� , �._��- .J.� N.T.S. • � � ` �� r'',�^,�i � �`� �� M�-�" � �.-_ _.�,__�;� ---�,-� SCALE: 1/4 = 1 �-� ; r�=�� i~ ti ,. s ' � _____�_�_____�___.�__ �4 ""�___._� ---- ' � ��,` j' . � � _�,:�..-"�,_ . - =; ; , J U N i 5 ��j5 �',.:�:.'. �= � � � '------�.;_^__.____._.__ .. l I __:_ '___�.._.-__.� REVISIONS: S1TE DAT�A: SCTM # 1�00-109-�5-14.18 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 40,423 0.93 ACF:ES ESTIMATED AREA OF 3,00�SQ. FT. GROUND DISTURBANCE: EXISTING L�VING SPACE: 2,489.8 SQ.FT. 6.2% N 89��'�0" � � �'`� EXISTING GARAGE: 518.7 SQ.FT. 1.3% `� ___�� 7�•�� ; E;{ISTWG PdRCH: 43.6 SQ.FT. 0.2% � ��` '�, �� EXISTIi�lG DECK: 671.9 SQ.FT. IJ% �� W ��` . s*�� [3724.0 SQ. FT.] [93%] � ` N � Ll� � � EXISTING POOl: 800.�0 SQ.FT. 2.0% � � O � h� 1RRIGATI ON Z O POUTDO(�R SHQWER 46.6 SQ.FT. 0.1% 0.25 CU.YD. 0.25 CU.YD. V��JELL � � �0 • � a 9 LOT � W PROPOSED DRYWELLS: O$ � E'" C% LOT � TOTAL• 4570.6 SQ. FT. 11.4% 0.25 CU.YD. 0.25 CU.YD. � � r� � � F� � CP OUTDOOR �� _ 33.3' �� SO.�� 18•� REAR 1�4� '�I' .� - - ` - -'_ ' - - YAP.D 33.0 FRON W E LL�� YARD �j� x� � ,....,_.._.......,................................ G'L"� � � 1 -�. C� ¢ � i i i i i i . i i i i > 1J�0� � N / O / F � � W • � I I JOHN A CUSHMAN EX1S7"INGHdUSE � EXISTINGGhRAGE � � W � C�RMINE P. & � ' I a I�� ' ' ' ' � i �i �� 1j j ; DORTHY AIELlO ^A � � �� i � ! 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I '=_= ��':==_-.:.� ii s, '� ' I REVISIONS: S ITE DATA: SCTN► # �000-�09-05-�4.� s DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: , PROPERTY: 40,423 0.93 ACRES ESTIMATED AREA OF 3,000 SQ.FT. GROUND DISTURBANCE: EXISi'ING LIVING SPACE: 2,489.8 SQ.FT. 6.2% N 89p��'1 O�� W EXISTING GARAGE: 518.7 SQ.FT. 13% ' 173.�8� EXISTING PORCH: 43.6 SQ.FT. 0.1 % � EXISTING DECK: 671.9 SQ.FT. 1.7% � • W [3724.0 SQ.FT.] [93%] d" N �.w � . � � EXISiING POOL: 800.0 SQ.FT. 2.0% �" w �'� � � POUTDOOR SHOWER 46.6 SQ.FT. 0.1% o.zs cu.Y�. o.2s cu.Y�. IRRIGATION f� � O LOT W�LL � , � � a PROPOSED DRYWELLS: O LOT EX STIN � W � �OOL � Q � � � � TOTAL: 4570.6 SQ.FT. 11.4% 0.25 CU.YD. 0.25 CU.YD. L� On F�-� � � O s��,�i�.�,�.. �.�� i�c2, � C P �U �� CP CP � N ��- O S O.� OU�DOOR �84� -��" 18.0' �� w e '' 33.0' WELL 32.8' � 0 I�� X/ � �................................__........................... W � i O � � N / O/ F N / O / F � � � W EXISiING HOUSE = EXISfING GARAGE �� W � ; � ; � ; ; � � � � JOHN A CUSHMAN � CARMINE P. & DORTHY AIELLO ^, O O i i i i � � t�..�, �� U , i ii i , � � '� � � � � 4 8.9 �„� � �' � � � � , ' (� c�3 N U � � � � � � � � � � � O � i i i � l i i � i i i i � � �O• i i ii i / % i i ii i � i i ii � � � i i ii i � � � � � � B�uesroNe i i i i i /�/ �R��EWqY � i � ii i ii � i � i ii � � / � � r � � O � � � � � � � � � � � � I I I I I I I I � I I I I I I I I I I I I I 1 I I I I I 1 � � I I I I I I I I I I I I I I I I 11 I I � EXISTING � m � � p WELL � � � � � ii ii ii ii ii ii ii i � ii ii / � � sepric 45 +/- m cn a� u � i ii � i ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii CP �/ a �n r, � � ii ii ii ii ii ii ii ii ii ii CP / � �..� � ,_.,� � � .� � � � � I �--� 1 I �--� 1 I �--� I I I I I I I I I C P � '�.� � .. � X � � L � J L � J L � J LI�IJ L1�1J � I O .... ' � • � � � O `.` O � ^ � r' � " � '_' O I O ��`, O O � � � '� � . r , � � � u � S l D E E L E�!AT 1 O N � � WINTER PREVAILING o SITE PLAN li _ _ _ - - _ F EZO N T E L EV AT l 4 N �~. PUBLIC WINDS M SCALE: �� - 30�_0. F-_ r,� �, , � � � � � OV WATER N __ - � U � � v SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" o � �r. � �� 154' �ti i� � S. ,-��,,� N a� � � � ��' , '� R = 996.63' L = 152.77' N 89°12'10" E S , '�� w 3 '' i P, 21 .00' '` "s��n,,�-� E W -- - I�� L.�fr2,."C� — - - - �� Zr� IQ.r�2�(�p. w ,_ „ ,_ , ,, _ _ _ _ GFZEEN V�IAY N � 4 2 3 � �2 1X6 CLEAR 2X4 ACQ 1X4 CLEAR � V CEDAR TR1M STRUT (TYP.) CEDAR CAP � � \ � � SHOWER HEAD � � 1X6 T&G VJ � � AT 87° � � 6�_p�� 4X4 ACQ CEDAR SDG. � � � � POST � � � � ,�-4�� S IT E P LA N � � � BEN�H 2X4 @16 OC 1X6 CLEAR SCALE: 1�� = ZO�'O� � � �� N ��_6�� 4X4 POST CEDAR TRIM � 5/4X4 DECKING • � _... --- __- —– � � c� C`. --- - _ =- --- _ _ - MEETS & BOUNDS _ _ -�) � ' �� ' � � � =�� = � � _— .:: _. — , ,,,,,,,,,—,,,,,,,,,—,,,,,,,,,— BY: JOHN METZGER, LIC. LAND SURVEYOR " �� --.�,.-.-� �x..:..�,� r.:.,:� r3 p� � "{j"f r.: � .�' .�..'� �/� I 7 7! niuuii-:niinii-�nniui- . � 7 -11 �/4 BLOCKING g�� p�A LICENSE No.: 49618 c � � � �� UNDER � CONC. DATED: jUNE 13, 1996 (UPDATE 10/11/1996) ��."��`��j�`�� 3-0 PosT r;�� 's� � �:��,��. . PIER ��R- � '�� vi , ,�� ' `�a�,, ;��,�b � P D J ��4ti '°il'Yt'r:F� �4' — — — — +u� /!T� �6�'`�}°,�z"� �t^'; DRAWN: MH/MS �q FJ �4t'ty,*f SP.�r4.� SCL1LE. ;�'y;."��,�� , 1/4"=1'-0,� F LO� R P LA N , ,� , � �.. . � JOB#: „ , „ C R�SS S ECTI ON �' �-�� S C A L E: 1/4 = 1 -0 `,� . � Au�st2o 2014 -� �� .��'� .�,.F� SHEETNUMBER: 1/ 1 1/ '4�.t - SCALE: 1/4 = 1 -0 -��F�Y�� - �— �-�� REVISIONS RETAl�d STORN9 WAiER R'Jf�GFF PJ�;SU,'��vT TO CHAPTER 236 ,��,;:�x`;-�,�;�'i�k� D�; ��°�a� OF TtiE TOVJ�J CODE. ��; o,a-r��.��?.(L�`�. . ;��?,I��-�� E:��.,�m_, ,�. -�. ,.�'�� .�.3 0�. ��^ �� P,'.ril=Y L3U�LC,�i,;� ; :, ,�,T�.�-;,`-�, �T `°' �r��1��D ELY" 7c5_13o� �,�°� �:� �:-�-,,,' ,:c'�,r� ;;��. � ENCLOSE POOL TO CODE �C;LL�G�d!NG f,�<;;,'a=C;�i:�;;��': UPONCOMPLETION 1. rQU`;Dt;i(�;�I - TG'vCs (ici�'._l�;'''� SEFOf�L °�/ATER" ��=� ''�}��D C�.�,',;,-�;��.� rf (� ��:_ , G. i-1 n I i r.�.� 4!.�'..�.-. � , _ _ ✓+.'�-.,-, ' �"�n, �, �u Ct �L�.�'1.�ii`�'., .�. 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POOL CONiRiK�OR STf,Vl A15�SUVR.Y pEQV12Ep UNDflN,RIfITEqS STOPS M'D(p IANDY MEVERLUBE VALVE GERTIFICA7E O 1'_INSTALL 1�mmp W RIN4 LOA�CENTE0.(1)1t0+3D VERSpNALI'fV NQ�S: 11.OVERfLOW DRAIN TNE�IMO DRWVELL VIMUTOMATIC FlLL eti nrvb suaae cao�rnoN.vnae rz1 Furna�n m'reru,tz) SWlMM1NG POOL TO BE EXCAVATfD ONE FOOT OVER DEIlGN SPECIFICATIONS AND HEAiERS,(IJ INTELLIFIO%IA�P F60.SPA 1Ef5.f3)POOL IIGHTS.(1) 1].PROVIpE CONCREfF SU6 FOA POOLflLTER AND PUMV. 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BREAKS AND BOND BEAM. � SlT1NG MATERIAt3 ANO TEC�CCII CIXOR PREMIVM GROtSr VJRH PREBLENDED COIORJOINT.'FORCON9ff,WT COLORTO MA7CH STONE THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GLINITE MIX SHOT 1NT0 THE z � S!'EE!CAGF AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE � W � POOL(BOND BEAMj AND NO LESS THAN 8'ON THE WALLS AND FLOOR. W O ' INTERIOR FINISH OF POOL TO BE"PE68LE TECH°DURABLE FWISH.COLORS AS PER OWNER. � _ Q C� U � � � NU � ..�;�. ;,�•,:;�..�_, , , �:.,_.,� �!�'+�;�+,;�N.. .� _ a. .. �j, � "�':' �' X,,� '�`i:~��i�3� ,+ �^ � :�`'�°,`,� ,� '�, , ��`� �:. : �^�.,r"r�� : f�i�P�c'"' �.A{��°'�� + � �{'(,� � P�.°! s '�..:'�`�� p�r A? � DRAWN: MH/MS � � ' � � ,, n �� E �'' `'�°�"�^�::�-' �'� SCALE: lJ8"=1'-0„ t� � i, �;:s;`,�'�� •h,� JOB#: ��t ! ,'� „ / �'�� February 23,2015 i : �"'v;� a�.�� '� �� SHEET NUMBER: p�,. �� `"``�,�,_,.4 e�.�yg.:�,�. w �- 1 From The Workshops of C�UNTRY CARPENTERS , INC . � � NGLAND S ?' � �l �� 1 a �� , � ,.,� , � - - c�, = � � s� �� B E U 1 ti� I'�� AM B - _�, ._, -d- �� Y�_�-,�.� ,�„ � � �- -- - ,�. -�- - �-�--,�, T �. � —.��,�.�=r— ,, �=,�.�.—,��__'��.�.=r,- ��i��.�:=r��=,�.��-„—.�—i�,—,�..�. `-�_,I-�-.�-�=� `-�-�_--�,��'--,-,i-�-,= J' ��_ I � , �.- ��- -.�- �� ,, i �, L, �� i ��_, � --�i �i=�-� =i i ��r=�-,�--�- i i -r-r- � _,..�� --r-�-�r 4-� a-,� �-+-�--r-i-m' �-�., �,�� '�""'�--rT-r-r' �- ��- -J- F -� -.1-��-'-.�-�-G-�-1.-��-�--�-��l-��-��.� -1��--��-d-��-=.'�,._�-„-1�,��-J +-�,�1=� -1��^l=.�-a-��-��-1,-�-i--l��-l'-��-=.��-1�r-�--�a�-�-.�-�u--,��,��-)�r-i- - �-� ��-~-� � __ _ _ -� _ �- -li-��l-_ - �ar�rl�_ �J�i "-I-i �.r-..i��rl�_ ��i �I�� ' �r-I-y_ ��.i ��\�i-=T=, ��-I��-,r - �.-�.=r- ,, �=� �_ ',--.��,.-r, -�=,�.� _r-„�.�T�i.�,-�..�=r,�-�=�.� _ — �—�i�.�:�, =._,,-��—i- -�-=i—� ��_.��— �.__ ��--,_ , �--`, �, ,, i b-�, �,-L�`- i�, �i i—�-� i i i r-f L-.=,i��'�i=�- __i—�=�i•-r=`-�_,i-+�a—i -i- � -, �„� �-�--r- �.- �-,�.�'� � -�__�-�- - �-�,,'-,�� '� -�__�- ^_' �� -�—,%�.��-�.--,��-'i—'--'—,��_,~�-=,��-�_��,_—i-��i�_,��-'-•��.-�=„=i��—�-J—,�t= �-i-�.=. T�.��.A;.-r�—r-�=,�..�'�,—.�,-�'.�_��.�.�„=r�;�� =�,�'�,�—.��.�;_,�..�.=r��=,�.��,.—.��.�. =,_,�_�— ' , �� -�_, �— ' ,-�— �+— � � �-.-� � � i ,, ��=i,T- Q-� ,— , �, �- t i� i,=r=L.-_,�-�-��- —,� t-i�,-s=._,i-±�—i = �-�'-r ,_�_�-,�'—`=,� .�='T ,-'z`�'�' "� , ��.��'r�,.'- � Y�'� ��,__,�'T' `'�,- - ��-�_ ��r �—„�,, '�-i,-�� _,-�_,r.._-__,�-'—,i�� ,�,��-=. �,�� -i�—,�� -��.—;,�,�.�.-r �=,�.��_=`'.�,��r�--��-,�.� _ _��._.��.�=r�,—�,-,�.,�,_ —iTi.�,�. — I =-�=�i��i i=�_`�,�=i��-i,=r=`-�=,i—F�i i=I_, �_;'��—�t-i�r-��=,i�=��i=�_�;� _�i'=~i—,-r-'=._>��+i� i !�� " '�— — ` �—i--��\ /--�—m' L+—— 1 ',_, �* /—�—rr- �-- �, . , , � �—�� =`=r.' _—,�� h�'_�J—� � � � � �—J,'�r— � �� A-^ � —T'"�`r.-�—� —),— i--� �l- T —j_ i—��—,l_—• �--1r—�.^—„ '�- �� ,.— ��—�-- �� i. �� _�-=,��—�.-1—�i--1—��1--� ��•^i—._ —^.`�—�{ .i—�=. —�r_ --- i��l.-„-.�.-7�''i—�.�:'_-�'�L_�1_ r"�.-��-'i-��"�.'��-'_�.�._ ' USP FOUNDATION CO N N ECTO RS ATTENTION FOUNDATION 8" CONTINUOUS CONCRETE WALL CONTRACTOR: _ ��PA 18�� *CALL BEFORE YOU DIG! *CHECK WITH OWNER TO CONFIRM PROPER TYPICAL PLACEMENT AT ORIENTATION OF ALL MAIN POST LOCATIONS: BUILDING. — 3" IN FROM CORNERS *CALL LOCAL BUILDING - OR CENTERED ON POSTS OFFICIAL TO VERIFY - AS SHOWN. PROPER FOOTING DEPTH. *CALL LOCAL BUILD�NG � �� SIDING OFFICIAL FOR PIER OR FOOTING INSPECTION PA18 POST 3O'O�� O.A. SEPOURED.Y CONCRETE PURLIN P.T. SILL ANCHOR 12'0" � 6'0" � 12'0" *TOP OF WALL TO —7I�— � NOTE: � � FINISH FLOOR HEIGHT CRITICAL TO PROPER i � TOP OF WALL � O" �8" ABOVE _ _ _ _ _ _ _ FIT OF STAIRS WHEN _. _ � _�-, APPLICABLE. � ' i / T� / / Ti ! � i� / / / .- -7 �T�� , � �- -�-i_._ _�_ .T7_'_i� ��- �� GRADE � FIN.��R. �% .. ._.,:.::::., ..;_..:...:`�: � � :. ..:.:::..: ..:..:. :. ..:.>,:, ...:.:-._ . ._.. . .... . ... . . . .. ..;��.:.,_:.,_.;:,.:,;..:,._.-....:.;:.:, -_;.:�:.: ,-: ;_:;..::-.;,;_.-_..:;. *NP � �4" CONCRETE FLOOR 4 � � " DESIGN SPECS _ ON . : - . . :-.::- _ • : .�;: � : ;� FOUNDATI p � �, :::•.' �11 f / ,1 '%L� L ��' � L� �/ i / � / , , � / i � / �1 , / , . . . , _ /. _ � ' - --� � � 1: ` � � 1SHOWS 8x8/POST=� i 1 � -- � ' � 1 ' � I �% `:.,:i, � _. _, , . ,-=- - I I ' 4-'�� - -' �; :, I TOP OF WALL TO' i i i N, '. �� ,: , � ;�; �� - CONCRETE FLOOR � i \ FIN. FLR. AT STAIR � � � I, , �� 3500 PSI PITCHED � ::,, 8 CONTINUOUS LOCATIONS ABOVE _ � �/ .:!�. �� CONCRETE WALL ON I I LOCATION MUST �E� � � � '' ::: ' �� I o ., � �� „ i i I � - 4 1/8 PER FOOT. r-- 20 x10 CONTINUOUS 6 OR LESS FOR r. �:�; ��w v 8" COMPACTED f', ,'!.,: � FOOTING TO HARD FIRM I ( PROPER FIT OF $TAMR.1 _�_____�;; :; �� - CONCRETE WALLS �� I - �' -:: �� UNDISTURBED EARTH � 4 = = 3000 PSI. �� z GRAVEL o i;- ;:.,: , � i - f.- ..:. � r� o � - - �-� ,::, , m z I — O �/ `' j � ---- -1- ��`•"' �� p O *REFER TO SECTION �� % '�'� �� I I ' l,' ,'= '� � � PAGE FOR ADDITIONAL J� U�O I = (1) #4 REBAR 12" FROM �' �,� n F-- -- .� � �Q� � 00 p TOP OF WALL, CENTERED 10" CONCRETE PIER ON � � ' ' : � FOUNDATION DETAILS. ...' �� ,..------ -h' J U I d' v (1) #4 REBAR 3" TO 4" �,� -;:" �I 24x24x10 FOOTING i �; .;';:� %� � :� ;% TO HARD FIRM -�; ..;�' ,� J�w ' a FROM BOTTOM OF . I;' .;:,, SHOWS 6x6 POST I I UNDISTURBED EARTH. � ' ' ` a • i------ �, ::: J�� a FOOTING, CENTERED Q I -::;:` �OCATIONS ABOVE �� 'I Q MIN. 48 BELOW GRADE � I' QOp �� /I ` ' � � '� �;,�%E - " �---- �� _ c� � i o � �F— � � i, ---------------- �'; !a � ; a ------------- � --_ + � v O o O I ' . I O _ _ Y �_ '�„ 4 ..+'—'_'—'I/, ` I I. _. __ __--�Z N I - - Q LJ I L1J i '- I d � � a �— � � O � I L' i/��J 1 4: ��, �.� I Z � �1 - O � �V �L �� ' L----- �a,� � p N i, .-�: � I I NOTE: TOP OF PIERS 1" i 0 3 I N „ � . •':: �� ABOVE FINISH FLOOR �oI� -,{ � 20 �/ :��:;� � ,o , '—'—'—�-- ;,; � 4" CONCRETE FLOOR WITH I I �' .� ��' ' • : � 6x6 WELDED WIRE REINFORCIf�JG '� '� - � r I I �, ., 1 NOTE: FOUNDATION DESIGN � � �� r� ' `° � � I/' :: BASED ON SOIL BEARING Q `/ '.,' � I I Y �� O CAPACIN OF 2500 P.S.F. � b , `;.: ,� ��, ,. 'I _ � � , .. _ ;, I I � � orn � ;;. I � '�" , �� ; ` .,i c.o - �� :� 9 10 � I �, �':` � ,�� r, — � - . --� T- -- I I x � � — � _�._.�,_ -. - . _ . ._ . _ LOCATION ABOVE iiFA3�� G� � rJ-,'-'�% 0 R OPENING , '_,- --;;� Tr,,-� -,-,-�--;�- ; . � i .�,_:��4— I DROP WALL 12" :: ": - - - - _ � % _,. . '.:-_ - � _ = - - I % , , , , / �,- _ .11 L!1�LL:... : .. .:.. .. � :__: ,_ _-'� _ —�1!`/• _ ,—;�1'1 �_� �.,-�-- � -, _ _ � "1-'fI —�� '---= -'J / FA3 FOUNDATION CONNECTOR TYPICAL PLACEMENT LOCATIONS: 12'0" i 6'0" � 12'0" - 2" FROM DOOR DROPS AND - AT MAX. OF 5' DISTANCE � � ALONG PERIMEfER WALL - 30'0" O.A. _ rn rn 1 " SIDING � 9,0" � 8'9" � 12'3" � POST I I FA3 i i MUDSILL P.T. SILL r,� , ;f;� ,,,_, -, r_;__ - T v i a � , - a �';' , , ANCHOR -- � �� i ,'� --------------------------- — -�� -� NOTE: �L�1� � ��_'; �j�!; %; TOP OF WALL � Q" ( I-8" ABOVE � 8'g" � 8'g" � 10" CONCREfE PIER ON GRADE � ��N.--FLR. 24x24x10 FOOTING � �4" CONCRETE FLOOR U�DISTURB DMEARTH. I P � MIN. 48" BELOW GRADE C'� i=— I � o \ Z�w I �� GRAVEMPACTED FO U N DATI 0 N P LAN S CALE: 1 /4" = 1 'p" mo� � � a '�Q,��O ,��`�y0 U.JO ( - (1) #4 REBAR 12" FROM FRONT � ��'� �� .�� p Q� 00 p TOP OF WALL, CENTERED COPYRIGHT NOTICE: �- a � � —�(j� I � P (1) #4 REBAR 3" TO 4" THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY � J Li-W � FROM BOTTOM OF CARPENTERS INCORPORATED, THEY ARE THE PROPERIY OF COUNTRY n � 't :�„�r' �]> i� 4 CARPENTERS INCORPORATED WHO REfAINS ALL COMMON LAW, 7� �:�~l �f . -�� I a FOOTING, CENTERED �� r � �' Q�� STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. �� {� U i .��, ,665 � � p 4 �� THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, �`�� '+ P � SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS �.� �Uc,y'`1�� ' o � I INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN "`�-�� I a � 0 � a � THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. � �_ THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL 8E PROSECUTED TO TNE FULL EXTENT OF THE LAW. DESIGN ONLY 2O�� THIS PLAN IS LIMRED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAGE 2 ALL MAIN POSTS & BEAMS GRADED #1 8c 2 N.E.L.M.A. EASTERN PINE, RAFTERS GRADED #2 S—P—F, 8c JOISTS GRADED #2 HEMLOCK UNLESS OTHERWISE NOTED. FOR ROOF BOARDS, RAFfER LAY-OUT NOT STANDARD; 2'1-3/4" FIRST AND LAST BAYS 1" 2'0-1/4" 2,�� LARGER. 2,p„ �--��—,�' FOR CDX, LAYOUT TYPICAL � •� 2x12 RIDGE � 30'2" 2x12 RIDGE 3x4 ROOF �+�o �2 �� COLLAR- 3x4 ROOF OVERHANG � TIES �� 48" O.C. OVERHANG 4x6 GABLE NAILER S� 4x6 GABLE 6'2" � �A,, 2x10 NAILER WINDOW � � RAFTERS N-y----BY ----- o C 24�� .C. I � OWNER � HTP37-TZ 3"x7" STEEL ' PLATES APPLIED TO OUTSIDE 8x8 - wiN�ow = OF FRAME BEFORE SIDING! HTP3 -TZ 3",'x7" STE'EL eY LEAN- 0 RA ER BEAM ivl OWNER N� PLAT S APPLI�D TO OUTSIDE RAFTER, 8x8 BEAM & 3x4 GIRTS ' 2k�p 12 OF F AME BEFORE S''I'DING! SUPPQRT BLO KS 2x4 SHOE, EXTEND 1" �'q �6 8x8 BEAMS MAX. SPAN FIGURED 9'2" BEYOND LOWER FRAME ::6'0" 3" FACE 6'0" O� �`?F�,S OF BUILDING 24" 3x4 �� 2�,, BRACES BRACE �' 0 2x4 SHOE IS OUT 1" r-1 x8 T & G DECKING . - - ------- -- --- ------ - - - - BEYOND OUTSIDE � 4x7 FLOOR JOIST � 24" O.C. � .._. : 6x10 �� 4x7 JOIST NAILER :� END OF JOISTS. 6x10 CROSS-TIE : MAX. SPAN FIGURED 9'0" 4x6 NAILER _ CROSS-TIE � 28" 3x4 8x10 � 1 x6 TRIM BRACES CROSS-TIE 28" 3x4 9 � N 9 � N 3x6 HEADER N �� 2 BRACE 6x8 BEAM 2 7 Y � 2 7 3'7" cwi � 3'7" � � 3'7" c`�i 3'7" - APPLY LEAN-TO NAILERS � v, � __I � �� Q �, = � � � - � � � N AFTER LOWER SIDING IS � � -j---- -�--- � � -�--- -�--- a _ APPLIED. � I Y � _ I ' _ � _ � _ � .— '�t c� WINDOW - WINDOW WINDOW co WINDOW �n N � WINDOW co WINDOW �n � ¢ f— �' N �' �I BY !n I BY Y I � �I BY �I gy Y �I 6x6 POST (n � (n �I BY M I �I BY d- OWNER Q st� OWNER � � � �� OWNER Q �� OWNER � � �i CUT ON SITE a _ I M 7" 5'4" 3x4 GIRTS � aWNER 5�6�� 'OWNER � I � I � `n, C° I � I � � �'I 8'0" 3x4�FILLER co �o I � " 3" FACE � _ 34 3x4 � -+------------ � 80 = _ � I -I----- 9,�0, ------- BRACES �i 34" 3x4 i�, BRACE � P.T. PAD , P.T. SILL P.T. SILL �-��----FINISH FLOOR------J LEFT FRAM I N G S CALE: 1 /4" = 1 '0" FRO NT FRAM I N G SCALE: 1 /4" = 1 '0" VIEW FROM OUTSIDE VIEW FROM OUTSIDE - �, 1 ---� -- ----- - ----- -- r, - 1 --- '� -- - - - '� --- -- -- - -- - -- - - - I - --- � , '�� ; I ; i �,; ; , i'!� r_� �i' [Ij ; � [ I � I' j ' I � � II � � i I , LEAN-TO RAFTER 'i � I � , , LEAN j 0 RA ER ;, SUPPORT BLOCK I LEAN-TO RAFfER IS IN 1 � - �-- II SUPP �RT BLO, KS jl �� ' 1 !,I BEYOND OUTSIDE EDGE , -- �--- !- - --- --- --- - � --- - OF MAIN RAFTER. � � ,� - 2x10 I� � -- - ----- ---- - - ---- --��- RAFTER �RAFTERS I PADDING _ -_- _---- 24-_O.C. _- - - - � � I'��' �� -- -� -�-,,_,,�„-. _ --��-_ -- -��-�-�,-,, - - -,-�-�-,-,, ,�„ .�,�� - -,-�r-, �_� --r1 , ,—,� � �—��— �— �_��-- —�-- �_��— -,�-�-,r-^.,��-„-.�__'.-„-,��,.-r- ,��-,�� „=r- ,;, �-,�.,��„-.�__'.�„-,�.�,.=r- ,`�-,�.� _ � , -, ,-��-,��-,,��-,_ � -,_�+_-,� ,-,_ ' - -� ,-��,,_��--,�,�� ,-,= , , -, ,-�_�- _.._.._ ---.� ��, �� '�'.`—, � � � ,�'_�_, � �� —�--�-�'—�_, —} � -�--�r-.- r=�^ � �,—�--,`�, �� --�--r- r_ � -��,-1�—,��--�� ,—.��1=�-+--�,—, �_i—_l—�,�l=.�-�--=.'�..--,G~�.—, �i —.t=,�—�=.��—�.—, —.��-��.--1'��—~�--lr—.��1=.��_�,-��-1—��—��l=.�—�-=,'C..�-��,--)��--��t=.��_.�--�-��-1.—� �—i —r—��1—��-�� . �+--�—1. �=i --.—�I—��,' ,r T -�,�—� _� —r—�—I—��_, ,�_,� =��—I�_—.—�_�_� ��--, -�-�=,�.��t_i.—;,-,�.�;,=r--.�a�=,r-�.��__'.—;,-,�..�;.-f��=�=,,..._.=-�.i-i.�.�.�.-�,-r--r�=,�.�� -i—�—�F—��_,�-4�—I— —��_�—�_�-�s—r-'1=t=-•�—f�—I— ,J�=I—�H—I�i==1�1—F�—I— �J`-1—�' �' � � � I'—.'— �� '—�'.— �i 4� I'—�'.— �—,-i � ' � I �-r _ �--� n--- �,�� -�-•—ry__�.-ri � _ � ��__� � '�_� �__� _� — ,� � =.'�.��_Y'�.—��r—J—�,- ii�"��-_,,.—�i=,�_—�—��' ,�i=,��—��.��,��i��—� ��;��=,��.��„�i�, -.�-�=,�.�r=-, �.��==��_-��.„=r �-„-_�-,�.��'-='i.-„=,��,=r--�'�=,�.��T��.,=,��„=r--;��=,�.�'-, ��JtJ '-`�_�-�-,��=,-,,-,�-�- .-,_,`_�-��-� � �_�- �� _ � � ' ', _ - ��—, �— _�— �,—�=,_, t='—�_ � �—�—� �.. .,��-� ��-r�--r-�-_�"�� L.�� —� ��--,�_'r' tr��! ��,� ��_�__�_ �r-�' i,�� -� �-�r ��—i�-1—,�—�—��„=,i—.��-_,��.-.--,G—��-1�-,�—�--6��t=,�—��T��i._-)--��--6�,=5=,��--.Tv��-�._-1�, —r�r— -- --r-��-- —i --r�i��,� „__ �,-i�= �i -�r-�� -- _.�"��—,-�_�—� �r, �_��=�.�.-,.-.�TT��,�,-r�==�=�.��-Ti.-;,��.�-r��-��=�.��-Ti.-;�.�.�-r,��=�.�.-. �I�� __�s=�-�,��==,-,,-}�-,_ ;��_,-�-,�.--�--�-,,��-�= ��.-__,-��-,.-,=�-,-,,-��-,- ,��-�� '.. � i � �i—,i �, , ,� ��—i.. � L.' 1�—i'.. � � ��--��--r � � T_�__� ^� � �--�� —)�, =.v—,�.-1��—�—�—�—�.1=.�,1=,�..+-�—� =1,—,��--��1_.�—�-=,'r��.-1�—��J��1=.��.1-�—�, � lJ�� LJ�� 'Y�~�i-1�—��--1��1'=_�,—'r�--,��1_)��i_—�i�,�l=_—�'r -��-1—��—��.�1=_��..+-��i-1—, —I� —�- ,_„�——�—�__ __ �r-y—�_ ,/ .�Y'-}��J,�-T�_��,—I� —I-� ��c��-� _ t--��.�'�—� - — �-�—��a�_ - ��TT��—��-��._�-1��c�� - - — 'f�—�� _i _ _�i A+��--� ��—a.A � �i n'��"-- A —_�i 1.-•� A _�i A+�r—� _—L- �� —!J_— — --�=4—r -r—+J—_ _—�_��— —r—�J—_ --I— � '� � ��' �` ' � WINDOWS I�'' �� I �, BY CWNER ''� �� '�u° i 1 RIGHT ELEVATION SCALE: 1 /4" = 1 '0" REAR ELEVATION SCALE: 1 /4" = 1 '0" �,��° rl��- *��'�,� Y�r�� o�� COPYRIGHT NOTICE: r � � � � � �� THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY � � � , � t \:x�la'. �]� � , CARPENTERS INCORPORATED, THEY ARE THE PROPERT`f OF COUtJTRY ' ' CARPENTERS INCORPORATED WHO REfAINS ALL COMMON LAW, �n r � � STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. �r ` OWNER ACKNOWLEDGES THAT THE PLANS IMPORTANT a��'os� �� -�� THE PURCHASER/ NOTE; VERY �`�.. �c•,. 1 P� SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS K.D. KILN DRIED SIDING, TRIM, LOFT DECKING, INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN � � `i+�`�""''``' THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE & ROOF BOARDS MUST BE PROTECTED FROM � PRo�c�� eY�E coPrRicHT u+ws oF rHE uNrrEo srn�s. ABSORBING MOISTURE ON THE CONSTRUCTION THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED SEAL IS FOR STRUCTuw4L AND ANY VIOLAl10N OF THIS COPYRIGHT WILL BE PROSECUTED TO TO PROTECT FROM GROUND MOISTURE & RAIN. rHE Fu��ExrENr oF�E �aw. DESIGN ONLY WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING UNTIL READY TO USE. PURCHASE FROM COUNTRY CARPENTERS iNCORPORATED. P A G E I FOR ROOF BOARDS, RAFTER LAY-OUT NOT STANDARD; 2'0-1/4" FIRST AND LAST BAYS 1" 2'1-3/4" 2,�� LARGER. 2,�„ FOR CDX, LAYOUT TYPICAL 2x12 RIDGE � 30'2" 2x12 RIDGE 3x4 ROOF �2 3x4 ROOF OVERHANG OVERHANG +�O �1� �� 4x6 GABLE 4x6 . � 4x6 GABLE NAILER F'Qs NAILER COLLAR- TIES 6�2�� 48" O.C. Q R�, WINDOW � ��---BY---- O `�' OWNER � c HTP37-TZ 3"x7" STEEL PLATES APPLIED TO OUTSIDE RAFTER, 8x8 BEAM & RAFTERS � OF FRAME BEFORE SIDING! 2x4 SHOE, EXTEND 1" HTP3�-TZ 3" 7" STE " WINDOW L 24" O.C. ar BEYOND LOWER FRAME PLATES APPLI�D TO OUTSIDE N� NI OWNER gxg OF BUILDING OF Ff�AME BE�ORE SIbING! 3x4 GIRTS B�M " :;s�o�� s�o�� 3° FACE 8x8 BEAMS MAX. SPAN FIGURED 9'2" ,�;- ; �� NI 7x7 STAIR 24" 3x4 24" 3x4 , RACE BRACES , B 7x7 STAIR HEADER 1 x8 T & G DECKING / ' : ;; ;: � �> �: , _ :�: , . �. . I - ------ - � - -- --- -- - - - ------- - -- ---------- - � . �I � 4x7 FLOOR JOIST 4x7 STAIR FILLER � 7x7 STAIR NAILER 4x7 JOIST/NAILER - 6x10 C.OSS-TIE MA.. SPAN FIGURED 9'0" 2x4 SHOE IS OUT 1" � __ __ _ � 28" 3x4 � 8x10 6x10 i_/ � -- I . ,. . , . �,, -.. ---- ---- I . :. � --_�� CROSS-TIE " ` BRACE EXTENSIONS BEYOND OUTSIDE BRACES CROSS-TIE __ __— __--_--- � END OF JOISTS. - � �' 3x4 GIRTS >>�2° = 5�a�� i��2�� ___ _ ________ _ ___ ___._. I 3x4 HEADER TO BE CUT ON SITE N N BRA Ex4 Q 3'0" � �-� o =____-`� 3�� FACE 3,�� 3�� 3,��, � � �_ �I � "�"-' � , , � ___-___ . �l �I - �'�'N � _�'_" �I '�'_' � i ^ ro ' `._. � ---- ---'� N I �'WINDOW � H ��WINDOW N' - Y F- N ------ - ' I - I � � < <'�I BY � N r`�I BY tn I WINDOW (n _ - - - � 5'10" � � p g'1„ ` -, 3x4 GIRTS � - -- _� --�, 6'S" OWNER � 1,2"O 10-1,/ " OWNER i ,1/2" 3'6-1/2" � :� BY a 3'6-1/2" O a � OWNER � n- �I � � 3" FACE � "� � � I � � � � `° �� -__`_-___ � 34" 3x4 - 1� = ao - ' cn i i�i ( 34" 3x4 i � BRACE __ I� -N I BRACES ' ; i BRACES _ _ __ - i �' m � - I I �FIN. FLR. P•T. SILL P.T. SILL R I G HT FRAM I N G S CALE: 1 /4" - 1 '0" R EAR FRAM I N G S CALE: 1 /4" = 1 '0" VIEW FROM OUTSIDE VIEW FROM OUTSIDE APPLY LEAN-TO NAILERS AFTER LOWER SIDING IS APPLIED. i'� � �2 G• 6I— 2p�`, 0 � 3x4 ROOF �,�o�P��'�S ALL MAIN POSTS 8c BEAMS GRADED OVERHANG ti ._ #1 8c 2 N.E.L.M.A. EASTE R N _ 4x6 NAi�ER _ PINE, RAFTERS GRADED #2 S—P—F, 1x6 TRIM & JOISTS GRADED #2 HEMLOCK 6x8 BEAM UNLESS OTHERWISE NOTED. _ � �----------------� sxs PosT �I �NOTE: � CUT ON SITE i I FOR CONNECTION DETAILS � tO � SEE PAGE 8. � 8�� L----------------� ----- -----�-� ( P.T. PAD �- --_---_ ,`�Q ��F��, �r,�'��s�� '��'��`Q� COPYRIGHT NOTICE: �� r � '., //-� 7� R I G HT LEAN-TO FRAM I N G � �t C? G 't �.�'�i� ]> �- THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY � ��;'° �J , CARPEMERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY � �� _ 1 � �( �n ��* ' g. CARPENTERS INCORPORATED WHO REfAINS ALL COMMON LAW. SCALE. 1 /4 � 1 O �� .\ STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. �,�� osv C THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PL4NS. VI EW FR 0 M 0 U TS I D E � �nc� SPECIFICATiONS. DESIGNS AND DRAWINGS OF COUNTRY CARPEMERS �� w,�� INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHEFt THAN �,��"1`l, THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMEMS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO TME Fu�� Nr oF mE �nw. DESIGN ONLY THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. P A G E � �+ O�P�O s��F +�P,�� 6p�� -6 p '� � ASPHALT / FIBERGLASS ..� ��- --; , �;-�, SHINGLES �----------------------, ' ' ` ' '' STRUCTURAL DESIGN DATA: �;.-- - —,� � � � �� BY OWNER. ' � '� � ;� ' � WIND LOAD 120 MPH � � � �-� INSTALLED PER ( ROOF LOAD 35 PSF � r------, r-�{ MANUFACTURERS ' " " RIDGE VENT STORAGE LOFT LOAD 40 PSF � � � �� " " SPECIFICATIONS. BY OWNER L_—_—_—_—_—_—_—_—_—_—_J , � � �� ' " " �� 2x12 RIDGE DEfAIL SHOWING HOW QP� 15 Ib. FELT PAPER DETAIL SHOWING HOW RAKE BOARD OVERLAPS � 2 Gj R RKEAR�R M &vFACIAPs FRONT TRIM & FACIA 1 O� �P�, BY OWNER � �G___ 4x6 COLLAR—TIES ___ 5/8" CDX PLYWOOD ��, 48 O.C. BY OWNER � I ALL MAIN POSTS & BEAMS GRADED �� #1 8c 2 N.E.L.M.A. EASTERN �P STORAGE � R-30 FIBERGLASS PINE, RAFTERS GRADED #2 S—P—F, �'�� L0� I INSULATION 8c JOISTS GRADED �2 HEMLOCK `L AND PROPER VENT UNLESS OTHERWISE NOTED. �, \ � � BY OWNER ��6 � I � � 12 SQP ;�� '� � 8x8 0 6 � G �P�'' � BEAM 1 x2 TRIM � �� ' 4- 1/2"x4- 1/2" � 1 x6 FACIA � WOOD SHINGLE S p � BRACE 1 x8 T �c G DECKING I CONTINUOUS z � UNDER—COURSE OR R - �� r� SOFFIT VENT w I METAL DRIP EDGE �p,c�� ..�0 4x7 FLOOR JOIST @ 24 O.C. � I �o�� BY OWNER � 00 BY OWNER �� , ..o: 8x10 CROSS—TIE R.1AX. SPAN 11 1 0 0 � o � �� EASTERN WHITE PINE �i 1 x2 TRIM , 4- 1/2"x4- 1/2"' �� PREMIUM GRADE SIDING � 1 x6 FACIA BEAM MORTICE BRACE z� 1 x8 8c 1 x10 SHIPLAP � 1 x6 SOFFIT BOARD �� I ROUGH SIDE OUT � 1 x6 TRIM 8x8 POST �� 6x6 POST �� gx8 POST �� 4 MIL POLY VAPOR BARRIER CUT ON SITE BY OWNER � 10'2" �� 10,2�� 8'0" � 10'0" ! i� 10'0" 2x3 STRAPPING BY OWNER ------------------- ---------------------------- -------z�---------------- ` 2" RIGIDINSULATION 6x6 POST � �� BY OWNER CUT ON SITE USP PA18 5/8" STEEL PIN \� 2x8 AIR INFILTRATION BARRIER P.T. PAD P.T. SILL BY OWNER 5/8" STEEL PIN �) 2ND LAYER OF SIDING P.T. PAD TOP OF PIER 1 " `"� TOP OF WALL TO ABOVE FINISH FLOOR a 10" �' FINISH FLOOR 8"� � � GRADE � 4" CONCRETE FLOOR WITH 6x6 WIRE REINFORCING� a FINISH FLOOR o , p ,a , o �o GRADE 10" CONCRETE PIER ON � a �a�� COMPACTED GRAVEL � MAINTAIN SEPARATION � ° 24"x24"x10" FOOTINGS � � , MATERIAL�.R SUITABLE ' BETWEEN PIERS & FLOORS � 8" CONTINUOUS TO HARD FIRM � - e (1) #4 REBAR 12" FROM � 10" CONCRETE PIER ON ' ° CONCRETE WALL ON UNDISTURBED EARTH ' � pp TOP OF WALL, CENTERED ' 24"x24"x10" FOOTINGS ° 20"x10" CONTINUOUS � , e a , �- � , p , „ a , � TO HARD FIRM , � a �� FOOTING TO HARD FIRM ' � � ' ' � ' ' 4��FROM BOTTOM OF � �� ' � UNDISTURBED EARTH � � '� �10 UNDISTURBED EARTH FOOTING, CENTERED 20" 24" 20" ATTENTION: CHECK WITH NOTE: FOUNDATION DESIGN LOCAL BUILDING OFFICIAL BASED ON SOIL BEARING FOR PROPER FOOTING CAPACITY OF 2500 P.S.F. DEPTH� P��Q I�,��`�,y �'` ��.� 'Nc,+� p^ �, � y �4 COPYRIGHT NOTICE: S ECTI O N TH R U SCALE: 3/8" = 1 '0" * < .;� ,� � �, THESE DOCUMENTS ILLUSfRATE AN ORIGINAL D E SI GN B Y C O U N T R Y FLOOR 1YPICALLY PI T C H E D � ' *��, �'� 7- •:�.•— tcf . CARPENTERS INCORPOR,4TED, THEY ARE THE PROPER'1Y OF COUMRY ��8�� pER FOOT. �^ r � �' STATUATORY AND OTHER R SERVED RIGHTS NCLUDING C PYRIGHT. �,�0 6v � .�. 6 � �C' THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PIANS, ��'��`�i;4��' SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS CONCRETE FLOOR "-�....' � INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN r"—'—"—"—'— — 1 �"'"�`' THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE 3500 PSI NOTE: PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED � FOR CONNECTION DETAILS I SEAL IS FOR STRUCTURAL TMD AN LVI�NTN�O,FTMTEIS�WOPYRIGHT WILL 8E PROSECUTED TO CONCRETE WALLS I I DESIGN ONLY 300o Psi SEE PAGE 8. THIS PLAN IS LIMffED TO THE CONSTRUCTION OF THE ONE BUILDING L_—_—_—_—_—___—_J PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. P A G E � (, --------------------- .l �� ON SITE CARPENTER/BUILDER TO VERIFY iDIMENSIONS ARE AS SHOWN, AND IS � , RESPONSIBLE THAT STAIRS ARE BUILT , , I TO BUILDING CODE SPECIFICATIONS. I \ � i� `------�-----�---�----� ` ALL MAIN POSTS 8c BEAMS GRADED �--� #1 & 2 N.E.L.M.A. EASTERN -- -- ---- — PINE, RAFTERS GRADED #2 S—P—F, STORAGE � & JOISTS GRADED �2 HEMLOCK LO FT UNLESS OTHERWISE NOTED. ,. ,- 5/4x6 4-1/2"x4-1/2" STIFFENER 3x4 GUARDRAIL NEWEL POST —�� 5/4x8 RAIL � I � . 4x6 STAIR I ' 5/4x8 RAIL �p ( RAIL BACKER � � � i 5/4x8 RAIL HEADERAIR _ _ �_ , 4x6 STAIR 7x7 STAIR �� r -_ - \� � - i� 8x8 MAIN POSTS RAIL BACKER 7x7 STAIR � NAILER � 11'4" I L_J I. -- -- t�P. . . . . NAI LER � . �� P�° NI I � ----1-3/8"x 1-3/4" _ V� , � I O i f HANDRAILS � �P�' 1 8 T & G � �� PLATFORM � i� ��6 �� STAIR HANGER E KING o, ' I _ _ I N z ' �' �� 6 �\�" NI I ---- I-- �. I� I gl�`+ 6 1" RISER BOARD � _ __ '- i 2x4 SHOE EXTENDS � � � p gl�`+ 1" BEYOND LOWER o� 8x10 � I U � 5/4x6 STIFFENER FRAME OF BUILDING i�) CROSS-TIE �I o _ _ _ _— � H I 3x4 GUARDRAIL �a �' STAIRS W � �� I I � � � � 40" TREADS o� �, = TO � . �� ABOVE PLATFORM I � _ - - _ � ,2,0„ N 6.0„ 6,6,, o �_BELOW_ � � I� _ � - - -- � , � , �� ! � �� -�-o---- \IQ ( , 4-1/2"x4�1/2" � i� r - ------ � � � � ' NEWEL POSTS' - _ � � - � - --- � I > W - �-- ------ — � �� 44" TREADS 15 RISERS @ 7-7/16�� J N' BE6oPN10STS � � � BELOW PLATFORM 2x 10 TREADS It.- RAFTER TO BEAM VI EW 0 F GAB LE EN D NAIL WITH 6-12d NAI LS. USP MSTA21 RAFTER TO RAFTER STRAPS USP RT7A HURRICANE TIES INSTALLED EVERY OTHER RAFTER AND NAILED INSTALLED EVERY RAFTER WITH 8-10d COMMON NAILS EACH SIDE. (AS SHOWN) USING 10 USP �" � N8—GC 8d x 1-1/2" � � THESE (4) NAILS COMMON NAILS. �� ARE 16d. � BEAM TO BEAM & �9 , , � BEAM TO POST. NAIL �pGE � . i.� AS SHOWN WITH 40d � R �� • • �i� POLE BARN NAILS. . � \ f� � . . � ; NAIL AS SHOWN COLLAR—TIE e�AM �•. \ i v � k �' WITH 12d NAILS. � � // ' ��,. �, COLLAR—TIES TO RAFTER. �.�' NAIL WITH MINIMUM OF USP HTP37—TZ � ��::. �►/ � e�q ' �P OPPOSING 5-12d NAILS. NAILING PLATE M RAFTER USE 20-10d NAILS , 1::.: � / � BRACES NAIL HOLD RAFTERS FLUSH COLLAR—TIES TO RAFTERS Nq��ER �' AS SHOWN d NAILS WITH BOTTOM OF RIDGE NAILER TO POST RAF�ERS TO RIDGE USE MINIMUM OF ' 6-40d POLE BARN 1 : � NAI LS. �, � NAI�ER BEAM TO POST B EAM TO B EAM 8c � USE 40d POLE BARN BEAM TO POST 4 AI`� NAILS AS SHOWN R �sd PO S� USP HTP37—TZ NAI�S _ ' >� , gEAM � �� NAILING PIATES ' % USE 20-10d NAILS ►� USP MSTA21 STRAP ��' � � � � � NAILED WELL WITH 5-10d , i'.•,• COMMON NAILS EACH SIDE �, , ' �•'�� SS,T�E , �-��' �R� -�� , ,. PO ST `..... MORTISE & NA��ER TENNON .•• . ROSS,�I F . . m PO ST 4-1/2"x4-1/2" MORTISE BEAM & SHOE EXTENDS BRACE 1" BEYOND LOWER m FRAME OF BUILDING 1"x9" HARDWOOD � DRAWING REPRESENTS GENERIC ,E .— —NAIL WITH 3-16d PEGS VIEW OF A STANDARD 1-1/2 STORY . NAILS EACH END. BARN. SEE COLOR—CODED PLAN FOR SPECIFIC FRAMING. '"F�,A COMMON ,� B RAC E lGS ti �,�y ; 40d POLE BARN / POST FRAMING °G��, "; � ` ' ' � - ' � o�. . _ - , , USP PA18 ANCHOR —OR— USP FA3 ANCHOR • � ' . _ �� NAILED WELL WITH NAILED WELL WITH - • 1 6d 12-16d COMMON NAILS� 6-10d x 1-1/2" NAILS ' " � - , ` i ' . � , � � , � � . � 12d � f _ ; _ - .__ � . ` � ; � : '� � �, ; ; . , ' \ ' , ' , , r , , � .- �� ;. - - � _ . .' , _ _ " ,' _ - , , ' , 5 „ 3_ � �2� � 3_ � �4� � ., • • - ,:_ ; _ �� - _ -�, ; � , � _ � ; ;. � ; ,�� r��y�, , . � � .'-��_'��- � - : , . VIEW FROM OUTSIDE � � - �' , ,� , � �- .. � . ��`��'� ��.� °� COPYRIGHT NOTICE: � � . � •� \ `� ' ' - � ' � � * `3 � �� r� �' THESE DOCUMEMS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY - ` ' - ' • - � , " �' `` �'t� '�'f�r' ��> t-'-' CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY - � ' _ _ , -, M ��x'�1.: u.r ? .::�r �� : CARPENTERS INCORPORATED WHO REfAINS ALL COMMON LAW, - _ - - .` \ , - � _ �n `�* � STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. ' _ '_ � � , _ �� - � � � ��,, 665( ., �,�. THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, ' " ' , " ,' � SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTFRS ' ' ' - • . , , ', • ��'��uSIOi�F�, INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN ' - •� - �.� . � _ - <,,,�"�..�..�,,� THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE � � ' • ' PROTECTED 8Y THE COPYRIGHT LAWS OF THE UNfTED STATES. � ,� ' THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED - � - AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO SEAL IS FOR STRUCTURAL THE Ful1 ExTEN7 oF THE v+w. DESIGN ONLY THIS PLAN IS LIMffED TO THE CONSTRUCTION OF THE ONE BUILDING P�R�H,�E �oM �o��ARPE�RS �N�oRPo�,�o. TACK SILL TOGETHER USING 12d GALVaNIZED BOX NAILS. PAG E 8 REVISIONS 4' 1 � � Q/ Q / Q �4. � / / Q �q. 1 I I � — � I I I � � ( � � � I I � � - � i I I I � � 1 � I I I/ I I � �° �'' �� ( I � ', ( I � ° (! I ti '( � 5 0 / 1 r �1 / 1 1 r �� ( 1 � � ' ( �� / A10 STAINLE55 STEEI I 1 ( I 1 f I / ( /�; � � f�� 1 � � . I ( ) / , ` ( � / ' � w000 scaews w/ � f t` I � ( /l � ' I � � � I f ti W�H��z�a.�. 1 � � � ti � i ii � � ; i � ; i � I � _ � �z•a.�. 1 � (, ��• � � �� - � ; ` � - � � , � � - � , � y - � � � � � I � � N � � � � � ~. � � � I I V ��/ I ' I / � 1/2"APA RAlED SHEATHING ' I � I , �� I I � I �Os_O» � �] M M I ) ( GRADE PLYWOOD t � 1 I ' (AI.TERNAlIVI4E:7/16"OS.D.j � 1 '4-' �+] H � � I ' � I ' I ( I � � � � ct � I � e e a s eo r v � a ' 01 ci i � ` Q f r i � / 0 i�z"APA RATC-0 SHEATHING 6 —4 8 —6 6 —6 8 —8 � -+..: � �-' w v i ( i j I ( � I i ' i i � GRADE PLYWOOD ,.y ca � � � � � J/ I I � � � � �� (ALTERNATIViVE:7/16"OS.BJ . S_ � I I , v � J � I I I � ~ O � � � � � -fW3442 T1X13032 TW3032 � � #10 STAiNLE55 STEEL �� I I � ' ( II � / � • � ` � U ri � OR 6ALVANIZED � \ � wooD SCaEwS WI �� / � /' � � / � � � � � � 1 ,� c I4 ///�� i � i wAsr+eas�1z•o.c. � � � � � � 1 � � � o I r __ I I I � / \I ( WINDOW SILL N u � � � i � S � �� `�1 TYPICAL WINDOW OPENING `v � � � � � � S � f � i i ( � � � il i� (LE55 THAN 4'-OXS'-0"OPENING) � � � � � � � � � � � � � i _ I i I � � i _ I I � o --------- TYPICAL DOOR OPENING � - ---- � (LE55 THAN 4'-OX8'-0"OPENING) � __ __ � � � - - v �-------- � ' -------- � �' , _ r-----�--- 24"OC 4� O � ��_��_��^��..�_�__�__��_��_��..��..��_��_,._��_��..�� O � � � � 4 � � • • O1 / �4� ry I � I � � j I j I � � Q I � ' � O a � ( ( � ( I �� ( I � � ' ' Q � � O r� I � �1 �( � � 'I � �( ( � `� '� � ° 1 ll\ J (f )I g 00 � 1 w �l I 1 1 • 1 �1 i��// , t •1" � I m Y�I I I �� ( ( i ( ! �� ' � C� . 12„a I ( '-` I � I I / i 1 °° O � � � I � • � I w• � ' � • � � � • N • . . . , � . � ' � � _ I � � _ � � � � � •.'.. • : �•. • : FWG10068-4:-�'. • •. ,. ��. , : . . •' TW2632 TW2632 3/4•�A�,� �� 5'-11„� � � � �13'-5„ �. �.� 8,_g„ ,_�„ SHEATHING ' �' � � � c. . • ..' : . •' � ' � �� ' f ( i . ' � � � �' • ' � � �� . � . . � . . . � . . � . . • 3p'-�p": � � �� ti I 1 1 , . , 1 � 1 11 � f � � I f � � � � I � �� . . . .� .. . . , ,' . . . .. . . •" � SUILDWG 540 SQ.FT. i i i I � _�. � � I �l I I � I I I � �/ � � � �' : .: .':. •.'_..,. ,.,". . ;.�. • , : .� , ' PORCH 1445Q.FT. r. . .. . , � . . . •' � ixaoFaz I J � �� r � �t � �l f � � , . • . � TOTAL 684 SQ.FT. • sruos � � � 4 �f /� � t t " ' ' . . '. ' t ! � I , e � � '�e r1 � ,.r� I � . -=--�-=-----------------�--------- --------------- , � , o �� : . : � : : � : : � , :: : : . : � � . � � ; , � �' � � � ' ��v�nEo 1 ST. FLO�R PLAN � z I �� I � � n � ,� #io sra�N�ss s�� 12'—0" 5'—6�/z" Q r r � i r � � w°°°5`�,�W, � i wnsHEas�u•o.c 18'—0" i ^ i � LLJ s • SCALE. 1/'7„ = 11 MULTIPLE PLYWOOD ASSEMBLIES �u`' W � 2-2X4 DF�Y�S7U05 CONNECTED / N O r^—� LL pG HER H STAINLF55 STEEL � � L OR GALVIM2ED BOLTS W/WASHERS AND NUTS�2'-0"O.C. f TYPICAL MULTIPLE OPENINGS � N U (MORE THAN 4'-OX8'-0"OPENING) F�1 g'J��.ryY:"S�'"'�,+1�:`�M. $�;1.% ,.% ��"�'�;Y�. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � �'� ,��.. � ti�fi �` � .�� AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING TMPACT GLAZING) ��-� '� ��'-�,°n �, �'� �:� � � �i�, WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF 7/16" .�� < "-` "x 1 DRAWN: MH!MS ,�r��. ��,� r� ,�� AND MAXIMUM PANEL SPAN OF S FEET 5HALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANEI.S SHALL BE PRECUT TO ,;, .. �' ��+'� "'�� ,,.d► �� SCt1LE: 1(4"=1'-0" COVER GLAZED OPENINGS WITH ATTACHMEIVT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL • ap Vr ..r,��a,'^ �,,� �. :.,,,,,:-f..,, d ��, IOB#: CQNSTRUCTION CODE).THIS IS NOT A SUBSTTfUTION FOR dESIGN-PRESSURE.ALL OPENINGS MUST HAVE DE5IGN-PRESSURE UPGRADES WHERE APPLICABLE. = f: ALL PANELS MUST BE CUT TO SRE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �� 4 ' QA+ Februaty 23,2015 HARDWARE MUST ACCOMPANY SHUTfERS FOR INSTALLATION, .�' {f, , ` ' � .p`�'� �'�� SHEET NUMBER: .�°��,w� 'i}.��J�� ".:y'6r4�.C� g�E�':�ti�� " � . �o 1 � REVISIONS WIND LOAD PATH C ONNEC TION AND C ONSTRUC TION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. � KWG STUDS � \ RAFTER WALL STUD ENDW.4LL - � CRIPPLE S7UD � BOTTOM PLATE - RIDGE LEDGER • • • BATHTUB `✓Q� � �Q� HEADER DOUBLE JOIS7 SIDEWALL R,4FTER JACK STUOS FLOOR USP NUMBER OESCRIPTION APPLICATION 15T, ADS5 HOLO DOWN COIWECT TO 1 SIDE OF ALL CORNERS ANCHGR TO FOUIdDAT10N W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF .4LL CORNERS ON BATH / SPA TUBS TD HAVE A DOUELE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LDCATION U5P NU�IBER DESCRIPTION APPLICATION RAF7ER SIZE USP NUTABER DESCRIPTIGN APFLICATION SUPPORT EACH WALL RUNNWG PARALLEL WITH THE FLOOR p HOLO DOWN BOTH BOT. PI.ATE OF 2ND FLOOR ANO TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL "^ 2ND. ADSS ANCHOR PLATES OF 1ST. fLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"xt2' 20ga, STRAP APPLY TO EACH JAGK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS25 18ga. SLOPE H,4NGER ,4PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N HE FLODRS TD EACH OTHER W/ THREADED RDD. .4LL OPENINGS RT3 OR Rl7 TYDO'NN ANCHOR APPLY TO EACH CRIPPLE 57UD 2X10 1S210 18ga SLOPE H.4NGER APPLY TO EACH R.4FTER / LEDGER BLOCKIiIG �24"OC � .y'� � ^ U � WALL STUD � [� a � M THROUGM-ROOF EXHAUS7 � � .,� .-i � VEIITS SELECTED AND a �y � `"i � ` LOCATED BY COIJTRACTOR � �., x }� �y MET.4L STRAP ,Z'' U � Z L7 VENTILATION GHANNEL � ;+��+ � � � Rlld BOARD AS REQUIRED ,� RAFTER � U� R+ � M SI�L PLATE(S) RAFTERS MAINTAIN ^ ` VENTILATION � . , , � , , . , , . , , , , , . WOOD JOIST 5�" � U e=-i . . . . . � � FOUNDATION . ' . ' . ' . ' I TOP PLATE 6LOCKING � ' - ' - • - � - • - 2x4 LEDGER BLOCKING � s 0 STAPPING TO BE ATTACHED TO WALL �TUDS C�48"OC � 2x4 SOFFIT J01ST � AND ALL VAIJDOW/�OOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIa MfNIIAUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUAIBER DESCRIPTION APPUCATION WALL STUD NOT LESS TMAN 7/15U OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENIIIGS WOOD GIRDER 4' - 8" LSTA24 1-1/4"x24" 20ga. SikAP AND JACK STUDS � � SHALL BE GOVERED W1TH CORROSION- CONTIN. SCREENED VENT ON ALL OPENING5 � + RESISTANT METAL MESH WITH MESH CONTIN, SOFFIT/ EXT, PLYWOOD i OPENINGS OF "/+ INCH IN DIMENSION. i WSTALL 4'0" O.C. � LOCA110N USP NUt�1BER DESCR4PTION AFPLICATI01� SOFFITED EAVE 8" - 14" LSTA30 1-t/4"x30" 18qa. STRAP AND JACK STUDS ON ALL OPENINGS / � �� 4' - 6" RAFTER RT10 10-3/4" x 18yo. ll'DO'MJ ANCHDR EA�CHERAFT P PROViDE BLOCKING BET�VEEN JOISTS THAT ARE SPICED AND ` �• OVER BE.4RING WALLS AND HEADERS INSTALL a'0" O.C. CONNECT TO 14" - 1ti�' LS7A36 1-1/4`z36' 18ga. STRAP AND ,IACK STUDS �i� � � 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYI]0'NN ANCHDR EACH RAFTER ON ALL OPENWGS i � 2ND. FLOOR WALL / � � , ' � i "� . , � � RAFTER � \ � � � o W �� Q WOOD JOIST o z TOP PIATE O^ � O GIRDER/HEADER �ti� w � 1ST. FLOOR WALL STAPPWG TO BE ATTACHE� TO WALL STUDS c�j48"OC WOOD JOIST � � AND ALL NINDOW/DOOR OPENING JACK STUDS WALL S7UD � E"� FLOOR JOIST DEPTH U5P NUMBER DESCRiPTION APPLICATION O � INSTALL 4'0" O.C. O O 4" - 8" LSTA36 1-1/4"x3&" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESGRIPTION AFPLICATI4N � ON ALL OPENINGS ALL JOISTS CONt1ECTED TO A FLUSH HEADER TO BE SUPPORTED `MTH RAFTER/PLATE RT15 TYDOWN ANCHDR ��NtIECT EACH THE PROPER STEEL CONNECTOR. � INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOI$TS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4'�x48" 16ya. STRAP AND JACK STUDS COfvNECT OVER TO ALLOW FDR SHRINKAGE. & REDUCE BUMP DUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL SILL PLATE � �_ TERP.IITE SHIELD ��`` SILL GASKET ' � ♦ � � � TYP. CONC. FOUNDATION ^ CONC. SLAB -� ��` � DAMFFROOF EXTERIOR � 6 t�IIL. POLY � . , �y � 6MIL POLY ON EXTERIOR V GRANUTAR FILL � � � � � ,•� ' � - � � � • V . � STEEL COWAIN � ' • ' ` ' �' � � ♦ � �� A �' ' a • a p �� \ • ( � ♦ �� o " � � CONC. SLAB I '� a.� � ' {�� .� � � . ' !'4 � A PO RED oONCRETE�'�7NT: // I �� ,s �, � � . � COMPAC7 FILL �._ : � BLOCK `NALL: 15" � O • p , � � � KEYWAY FQOTING • V p � d � � �'9 a- 7 � q�a ) CONC. FTG. •p , Q•p , L s� USE�`r'�P LBPS58 GRP BP5 3)ERS � ` •O ANCHOR BOLT COIINECTION � u � Z r-�� I � I ~�_ hy • W a 4 REWFpRCIIIG BAR FOUNOATION 5/8" DIA. ANCHOR BOLT -� �. � DRAIN TILE � p ANCHOR BOLT CONNECTION � S PPORTING A1AXIIMUM SPACING - � � � SILL PLA7E TO FOUtl�ATION � STDRY 72" OC CRaWL SPAC OR FOUNDATIONI W � TYPICAL CONC. FOUNOATION. APPLY PILASTERS SILL PLATE TO FOUfI➢ATION 2 STORIES 36" OC � � O N'HERE NEE�ED FOR STRUCTURAL BRACING. h11N. 3" STEEL COLUMN ANCHOREp TO 24'k24"x12' CONC. FTG. CRAVIL SPACE OR FD!iND4Ti^N ,n U V WALL BOTTOM PLATE TO fOUNDATION 7_2 STORIES 57' OC � "�I_AB-ON-GRADE r', � � _ W N U I �SUB FLOOR CONC. SL4B [Z, 6X6 10/10 W`MA DOOR FRAME �DIST COMPACT FILL � DOOR E � � r , � I USE 2X8 STEEL BEAM � .^` FOR BLOCKOUT �i � 4" SLAB ' ' ' • ' • P.L PL.4TE �`� � W/ 6X6 WMM M SLDPE } - �' 4"DR��EWAY NOTCH JOIST AND ADJUST HEIGHT ';r � . • • • • � • • a` < � � � � 9 1 2' - � (WITH A NRILING PLATE IF NEEDED�� :%,,+'-""'"<'"'�`�F"c`p"`r, • �, • �, - �� . . ' � ' •�p.' +• _'� � • � •. •' ?0 BE APROX. 1/2' OR HIGHER THRN ;,,� �.:�� ?1� G .qD a �"a' K' " I . e — e— � �,�'�K:� � :p ��:• : � " � � � ` STEEL B EAM TO ALLOW FOR SHRINkAGE�� `��n��w� `: ., f J�� 1 •' � L £ �.. • • '� PROVIDE STRAPPING TO KEEP JOISTS ALIGW '� ,-' y;,�. DRAWN: MH i MS 12" �C '��t1'A �� 6X6 W.'N.M. � a � a-+.� a a.• _�il a . �' e0 �G �— � �� " �`"'� . o : i�� 3��c��a"�`'f;'�,� '��5�„��:� SCALE: 1/4"=1'-0" '� �b �'� �' ' • p,�-s � . � I — 1 tL T '��y�":•:"...;�� .�+"f' � rn�N. �,L Q � ��' .e �''\ �_ �p '� • " " e ��,.,..' �..�_„•.� {� �� JOB#: �' <t REINFORCING BAR s , �Q , REINFORC�NG BAR '��f,.<.�_.;., ��' DRAIN TIIE I• �� d � p •p � _ �'�. ' i'.,. . . � }• ,��sT� ��'. -�"�{�•- '� � February 23,2015 i z" 'a ` =;�`�:.".".,'�',. � • �,� A� �TE„�a�,T��M) �� SHEET NUMBER: e : � TYPIC,4L CONC. hI0N0�ITHIC FDUNDATION. REINFORCE 'MTH (2) #4 REINFORCING BARS THICKEN SLABS 6ENE,4TH 6EARING 'NALL5 ANO CDLUMNS. • �• �� : REIfJFORCE FOOTING 'MTH (2) �4 REINFORCING BARS. � / +� P t1 , '�4 � GARAGE pOOR BIOCKOUT "�-��t"1,,, �+C�:S��l �� -��=� �-2 REVISI�NS G �N ERAL N C�T`ES WIND FRAMING NOTES NAlt1NG SCHEt�ULE �- PLAN CONTENTS: 1).RIDGE-TO-RAFTERASSEMBLY: �OOF FRAMING: OCCUpANCY CLASSIF{CATION R3 RESIDENTI L 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDEN71Al DWELLING JOINT DESCRIPTION N07ES When a coilar tie is used in leu of a ridge strap,the humber of lOd common nails required QTY. SPACING SEE PLANS CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTERTO 8'WALL•3-8d COMMON EACH BUILDING HEIGHT t } TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL � 1).The information within this set of construction documents is related fo basic dezign 2)-RAFTER-TO-WALL ASSEMBLY: TOTAI SQ_FT.Of CONSTRUCTION (SEE PLANS) y - intenY and framing details.They are intended as a conztruction aid,noY a substitute Lateral framing and shear wall tonneciions for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALI:3-8d COMMON EACH TOE-NAIL for generally accepted good building pradice and compliance with current New York accordance io table 33.When a rafter or truss do not faU in line with siuds below,rafters TO TOP PLATE 10'WALL:4-Sd COMMON JOIST PRESCRIPTIVE AS PER N.Y.S.RESlDEN71AL CflNSTRUCT1pN CODE AND State building codes.The General Contractor is responsible for providing standard or irusses shall be attached to the wa112op plate and the wall top plate shall be attached to CEILING JOISf 70 AS PER TABLE 3J EACH FACE DESIGN CRITERIA z006 SBC HIGN WIND EDITION WOOD FRAME CON RUC710N MANUAL construction details and procedures to ensure a professionally�nished,structural(y the to the walt stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WfCM-SBC LAP NAIL sound and a weatherproof completed product. shall be tonnetted wlth upllft connectiont in actordance with table 3.3t. FRAMIt�lG ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES � ' o° CEILING JOIST LAPS AS PER TABLE 3J EACH FACE �Qo '" o�� OVER PARTITION WFCM-SBC LAP NAIL EX7.BALCONIE$ 60 2).The General Contrattor is responsible for ensuring that alI wotk and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TlE AS PER TABLE 3.4 EACH FACE QECKS 40 � meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor tevel shall be attached with uplift connections in TO RAFTER WfCM-SBC ENp NAII ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When walt studs above do not fall in line wiih studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in ihe floor assembly with upliR connectors in BLOCKING EACN TOE ATTlCS w/STORAG� 20 accordance with table 3_3. TO RAFTER z•$d C�MMON END NAIL DESIGN LOAD CALCULATIONS 3).Dimensions shall take precedent over scaled drawings. LIVE LOADS PSf ROOF (GROUND SNOW LOAD} 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: RtM BOARD 2_�6d COMMON EACH END t � ROOMS(OTHFR THRN SL€c?ING) 40 TO RAFTER END NAIL First wall studs shall be connected io the foundation,sill plate,or bottom pla#e with uplift *A *, ROOMS(SLEEPING) 30 4).The designer has not been engaged{or construction supervision and aszumes no connettors.Sieel straps shall have a minimum embedment of 7 inches in concrete WALL FP��1'Ji�i�i�: STAi�2S 40 � responsibiliry for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under � construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with iable 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 � N QTY. SPACING DESIGNED fCR CAT.C "-� ^ precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY t � s ecific use ex ressed or im lied in the use of ihese lans, s acin �s to be s aced and sized in accordance to tab(e 3.2a.In addition to s acin , TOP PLATE TO PER FACE NAIL � („) p p P P p g P P g 2-16d COMMO � .=, TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION �,j �] M M anchor bolts are to be spaced between 6-12 inches from ihe end of a sill plate and all o, 5 .Refer to the Window and Door schedule for exterior o enin s. corners. ROOF-FOUNDATION DETAIL PAGE GENERAL NOTE PAGE � `'J '� "' � � P g TOP PLATES AT 4-16d COMMO ��NTS FACE � �+, � �-+ � INTERSECTIONS EA.SIDE NAII NAILWG SCHEDULE SEE GENERAL NOTE PAGE � .,,; K � w 6)_The General Contractor is to ensure that masonry o�prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CdNNECT10N5: STUD TO 24" FACE '� ovi � � or exteeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WIIJDOW SCHEDULE v �, � � attached with 8d common nails at b"o.c_at the anel ed es and 12"o.c.in the field,and S7UD O.C. NAIL Syrn.: � ,�, O oo h+ F S FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached wiih Sd cooler nails at 7"o.c,ai anel HEADER TO 16"O.C. FACE SEE ELOOR PLANS aC, � R" u � SYP P 16d COMMON SMOKE&CO2 DETECTORS � � such as bookcases,shelving,pantry,closetz,trims,ett. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAII � Q�' U � in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUb ENb TRUSS DESIGN N A•STANDA4D STlCK�RAME CONSTR'JCT;ON � � 8�.Wind Ioad requirements shal]be taken into account during construdion. PLATE TO STUD 3-lbd COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK � 6).TYPE ll EX7ERtOR SHEARWALL CONNECT(ONS: aOTTOfN PLATE 70: ? FOUNDATION N(�TES: Type 11 exterior shearwalls shall meet the requirements oftable 3.ISa-b timesihe appropriate FLOORJOIST,BANDJOIST, 2-16d COMMO pER FACE NAIL CLiMAT1C & GEOGRAPHIC DESIGN CRITERIA � length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD F�� 1),The General Contractor and Mason to review plans,elevations,detaits and notes#o determine intended heights of finished floar(s)above typical grade. 7),tNTERIOR SHEARWALL CONNEETIONS: SNOW SPEED DEAGN WEATHERING LINE TERMItE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HA2ARD5 AI(owable sidewall lengths provided in table 3.14 shall be permitted to be i�creased when � ) 2).All footings to resf on undisturbed(virginj soil. NAlL AlAIL interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 F'T. TO HEAVY MODERATE » YES 3).Provide i/2"expansion joint material between conuefe slabs and abutting Jp(ST TO: PER TDE . concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE dR GIRDER 4-8d COMMON �OIST NA1L ROOF SHEATHING RFQUIREMENTS FOR WIND LOADS: 8).CONNECTIONS AROUND EXTERlOR WALL OPENINGS: Header and/or girder connections shall be aitached with uplift connections in accordance BRlDGING EACH TOE NAIL SPACENG NAIL SPACING AT IN7ERMEbiATE 4}.Any hew concrete waiis being atiached to existing concrete structure shail with table 3.5_Window silt plates shall be have steel connectors in accordance with table TO JOlST Z-Sd COPIiMON END NAII SHEATHING LOCATION NOTES be installed with�f5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL F{ELD BLOCKING EACH TOE 5).Unless otherwise noted,a3i slabs on grade to be 2500 ps.i..Concreie to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d CO��AMON 6"O.0 8d COMMON b"O.C. SEE t�iOTES:i,3 w poured on 4 inch thick zand or grave(fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEIIING ASSEMBLY: TO 101ST END NAIL � G�° a Where a rid e is to be used as a structural beam,the rafters shal(either be notched and BLOCKING 70: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMO INTERIOR 20NE 8d COMMON{03 6"O.0 8d COMMON @]2"O.C. � � ' 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each raftet-to-ridge S1LL OR TOP PLATE BlfltK NAIL NOTE:2 FOR PANEL F1ELD W 6j.Crawl spaces to be provided wiih a minimum 18"x24"access openin .lnstal(one atong the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH fACE GASLE ENDWAlL RAKE AND RAKE TRU55 Sd COMMON @ 4"O.0 8d COMMON(�4"O.C. SEE NOTES:1,3 [--+ $ attached with the above requirements. T�BEAM 3-16d COMMO �OlST NAlL NOTES � Z Sx16 casi iron foundation vent for every 150 sq.ft.of area. JOlST ON LEDGER PER TOE � Z AND COVERED PORCH NOTES: 3-8dCOMMON � � 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONIY TO BE REFERRED TO IF MENTlONEO iN SCHEDULE NOTES C7NLY. N.Y.S.Residential Construction Code.A b-mil polyethylene film shall be applied over 1).Unless otherwise nqted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END O ►-� ihe below grade portion of exierior walls prior to backfilling. AII fasteners,hangers and anchors to be galvinSzed or stainlezs steel. 3-16x]tOMMO (-.� TO JO1Sf JOlST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of ihe roof,including 4 feet on each zide of the roQf qe�k, � U 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each ost with washers and nuts. BAND JOIST TO: PER TOE NR►L the 4 fooY perimeter edge zone attachments required shall be used. � � A SILL OR TOP P1ATE Z'�6d COMMO FOOT SEE NOTE:1 FRAMING NOTES Girders on<oncrete piers sfiall be anchored with proper stee!connectors anchored C�i into concrete with a minimum]/2"dia x 7"long anchor bott with wazhers and nuts. 2).'Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter J truss framing members with G>0.49. [--+ � For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. F..� � 1}.All framing techniques and methods as prescriptive design of 2�Ob SBC High Wind NAII 1NAlL z Edi#ion Wood Framin Construction Manual. 3}.Posts supporting girders shall be anchored to a 12"x12'k12"thick concrete faoting. JOINT t7ES�Rl�i"ION Q g Use a minimum 1/2"dia x S"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY• SPACWG 3).Tabulated 4 inch o.c.nail spa�ing assumes sheathing to raRer/truss framing members with G>0.49.For O � below grade.Porches with covered roofs shall have 12"dia.toncrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. � 2).Unless otherwise noted,all framing and structural wood material to be#i2+BTR. STRUCTURAL PANEL Ed WFC:M-SBC WALL SHEATHING REQUIREMENTS FOR WIN D LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c._ CElL1NG SHEATH(NG: SHEATNINGLOCATION NAILSPACWG NAILSPACINGATINTERMEDIATE y�TES 3j.Ftoors,wa11s,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shalt be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS lN THE PANEL f1ELD otherwise. Led er to be fastened to buildin with 1/2"dia.bolts with washers and nuts JOINT bE5CR1PT10N S 8 QTY. SPACING 4'EDGE 20NE 8d COMMON �6"O.0 &d CO1v+A�lON @ 12"O.G SEE NOTES:l,3(BOTH FtELDS) 4).Unless otherwise noted,all 6earing wall headers to be(2)2x10#2+BTR.Doug.Fir. �^'fiere needed. GYPSUM 7" O.C.EDGE `� NOTE:2 FOR PANEL fIELD WALLBOARD Sd COOLERS �0"O.t.FIELD 1NTERIOR 20NE 8d COMMON (�b"O.0 8d COMMON p 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)fuli tength ztuds on each side of aU b).Concrete piers shall be a minimum 6'above�a�e. openings.LVL headers to have(3)jack studs and{2j full length studs on each side of WALL SHEATHtNG: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES o enin s beiween 4'1 ahd 6'0 and 2x6 wall 0 7).All joisis io be supported with hangers and anchors.Each Joist shall also be anchored �� p g penings between 5'il and 8'9.Frovide fire }o girder(s)_ JOINT DESCRIPTION NAlL Iv..�l THESE NOTES ARE ONLY 70 BE REFERRED TO IF MENTIONED lN SCHEDULE NOTES ONLY. and blocking where applicab(e. QTY. SAACWG S).All flush beams/headers to be installed with heavy duty galvinized hangers and 8)•Covered Roofs sha11 be assembled and anchored the same manner as a typical building. STRUCTURAL gd COfv1M0 AS PER TABLE 3.9 l).For wall sheathing within 4 feet of ihe coer�ers,#he 4 faot edge zone attachrer�t requiremznts st�a{I PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMB�NG N�TES 7/16"OSB 3"O.C.EDGE O bd COlvIMO 6).Double up floor joists under walls that run parallel to the floor joist and under bathiub. 1)•AN water supply,drainage and venting to be installed as per N.Y.S.Residentia! PLYWOOD 6"O.C.FtELD 2).Tabulated 12 inch o.c.nail spacing assumet sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for ro er load ca aci unless noted Construction Code. G>0.49.For framing members with 0.42<G<,che nail spacings shall be reduced to 6 inches o.c. � } } P P P tY GYPSUM 7" O.C.EDGE on plans. Sd COOI�ltS WALLBOARD 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around s#airwell and/o z)_Verify septic system with the Engineer for Suffolk Counry Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Q Z other attess openings Untet3 otherwiie hoted(typicai). FLOOR SHEATH�N�: � � � 3j.If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT l0'0 MAX►MUM DISTANCES FOR NON ACCESSIBLE AREAS. �1 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates io protect and secure the structure.Verify with the JOINT DESCRlPTION Q�, SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPIE PROTECTIVE COATING FOR CONTACT WITH ACQ. '�lj z = where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTAIL 1-Co2 DETEtTOR IN ADDlTiON TO SMOKE ALARMS PER fLt7Ci1t. � � STRUCTURAL PANELS gd COMMO 6"O.C.EDGE � W Q 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blotking in floor joists 1"OR LESS 12"O.C.FIE1D � _ H A SYSTEM NOTES Sectio�R602.8-FIREBLOCKING REQUIRED under all bearing waIIS. 1).Mechanical subcontractor is responsible for adhearin to all a licable codes and safet Fireblocki�g shatl be provided to cut off all con<ealed draft openings(both vertical a�d horizontal) 8 PP v NOTES: � o � 10).Provide insulation baffles at eave vents between raRers.lnstall draft biockin as requirements, and to form an effective fire barrier between stories,and be#ween a top siory and the roof space. � � g THESE NOTES ARE ONLY TO BE REFERRED TO 1F Fireblocking shall be provided in wood-frame construction in the following locations. �y U needed. 2).HVAC zubcontrattor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. It).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4ply Fir e9uipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at fhe ceiling and fleor � CDX exterior sheathin rade I 1).Nailing requirements are based on v�.rall sheathing levels.Concealed horizontal furred spacei shall also be fireblocked at intervals not exceeding 10 g g p ywood.Ptywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.lif wall sheathing feet.Batts or blenkets of mineral or glass fiber shall be altowed as fireblocking in wafls constructed 12).Unless otherwise noYed use 3/4"thick T&G PTS Fir or Advanteth plywood zubfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. adhered with PL400 adhetive and screwed to floor jvists.Finished floor to be i�stalled ELECTRICAL N OTES� shear capacities,nailing requirements for structural A ,,.- ,` over subfloor as per manufacture's instructions. . members shal!be doubted,or aliernatt cornectors, 2).At all interconnections between contealed vertital and horizonta!s ates such ai otcur at:offits, , �.;,�.'��*`_"">: -�:-,.,� 'j;•N�:�.�"a. I).All etectrical to be installed as per N.Y.S.Residentia!Co�struction Code. such as shear plates,shalt be used to maintain load path. drop ceilings and cove teilings. �;�;�,�.ys�>L� ��w"�".'`�., ��•. °,�„+�` `° .;. ,�i�,��''�" ��,�'� �.`, ;°^,•. i3).All bathroom walls io have i/2°thick moisture-resistanY sheekrock.Garage walis and 2).When wall sheathin u continuous over connected 3 .ln concealed s acez between stair strin ers at the to and bottom of the run_Endosed s aces f,/�^ �� `'i �� ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).Atl electrical work shall be approved by a quali$ed Underwriter. g � P g p P ' ��'�" "�� to have regular 1/2"sheetrock.All walls io be taped and finished. members,the tabulated number of nails shal!be permitted under stairs shall comply with Section R314.8,N.Y,S.Residential Code. y� �;�:i `^�."� '��, DRAWN: MH/M5 �' �;,.: �•;• ta be reduced tal-16d nail er foot. �� °�'+" < � .''�. �"` '� � 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 F '�� ' � SCALE: 1/4"=1'-0" 14).All roof with a pi#ch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage af � e„ `'�� ` ";'�. �t: �. .�';:`;" `�:'%'°�'�, �4,� JOB#: approved equai.Plat roofs shatl be appiied with a Fiberglas base sheet with an ERDM SOIL COMPACTION: flame and products of combustion. -.� � ,,,�d.-:,; F �, torch down type material over. � ;�"•�".k� � February 23,2015 t).NEW FILL TO BE CLEAN Of ORGANIC MATERIAL CONTRACTOR �� ,;,�,� �� 5).For khe fireblocking of chimneys and fireplaces,refer tv Section R1001.16.N.Y.S.Residential Code. !1 ,� SHEET NUMBER: TO VERCEY EXlSfING SOIL CONDITIpT�IS PRIOR TO F1LL ;S 9 y,✓' .x' [� 76).All si11 plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDlTIONAL FILL AS NEEDED. �:�*� ��Z��,� ,;��'� be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ,�� *y �� 2).COMPACTtON OF NEW FILL SHALL 6E AT LEAST 95�10 PROCTuR NpT�• `�4,^.w,.„,,,,� �`�r,;:p'''� DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE �� SOILAT 12°LIFI"S{IYPICAL).CONTRACTORTO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 1� TESTEDBYAPROFFESSIONALAGENCYFORCOMPACTtON. EX�STING CONDITIONS. MINIMUM 3000# CAPACtTY.