The URL can be used to link to this page

Home My WebLink About40383-Z ��Q�,�„q"��F��','t►�y� Town of Southold 7/25/2016 a �� P.O.Box 1179 0 G9' �' S3095 Main Rd ��,,y�� ,a�,'�� Southold,New York 11971 ..� CEIZTIFICATE OF OCCUPANCY No: 38404 Date: 7/25/2016 THIS CERTIFIES that the building SINGLE FAMIL,Y DWELLING - Location of Property: 505 Saltaire Way,Mattituck SCTM#: 473889 SecBlock/Lot: 100.-1-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pernut heretofore filed in this office dated , 12/15/2015 pursuant to�wluch Building Permit No. 40383 dated 1/4/2016 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: ONE FAMILY DWELLING WITH COVERED FRONT PORCH. REAR ENTRY AND ATTACHED TWO-CAR GARAGE, AS APPLIED FOR The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COLTNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0038 OS-31-2016 ELECTRICAL CERTIFICATE NO. 40383 06-29-2016 PLUMBERS CERTIFICATION DATED 07-19-2016 Georgios Almyroudis . � � Autho ed Signatu e ��y FQ4�,c TOWN OF SOUTHOLD �o �� BUILDING DEPARTMENT � � TOWN CLERK'S OFFICE o • � SOUTHOLD, NY y�lpl � ,�,��5 BUILDING PERMIT . (THIS PERMIT MUST BE KEPT ON THE PRENIISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40383 Date: 1/4/2016 � Permission is hereby granted to: Belford, Robert 15 Dairy Farm Rd Stony Brook, NY 11790 To: Construction of a new single family dvvelling as applied for per SCHD approval. At premises located at: 505 Saltaire Way, Mattituck - SCTM # 473889 � Sec/Block/Lot# 100.-1-18 Pursuant to application dated 12/15/2015 and approved by the Building Inspector. To expire on 7/5/2017. Fees: � . SINGLE FAMII.,Y DWELLING -ADDITION OR ALTERATION $1,755.20 CO -NEW DWELLING $50.00 otal: $1,805.20 ding I ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 � Date. New Construction: Old or Pre-existing ilding: (check one) � � � J Location of Property: � �,� �t. House No.� reet Hamlet Owner or Owners of Property: �a/1�/lt j �� c, Suffolk County Tax Map No 1000, Section �,UC� Block � Lot 1 Subdivision Filed Map. Lot: Permit No. �3�� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: , • . Request for: Temporary Certificate Final Certificate: / (check e) ,c3U Fee Submitted: $ �J � lican 'gnat ��OF SOU�� Town Hall Annex � � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 � � a� roaer.richert(a�town.southold.nv.us Southold,NY 11971-0959 ��COUIV�I,°�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Robert Belford Address: 505 Saltaire Way City: Mattituck St: New York Zip: 11952 Bwldmg Permit#: 40383 Section: 100 Block 1 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIARICE WITH THE NATIONAL ELECTRIC CODE contractor: oBA: Yannucci Electric License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph � 200A Heat GAS Duplec Recpt 59 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 11 Smoke Detectors g Main Panel 200A A/C Condenser 2 Smgle Recpt Recessed Fixtures 24 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixtures Time Clocks Disconnect 200A SHntches 41 Twist Lock Exit Fixtures TVSS otherEquipment 6- Paddle Fans, 4- Exhaust Fans, 4- Under Cabinet Lights, 10- ARC Fault Circuit Breakers Notes Inspector Signature: Date: June 29, 2016 z Electrical 81 Compliance Form.xls �O��p'� SO�j�yolo Town Hall Annex Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 ' � � Q Southold,NY 11971-0959 Q ,�� n �C�L�O `�� '��ou�,e D BUILD G DE R IN �A TMENT J U L 2 O 2016 TOWN OF SOUTHOLD Bi1II.DIl`TG DEPT. TOWN OF SO�JTHOLD CERTIFICATION Date: `��9/ f{° Building Permit No. � Q � �� Owner: �CSa�r�f._S 2GJ h�a,f (Please print) �e ��1 � � Plumber: a} �1.�,��'YL� - C�2D'��i1(1S �IYY�y rGUp�l� (Please print) I certify that the solder used in the water supply system contains Iess than 2/14 of 1% lead. (Plumbers Signature) Sworn to before me this_� day of 1 , 20 ��D � Notary Public, ��(.t�,� County JENNIF@R FASAtdO NOTARY PUBLIC.Stato of New York No.01FA615d432 Qualilled in Suffolk CoaMp Commission Explress Januery 2�2019 . �� " OF SO(/l � o�� yO� � o - • � , . # #� � . '. � , _ - � • �o - . . ��'Y�OUNi'I,�c� - . TOWN-OF OUTHOLD BUILDING DEP4.� 765-1802 � � IIVSP�ECTION. � -- � � [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATIOIV 2ND [ ] INSULATION � [ ] FRAMIIifG / STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIIVAL) � L ] CODE VIOLATION [ ] C.�,�'z;�'r�,C` ":` � � - --"'�� "�`"+ , _ __ ..-- - -.,, - - � ....��._ _ �..,.. _ . . ,✓""`r/��J. •�-' _,..�`M ` v n- v . ` REIVIARKS: - r � , � � Y ^ �V W' / � � �� . � DATE � INSPECTOR � v�� `�� oy��OF SOUT�,olo � � _ '� '� . . . G • �O _ ��UM`I,�� _ � - �'OWN OF SOUTHOLD BUILDING DEPT. . � 765-1802 � � - - � - SPECTION � - - � [ ] UNDATION 1 ST � [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION . [ ] FRAMING / STRAPPING [ ] FINAL � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION� [ ] FIRE RESISTANT PENETRATION [ ] ELEGTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - �. � � - DATE INSPECTOR , � l _ �O��OF SOUjyOlo � '� � � • �o � ��'y�OUMY,�� TOWN OF S�OUTHOLD BUILDING� DEPT. � 765-1802 � _ . � -� INSPEC O.N : = � [ ] F NDATION 1 ST - [ ROUGH ,PLUMBING - [ ] OUNDATION 2ND [ ] INSULATION [ - FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: T DATE I INSPECT.OR ` . ' ` �------- — � r � �O��OF SObTyol � o , , # # - - ' � • �o -"- ��y�OUM`l,Nc� � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 � � - � �- 1 NSPECTION - , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ -] FIRE SAF INSPECTION - [ ] FIRE FiESISTANT CONSTRUCTION [ ] FIRE STANT PENETRATION [ ] ELECTRICAL (ROUGN) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: - , \ . DATE �' , INSPECTOR - - _ --- - ---_�-- � �O��OF SOUjy�lo . '� #� . � • �� • . �`y�OUrm,��' ° TOWN OF �SOUTHOLD BUILDING DEPT. � 765-1802 � � 1 N�SPECTION: � [ ] FOUNDATION 1 ST [ ] � GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL � , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � C DATE [ INSPECTOR so ia_ L TOWN- OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION ' , FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION 4<ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: DATE- INSPECTOR \J O�L'�� o�a0f SOpT�,olo . ii � * � � � • �o ��y�OUMY,�c� . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 N-SPECTION [ ] FOUNDATION 1 ST [ ] ROUGN PLUMBING [ ] FOUNDATION 2ND [ ] IN IJLATION [ ] FRAMING /STI�APPING [ FINAL [ ] FIREPLACE � CNIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAMT PENETRATION [ ] ELECTFi1CAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] GODE VIOL . ION [ ] CAULKING REMA131CS: ,� �� ` � �. _ _ �. -�-�� ` `� . , DATE �� INSPECTOR � -��' , �— . �o��OF SOUTyolo . # � � " �' • �� - 'Ll ��'Y�OUM'I,�� f� - , � TOWN OF SOUTHOLD BUILDING DEPT: � � � 765-1802 I�NSPECTION �� [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL � [ ] FIREPLACE SF CHIMNEY [ ] FIRE SAFET'Y INSPECTION [ ] FIRE RESISTAWT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [, ELECTRICAL (FINAL) , ' [ ] CODE VIOLATION �[ ] CAULKING REMARKS: � � � p G��, r�� '�c DATE � G� )�' INSPECTQ � � � ,� /�� ho��OF SOUTy�Io - �,� �- � '� � _� �`. • ao �`�coUrm,N�' , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - . � 1 NSPECTION -� [ ] FOUNDATION 1 ST [ ] ROUGN PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATIOIeI � [ ] FRAMING / STRAPPING [ FINAL �Rc.� [ ] FIREPI.ACE & CHIMNEY [ ] FIRE SAFETI( INSPECTION [ ] FIRE RESISTANIT CONSTRUCTION � [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICI�L �ROUGH) [ ] ELECTRICAL (FIIdAL) [ ] CODE VIOLAT OW [ ] CAULKING REMARKS: . - .�, _ c�- ti �. _ � _ , DATE �� INSPECTOR `'�`'`�j fjf 8 0 40 %S- cou TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 , INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND rULATION FRAMING / STRAPPING FINAL(P-) FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR �' t I p. . • � � � � 1 C �M . . ..em7'.�.��k --- - �'��,`�►-��i�..�/�.��►%._.., � ` � � �''� `� � . � r • -�-- - - _�;�:..r_ I_-'_ !%�s1.11�� . � :` _ - .,l1�'�i �.%�s� _ . �Il��._'� !� - �� . _.,..� _ !�'�!' �. �►,'r!!�'�.��..:...r�� - _ . . � . . . �.�'il��'.�,./� � =' � � � �.�� '��'�� -�,.��, �"'�f ' , . r - , --:� . �� . � � . „i � �.n.�. �'♦ �., r.i;...;..,r..,.,-_�'-��_ . �.�i� . � o . . s� -.rr cr ♦ � .�_. :. IJ.I.��:�:..�..�"7�L�,�� .....� , , .. ��i�� - - - ��, �� iJ,i':/l!- -- �.,�..,..�_.:� �' i�_ �as�� :.� t � r;�l►� d , • r r �� _�----- 'I/.(c!/�iG[7I'� � -- ../.........' ...�.:.. ��.��r►.�� I ��/ � i �IV �.ti.. ,.c! = —= l�� II � / �P�,,�� 1►'/��'�� - � ' 11��'L7 �' ..�...�._..,.�.�,�:..i �)��—l%�■► r - � �� _,�.. � �''%�=' - ' �� r � _ - _�" ��, � � , ► �,/L�',i ,► � - - �� _ ..�.�. ------... ._...�. _..____. _ , �-��-»� �,.- � 6 i �� iv�'�.:� ' � _r. �ri�..��'�:�� ': • `�; �-•�' , \; �r � _ _. . ; � .� �/��.,��-,,�,�._ ;� -� �� E.<a.��..,:� _ a�. _ -� , . ._ , ,...._ , _ �_ ., .,. _._. . ,,_,._...._ _ ,. _ �_-- . _ — _ ��,�._ '__--- �� , � � / �i'� � y . < �• � ,.--� i • • � ��_If/J/�i�-� ��. / / ,�T' � � � �. .. c� � � — .. � � , �• TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BiT�I)ING DEPARTIi�IENT Do you have or need the following,before applying? TOWN HALL Board of Health SO�TTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERIV�IT 1�0. �� Check Septic Form N.Y.S.D.E.C. Trustees - C.O.Application Flood Permit Examined 20 Single&Separate � Storm-Water Assessment Form � � Contact: 4 Approved ,20 Mail to: Disapproved a/c Phone: Expiratio -�—�- r--'�_ �LU i�' �' �� ,� � � ' �� '; � � , r1 �� i I B ' nspec r ,� ; I.� DEC 1 5 2015 '.; � _ i AP �LICATION FOR BUILDING PEIdMI a��, c,;_�i � �.�_�c � r�� . �i , ;..,r Date -' i� , 20� INST1tUCTIONS 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 ploY plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. = e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an _ addition six months. Thereafter,a new permit shall be required. APPLICATTON 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, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. �� C-oc��--r:✓iy (Signature of applicant or name,if a corporation) a�� C��s_��;�-�v-��,�� -� �� (Mailing address of hcant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor,electrician,plumber or builder �v�Lr �� Name of owner of premises �1�.0��%.�c'� �`��c-c� - _ _ (As on the tax roll or latest deed) If ap is a c or 'o , signature of duly authorized officer �� / (Name and title of corporate officer) u' ders License No. �� 1- - / Plumbers License No. y . Electricians License No. °�1�--�� Other Trade's License No. 1. Location of land on which proposed work will be done: � 5�`� ��`-C�..��c, t..��..`► \ �.� ��.>C., House Number Street Hamlet County Tax Map No. 1000 Section �,t7� Block \ Lot � �d Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use d occupancy of proposed construction: a. Existing use and occupancy \f�.,L�.�.`� l�...`,� b. Intended use and occupancy � �� :n��e_ C�c��^.�� ,�� 3. Nature of work(check which applicable):New Building�Addition Alteration Repair Removal Demolition Other Work - (Description) 4. Estimated Cost � o�E��t--� Fee i (To be paid on filing this application) 5. If dwelling,number of dwelling units �—I Number of dwelling units on each floor ��,�,,-� If garage, number of cars . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories � f , 8. Dimensions of entire new construction: Front � � Rear �� Depth Le� � Height 31 L 1 3/l�� Number of Stories � � I 9. Size of lot: Front ��,� Rear �o� Depth �� .10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated��=Si c��t�`� 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 1/� NO 14.Names of Owner of remises Address Phone No. Name of Architect ��r.�t- �s��;�S Address Phone No • Name of Contractor�N S Cm.-r��r�^� Address�5(�Q��S/� u,.�,.�R a�-Phone No. ,�.,�i'-S�'d�� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO � * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERNIITS MAY BE REQLTIRED. 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�l�) � �OS�� ,��C��' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ��(�.��-�-'� (� (Contractor,Agent,Corporate Officer,etc.) - of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this 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. ANNIE E,ESG N�7'ARYP(.IgGiC, RO Swo to be�ore me thi I,,_ ReB�strationlVo��OF�E►'�'yORK �3 s�'' day of ��M/Yl�` 20 I� QuaJified in Su ES5078083 Comm;�s�on �OIk County � EX ires lyay 19.20t9 Notary Public ign e of licant Scott A. Russell ,��`�� '7C'�0�][�I��1[��A\'7C')E�C� SUPERVISOR �� I�V�[A\1�A\(G�]EI��IUEI�`7C' � SOUTHOLD TOYVN HALL-P.O.Box 1179 Q � �� 53095 Main Road-SOUTHOLD,NE[h'YORK 11971 �y� � To wn of So u th o ld fl� i��}� CH�PTER 236 - STORMWATER IVIANAGEMEl�T WORK SHEET ( TO BE CONIPL�TGD BY T]-IE :�PPLICANT ? oot� 2 �--�aa�-____--_-_-_-----=-�_-_=-=.-=-=-___--------- - - -- -- - - --- -- - ---- --�_------. --- �� ,�� z�.��: (CHEUt ALL THAT APPLYi Yes No �[�f A. learing, grubbing, grading or stripping of land which affects more han 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material ; ' within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to , � 100 feet of horizontal distance. ❑�D. Site preparation v��ithin 100 feet of wetlands, beach, bluff or coastal erosion hazard area. . Site preparation within the one-hundred-year f loodplain as depicted -on -F'IRM Map of any watercourse. °- ` [�]'�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stoi-mwater Management � � Control Plan was recei��ed by the Town and the proposal includes in-kind replacement of impervious surfaces. � If you answered NO to all of ihe questions above, STOP! Comp]ete the Applicant section below with your Name, Signature, Coniact Information, Daie & County Tax Map Number! Cha�ter z3s does not apply to}�our project. � If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. , ,aPPLIC�VT- rPropei tp O��ner Design Profe>>•onal.A�ent Contracto;Chheii S.�.T.�'�. �: ]�� Dale - Uminct r ,.�.�E '� � � a � �� o f �� 1l- l S , ,�+��„ Seciion Blocl. Lot �r��lJ`q , � � LI , �� > f=t)�� i?LI�.;3:�t:' i�c.r';;i:T?iE�`;"T' �.':+� t%itiLl.- ."'�' Contact InfaYnauon /`� T��T.kvd-<��ma.; �� ,>,�� r/ Pe�°ie��ed B�• L..l '1�-� t;�.�jl�r�-( — — — — — — — — — — — — — — — — — — D,,�� 1 l -��► .. 1�_ Propei i�• Addres5/ Locatiori nf ComU�uchon 1�'ork: — — — — — — — — — — — — — — — — — � � � .�p��ro�eil fc�i pioce�_>>i�Bnildin�Peimrt � --��'L�., •�1 t`(� �J�.�(�iUL'i St��ii7��a[ei �lana�ement Cantiol Plan '�ot Req��ued i t� Ci��l Cti- � St��imaote� ��lai�a�emenr C�oniiol Plan i,Pe��uire�l �f oraard tc,Cn��inernnn De��i tment for Re•,ie�� '� FOP�1 ; S�IC P-Tc�� 1AY 201a ;�i�F��tcnni S.C.TM.'�• 1000 (P•operty Owner,Design Professional,Agent,Conttactor,Other) �— �51�+�� CHAPTER 236 �� l� �a � Stormwater Mana�ement Control Plan CHECK LIST v^�'iL 1 ��. �/�"� Se`�'°° Hin`� L°i � x S M C P -Plan Reyuirements: Provide ONG copy c>f the Building Pci mit A��plication. PI.r Prlui Date: � �� -S� i ��fp�� * The applicant must provide a Complete Ezplanation anrl/oi Reason for iiot prc��iding .,,,,,� ,�,�v�� !l"��'��,Lj .,� aU Information ihat ha5 been Requn•erl by the 1'allowing ChecklisU I. A Site Plan �Ira��n to 5cale Nc�t Less that 6U'to the inch MUST If You answered No or NA to any ltem, Please Provicle ,lustification 1-fere� shc�� all c�f [he fc�llc�w�ng iterns• YES NO NA �f you need additional room for explanations, Please Provide additional Paper a Lc�catir�n & I)e�cri��tu�n c>f Prc�perty Boundar�es � b Total Site ncreage. � ,� c. E�isting - Natur•al & Man Made 1=eatui•es witllin 500 L.F, O c�f the Sile Bc�undai y as reyun•ed by §2:3r-t7�c��2�. c1 fc�l I lolc Dala Indicauno 5rnl Chaiactcristics&llcpth to Giound Watcr �[� e Lii7�its �i C'learii�g & Aiea of' Proposed Land �isturbance. C/ 0 � L\15r111� c`� }�!O�)(1tiC(I CO11TUUf5 Of CI1C SItC (,Minunum2'lntei�als� �� g Le�cati��n of al] e��sting& pi'op�sed Structures, t��ads, � e o: di i�e�vavs, ,�de�nalks, clrainage iniprovements& utilrties. �� ons ru ion ntrance, h. Spnt Gracles & Finish f I��or Clevati�ns f'c�r all existmg& ac e �t enc�h�, stabil(zation & })I'��,�C)SCCI Sil'l,1CtL11'C5. � ee ing of exposed and/or inactive soi 1 Location c�f' ��i opo�ed S�vimrning Pool and d�scharge rmg. � _� Loeatic>n c�f'pic>posed Soil Ste7ekpile Areals). 0 }: I�OCEIUnII UF�71U�7C�jCCI COIISULICliO11 LIl[IilI1CCIStBoillo Aiea(5). � l. Locatirm of' �rc7�osed c�ncrete�vashout area(s). �0 �D��RE FtE Ill Li,cahc�n�t all pioposed erosion&sediment control measures. �� ELlgpi'{E►@fp�F a�� . Slc�i rm�atei i�lanagemenl C�mU ol Vlaii must mclude CalculaUons shc��•Jng a� i�,��rt�� dwt lhe stnrirn�.atei �nipic�vements ai e sire� ta c�ptwe,5tore,ancl mfiltiate �� t at the draerr un-,iLc Ilic run-��ff f�oni,all m�pa�u�uti tiur faces genei trietl by a t��•o(2")inch , iainfall/�t�nm e�ent 3. f)etail�&Scchonal Dra��ings for 5[orrnwater pract�ccti are requ�red for apr�ro�•al ltern� recauu in�details shall include but not be limited to• a. Ere»um & �ecli»ieni C�nU•c�ls. 0 h. Cc�nsti uctic�n Cntrance& Site Access 0 c fnlel Drainage Sti uctures !e.g carch basin5,uench�i�atns,etcJ 0 ci Le�lCIiInCT SU uClui ea le t! in1'iltration b�Sms,sw�ales,etc) ..r„ i't;i�t f:i�c;l\i:l�;�i�t� i) �Pf1C?"�'�1 ! I�S�' 0�,`l Y�,.��. ` _- � _' � .- - - - - - - - . . . � ❑ Additional Infarmation �s Rec�uirecl. ��e��ie��ecl & � Stormwater Management Co»trol Plan �s Not Complete. �ppi c��ed Fiv � — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Camplete. �a�e, al Z3 l5 � SMCP_has been approved by tl�e Engineering Department. . . ._. . _ I � _. � _ . r�or3��l °` S�+'CP Chcck Li�t -TOS NIFIY 2014 . ; ��'�F S°�lyp ` . ,�o �o -. ' Town Hal!A,nnex � � �le 0 I 54375 Main Road � P.O.Box I179 G � ro er.ri � Southold,NY 11971-0959 �`� �� D j. �OUN�t't,� APR 1 1 20i6 , BUILDll�iG DEPA.RTMENT BU�DIIVG DEd''I'. . �rowrr oF sov�rxo� To�v oF so j APPk.iCATlON FOR ELECTRICAL 1NSPECTiON ��LD ' / i - REQUES'�ED BY: ��,�n,,L��► �(�G�iC�� j�,�,�S Dafe: � l� �� Company Name: �L�n n��L( �(�� - (�i�S l�n�G. . I� c ! Name: 4�1 �.�►n �.c� �� ;- � Li+cense No.: � S a— � ' Address: P O • Q o K � � �J�-�,o d��- ��-�.-� . I � g � . � �3 �- �S�- 7 3 �. � � ' Phone No.: � - r- I JOBSITE INFORMATION: (*Indicates required information) I *Name: p �.�� .�,-�o S'a - i *Address: S `� � '"'�- I �'D S �. ��S� ��-�(' I *Cross Streef: �w�,��S'� �-- j„� "" . ' '" ; �Phone No.: (��1-�,�'g�� C.� . � i Perrr�it No.: _ �l o g� - , ` i. Tax�Map District: 300Q Section: G c� Block:�_ Lo#:_l g ' *BRIEF DESCRIPTION OF WORK(Please Print Eleariy) � �� , - I � (Please Circie All That Appiy) � �� *!s job ready for inspecfion: �Yt�t Np Rough In Final � *�v you r�eed a Temp Certi#icate: YE ! NO - i Temp Information {(f ed� • � - �Service Size: 1 Phase 3P se 100 150 20p� 300 350 , 400 Other *New Service: e-connec Underground � umber of Meters Change af Servic Overhead � � Additionai Information: � PAYMENT DUE WITH APPLICATION � � � o`�� r�11 � � e_-E--��.-- C.�� o u� i - a� 1'yl��,� �.-�.� �,,� ��.s�,,,�,.�-- , � 1 I 82-Request for Enspection Form \ 4-`�� \ /�� f��S—� C�1 ��C � � � � f `1 � � 1� � ��5�-/ C � �J11 r� `� � �� Cx� ��f�OL,��P Town Hail Annex �� ;�� Gy Telephone(631-1802 54375 Main Road o � � Fax(631)734-9502 P_O. Box 1179 cr3 2 Southold, NY 11971-0959 .s- � a ;e,�, � ��fp�� -�� . � BUILDING D.EP�RT[11'iENT ht�TICE OF UTILIZATION.�� TRUS� Y1�P.E C�IVSI`RUCT(ON, P�E-E(�IGId1�ERED � WOOD COIVSTRUCTION A�IDIbR TIMBER CONSTRUGTION � _ . . . ,..,: , . - . �ate: � � . _ • � . , • . . . � " ��"s :. .. ;r�w:',�;�rr�` �` f . Owner:_ .'-c��. G! ��:��e6�s.. . . :,., , . . _ - ..• � , ?�.ir.;�7'• ..rY�r,,i�-:. a��.:? _ : ' � °c.nyj �' � Location of Property: '�..,; �a 's�` - ,�l �`�� ' y .. `' .. �� . -,�,�,��. -�:;�,�,; - :a:,:• ;r„ -r , . . ��+e��s r., =< .' �,�,� �. , � Pleas tak otice that the (cheak app[��''.cabl�'(ine): -`` � '� . • • �� • ��{��F . New residential s�r.ucture �, ��:��_ ��- -�{�R``��"�. , r:�..x.>•� . . �;u•� . . . . . �,� Addition tq existing�re�idential structure � - � � � < _ . , . ,_.� � Rehabili�ation tp an�exis�ing.residential strucfure � °;;;� _ % :•�•:�.�..� y•' ` � � '� � to be constructed or performed a#the�ubjecfi`pro'p�rky;`�ef,e�ence above will utiiize �. : , , : , _ . ,j�., ni-,:} • . . . - (check applicable line): . . . .' ��:. :'-' . , , � . .� � Truss t e consfruc�ioa. �"7-= , � �, � � "��l � � .. -'� . yP _ . �� .�� s: .� .. . � „ . - - re-engit�eered wood.�oqs�rue�4ori��P11��,;;;�� - '�_ � � � � Timber con�tructior�(i'C)i , ' ;• t� , . ."; in the foflo '�� location(s) (check applicable line): � � _ Fioor frar�ing, includirig,gi�de�;and.b�ams(F). , , _ . . . . . . . . , � . . �. oof�f�rari�ing{R)' . : : t � � . . . . . .. - � _ - ., . . , , . �� ,p.. . �. • ... � _ , � ' F1oor and roof�r� � ing (FR) � � _� --- _ r _ _----: - �- - - -- - :i : . , - - - — - Signature: _ _ . - , . Nam� �p�rsc:: sabE;�:i�fd�:y #his fertri;: " ��lcc 1�� 2c1Jv�zCf . .e, ' , . � Capacity eck applicabfe line): - Owner , � - Owner representative TrussResReqlS.docx Effectrve 1/1/2015 • '� - • " 6" DIAMETE�R " - •k . - , R�rL;ECTlVt RE,,a' , - - � r ; ; - _ ROir7l,-�7�1 f+Lt�H/'iNUi'$ER[C . ��PAhITOt�EE- �`•''' � � �.s_ •'• • -• -- ••-DEStGNATIOh!OF'CO�lSTR!lCT10N �PN(Sj 7#�4�'8�.. :t'• '�� • ,. • �t �'t'•,e #" • .• ;'' :TyPE BASED ON•SECT[ON 602 OF � " " ' ' TFiE BUfLDIhfG CODE OF AiEW YORK STATE . -' :..= .,_ _.. .:,.......,- . . � " 2�� • � � REFLECT(VE �- . . . WHiTE .� . �... ' . . ' '_ • - • - -• - - . , . • • . . . ; . , '3,;tt ,:.:��v% ,,:;'.' - . . - : � �� A�h , 7.. . " ' . . . . >' • ' ` �'�r�iV � =-��r.�: s ' - . . . ' ' � 1/2...ST[�QfEE � : . �� ,-i. ..�. - .�t . � , ~ � - : �',.;'.�,"!�� +' ":':`' '�i-'-c_-,�,r . ' •:'l. • '' , -' ' • ,r_� : , _ . , --- . — _ - . -•- - _'a�Fs'tt�'k�t;t-�ott��cT-v�t ._ ___.-----•. � ------,-----_ _. --- -- - • • -.').- ! ' ' ___ •-.'� .:.:Ct �t#I1t�E:�T��.'1�"?��-_:�� ','. .. - - .,- - - , �s_ __ _ _ _ �; _ . � " � ' ' 3'�t1S'S�CO�tS�i'RUCTIOt1 . .. - . ' . : ,•. . . — -- • -• • - ... ' : - •• - � "F" FLOOR FRAlh[hlG,,tpi.CI.UDIHG• , � �. • GIRDERS AFtD B,E�FR�liS.• '=. . - - . - - "R" #tQGt�'.RAM.ING:ss.:.-,.,:. . . • • Q� 1`. 4 Y 1 7 I� i I• • � � � ' "FK" FJ�O�IR A�Ib•-��.b�'FiZAhlil�+IG - . • , ' _ .. . . ' .•.. ; � . .. . � . . � ' r : . . . . • ' , • . � -�-p� ��-+�-+-'f��-�'-7 �� • - � �: � , • . - • - _ 'lt�l1'�7�3.It:�:!•'-4't•i�t.�!1��:tJ��7t�t . • � • � .� � �- �C�1/�'I��1�1��-[�9 i�1�CRR PA�i�:�2Fz.�4��.� � � �,: �-. � - - ; � . •f ,..r�riosa�.� , _ . - � • CO�ES d1V.(S10N ��-�� -n�SIG(�! �DA-CE:03�a8,�2�45 � - � - � .� ' - . . . - -. �... . _. . - ',• z --, ��` ��t`�-.�� r�� i�� ':� �T�`;e� , : S 'Y 4 . '•j _ f { ' �.:--.:--,=� ,.., D6��(ON OF G�DE EN ��R��E�(��T� . iti:�::.s...: . :,_�_ . - . =�-r�—�. �1 N D �D ttli [ IV [�T�f�T I Q i`� ��ti��; � � � ; • �� American Land Services Inc. �t} I 6901 Jericho Turnpike, Suite 210 Syosset, NY 11791 _ P: (516) 921-4466 F: (516) 677-9756 PREM ISES ' SINGLE AND SEPARATE SEARCH ALSS1119685 Deed Chain for 505 Saltaire Way, Mattituck, NY 11952 District: 1000 Section: 100.00 Block: 01.00 Lot: 018.000: — ,._-- - FROM: John F. McNulty, Anita McNulty, Helen J. McNulty, Mildred C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. McNulty, as Distributees of the Estate of James F. McNulty TO: Casbor, Inc. DATED: � 12/1965 � RECORDED: 12/16/1965 LIBER: 5879 PAGE: 234 • Conveys premises and more. FROM: Casbor, Inc. TO: R. Belford & Sons . ' DATED: 02/11/1970 RECORDED: 02/25/1970 ` LIBER: 6709 - PAGE: 135 • Conveys premises (Lot 018.000) only. � FROM: � R. Belford & Sons TO: Robert J. Belford, Jr. and Bonnie L. Belford, his wife, and Richard R Belford, as tenants in common DATED: 09/06/1979 RECORDED: 09/14/1979 ' LIBER: _ 8693 PAGE: 538 • Conveys premises (Lot 018.000) only. � - FROM: Richard Belford as a 50% tenant in common and Robert _ Belford as a 25% tenant in common and Bonnie Belford as a � 25% tenant in common TO: Robert Belford and Bonnie Belford, as tenants by the entirety • � DATED: 04/18/2002 RECORDED: 05/10/2002 LIBER: 12185 PAGE: 182 . • Conveys premises (Lot 018.000) only. • LAST DF�D OF RECORD. e • � P � SOUTH . � SINGLE AfdD SEPARATE SEARCH continued � � ALSS111968S � Deed Chain for 405 Saltaire Way, Mattituck, NY 11952 - District: 1000 Section: 100.00 Block: 01.00 Lot: 017.000: ' FROM: John F. McNulty, Anita McNulty, Helen J. McNulty, Mildred C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. „ , McNulty, as Distributees of the Estate of James F. McNulty, TO: Casbor, Inc. ' , DATED: 12/1965 � RECORDED: 12/16/1965 LIBER: 5879 PAGE: 234 • Conveys premises and more. � - FROM: Casbor, Inc. - TO: � Timberland Associates, Inc. DATED: 08/24/1967 RECORDED: 10/31/1967 LIBER: 6248 PAGE: 78 • Conveys Lot 017.000 only. ` FROM: Timberland Associates, Inc. TO: John F. Nelson and Joan Nelson, his wife DATED: 10/26/1967 RECORDED: 10/31/1967 LIBER 6248 PAGE: 80 • Conveys Lot 017.000 only. FROM: • John F. Nelson and Joan Nelson, his wife ' TO: . Joseph J. Visser and Dizabeth M. Visser, his wife � DATED: 06/27/1969 - RECORDED: 06/29/1969 LIBER: 8650 PAGE: 302 � • Conveys Lot 017.000 only. FROM: Joseph J. Visser and Dizabeth M. Visser, his wife TO: . Dizabeth M. Visser DATED: 08/24/1998 RECORDED: 09/22/1998 LIBER: 11918 PAGE: 396 • Conveys Lot 017.000 only. FROM: Dizabeth M. Visser TO: T. Liorah Brow n , DATED: 06/22/2006 � RECORDED: 07/10/2006 LIBER: 12458 � PAGE: 539 � � • Conveys Lot 017.000 only. • LAST DEED OF RECORD. NORTH SINGLE AND SEPARATE SEARCH continued � ALSS111968S Deed Chain for 605 Saltaire Way, Mattituck, NY 11952 District: 1000 Section: 100.00 Block: 01.00 Lot: 019.000: FROM: John F. McNulty, Anita McNulty, Helen J. McNulty, Mildred C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. McNulty, as Distributees of the Estate of James F. McNulty TO: Casbor, Inc. DATED: 12/1965 ' ' RECORDED: 12/16/1965 LIBER 5879 PAGE: 234 • Conveys premises and more. � FROM: Casbor, Inc. '� TO: Stanley Wowak and Rita Wowak, his wife DATED: 04/05/1967 RECORDED: 04/06/1967 LIBER: 6134 PAGE: 598 • Conveys Lot 019.000 only. FROM: Stanley Wowak and Rita Wowak, his wife TO: Thomas A. Flader and Debra N. Flader, his wife DATED: 07/22/1987 RECORDED: 08/13/1987 LIBER: 10391 PAGE: 79 � � • Conveys Lot 019.000 only. , FROM: Thomas A. Flader and Debra N. Flader, husband and wife TO: Richard Nathan Kalich and Mary V. Motto, husband and wife DATED: 07/31/2002 RECORDED: 08/13/2002 LIBER: 12202 PAGE: 864 • Conveys Lot 019.000 only. • LAST DEED OF RECORD. � I 9 � WEST � SINGLE AND SEPARATE SEARCH continued ALSS111968S Deed Chain for 2650 Reeve Road, Mattituck, NY 11952 ' ° District: 1000 Section: 100.00 Block: 01.00 Lot: 008.000: FROM: John F. McNulty, Anita McNulty, Helen J. McNulty, Mildred � C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. • McNulty, as Distributees of the Estate of James F. McNulty TO: Casbor, Inc. DATED: 12/1965 RECORDED: 12/16/1965 LIBER: 5879 PAGE: 234 • Conveys premises and more. � FROM: Casbor, Inc. TO: William F. Ahern, Jr. and Florence B. Ahern, his wife - DATED: 04/02/1970 RECORDED: 04/07/1970 . LIBER: 6725 � PAGE: 519 �• Conveys Lot 008.000 and more. • LAST DEED OF RECORD. � �� WEST SINGLE AND SEPARATE SEARCH continued ALSS111968S Deed Chain for 2650 Reeve Road, Mattituck, NY 11952 District: 1000 Section: 100.00 Block: 01.00 Lot: 008.000: FROM: John F. McNulty, Anita McNulty, Helen J. McNulty, Mildred C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Wdl and Testament of Charles J. McNulty, as Distributees of the Estate of James F McNulty TO: Casbor, Inc. DATED: 12/1965 RECORDED: 12/16/1965 LIBER: 5879 PAGE: 234 • Conveys premises and more. FROM� Casbor, Inc. _ TO: William F.Ahern, Jr. and Florence B.Ahern, his wife DATED: 04/02/1970 RECORDED: 04/07/1970 LIBER: 6725 PAGE: 519 • Conveys Lot 008.000 and more. • LAST DEED OF RECORD. The underlying liability for the above information is limited to$25,000.00 .� American Land Services Inc. .��::� 6901 Jericho Turnpike, Ste. 210, Syosset, NY 11791 Phone: 516 921 4466" Fax 516 921 3433' EMail: Info@AmericanLandServices.com Monday, December 14, 2015 Page 1 of 1 Patrick McGrory, Esq. PO Box�166 � 373 Starke Avenue - East Meadow, NY 11554 Account Number: 663 (5.16) 746-1392 Fax No. (516) 746-2683 Search Number: ALSS111968S Order Details: Ordered: 11/17/2015 Customer Reference: Zoumas from Belford-S&S Search Owner(s): Robert Belford Buyer(s): loannis Zoumas Premises: 505 Saltaire Way,,Mattituck,NY 11952 (Suffolk COUNTY) Date ' Description of charges Amount Sales Tax* Payments Amount due 12/14/2015 Single & Separate Search $550.00 $47.44 $0.00 $597.44 _ :.. _.. �.. �.� ,�.._�:. .. __:, -� # * Sales Tax for Nassau Tax Zone at 8.625% � Charges: - $550.00 � �: Please make checks payable to: EAM Land Services, Inc. ;, Sales Tax: $47.44 ;' _ 6901 Jericho Turnpike, Ste.210, Syosset, NY 11791 ',? payments: - $0.00 � One Penn Plaza,34th Floor, NY, NY 10119 � � �, Total Due: $597.44 � t - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Please return this portion with your payment Name: Patrick McGrory, Esq. Invoice Amount: $597.44 � Amount Enclosed� $ [ ] Please apply payment towards Search Number ALSS111968S. [ ] Please apply payment towards balance under Account Number 663. Terms.All charges due within 30 days upon receipt without penalty Please make checks payable to EAM Land Services, Inc American Land Services Inc. 6901 Jericho Turnpike, Suite 210 � Syosset, NY 11791 P: (516) 921-4466 F: (516) 677-9756 ' PREMISES AMENDED SINGLE AND SEPARATE SEARCH ALSS1'11968S Deed Chain for 505 Saltaire Way, Mattituck, NY 11952 District: 1000 Section: 100.00 Block: 01.00 Lot: 018.000: FROM: John F. McNulty, Anita McNulty, Helen J. McNulty, Mildred ' C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. � McNulty, as Distributees of the Estate of James F. McNulty TO: Casbor, Inc. DATED: 12/1965 ' , . RECORDED: 12/16/1965 LIBER: 5879 PAGE: 234 • Conveys premises and more. FROM: Casbor, Inc. TO: R. Belford &Sons DATED: 02/11/1970 RECORDED: 02/25/1970 LIBER: 6709 PAGE: 135 • Conveys premises(Lot 018.000)only. FROM: R. Belford &Sons TO: - Robert J. Befford, Jr. and Bonnie L. Belford, his wife, and � Richard R. Belford, as tenants in common DATED: 09/06/1979 RECORDED: 09/14/1979 LI B ER: 8693 PAG E: 538 • Conveys premises(Lot 018.000) only. FROM: Richard Belford as a 50%tenant in common and Robert Belford as a 25%tenant in common and Bonnie Belford as a 25%tenant in common TO: Robert Belford and Bonnie Belford, as tenants by the entirety DATED. 04/18/2002 RECORDED: 05/10/2002 LIBER: , 12185 PAGE: 182 • Conveys premises (Lot 018.000) only. • LAST DEED OF RECORD. SOUTH SINGLE AND SEPAR�►TE SEARCH continued ALSS111968S Deed Chain for 405 Saltaire Way, Mattituck, NY 11952 District: 1000 Section: 100.00 Block:' 01.00 Lot: 017.000: FROM: John F. McNulty,Anita McNulty, Helen J. McNulty, Mildred C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. McNulty, as Distributees of the Estate of James F. McNulty TO: � Casbor, Inc. DATED: 12/1965 RECORDED: 12/16/1965 LIBER: 5879 PAGE: 234 ' • Conveys premises and more. FROM: Casbor, Inc. TO: Timberland Associates, Inc. DATED: 08/24/1967 RECORDED: 10/31/1967 L I B ER: 6248 PAG E: 78 � • Conveys Lot 017.000 only. FROM� Timberland Associates, Inc. TO: John F. Nelson and Joan Nelson, his wife DATED: 10/26/1967 RECORDED: 10/31/1967 LIBER: 6248 PAGE: 80 • Conveys Lot 017.000 only. FROM: John F. Nelson and Joan Nelson, his wife TO: Joseph J Visser and Elizabeth M.Visser, his wife DATED: 06/27/1969 ' RECORDED• 06/29/1969 LIBER: 8650 PAGE• 302 • Conveys Lot 017.000 only. FROM: Joseph J.Visser and Elizabeth M Visser, his wife TO: Elizabeth M. Visser DATED: 08/24/1998 RECORDED� 09/22/1998 LI B ER: 11918 PAG E: 396 • Conveys Lot 017.000 only. - FROM. Elizabeth M. Visser - TO: T Liorah Brown , DATED: 06/22/2006 RECORDED: - 07/10/2006 LIBER. 12458 PAGE: 539 - • Conveys Lot 017.000 only. • LAST DEED OF RECORD. NORTH SINGLE AND SEPARATE SEARCH continued ALSS111968S Deed Chain for 605 Saltaire Way, Mattituck, NY 11952 District: 1000 Section: 100.00 Block: 01.00 Lot: 019.000: FROM: John F. McNulty,Anita McNulty, Helen J. McNulty, Mildred ' C. McNulty, Edna V. McNulty and Marie M. Diller, as Devisees under the Last Will and Testament of Charles J. McNulty, as Distributees of the Estate of James F. McNulty TO: Casbor, Inc DATED: 12/1965 RECORDED: 12/16/1965 � LIBER: 5879 PAGE' 234 • Conveys premises and more. FROM: Casbor, Inc. TO: Stanley Wowak and Rita Wowak, his wife DATED: 04/05/1967 RECORDED: 04/06/1967 LIBER: 6134 PAGE: 598 • Conveys Lot 019.000 only. FROM: Stanley Wowak and Rita Wowak, his wife TO: Thomas A. Flader and Debra N. Flader, his wife DATED: 07/22/1987 RECORDED: 08/13/1987 LI B ER: 10391 PAG E: 79 • Conveys Lot 019.000 only. FROM: Thomas A. Flader and Debra N. Flader, husband and wife TO: Richard Nathan Kalich and Mary V. Motto, husband and wife DATED: 07/31/2002 RECORDED: 08/13/2002 LIBER: 12202 PAGE: 864 • Conveys Lot 019 000 only. • LAST DEED OF RECORD. LOT AREA = 22,500 SQ. FT. PROPOSED 2 STY FR DWELLING W/4 BEDROOMS � �� '`�� p�, �� r GAR FL ELEV. 57.0 SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8'DIA. x 12' DEEP �" � �� '� FFL ELEV 59.0 ( ) ELEVATIONS � � NOTE DATUM N.A.V.D. 1988 � � �% � PROP FIRST FLOOR = 1572 SQ. FT. � � � � PROP SECOND FLOOR = 765 SQ. F7. � '� TOTAL = 2,227 SQ. FT. � � � PROP GAR FLOOR = 541 SQ. FT. LOT NUMBER 32 LOT NUMBER 33 LOT NUMBER 34 LOT NUMBER 35 VACANT — PARKLAND DWELLING — PUBLIC WATER DWELLING — PUBLIC WATER DWELLING — PUBLIC WATER �514� SALTAIRE WAY (52 3) x — — — x � existing water main � edge of pavement I �s3.s� S 16`59'30"E 100.00' c5ss� � MON I ON 42 7.15� I ; � ,P �xP m I R=25.00' �I > `� L=39.27' � � � � � � I I o 7EST HOIE °; O a (55.3) � o , w O `al � Z t() (57 0) 22.0' Porch � � N (57.0) � � N � 25 96' N � N caa N (� PROPOSm 2 STl'� w 7.83' FR DWEIL c� . � c1 o ^ w o � U � 55 0' • O Q � J .: N w w W (57 O) ^ (57 0) N 3 � p � Q Q ~ - � U W � � N 3 3 N m m m � o � c .� W m J W � , � � z Z � .0 J f� m � m m z � --� L � � � � � � I— W � a� p 3 N , � z I � z � J � o a� a 0 O z Z O 3 � a J J J _I � 3 W W 3 � � � � W � - � � O � O O � O � � . f� (n • Z � (64 3) (65 2) FD MON IAON ch link ch Imk «��N�16"59'3 "W 100.00' Z5,'s S�iE'ROLK C0181�l4Y D�PARtMENT OF H�AL?H SPcRYI�.�f N MBER 1 1 P�It1A1'T FBR AP�RO�IAL O�'CON4TRUC?tON�'OR A V CANT SiNGL��'AMItY Ri�t�ENCE�@�1.Y � - , - � �U1. Za Z�HS. R�F.�e �� -00�7 � T�At�_,,,,,__.___. � �pp�OVEO . EXCAVATtOM INSPEC110f+1 iZEQv�RED Fo�MNceNua�0� ��Da�aM� F0��ib7'��1►�TE�1 EXPIRES?HREE YEA�RB FROM DATE 41F APPROI/A�. !�1►driEAITM DE�A��p � TEST HOLE BY McDONALD GEOSCIENCE 6-8-2015 � Dark brown loam OL 1� 1HE OFf5E75 (OR OIMENSIONS) SHOWN HEREON FROM THE 5fRUCiURES TO 1HE PROPERiY L1NES ARE FOR A SPECIFlC PURPOSE AND USE AND THQiEFORE MtE NOT ,JOB No. 15-83 FILE No. SALTAIRE ESTATES INTENDm TO GUIDE hiE EREC710N OF FENCES, REfNNING WALLS, POOLS, PAT10S, BfOWfI clayey sand SC PUUITING ARFAS, ADDITION TO BUILDINGS OR MIY OTHER CONSfFtUCT10N SURVEYED FOR IOANNIS ZOUMAS UNAUhiORIZED ALTERA710N OR ADDfT10N TO hi1S SURVEY IS A VIOUiION OF SECTION LOT NUMBER 21 �S� 7209 OF THE NEW YORK STATE EDUCATION LAW erown silt sand SM MAP OF SALTAIRE ESTATES Y GUNiANTEES INDICATED HERON SHALL RUN ONLY TO TNE PERSON FOR WF10M hiE SURVEY IS PREPARED, qND ON HIS BEHPLF TO THE 1TRE COMPANY, GOVERNMENTAL SITUATED AT MATTITUCK 23� AGENCY AND LETIDING INSfRUT10N USiED HEREON, AND TO THE ASSIGNEES OF THE Brown fine to �noir+c iNsmunoN GUAfWJTEES ARE NOT 7RANSFERABLE TO ADDITIONAL IN5f1TUT10NS TOWN OF SOUTHOLD — SUFFOLK COUNTY N Y medium sand SP OR SUBSEQUETIT OWNERS 29 SCALE 1" = 40' DATE 6-16-2015 COPIES OF THIS SURVEY MAP NOT BEARING THE UWD SURVEYOR'S INKm SEAL OR COMMENTS: No wdtef encountered �BOSSED SEAL SHALL NOT BE CON9DERED TO BE A V/JJD iRUE COPY FILED MAP No. 4682 DATE 8-3-1966 CERTIFIED ONLY T0: TAX MAP No. (REF ONLY) 1000-100-1-18 DISK 2015 HAROLD F. TRANCHON JR. P.C. NOTE: LAND SURVEYOR Location of water mains � & adjoiners water supply � �� -��f� �N, � 1866 WADING RIVER—MANOR RD. WADING RIVER, by others and are not �' '' � �� NEW YORK, 11792 guaranteed N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC No 2115—E i LOT AREA = 22,500 SQ. Ff. PROPOSED 2 STY FR DWELLING W/4 BEDROOMS � GAR FL ELEV 55,o SANITARY SYSTEM 1000 GALLON SEPTIC TANK, 1 LEACHING POOL 8'DIA. x 12' DEEP FFL ELEV. S$ •o ( ) ELEVATIONS � f NOTE DATUM N.A.V.D. 1988 PROP FIRST FLOOR = 1572 SQ. FT PROP SECOND FLOOR = 765 SQ. FT. TOTAL = 2,227 SQ. FT. ' PROP GAR FLOOR = 541 SQ. FT. (51.4) SALTAIRE WAY �52.3, x x �existing woter main � �E��'{__��j1� _� edge of pavement I (ss•s) S 16'S9'30"E 100.00' (5s.s� � 427.15' CONSTRUCT�DN �N-IR{�T`IC� MON �P ON m �� X�J� �YS DQT /�Pl�RD1��.D � Ip exp a I R=25.00� R�� F�� 7'= 10�Ag�/E � -- � � �I m L=39.27 OCi5r�rlCa "GRA�E 7 3 I t aI �Ll O � nl � Z � 22.0' oroh / � SEE SHEETS 2 a 3�ATrACNED�i�oR N � zs.ss� c`nv �� G� N � _ - DETAI�J � PROPOSED 2 STY� W 7.83' fR DWELL a �i o M U , "' ss.o• N j cv w �' N n] w � P L � � • m z 3 z ' � . o Z —� � __._ O J ' � . PROPa,�U W�RE C3f'.�KE� �►� o w �.,� FErIC�;TyP►SAI. `1 S�p�,S_ _ o � Dv6t��vG Cbr�5TRUCT7oN " p � O � � O f� � � • L�('�fl�';OF CLCR RI_�G . � Z - - _��z Y,_. .- -.. .�,. _-�.:,_ -. . - _ .�. -_ ., ,- -_ - �- - - - _- -- , -F-_ _„ - _ • --- - ON �54.3) . " -' . ; _. -- , _ (65.2) FU MON ch link , n ,^ ch hnk � .'"�"�, - o�w N 16"59 30 W 100.00 �� - ' � , o s N LOT NUMBER 1 1 z.si s � '� :D(�zAi NAG E G°��CULAT�o NS - , :C�oo� AREA � I f3 SC� FI� x I O X o. 17 = 35�? cu FT �R1 V��r/AY ARE°. 15�0�1 FT X I.�x D i 7= 2,SS CU• f-� L P 1 = Y Roo F Ru rt a�� DR►v E�A`f RUr�0 FF = 2,028 Sc� 1-�' , � : �o28x l�o x 0,17= 345 CU�{-T � � PRo PesE I-e`D�A X � � DEEP = 38o cu r7 L P 2 �'� RooF R�No�F = 90 CU Fr- ffi�o i�75E I-b�DIA x 5� DEEP � I I 1 CU fT L,P. 3 %2 RooF RUND�F = 180 CU F'� , . P�OPaSE I -8'D�A X S�_ DEEP = 21 I �U �i' , 9-2.�-15 ADDEb D�A1N(�GE, Q?N$f �NTR'�C.�„ SILT F�r1C�, lEST HOLE BY McDONALD GEOSCIENCE THE OfF�SE15 (OR DIMQJSIONS) SHOWN HEREON FROM THE STRUCIURES TO THE 6-5-2015 PROPEftiY�UNfS ARE FOR A SPECIFlC PURPOSE M1D USE AND THQtEFORE ARE NOT JOB No. 15-83 FILE No. SALTAIRE ESTATES , INTENDED TO GUIDE THE EREC110N OF FENC6, RETNMNG WN1S, POOLS, PAT10S, -�— �, warmrac uz�s, �oomoN ro eunnir+cs oR arr oni� coNsrnucnoH SURVEYED FOR IOANNIS ZOUMAS Dark brown loam OL �' UP1AUiHORIZm ALIFRATION OR ADDIi10N TO 7HIS SURVEY IS A VIOIATiON OF SECiION LOT NUMBER 21 7209 OF THE NEW YORK STA7E mUCAiION UW � MAP OF SALTAIRE ESTATES� Brown clayey sand SC GUARANT4SS INDlGTID HFRON SHALL RUN ONLY TO THE�PERSON fOR WHOM THE ' SURVEY IS PREPARE�, AND ON HIS BEHNF TO THE TRLE COIdPMlY, covQtn�e�rrr�t SITUATED AT MATrITUCK � AGENCY AND LEN�NG INSTTTU110N LISfm HEREON, AND TO iHE/lSSGNEES OF THE 15� �oiwo ir+smunon GUARANTEES ARE NOT 1R�WSFERABLE TO ADDI110NA1 INSRNTIONS TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y. OR S(JBSEQUENT drlNQtS Brown silty sand SM SCALE 1" = 40' DATE 6-16-2015 ' COPIES OF THIS SURVEY AIAP NOT BEAFtING 7HE LAND SURVEYOR'S INKED SEAL OR 23' E7.I�SSm SEAL S}iALL NOT BE CONSIDERm TD BE A VN.ID TRUE COPY. Brown fine to FILED MAP No. 4682 DATE 8-3-1966 29, med�um sand SP CERTIFIED ONLY T0: TAX MAP No. (REF ONLY) 1000-100-1-18 DISK 2015 COMMENTS: No water encountered , ' ' � HAROLD F. TRANCHON JR. P.C. � . , • LAND SURVEYOR NOT E• • . . �ocation of water mains 7—✓ � ' ' ` 1866 WADING RIVER-MANOR RD. WADING RIVER, `98c d�ijoiners water supply �� /- �v�- NEW YORK, 11792 by others and are not � N � 8992 - - guaranteed. HAROLD F. TRANCHON JR, PENNLILIC: No. 2115-E 631 929 4695 M*+d+� ' LOT AREA =��2,500 SQ. FT. PROPOSEO 2 STY ��DWE�l�{NG W/4 BEDRC7C}MS .-- , ,� . GAR FL Ei��V 5:,� ' SA�{ITARY SYSTEM 1000 GA(10�1 SEPTIC TANK, t ,d..EAC1-?iNG P00� 8'Ct1A, x 12' I�EEP . — F��. ��v. s�� - ( ) ��rA�ner�� NdTE DATUlad N.A.V.D. 1988, - ' PRQP FfRST F10flR = 1'572:'SQ- Ff. . . PF20P SECOND FLOt3t?� _ �'65 SQ. �"t'_ . , Tt17AL =, 2,227 ��2. FT. PROP ��R FLOOR = 5�-1 SQ. FT. A.t�� PA U�+��N`�' �a�t �c j , � � � �o�� .b.�• �u 5� �$,.4, SALTA.IR:� �A�' {��.�, � � , f�,� °�'bw� ��'w� x x � �`�L� I�'� — existtng wofar.moin � .`j + ^ ��s6��'(/ -l:� �N �?�3.f�T . , edgr ot pwement� (�' � � (53.fi} � ` �:3�rJ,, .3{�� .{��i {56.8} . . � . .. 4.27.1 cJ, cc��t�CTI�� 'rrt��,A��C. . c.� - �' " m . o� ,. � : ° R=25,fl0' �"' X�! N�ts_ [�c�7°` ,�t��=t��v�b � �' �� tp �xp � � L=3�.27' t',C:ts. ;�rt..t;. "#�?n ��.F��;�'�t� , �;� �-� � . . t�tc,�'-r�s4��:.'G€2�-'rt�J�. ' . . _ � � �`� W _ ' � � � q 0 . � p ��-,' a. � , `i ' � or�h � - lC7 � 2s'!:0' ' . � �� '�'i-��.�.�� '. °,,�'N�`�•��j�� ' ��t��. N• ��..._v: � 25.8G'" N h— , - ... . ��'f.as�� Pf2QP4SFS1 2 Si'Y�y . � �7.83' FR dtVECL �v, ' �' � . � n , C..) ' ��` � ' S5.0' � d } ' � � W N � � N C� 1. � � I� � ,�1 � p Crl y' ' 3 Z ��5 �Oly � �'�L��J�� '�'�dTi�o� 'f'o �� 6��TA(-��a�' � � � {�tor� �o C�c�R�d�� ' C�Rv�B�"� �r �c� �� , . . � . . �r��,ry.��:.� w��: ��-��:.-� s��r~ .,: . ;Q ��osio��s��E�rr c+�r�� , w � ... ' . � ` �,:��::.�~t.�� .� �t��,; . � Shaii inc0ude but not be tdmited to: ,.� �:�� .�tas,`�:,u�"rr�� , ��r�i!maint�t�d+Co�sirudian Entrance, � ' ., , � � � : r� !Alire Ba�cked Si�t�e�t�i�t�,stabili�atdon� `� �L.I r'�.rt"'�;�. �1.eA�.r r�G�� "�ed1�g o��po��a�nd�ot inactive saiis. � � z . . n ota (s�.�) {s5 2) � � , ch tink ' y „ ' , aM tink ' " ��,N � N 1��°�9 :30 W 100.Qt3 �� . � . LOT�N�lMBER 11 2�� . , . 13E�t00tAt'a��!1lSPE�'�'lO�B�/►BiE R�IQ1�i�� ' -V. ,. _ , , � . . ` - Contaci T4��E��i��i��a��'7��-156tD 6�`'c�re � �:t�t 4�,/��.�.. �.:�.t_�u�7r��4� � . Bac�tt,OR P�ovid$E��in+e�r's Certiftca#iesrt '��c� n;i�t,.tw '� I-t� •>:� �` "� #•G :� �. !?.. = . :�.��_ �,t� FT �t t�i�.drainag��s b�n i :�,�.t�"=�1ltY Pt�.�, l., . ��-'�� :�t d.�x c�:r�� ...,,� Ct�.�- ,. - . n�lt�d ta+Cc�e. ��_�`'� 7 .�l t�G�a� i Ur4 �i"r� � C:3C�a?�,�f�`� .f�tir��3FF'�= 2a C��SQ .�'F°' : . , - . , �t��K i�c3 a� (7�t'7'�-��:»3� .N�.��'"'. ... _ . - . PRC�.��C, I-'�a'C�Pr''�.'i�,`� � DC�'� — ��iU C�.,T. i`?' � . . . , � � � .�'�.� t�cc� RUraa r�' � � es��`r:' ' . • `, . L A��tI1E t'�F�t0�l�lVOIt�TEP� f��r��-� t.�,r'!�tt�_� :�� t��:.�''� �1 t �'lJ t=`�' ' � . Ct� � � ��i9't w ., � . . ��, � � B � � .C �� 6 L�'r''. .:� r2...� R'G�%�` .R�thiC3�'� - t�,:1 �.:'�I F=T" . . , ' ' �A - � M d . t``r-��;.:rS� I -�'t3�R ,� �,.��:..a�' - 2.�t �,�?- �~�"' ' . , � __._� ' , �1�2.��I�" ty;�C�� t��?l�i�f�C�, ��aT �i�6��, .�t t...`T' ��:r��':.� TEST HO�E BY M�:DONALD.GEOSCiENC.F na�oFl=SETs {oR o�a�s�sj sHowm HE�au FRou rtts s7RUCitirt�s ro n�E 6-8--2015 � PROPERtI'UNES'ARE FOR A'SPECiFfC PURPO`.i£ANO USE kNL3;SHERE�bFtE ARE N07 JOB No. 15—$3 ' �ILE Pic,. S#.L�AfRE ESTAiES ' � tNiQdD£0 TO CU1DE THE F3t6CTtOt7•4F' F�ICES. REtN?diNG WAl4S. P�15."PAtIbS. PLANTtH6 AREAS. ACSIIYt40N TO 8111t61NGS OR Ahh'07HER CdNSTftUCiSOM- a Oark brown loam OL - �- SiJRVEYEO FOR IOA�lNIS ZOUMAS i� , w�nuY}�ox,zEo r�t�now a�wor��,�ro n�ts suaver ts a vwr.nnoro oF s�cnon . ��y-� �}�p„fBER 21 � 7209 OF TNE HEYI YORK 5TA7E EQUCA�ON UlW. . - � MAP (7F SA�TAlRE ESTATES Brown clayey sand SC cuaw+rar�s aats�carEo �eROPa :�;�tu�'on�.v i;� ��vE..a�tsosa FOR wt�o�e n� - .� � su��s�a,u�. o�rzo oN wus s�.e.rto ms r,�coaai�u�cr. cav�au�rru. S11'UATED Ai MATi'fi'UGK AGENCY"RNQ�7ttiMG{N571iUTlt3N tS51�U HEREON. Ns�;TO 17tE ASSIGNE£.S 4f�1}[E �4�3 i•` c.�aaru� inszrrvrtosa. csu,vtnr+�s wze r+ar tt�s�sei.E ra�cna�a.FNsrttur�c�r+s •TOWPJ OF SOUTNOLD — SUFFfl�K CtJUNTY N.Y. ox su�uer+r okrn�Fts. ' - , t3rown s�lty sand 5M ' � ' - g�p4� �" � �p' - DATE 6-16-2015 COPIE':�OF TFdiS 5tiRVEY,tAAP NOT$F1tiRiNG THE tNdtS SUR'SEYQR'S ttdKED SEA6.QR 2�' EMBOSSED S.EJ,L SN�il..��1!�£�'^WSdDEAED 70$�-A YAI.lD E GOPY. erown Pine to �"°°,°"°,�`""..'.. } . `, Ftl.E� MAP Na. 46$2 DATE $-3-1966 med�urr= �and SP �E��'E�'l�C} ON'LY �C3: � ' � � � 2s' . . _ � - 7AX, �YAP 3�0. (�E�.ar��Y) iQOQ-100—t-18 DiSK 2�15 - COMMENTS: No water encaunteretf ' � � - , HA'ROLD F. TRAN��IOU J�. P.C. � � - LAND SURVEYQ� N07'E: . . l,+�cation of water mains ' ,_,..--' ;� - . ' .. 1$66 WAOlNG R1V�R—MANOE� RD. WADII�lG RIVER, & a�joiners w,ater�suPP�Y , �,� -��. �. � ` . � � - .y � ` , NEW YORK,-11792 by others and are not �. ,� , i�.`(. L.lC. No. 448952" � _ .-•. uarqnteed. 631-929 4695 9 ' HAROLD F. TRQ�JCNQ�t J#2�. `'._PEf�N...LlC. Na. 2t15—E . . � . . - , . ._--�..��,,__,_,._„�._._ 18°-0p�l1AX. C.`fo C.� t:y ��:v _�� _:'�--_>'=,--�-----_---_--'s_--__=—:----- � "-__..._. -� ��:.� -:N'-,.�._ •y 1�. �:s�••-•':�:-'►"e`i'�=-- f ._, . --._-:--.------_�---� _ .---�___ U S�i'T'�.-`'.�_ �: ••i��i�F� 'r^',�'-r. . - ' �rv=' . ,- _ . {� - ��'w �- ':9��.�' °L s ti.� .ar�wY:r.a_�s__,ue �s";;.:;;,`::--,;:,<_� - _ � , > > ; _- m . • r • �. � ` �:o i N.s. s__;:; - . (y�, �%°'w.- � w - i► w+�'�t1/_`+�;`,_ • s ss-. ,;''-r,<__,"' (� tY2'.,-!� �• .�g�t.�bw ' .M.d!S_ � •+, i; .!�t w i ��="�>- A Q �� - i�__ � • '�''" ��-=�� , {!>,,?b�:< <`_, e st .��ti 2+-:ai::�fi►..,� �e!6K�L.s�i•_ '+�:`�zs _ p� o i �P �'i Y-bL�•„�_; �M�i '�7� it` i :. -�� 'x. • � .• �3 �e. � �L .'�`-.� R s- �'MS� + =a_,oF:- yqi'�-4=`'.�-r1s-:••S,�,d��.¢'_.+ :��+� A �--��''�a. .',.,,.°� �ry� � _...�;-y�. ! � ' t� r�,.. • �a� s=k a.,< 'M." yti�'hty� 5r:.�F:•,�"'S��rJ' !q0 _ �a►s'�" i4��0n;.�1F !`��. �'►i Q�i =s.. .a_ .�� °-� .M_. .�.ti::' �- C 2 � � __, o '�.�#-'o�°'`:i;� w,.s•_•gr �''_-e-� v.�_:.� « .. e�.." [. _ � W N O .� �� `'��+.'��rs�+t 3� Y ,��e�"y a'�"' " O` G E% - � �� .�yT�±�"�i:.-�-'�,p:�►`�"'1'�.�"i�� '�'J�'.�`�.:s0�� = � F: li� J �' '_.�'�" ij�'y��i '+P y!':°•4;,_� . ��s �-,T..._.�.-.T�:�= 1L �� r� � �,f � � � � y� �- --- _ 6_ tuitru. = ��--,� f� � � �� O �~ � PERSPE�T�VE �/IE1�lt 36�' MIMI�lIUM 2 x 2 , � " �ENCE POSl' . ___ _._..�. �. �_s WOl/Eld V1l�IR�FENCE _ 1 (6 x 6 - �O 1 �0 �WFj � . �;: FtLTEi�CLO1�H �� ;� Ou N4 . �[�� . _ � 4� � � !�� E6UI�ED F�LT�lZ CLOTH -� ; {9AIN. 6" iNT`J Gd20U�4D ��...��„ �� F 4" ,_._.�__ �t N�TEo .----___.._�__.---._--�'�--, AIf�CIfU�U�tI Dt�►IN�►CE Ai2�► 7/2 ACRE 1 100 LBNEAR FEET , SECTION DEl'AIL � SILT FE(VC� DET�►ILS �� H�.� z ' �----��:'f#g�`i��;s,t� 8 �?il�R�t�i#F�F_1. _ ALY'*��'�`P:-+"i'T�.�i��', I�'iG,��FE ' � �C�?3�+5..(�'.�.'�t lti..�;:'+tQN ��?OL�OIv�Y) • ��-=�-� � _ : - . •'`~ ; �"�,. � ti� 1 . . 1 ` t ::=�»��t- '�� 4 - r. , � (� �� `i�'e``,:�,��u r� ' : ��'�>;F,� j � x"'`��""-+''�4`'°'` '{ �� ' t r ti' f - ..��+�> � - �'IVl:..'d�e��i��--�-•s� ��_�Y� '..�m'�M��'iW��VY'Lfi�� , �� " � 'r_°"� a'��x�'�c�v�t��Kc-�t� � � ��E 1 �[ � � _ _ � � ��'.JT��<°�2? .....-- �l_�P!� •- --x� . � � t �--� . # � �G«'�•5�5�J1.%TJ�'k+Al.i. - � --- :..___-.r_ � 13tN^'a r5�cs M's�.B't J �T`:.'-d�,�."`-�, Y , r r�_ � �a�� ,��r � ----— - -- _..4.��._ r��,��, � . � +� � F} � ��--�---� , ---� �-�-°,�ca,s �T�z.� - �;� � � -�r�t�izi.��y��.,p`' � - � •`I� +�•i7.�L"�151�.+'IT � � - t� � �r±'�J 1�3� f r. p��., � � �_..��.��"' "'_"'_•-__- .....�..— ; �'"e'I�L/��F�.. y a '��i._ i � � ' ��.z.%��'{�:�K� 1 _ , l � i �.. _.� �-...-.�.__,.� l�_ ..�_F�.`...��,...-�r...� C3�.,"�Jp�.~;�+s'�"�=: � � � �- - - � a ;'�'.'_'�'��' : j lYAR1AC3�E .� �4 i - . , - , ��'�-.,°+� �� . �..�#��i� �'�L. . _ �q�� ' �@'�1:.CT � LOT ARF,a = 22,500 SQ. FT. � 16-17 n ' I � ALTAIRE Y�AY . - - - - - - - - � • edge of pavement � S 16°59'30"E 100 00' FD Mo" QN 427. 15' R=25.00' � L=39.27' 0 o z . � zo s' • o � N � � G,uz 8 s' 2 s.7' N F— � � �I —2 t s=— N � FOUNDATION c+ 231' � "' . U W ss o' > � ' I � W O O � - - - - ------- ------ -- -------�'��----- - -• -- -------- --- -- -- � o � - - ---- - - --- -- - - - - -- O � � � � � Z Fo � MON M0� � ch hnk ch hnk 04W N 16`59'30"W lC0.Q0' F� 06N �S�y,r 2 1'S L07 NUMBER 11 I , . - --- - � �� , , , —;I , . � - �� I �� ,� � � � j � FEB � 1 2016 '� '-� I I . I L _._ _ , �, i � � , , :, . � 1—28-2016 LOCATED FOUNDATION THE OFFSEfS (OR DIMENSIONS) SH01hT1 HEREON FRGM iHE STRUCTURES TO THE PROPERIY LINES ARE FOR � CfFlC PURPOSE n�JD USE AND THEREFORE ARE N0T JOB NO 15-83 FI�E NO SALTAIRE ESTATES INTEN�ED TO GUID� 7HE 91:�..F. ��u�y,��pi c pqnp� - PLANTIhC AREAS, ADDITION TO BUIlDIN05 OR ANY O7TiER COMSTRVEiIt�li - � SURVEYED FOR IOANNIS ZOUMAS i UNAUTHORIZED AI.lERA770N OR ADDiT10fJ Tp THIS SURVEY IS A VIOlATION OF SECiION 7209 OF THC NEW YORK STATE EDUG1710N LAW LOT NUMBER Z� I MAP OF SALTAIRE ESTATES � GUARAN�TEES INDICATED HERON SFIALL RUN ONLY TO THE PERSON FOR WFiOM THE i SURVEY IS PREPAf2ED, /w0 ON HiS BEHPIF TO THE TIiLE COMPMlY, COVERNtAENTnL SITUATED AT MATTITUCK + AGENCY AND LENDIMG INS7INTION lJSTEp NEREON, AND TO 1HE f�SS1CNEES QF iHE LENOING INSTITU110N. GUARANTEES AF2E N07 1RANSFERABLE TO ADDIi10NAL INSf1iL'T10NS TOWN OF SOUTHOLD - SUFFOLK COUN7Y N.Y. OR SUBSEQUENT OivNERS . COPIES Gf'THIS SUi�.KI' AIAf NOT BEARING THE LAP70 SURVEYOR'S INKLD SFJ'L OR SCALE �� = 4O' DATE 6-16-2015 EU�OSSED SEkL SliALC l�07 Be CONSlOERED i0 BE A YALJD TRUE COPY -- FILED MAP No 4682 DATE 8-3-1966 CERTIFIED t��vLY T0: ,�aY !a�AP No. REF ONLY 1000-10G�—�— ? � ( ) 18 DISK 015 ;_..__ ___ �1ra PC`!_D F. T R/'�,��!•��-�ON J R. P.0 ------ - -I LAND SI;RV�YOR � ' r� � �866 WADI�JG Ri;/Ei�–P.4ANOR RD. ',Nl��!"�!G RI�'�R, � � � �' ��r VJ YURK, 11792 � �/�LU N.Y LfC. Nc 0=;°992 _'_ ^f-!„ ,OLD F. TRANCF��J�! �-= ---- PENrJ. UC f��c–?--�5-E ----- `---- 63i-9?.9-4695 � "-==� ` ' , 16-17 � LOT AR�4 = 22,500 SQ. �'. � � ,� _, ,� � ' �uF�ot.�c�ucurY o��r�En�a-��s re��°rh s��v'c ,� , ,� .!��t�v�t��c��sa��r�tE�uvgRK��o� �� ,st�a��tr��s��r�c� D ��nj-� ��te �P��Y� � 20�� 3.�e��o–is_o0 3 l��L� �'"� ��sex��,��q ,� �' � J x� �73�C��..r�' n , Pt 1A5p��c^J3�J@8 E�,`2t'„'"e9�'��`;?:;�°�+�C:."'��.�'�";.'�' �$�i.a�lP��f9Td B1�y��3E�t8 �"/ 6�s�tds��tory�'��q�, �:rrtrz„n�ar o�e��aer,�°es drtd f�und t� �U�. �`� 2�1G � �m�ur� �,�� eMs. - o ��i��s��i'�i �c3�tePa�.�E$�i�,fE? �., B� � TOWN OF�OU��LU . O£�ic��q�astdt��t�r��rr�g�,�ent --._� .�......�._ w, SALTAIRE WAY � �� - - - — - - - � ad�a nf n�vamonf � S 16°59'30"E i OO.QO' o" � � � � 427.15' � I � RiUN � � ' � I a � R=25.00' - "I � I 3 n �=39.27' � � � 2 .s�o'�j w � � 35 5' �J O z covered\� � Q ln 20 6� � `?n,s Porch 19' u� _.J � N G� 8 3' Cy !— � 261' N w i. I-21�� _ STY f'� ^V—?3 1— � ^DWEI.L M W I 55.0' � �ood landmg � ond steps . ' i . � W � � � O - - - � p - -- - - O � � � � ' Z , I . MON � MQN ch link ch link ge:N N 16`59'30"W 100.00' S z.,s �vT �rv��DCD � 'I � NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. 5-19-2016 FINAL SURVEY 1-28-2016 LUCAf�O FOUNDATION THE OFFSEfS (OR DIMENSIQNS) SFiOWN HEREON FROA1 THE STRUCTURES TO THE PROPERi1' UNES ARE FOR A SPECIFlC PURPOSE AND USE AND 7HEREFORE ARE NOT JOB No. 15-83 FILE No SALTAIRE ESTATES �iiu�Gcv iv GuiDC TriL E"r.£'iivii v� rc':C:3, FGVLilIHV �tTr��. FCVLS. fHTiV�. PLANTING AREAS, A�OITION TO BUILDIhGS OR ANY OTHER CONSTitUCT10N SURVEYED FOR IO�NNIS ZOUMAS UNAUiHORIZm ALTERHTION OR ADDfTION TO iHIS SURVEY IS A NOUTION OF SECTION LOT NUMBER 21 7209 OF T}iE NEV! YORK SfATE EDUCATION UW �AAD (JC CA�TaIR� �CT�TCC GUARATdTEES INDICATED HQ2QN SI1Al1 RUN ONLY TO 1HE PERSON FOR WHOA1 THE SURYEY �S PREPPf2ED, AND ON HIS BEIiALF TO THE TI1LE COMPANI', GOVERNMENTAL SITUATED AT MATTITUCK ACENCY AND LENDING INSifTUT10N I�SfED HEREON, AND TO THE PSSIGNE6 OF THE LENDING INSiiTU170N GUARANT'EES ARE NOT TWWSFQtABLE TO AB01710NAL INSTTTU110NS TOWN OF SOUTHOLD — SUFFOLK COUN�iY N.Y. OR SUBSEQUET7T OWNQ2S COPIES OF THIS SURVEY MAP NOT BEARING h1E LAND SUftVEYOR'S INKED SEAL OR SCALE �� = 4O' DATE 6-16-2015 EMBOSSED SEAL SIiALL NOT BE CONSIDERED TO BE A VNJO TRUE CAPY. FILED MAP No. 4682 DATE 8-3-1966 �`DTICICII nni�v T � ,," '�`'• "'" ��,��0� �E6�/ �,O I AX MNP f�io (REF ONLY) 1 ODU-1 UU—1-18 uISK 2U 15 5 '��3A,Ptl �� p ��' ��z� HAROLD F. TRANCHON JR. P.C. d d'�'nF�= � '�d> LF1(NU JU1=�Vt�Y OK �AY � � �01� r� � ��.:t, �� ;;::i- � ��='� 1866 WADING RIVER—MANOR RD. WADING RIVER, �� - � NEW YORK, 11792 ��:��z GOo t��L�Pr1 S�i3VICES °�,� �'°• o�� -� uc. No 048992 � ��4s x ��C��Y��1VlGT. HAROLD F. � ��' NN. LIC. No. 2115—E 631-929-4695 a �� Ap��J�� ,'��°�� - - DATE:�'�� B P ��p�3�� 3�� P�UMB�R CERTIFICATIO,N FEE�I �r� Q O��LEAD.CONTENT BEFORE ��Y��`�I�--- GERTIFICATE OF OCCI�PAN�Y NOTIl=Y BU1LDi��JG DEPART(��IENT q- T _ , 765-18p2 $p,,,� -;p y o SOLDER USED IN WATER FOLLO1PdING ►NSPkCTlONS; ��P �H� SUPPLYSYSTEM CANNOT '�. FOUfVDATION - T1V0 REQUIRED EX�EED 2/i-0 OF y%iEAD. FOR POUREf� CONCFiF7E 2. ROUGH - FR,4h�i(NG & E'�Ui1nBING J, ' '� - --- -M .y-,- ----'- 3• ��lSULA i ION DO NOT PROCEED WITH 4. F�n�A� - co�vSTRtJCTfON NiUST FRAMING UNTIL SURVEY eE co�P�FrE Fo� c o. OF FOUNDATION LOCATION ALL CON57R�CT(p�! Syp,LL MEET THC HAS B�EEN APPROVED. REQUIREi1JIENTS Oe=THE CODES QF NcUV YORK STATE, NOT ;;ESpONSIBLE FOR DESIGN OR cotvsiRucT►orv �RRORs. RETAIN STORM WATER RUNQFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, ��;=�i�� ?.��';�� 7L�. C�!��S OF ��1'�!`tJ;'r� ST,�,�;E,� � TOUVIV CODES ,'�S REC�U�RE��/- �'�-��D1�f�Ot��OF 7'RUSS 9'LqCqpp�NG F�EQUIREf� Sn '�'� 0'NN[�A � — -�� . �iC�4°�N PL4NNIN RD .��. y '�li i�u,,n•-• �.�J U,'s I' ITb I 'k m�.,�.�,..��d,.�m m'-'(S f�ti^ � � - ��'�4��. [�9�f�y1Vllt�r ll�+,r��'��a�f�t�F��t��e'��alc�G� ��'�� 'r�,;;�. , ' ��i,��;�:��`C�.�-�,�;�� I��or� �i��l:�il)1 i.,,R i��'��;+i�.i;N i�f1�-�T�iIG�[?r'S9:�PE�f��f�1'� that�t�c��lraii��c� �r��, In�t�il�d t��d�. PLUMBING ALL PLU�fBiNG WASTE a.,� �t��,n7GR L.l�ES I�!EED TESTING BEFORe CdVERING �ccu��n�� o� - ��E �S Uf�LA��U� �"��"��U3 C��G�� '�4 C�F ��C��' �=�.J � REScheek Software a/ersion 4.6.2 Cor�npliance Certificate Project proposed colonial Energy Code: 2010 New York Energy Conservation Location: SufFolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 GJazing Area_ 10'/0 Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Saltaireway. john zoumas� RohertHiggin� Mattittuck, NY Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com 0 0 �3�7�J� ,o• o Compliance: 8.0%Better Than Code Maximum UA: 448 Your UA: 412 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trede-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. Envelope Assemblies . . , . , Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,610 30.0 0.0 0.033 53 Wall 1:Wood Frame, 16" o.c. 2,696 13.0 0.0 0.082 197 Window 1:Wood Frame:Double Pane with Low-E 255 0340 87 Door 1:Solid 42 0.400 17 Ceiling 1: Flat Ceiling or Scissor Truss 1,490 30.0 0.0 0.035 52 Ceiling 2: Cathedral Ceiling 120 19.0 0.0 0.052 6 Compliance StatemenY: The proposed building design described here' onsistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed bui in has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version .6.2 an to c mply ' the mandatory requiremeryts list �n the Scheck Irtispection Checkli . � ` Na e it Signature Dat Project Title: proposed colonial Report date: 09/09/15 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders�NS Const(form zoumas)\saltaire Page 1 of 1 matt\energy saltaire matt.rck GENERAL FLASHING AND CAULKING NOTES: G E N E RAL N OTES PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS . . OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET N a i I i n q S c h ed u I e f o r La�e ra I a n d S h ea r ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BLIT NOT LIMITED VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 201Q BUILDING CODE OF NYS,2010-PLUMBING CODE,FIRE CODE,MECHANICA�CODE,FUEL GAS CODE, A5 PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAO COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND Co n n ecti o n req u i rem e nts EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLASHING IS LEAD COATED COPPER. PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. THE REFERENCE STANDARD UTILIZED;AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION GENERAL WALL BOARD NOTES BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 518"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHROOMS ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HC OR HIS AND 5/8"CEMENT BOARO IN ALL WET AREAS. CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO DESCRIPTION NUMBER OF NAIL SPACING 5ERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. COMMON NAILS IT IS THE SOLE RESPONSIBILIN OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VAIID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL'�NALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING TO STARTING ANY WORK. EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF ROOF FRAMING 518"APPROVED FIRE RATED GYPSUM WALL BOAF2D OVER ALL HEAT PRODUCING EQWIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL ALL HEAT PRODUCING EQUIPMENT. AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITEO TO,BUILDING PERMIT,HISTORIC DISTRICT RAFTER.TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL GENERAL STAIR NOTE CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-SD EACH JOIST THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ALL DE51GN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN ANDlOR DRAWN FORM. R31HOF THE RESIDENT AL CODE OF NEW YORK STATE.ORK STATE.AL�RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-16D EACH LAP PERMIT.) MAX.RISER-8" CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CaDE,MECHANICAI COQE AND FUEL GAS CODE OF NEW YORK STATE AND ALL MIN. TREAD 9"-W/O NOSE) W LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MIN. NOSE-314" COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-8D EACH TIE CONTRACTOR. MAX.NOSE-1114" „ U MAX.N05E RADIUS-9/16" BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. � GENERAL HANDRAIL AND GUARD NOTES RIM BOARD TO RAFTER(END NAILED) 2-i 6D EACH END ALL ELECTRICAL WORK SHA�L CONFOR�A TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE ANO ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING ALL DE51GN CONSTRUCTIaN AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND W JURISD�CTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER Q ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF ALL RAILS 36"ABOVE ADJACENT FIN�SH FLOOR. OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER RAFTERS TO RIDGc,VALLEY OR HIP(FACE NAILED) 3-i6D EACH FtAFTER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. /'f� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. V,/ GENERAL GLAZING NOTES >"� THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND WALL FRAMING 1 1 { � ♦/� DIMENSIONS UNLESS INDICATEd OTHERWISE. ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 W �,r � ��J MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER F1�OT (� Q � ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS RESIDENTIAL CODE OF NEW YORK STATE UN�ESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12. . �■s-- `� AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 aF THE 2010 RESIDENTIAL ICODE OF NEW YORK STATE. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE � , ; � ALL CONSTRUCTION SHALL gE LEVEL,pLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS GENERAL EMERGENCY ESCAPE AND RESCUE NOTE � �' STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER '� INDICATED OTHERWISE. R310.1 Emer enc esca e and rescue re uired.Basements with habitable s ace and eve slee in room shali have at least one o erable emer enc and rescue o enin Such o enin shall o en » W �../ � g Y p 4 P rY P 9 P 9 Y P 9� P 9 P HEADER TO HEADER(FACE NAILED) i6D 16 O.C. ALONG EDGES W THE ARCHITECT IS NOT RESPONSIB�E FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF I_IFE AND directly into a public street,public alley,yard or court.Where basements contain one or more:sleeping rooms,emergency egress and rescue openings shall be required in each sleeping room, rn OR OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM but shall not be required in adjoining areas ort the basement.Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches above tha TOP AND BOTTOM PLATE TO STUD 2-16D(max.wall ht;10') EACH STUD �✓♦ � O PROPERTY F floor.Whera a door o enin havin a threshold below the ad'acent round elevation serves a�an emer enc esca e and rescue o enin and is rovided with a bulkhead enclosure,the bulkhead � THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR P 9 9 1 9 9 Y P P 9 P �� A , ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, enclosure shall comply with Section R310.3.The net clear opening dimensions required by thiis section shall be obtained by the normal operation of the emergency escape and rescue opening from TOP AND BOnOM PLATE TO STUD 3-16D iwall ht; 10'to 20') EACH STUD O � V the inside.Emergency escape and rescue openings with a finished sill height below the adjac�nt ground elevation shall be provided with a window well in accordance with Section F2310.2. � THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE Emergency escape and reswe openings shall open directly into a public way,or to a yard or court that opens to a public way. f'� BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER F�OT IJ� � � � ARCHITECT AND USER OF THESE DOCUIMENTS. GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES ALL CONSTRUCTION INCLUDING ALL HV,AC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET J � � ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS�S PER APPENDIX G OF THE OF END J015TS,FACE NAILED IN LAPPED AREA 8-16D AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE APPROVED PROTECTIVE BARRIERS AND APPROVED � Q � THE DESIGN OF ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. CONTINUOUS HEADER TO STUD(TOE NAILED) 4_gp O SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS AND HiS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE WALL SHEATHING ATTACHN@ENT REQUIREMENTS n (n � � RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALI.HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REqUiRED BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL LIGHT,VENTILATION AND HEATING NOTES BASED ON TABLE 3.11 OF THE 2001 EDITION CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge �i. V♦ ALL SYSTEMS SHALL BE DESIGNED AN[7 CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Maximum Naii spacing for 8d common nails BUILT UP CORNER STUDS 16d 24"ON CENTER GENERAL EXCAVATION AND BACKFILLING NOTES PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDIENTIAL CODE OF NEW YORK STATE. BUILT UP GIRDERS AND BEAMS, PRE-FAB CHIMNEYS ANQ VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. 2-INCH LUMBER LAYERS �sd ** E EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH 3- second gust wind speed @ 120(MPH) STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN � ASSUMED DESIGN BEARING CAPACITY OF ONE TON PER SQUARE FOOT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING *�NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP C O C rn � 't CAPACITY OF THE SOILS ENCOUNTEREp BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE NOTE:SAFETY GLAZING STRUCTURAI.SHEATHING 5tud At panel At intermediate AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH � � � 0 � a CONTRACTOR SHALL NOT START THE WORK WHERE TEST INDICA7E SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INS7RUCTIONS FROM THE ( ) 9 edges edges in field END AND AT EACH SPLICE .a � '� +-� SEE NOTE A Spacin � -� � •— a� SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCILOSING BATHTUBS AND SHOWERS � N �..: C U � � C ARCHITECT. WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STA,NDING SURFACE AND DRAIN INLET. „ „ c � � .� � Q- � '� NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING A5 REQUIRED TO PREVENT DAMAGE TO THE INTERIOR ZONE 16"o.C. 6 12 O a? N �.. N �� WALLS.NO BACKFILL SH A L L B E P E R M I T T E D W I T H I N A M I N I M U M O F T W O W E E K S A F T E R P O U R i N G.T H E C O N T R A C TOF2 SHALL BE RESPONSIBLE FOR ALL DAMAGE Tc�ALL SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS NNITHIN 36 INCHES HORIZONTALLY � U � Z O = � �C o F W A L K I N G S U R F A C E o R W I T H I N s o I N C H E s H O R I 2 o N T A L L Y o F T H E B O T T O M T R E�,D o F s T AiRWAY IN ANY DIRECTION FLOOR FRAMING .c � a � � s � 4-FOOT EDGE ZONE 16"o.c. 6" 6" � � "� � CONCRETE WORK. A N D W H E N E X P O S E D S U R F A C E O F G L A S S I S L E S S T H A N 6 0 I N C H E S A B O V E T H E N O S E O F T H E T R E A D U ` .� � �,� � �y LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. ALL DRAINAGE SHALL CG"iJFORM TO RCNYS SECTION R401 OR WALKING SURFAGE. JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST y._. O � N O � ,C � THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET. SHEAR WALLS 16"o.C. 3" 6" "— �«- p�j ; � � BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END V � � � � •N � .�` (B C N '� .r ,C � +=� • � � (n — � C ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. ROOF SHEATHING ATTACHMENT REQUIREMENTS NOTE A: BLOCKING TO JQISTS(TOE NAILED) 2-SD EACH END N � c0 � c E O co REMOVE ALL SHRUBS,T{2EES AND PLAPVTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER BASED ON TABLE 3.10 OF THE 2001 WFCM EDITION wall sheathing within 4-feet of the corners, the 4 foot perimeter BLOCKING TO SIIL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK F"' � �= U � O �' ALL LOCAL BUILDING REQUIREM�NTS. edge zone attachment requirements shall be used. IN AREAS LIKELY TO FiAVE EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKpWN SOIL CHARACTERISTICS,THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE Maximum Nail spacing for 8d Deformed or 8d common nails A SOIL TEST RO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE MADE BY AN APPROVED AGENCY USING APPROVED METHODS. LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST for exterior panel siding, galvanized 10d box nails may be substituted rn Q for the common nails JOIST oN LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST v, 3 - second gust Wind Speed @ 120 (MPH) BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST W � � GENERAL CONCRETE NOTES: ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL BE CAST-IN-PLACE AND HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 300�PSI @ 28 bAY TEST. 24. Windows in buildings located in Wood-Bome debris regions (areas within- � hurricane prone regions within 1 mile of the coastal high water BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT O EXCEPT EXPOSED SLAgs:GARAGE SL�,BS AND CONCRETE STEPS�STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL SHEATHING LOCATION Spacing At panel Rt intermediate line were the basic wind speed is 110 miles per hour or greater BE PERMITTED To BE ADDED To THE M IX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF�THE (SEE NOTE A) edges edges in field flr 120 miles per hour as per figure R301.2(4)of the New York State W � � Q NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL CONCRETE VOLUME. Residential Building Code shall meet the requirements of the large SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. ALL CONCRETE SHALL BE FORMED AN[�PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AN�ASTM 1157. INTERIOR ZONE 12"o.c. 6° 12" Missle test ASTM E 1996 and the ASTM E 1886 � Q O r ALL STEEL CONCRETE REINFORCEMEN'T SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. �6"O.C. 6" �Z" �/ ALL FOOTINGs SHALL BEAR ON VIRGIN, UNQISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. refefenced therein. ALL FOOTINGS SHALL BE A MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL TO 2 HORIZONTAL (values are nominal design 3-second gust wind speed in miles per hour) DESCRIPTION NUMBER OF NAIL SPACING � �-+— � L Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capaciry PERIMETER EDGE ZONE 12"O.C. 6" 6" COMMON NAILS w W W ^ shall be determined by a soils investigation. (RCNYS R401.1) 16" O.C. 6° 6" A. EXCEPTION: Z U� � Wood Structural panels with a minimum of thickness of 7/16 inch DECK CONSTRUCTION U W � GENERAL GARAGE NOTES: FaSten6rS fOt'r'3S(�Ilc']It SI1111gIeS SIIaII (�8 galVr�tlIZeCI OI' StaI11IeSS St2@I, and a maximum span of 8 feet shall be permitted for opening 3-10D THREADED NAILS OR (f� � (Y� v ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND aluminum or copper roofing nails, minimum 12 gage shank with a protection. Panels shall be precut to cover the glazed openings DECK RIM JOIST TO END JOIST 3 #10 x 3"WOOD SCREWS EACH JOIST OPENING PROTECTfVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF minimum 318�� inch diameter head. the fasteners shall penetrate w�th attachment hardware provided in the table below. WOOD DECKING TO TOP OF RIM JOIST �Od THREADED NAILS�6"o.c. EACH JOIST THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. LBbel 311 pallelS atld StOre Itl a CI@2f1 dl')/8�ea Of the hOUSP.. #10 WOOD SCREWS 6"o.c. through the roof sheathting and comply with ASTM F 1667 Attachments shall be provided in accordance with the table , SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. POST TO BEAM 2-1/2"OR 5/8' DIA THRU-BOLTSNIIASHERS AT EACH POST All asphalt shingles shall have self-seal strips or be interlocking, as follows: GENERAL SMOKE AND CARBON MONOXIDE ALARM: a11d COCYI(7I�/WItII ASTM D ZZ�J OI"ASTM D 3462 B. Fastener Schedule for wood plywood panels '�' PROVIDE SMOKE ALARM SYSTEMS A5 PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL � � EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SIEEPING AREAS,IMMEDIATELY OUTSIDE OF For normal applications, asphalt shingles shall be secured to roof TABLE R301.2.�.Z ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD N EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. F— with not less than six fasteners per strip. PROVIDE AN APPROVED AND LISTED CIARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Fastener Panel Span Panel Span Panel Span ALL STRUCTURAL HANGERS,ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED W � Type Less than or less than or less than or OR STAINLESS STEEL. m Q GENERA�FRAnnirv�NOTEs: NOTE A: For roof and wall sheathing within 4-feet of the perimeter equal to 4 feet equal to 6 feet equal to 8' � edge of the roof, include on each side of the roof peak, ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH w uWi W BASE DESIGN VALUE FOR VISUALLY Gf�ADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. the 4-fOOt erimeter ed e zone attachment re uirements IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. a > Q 4-1/2"#6 Wood 16 inches 12 inches 9 inches W E=1.6,MIN Fb=1000 p g �W � �U ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: SIl'c3II (�E; USeCI. SC�@W Of 10d on center on center on center �_ �� a,j ALL FASTENERS SHALL BE HOT DIPF'ED GAIVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. NaiIS DECK FOOTINGS CLOSER THAN 5 0 TO AN EXISTING EXTERIOR HOUSE WALL MUST BEAR b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES AT THE SAME ELEVATION AS THE FOOTING OF THE EXISTING HOUSE FOUNDA�TION. c.) ALL STRUCTURAL CONNECTORS,i.�.siMPsoN sTRo►v�-T�E oR usP sHA��BE HOT o►PPED Ga�vArvizE�aR sTA�tv�EsS sTEE�. CUT ENDS OF POSTS SHALL BE FIELD TREATED WITH AN APPROVED PRESERVATIVE SUCH � NOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. FLOOR SHEATHING ATTACHMENT REQUIREI�EI�TS 4-1/2"#8 WOod 16 inches 16 inches 12 It1CheS ALL BTRESS GRADE FRAMING MATERI/kL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SGreWS on center on center on center AS COPPER NAPHTHENATE � Shall be attached with a minimum of Sd common nails spaced at a minimum of 6-inches on center on � h ALL MANUFACTURED FRAMING MATER6ALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN pe�el @dgeS and 12-IflChes Otl Ce11te�Ifl pallel fleld. a.This table is based on 130 mph wind speeds and a 33-foot mean roof height. CEILING SHEATHING ATTACHMENT REQUIREIVlENTS v STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE � 5d cooler nails spaced 7" on edge and 10" in field MANUFACTURE. b.Fasteners shall be installed at opposing ends of the wood structural panel. � ALL PLYWOOD SHALI BE EXTERIOR GI�ADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED Fasteners shall be located a minimum of 1 inch from the edge of the panel. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PERPENDICULAR TO THE FRAMING.ALIL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE.INSTALI ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER � ' � c.Fasteners shall be long enough to penetrate through the exterior wall covering ALL PLYWOOD JOINTS MINIMUM 32"WHIERE POSSIBLE. �� and a minimum of 11/4 inches into wood wall framing and a minimum of 1-1/4 inches SUBJECT TO DAMAGE FROM � DOUBLE FRAME ALL OPENINGS UNLES�NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. into concrete block or concrete,and into steel framing a minimum of 3 exposed threads. WIND SIESMIC � � N GROUND FROST ICE SHIELD Fasteners shall be located a minimum of 21/2 inches from the edge of concrete block SNOW �"'' � � t SPEED DESIGN LINE PROVIDE BRACING AT ALL FLOORS AS IPER MANUFACTURERS SPECIFICATIONS. � � or concrete. UNDERLAYMENT FLOOD � � LOAD {MPH) CATAGORY WEATHERING DEPTH TERMITE REQUIRED HAZARD � p.a � d.Where screws are attached to masonry or masonry/stucco,they shall be attached MODERATE '� � � PROVIDE SOLID BLOCKING TO FOUNDA�TION AND GI R D ERS U N D E R A L L C O N C E N T R A T E D L O A D S A S R E Q U I R E D. �I 2�� s truc tura l p lywoo d g g p ty usin vibration-resistant anchors havin a minimum ultimate withdrawal ca aci of 2 0 L B S 1 2 0 B S E V E R E 3'-0" TO HEAVY Y E S N O rT•� y � PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS U N L ESS O T H E R W I S E N O T E D. P r 7 t 1 G I, A tt a c h e d t o 490 pounds. � F-+-a � � � S O L I D F I R E B L O C K I N G O V E R A L L C O N C E A L E D F L O O R S A N D C E I L I N G S O V E R A L L B E A R I N G W A L L S A N D G I R D E R S. F C'a l l l e I l l c'3 C C O t'C I a I l C 6 T A B L E R 3 0 1.2(1)R e s i d e n t i a l C o d e o f N E W Y O R K S T A T E [�I � Q; � � � PROVIDE APPROVED HOT DIPPED GALWANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FQR THEIR with Table R301.2.1.2 DESIGN LOAD INFORMATION F�I � � M � SIZE AND USE UNLESS NOTED OTHERV'VISE. ReSICI@IItIa) COCIB Of WOOD HEADER SCHEDULE � A. G r o u n d S n o w L o a d: 2 0 p s f W .d � o REFER TO NAILING SCHEDULE PROVIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE NYS NOMINAL LUMBER SIZE; SPANS: B. Ro oms o th er than sl e e Itl LL - 4 0 S f, D L - 1 0 S f � � �~ �� AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS, p g' p p � � � N � A L L F R A M I N G E X P O S E D T O W E A T H E R A N D/O R I N C O N T R A C T W I T H C O N C R E T E,M A S a N R Y,S T O N E O R I N G R O U N D S H A L L B E A P P R O V E D T R E A T E D F O R T Y Y E A R M A T E R I A L. (2)2X6 UP TO 3'-0" C. Sleeping Rooms: LL = 30psf, DL = 10psf O � r..., �,., ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. D. R o o f, n o c e i l i ng l o a d: L L - 2 0 p s f, D L - 1 5 p s f •�j �j � ,"� � � WINDOW UNIT . tz)zxs s�-o^To s�-o° E. Roof with cathedral Ceiling: LL = 20 psf, DL = 15 psf � FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTI�N SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO O �'`�,��,� � V BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. (2)2X10 6'-0"TO 8'-0" F. Exterior Balconies: LL = 60 psf, �",�4' '.�t,,l'�.,`� ALL ENGINEERED LUMBER AND FLITCH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER'S SPECIFICATIONS. G. DBCI(S: LL = 40 psf ��' � � �` �'�' (2)2X12 8'-0"TO 10'-0" d,,*J ,�, H. Guardrails and Handrails: LL = 200 sf �� '�yN, �``��'�� U AL EMBER WHICH IT SUPPORTS - �p ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCT R M p �f�`��, � , � ° POSTS SHALL BE 4X4(NOMINAL) I. Guardrail balusters and panel fillers: LL - 50 psf �� ' '��", �`'"",� � � ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS ANQ TOP OF CONCRETE FOUNDATION. �. Attic without Storage: LL - 10 psf, p s ,1,},� ;-�/,+ � � DL = 10 sf �� "'� ��'" �NOTE:ALL SIZES CALI.ED OUT ON ANY OF � ��.-��:- NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITfED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. P LYWOO D STO R M PAN E L !'S H U TTE R11 D ETAI L THE FOLLOWING DRAWINGS WILL K. Attic with storage: L� = 20 psf, DL = 10 psf �� ''' �4,. ,� SUPERCEDE THIS SCHEDULE. L. Stairs; Minimum concetrated load on stair treads ��' �i 7�i�� G�� ' *NOTE:USE(3)2x HEADERS AT ALL 2x6 (on area of 4 square inches) is 300 pounds �� '�.��-"� � NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) EXTERIORWALLS � Refer to NYS code R301.5 for all Live Load foot notes TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD TOP OF PLATE Applicant shall provide engineered wood placard Simpson on or adjacent to electrical meter box for field inspection. H2A Stud To Rafter Residential structures with Truss type construction, Connector Pre-Engineered Wood Construction And/or Timber Construction Sim son A23 An le WALL TO WALL STRAPPING& for new dwelling and /or any addition, alteration p g TOP PLATE STRAPPING TO RAFTER a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 eeach side of Header d _ SEE SEPARATE DETAILS THIS PAGE shall be affixed on or adjacent to any electric box attached to the w/4-16D nails each end � , exterior of the structure for field inspection Typical Metal Strapping WINDOW HDR at Openings 5/8"fd THREADED ROD @ HDU5; �'— 6" DIAMETER �� Horizontally attached � � �� plywood sheathing „ shall have Solid Blocking Simpson A23 Angle � @ all Plywood Joints each side of window sill - - ' � �^�� REFLECTIVE WHITE REFLECTNE RED � • ``�, Simpson A23 Angle WOOD JOISTS @ 16"OC TOP OF SUBFLOaR_ _ PANTONE M1E7 ' ,� �,�.� each side of window sill TOP OF PLATE _ _ 8d NAILS @ 3" Sd NAILS @ 6" ��" �' Minimum number of Jack W ` � Studs as per WFCM table 3.22F. O.C.EDGES IN PLYWOOD IN FIELD IN PLYWOOD r , �� _ ?� , � Full Height stud requirements for v �"�it� �� X, �� headers and window sills as per � 1 , ��T�� WFCM table 3.23.0 and 3.23.� 2"PLYWOOD SHEATHING EXTERIOR •` W �� i H 1"GYPSUM BOARD INTERIOR Q � �' ''� � o l d o w n s i n a c c o r d a n c e w i t h FACE; 2 � �� a �� W F C M manua l. Provi de a t a l l — � fr` i � .�' - � 2x4 STUDS 16"o.c. �'n , � �� a: ; � � R, Building corners C�I SOLID BLOCKING o ** v i � ! I e— � WALL SHEATHING FOR EXTERIOR � ♦^ • ��:•--�-� �-' �_ �..,� Nailing as per schedule, WFCM and �': � @ PLYWOOD JOINTS LL TRIPLE STUD SHEARWALLS SHALL BE CONTINUOUS � ,/� V J � details this page Q FROM gOnOM�PLATE TO THE UPPER � � � r w TOP PLATE,WITH ALL PANEL EDGES Q� , ,��2�� RIM JOIST OVER FRAMING.BLOCKING SHALL BE .� ` � a PROVIDED BETWEEN BAYS AT ALL The construction type �`"~°��_, `� STROKE � PLYWOOD SEAMS ATTACHEMENTS O � � degi��,ae�a�sn�u we a -�-�-�x�-- Sill Strapping See details on '' SHALL BE IN ACCORDANCE WITH � ♦ ♦ � "1'+�"11"�ulll"�NIV"or"V" thlS page. WFCM MANUAL AND DWG-1 NOTES. � v to Indlcate the construction I w � � /�� U% \�r% classif(catlon of the SIMPSON HOLDOWN HDU8 _TOP OF FOUNDATION �� structure unaer DESIGNATION FOR STRUCTURAL Q � � section 602 of the BCNYS COMPOIslEMTS THAT AFtE OF " - - � �� TRUSS TYPE CONSTRUCTION � � � � TYP FQUNDATIQN/51LL CONST. O � � ., � «F'� FLOOR FRAMIN6,INCLUDING � ��''�� GlRDERSANDBEAMS TYPICAL ELEVATION (� � • SHEAR WAL�LENGTH '~' � � � ��RM ROOFFRANIIN6 WA,LL TO HEADER STRAPPING OUNDATIVONSTR � Q �� SEE DETAILS TH15 PAGE SEE PLANS � V J � � «F�� FIOOR AND ROOF FRAMING NO SCALE TYPICAL SHEAR WALL DETAIL STANDAROS ASJD CODE5 NOT TO SCALE � N � C O � � � `C — RIDGE STRAPPING � � � o t6 N 1 1/4"x 24" 20 GAGE STRAP GALVANIZED `' Q > > 4-Corner studs o � +.: c � � '� �' AT SHEARWALL SEGMENT ..�--�--"'' � � V .� � Q. � '— WITH (5)8d COMMON NAILS IN EACH END. PRovioE souo B�ocKitv� connected to �-�---,3_2X � o � �n � cn a-� NOTE: RIDGE STRAPS ARE NOT REQUIRED z � AT ALL CORNER SEAMS transfer shear � � � Z o •� � �c WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 o � Z TYPICAL BOTH DIRECTIONS � � Framing members � � o. � � ,� � A R E L O C A T E D I N T H E U P P E R T H I R D O F T H E A T T I C r'_ 2X6 MCA SILL � Ioad o � � �, a o '~ � SPACE AND ATTACHED WITH 4-8d COMMON NAILS GROUND CONTACT W AT SHEARWALL SEGMENT � � � a? o` � c�n ,o y=' c 3 IN EACH END � a� 8d COMMON NAILS 6"oc IN FIELD � -C � "-' �U �+`� � � � 2-16d Nails � o � � o c � .v_, � �, • ao Sd COMMON NAILS 3"oc ON EDGES • TYP CONC.FND.WAL ¢ " � �0 ` � � '� � C � :.r � T Y P I C A L B O T H D I R E C T I O N S �d G O.C. � ,� � � N ._ � c SIMPSON LTS 12 @ � SEE SHEAR WALL DETAIL THIS PAGE � � TYP. HDU5 HOLDOVh/N s »� � t� � � � � EACH CRIPPLE OVER TYPICAL CORNER ¢ � � � � Q c � � o s CONSTRUCTION = ALTERNATE w/ 14-SDS 1/4�� X 2-��2�� Screws ALL HEADERS z SEE DETAIL ABOVE O OF HAOLDOWN @ ONE STORY WALLS o � (5)8d �, TYP,ANCHOR BOLT CORNER STUD � CONNECTED TO TRANSFER SHEAR (5� 8d 2016d COMMON NAILS � � Simpson 5/8" threaded rod 6 oc ERTICAL (5}8d MIN(3)2x CORNER STUDS �.�� COU ler-nut and SSTB anchor p , bolt thru-box and inbed SIMPSON H2A HURRICANE TYPICAL HOLDOWN (5)$d 2X STUDS @ 16°o.c. I SEE FOUNDATION PLAN into concrete foundation. @ FOR MooE�No. and framing. Refer to manuf. TIE CONNECTOR 16" O.C., , �2�Mwc EACH ROOF RAFTER TO �5� 8d � Specifications TOP PLATE AND STUD �5� 8d a'-o" SHA ALSG •. 1-1/4" X 20 GA. GALV. STRAP WITH (5)8d ' Preservative-treated NOTE: PROVIDE CONTINUOUS GALV. COMMON NAILS IN EACH END barrier required for ,� LOAD PATH FROM ROOF ASSEMBLY �5�8d STRAPS AT 16"O.C. (EACH STUD). � TO FOUNDATION. ALL CONNECTORS SIMPSON LSTA 21 STRAPS connectors in contact Q � with treated wood � WITH (10)$d COMMON NAt�s. PLAN - AT CORNER HOLDOWN & SHEARWALL 6; z SHALL BE BY SIMPSON STRONG TIE STRAP EACH END OF ALL EXTERIOR WALL TO WALL CONNECTION SIMPSON HDU CORNER HOLDOWN OR APPROVED EQUAL. HEADERS OVER 4'-0" �oNG. SIMILAR @ 1ST AND 2ND FLOOR � NO SCALE ,(a� BOX FRAMING NTS � � {5)8d � � � ROOF TO WALL CONNECTION � J.}U U N � cn NO SCALE NOTE: 4-Corner studs ALL SIMPSON CONNECTOR AND STEEL STRAPS SHALL BE G185 AS PER ASTM A 653, GALVANIZED 4-Corner studs � ----a N � connected to �------3-2X OR HOT HOT DIPPED GALVANIZED AS PER ASTM A123. C011tl2CteC1 t0 tt'a11SfeC Sh@al' � transfer shear 1 � �' load � � � Framing members � - ALL STRAPS SHALL BE SIMPSON OR EQUAL. z load � � � � ,n v NOTE: � 1 � TYP. HDU5 HOLDOWN 2-16d Nails� c "' N � 2-16d Nails � � W/ SIMPSON SSTB �� , TYP. HDU8 HOLDOWN = � PROVIDE CONTINUO�S LOAD PATH FROM ROOF ASSEMBLY a� 6 O.C. „ „ ti TO FOUNDATIdN. ALL CONNECTIONS SHALL HAVE SIMPSON @ 6"o.c. � ANCHOR BOLT � � w/ 20-SDS 1/4 x 2-1/2 Screws ,� r— "STRONG TIE" �ONNECTORS OR APPROVED EQUAL. STEEL ��$d � � � � @ 2 STORY WALLS W l� � � STRAPS SHALL CONFORM WITH ASTM A653 GRADE 33, Simpson 518" SSTB anchor !r n- z EXCEPT WHEN IN CONTACT WITH CONCRETE, STAINLESS STEEL bolt thru-box and inbed � STRAPS SHALL BE USED. � v � ALL FRAMING AND SHEATHING NAILS SHALL BE HOT DIPPED into concrete foundation. —' W V L r— and framin Refer to manuf. � �-- Q � � G A L V A N I Z E D (U.O.N.). A S T M A 1 5 3 g• � M (5)8d Specifications � —' c � M ANCHOR BOLTs: Simpson 7/8" threaded rod � � �� REFER TO FOUNDATION PLAN _,,,�.--� coupler-nut and SSTB anch�or m � _ ;� N 1-/4" X 20 GRGE bolt thru-box and inbed (� � � �– STRAP WITH (5) Sd NAILS into concrete foundation. � G� � .�'�,, � G 185 GALVANIZED AS • PER ASTM A653 OR EQUAL 811d it'a1111t1g. R@f81't0 111211U$. Holdowns are re uired at Preservative-treated 2 2xs nnCA q . barrier re uired for Specifications �.-•f�-�...� O { � each end of a perforated a �.��z�- �C`,q* connectors in contact .. ,��w� .,<,�� :�y.,' A �ROUND coNTACT shear wall. When full height ��`�� . ' Preservative-treated f.''��, � '>'' . 3 �"��,, �'� � shearwall segments meet at with treated wood barrier re ;��. � a corner. A single holdown • quired for �¢� ��`� �f!,, _��; � * � WALL TO FOUNDATION CONNECTION shall be permitted to be connectors in contact �� '-��=r: ,�,�� used to resist overturning with treated wood ��; �=�� . ,� SCALE: NTS forces in both directions ��.��. o,�o1Q �o��''� y� when the walls are fastened NPICAL SIMPSON HDU5 HOLDOWNS ON CONCRETE SIMPSON HDU CORNER HOLDOWN ��y��y�N,;%`r as-per detail this page. FOUNDATION WALL. NTS f�a. BOX FRAMING NTS � fasten sheathing to header with 8d common or galvanized box nails in 3" grid pattern as shown and 3" o.c. in all framing 24��M,vc MIN. 1/2�� w000 ( studs, sills & blocking ) TYP STRUCTURAL PANEL CONTINUOUS HEADER OVER FRAMING FASTEN sHEATHIN� To WITH 8d NAILS AT 3° SEE DETAILS 20 a metal stra HEADER WITH 8d COMMON DOUBLE 2 X 4'S � O.C. 2 ROWS ON EACH A B & C g p OR GALVANIZED BOX NAILS OR 4X POSTS SIDE OF VERTICAL LEG THIS PAGE w/ 7 8d nails in . . IN 3" GRID PATTERN AS SHOWN OF PORTAL FRAME each end TYP. ' . ' • , 1/2" WOOD STRUCTURAL ' • ' • PANEL WITH 8d NAILS 3" O.C. ' ' ' ' ' • • • , . . . . . . . ' • , ' . ' (2 ROWS ON EACH SID� OF � • • • • � : : : • fasten to late W ' • • V RTICAL SEGMENT ON ' . ' , THE PORTAL FRAME HOLDOWN P P r , ' (2) 2 X STUDS 20 ga metal strap to header with two � See plan for with 14-8d nails rows of 16D sinker � size OR use � TREATED SILL PLATE SEEMPNANS nails @ 3�� O.C. TYP � (SHEATHING- solid post FRONT SIDE) 20 GA STRAP M : W/7 8d NAILS PLATE WASHER HEIGHT • �6�� min one story Q IN EACH END �p� 24 min. for use — For a panel splice ANCHOR BOLT �12�� THICK WOOD in the first of panel edges shall be � CONTINUOUS two story structures b (.1.� �' � (n STRUCTURAL locked and occur N � � PANEL within 24" of mid- L•L Q SHEAATHING height. one roW of � � � Typ. Sheathing to � DETAI L A DETAI L B D ETAI L C framing nailing is W W � � SIMPSON HD8 required. If 2x4 � � � � BACK SIDE EACH SIDE OF blocking is used, Q — � N GARAGE DOOR OPENINGS the 2x4's must be � � SEE DETAILS DWG 2&3 Typ. Anchor Bolt nailed together � � � AND WFCM MANUAL Q � �_ with 3-16d sinkers � � � EN � nP.EXTERIORWALL D PORTAL CENTER PORTAL END PORTAL (L � � ---� - CONSTRUCTION.REMOVE SIDING AT LEDGER � (�OMPOSITE RAILING PRIOR TO INSTALLATION SYSTEM,VINYL RAILING , � TOPANDBOTTOMRAIL WALL PANEL DETAILS BETWEEN AND COLUMN COVER AND SIN�IPSON ABU66 BRACKET � ALLTHRESHOLDCAREFULLY � � �� FOIRPTPOST GARAGE DOOR OPENINGS AND AT EACH CORNERS � COLUMN CAP.MEET RCNYS 6"x6"TREATED FLASHED&CAULKED TO i i FOR CODE POST O F T H E GARAG E. L "'^� COMPOSITE aR � Z-iJ2"GALVINIZED � 0 � � � � Z PREVENT PRESSURE TREATED � � CAIRRIAGE BOLTS NTS � *-' '�= c t0 � � WATER INTRUSION WOOD DECKIN X 6 TREATED POSTS GRADE 1�z�°x�2"LONG STEEL � � � � -�' � N L A G B O L T E D T a J O I S T �., .�.. �+-• U •— t A CONTINUOUS FLASHING EXTENDED AS PER MANUFACTURES ANICHOR BOLT p tr� .� C v N ca C PAST JOIST HANGER SPECIFICATIONS. Z p N 'N .,.. � � 2 x JOISTS I � 1/2"DIA.GALV BOLTS W! � -#�4 REBAR(OPTIONAL) u� V •—••— C � � � O � L Z O " � Y GALV.DECK HANGER LOCK WASHERS. 12�"CONCRETE PIER 36"DEEP � .� a � � c� o •. 2x RIM JOIST " " HOLDOWNS HOLDOWNS �' � � �� FOOTING-24°X 2a X 1 z 2- 16D NAILS 6" oc *= � � `� � � o ATTACHED PER CODE • � � HDU i ` ,N � _,O � ?�, z � �x � � . Q 2X P.T.LEDGER;ONE SIZE GREATER SIMPSON H2.5 AT � � O � � � � � (B C � "� +`-� ,C N :.r O0� � THAN JOISTAND NO GREATER EACH JOIST 3-CORNER STUDS � �' � � — � C �=in ' ' ` ,; • THAN THE DEPTH OF BAND JOIST _�'�� , � � ,� V � � O � ''�o e� .• •g ATTACH TO BAND J�IST WITH P.T. POST TO CONC. PIER & FOOTING CONNECTED TO � t— �' a c � c� o v- � . � � iiz��DIA.LAG SCREWS AT 16°oc o SIMPSON BC CONNECTION (cx). COVERED� PORCH NTS TRANSFER SHEAR . �' ; ' t i p o f l a g s c r e w s h a l l f u l l y e x t e n d b e y o n d "-� P O S T G I R D E R L O A D �� ' • ' • the inside face of the band joist. CONNECTOR . . �o .. � SIMPSON ABU Installed in a�ccordance MAXIMUM OVERHANG with Simpson Specifications J TREATED SILL PLATE(S) SHALL BE JOIST SPAN/4 � TYPICAL HOLDOWN PLAN TYPICAL HOLDOWN PLAN �( DECK AND RAILING DETAIL DETAIL (a� GARAGE N.T.S. DETAIL BETWEEN GARAGE I�— DOOR CORNERS DOOR OPENINGS N.T.S. W LEDGER BOARD A�1'TACHMENT TO BAND JOIST NTS � NTS Q 1-1/4" x 20 � Galvanized Strap with (5)-8d common nails � at each stud, wrap under sill = and nail to back of each sill. 4 Ft Perimeter (' Typcial Nailer Strap may be attached OVER a°Xa°CONTINUOUS Zone Panel Field '—' 2x Nailer with 1/2" 18g boltS c the plywood OR directly to LATERAL BRACE AT 6�o.�. Nailing-See Nailing � at 24��on Center. � Studs. , TRUSS OR CEILING JOIST 4" o.c. Schedule Dwg-1 Simpson LPT4 connector to N 2-1od NAILS GABLE END Nail spacing Each Rafter. �' Block solid ' between 10-Sd NAI `� E 12" on flat joists ' O Q simpson H2.5 @ each _ �I 5d COOLER NAILS AT 10•o.�. ' Less than Look Out Blocks 6' � each joists— �� 2"x4"BLOCK NAILED TO EACH jK joist to girder 2X StUd BRACE WITH 4-10d NAILS or Equal � � � SIMPSON H2A at WaI) GYPSUMBOARD t0 �2�� d Porch Calumn or 5d cooLER NAILs AT 7�o.c. � � W , Post-see lans each cantilevered _ � } � P 20 GAGE 5TRAP joist. 5-8d x 1-��2�� 10-8d NAILS ~ � 2x6 ledger nailed to 1-1/4"x 20 gage nails each end & Rake Overhang Limits Lookout Blocks � � U framing and Toe nail � Galvanized Strap 2 nails in Plates. END WALL STUDS NTS � � � Ceiling Joists with 3-8d I through column. nail to nails top header and bottom ' girder. CANTILEVER FOOR - WALL CEILING BRACE (c� END WALL � DECKING I with (5)-8d cc�mmon naits STRAPPING NTS � N.T.S. s 1 TYPICAL ( � FLOOR SYSTEM , ,_ � � ti simpson H2.5 � ,� r— ` each '*'� � joist to girder floor and ceiling JOISTS W �--- � ENDWAL or TJI'S � U � Z � . A � „ S i m p s o n B C S P o s t C a p ,a Q W � Deck Joist Ledge „ or Equal at each post t,� see detail this page ;; �-s- � a > M 4x4 or 6x6 POST C � M SEE Foundation Plan ENDWAL O B L O C K I N G a t 4 8" o n c e n t e r W � �� 12"dia. concrete Simpson ABU44 or ABU66 V m � _ .�—� n1 pier, 36" below Galvanized grade min. post to Concrete � SECTION A - A O O >� M connector wl 1/2" p � � � > � anchor bolt. BLOCKING �, y.��`� ';P`�^i TYPICAL � �� :y,� o �� WFCM 2001 3.3.5&3,5,5 f�..- �,�� 't;,� � � AT 48 O.C. � BLOCKING AND CONNECTIONS SHALL BE PROVIbED,AT PANEL EDGES �`.�' •?''' U;: � � PERPENDICULAR TO ROOF FRAMING MEMBERS AND FLOOR �° �0�� - �c1' �` � TYPICAL STRAPPING FOR ROOF OVER WOOD PORCH CONSTRUCTION FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE Q��,w�.�},`{ ,, SECTION A-A SPACED AT A MAXIMUM OF 4 FEET ON CENTER AS PER THIS DETAIL. ��, �,;�;;f ,�I�- � � ��:r'�':�u. � OEtAIL �OR STR�4PPINC� PURPOSES ON�Y, REFER TO WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF 15 USED TO BRACE � ��+-nY� PL.ANS FOR ACTUQL. CONSTRUCTION MATERIALS AND 1�IMENSIONS. THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. `�n �, � �+-�•, �1,n,r�� .o��J�� END WALL BLOCKING DETAIL °�� NTS R602.8 Fireblocking required. Fireblocking shaii be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations. 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet. 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R311.2.2. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level,with an approved materiat to resist the free passage of flame and products of combustion. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. � 6. Fireblocking of cornices of a two-family dwelling is required at the lin�e of '-------- A `-------- B � � � �dwelling unit separation. ; ; � ' W � � � � � � � � �� ' , VJ � � � � ` � � � ` �^ ' ' r C/) , , Z , � ' ' C� aC � 55'-0" � Q � � � � � 25'-6" ; 2'-2" 7'-4" 2'-2" 1�'-10" � � W W � � � � � '�'�- — - — - — -�,^ „�.Typ Deck ; 5'-0" v J � � O ; � � Footing : O _ � N , � � � � I I � ^ '� '� � ,•-�--------------------�-,� � Il (_ I""� � . � � O t � T ' ,� a D o . . . d p �d . D o �o ��, � � i N ' •' •---- ....--- ..... � 4 •� ' 24X16 SLIDER d �.......................•---........_...-----._N �..._....-----�-----------+'• v.��• ,�� a ,�.------- - ----- ....--�T-------..... .....--------• � Q \ v O - v D v , � ♦ w v v � O j �• ' �• O d � p d � p• �d G p d ' v• d p d ' �'• � p d ` ♦• ,�e o• �d D d o° �d 1 o D d � ' �d ` � � � � � ...... ----------------------�--. . d • ... .......----�--�-�----•.......� . � . . � � � � �� •.....................""-r-"'-`----... --- ---. � , `� � ...}... . � - � � V i � N i i � � � p 2 I i ; � : o i M a - � � � � � � � � � � i � � � � � . . e— J I i � . � �j � D a � � I (� � � � . � � a � J � V i � i U � �' • . ' 'd 1 4 1 (n > 0 � � 1 Q � o ' a 4 � � ; ; � J I ` TYPICAL INT.FOOTING/COL r. ' - ....... ,• � � o �, a ; _ �o � , �° 24�X2��X,2"THICK BASEMENT ; � ; � ; � o �' � _ � • U.� , � i1� � � CAST-IN-PLACE CONCRETE �� . � N »�_� '� C �p � Q � ' � � I FOOTI�IG&4"DIA STEEL i-- _ 4 Concrete Slab � ' � - � � � � �, � � CV O _ � . _ , � �- O � � � � COLUII$N � U� � � � � a � �i � +�.. � +-' (�'j •- � � e�-� . (v 'd I Cfl � � � O � ; � � urnace ; � ; � N O � .� � � � � � � c- ('� i e- � i i n � Cfl � o � V .� �L O '� �Y • � � � o � 53-8 p � o �' �-----• p � .�c a� a � � .� � C� a ^ � a 1 '�'' .LF-+ Q � � � � � � i a � '-� LL i v � � v _J � v i LL i n ' � � ` � � _ � � � � � 13-4 N � 10-0 10-0 10-0 � � 10-4 ; � ;--- -• �=. o � �' � � • o � � : 5-1/2" x 14" LVL ~ --- --- `� � � ; �' io � � ; � � � •�' � � N �' � , � i � � � � i � � � , � t n f0 .0 'O .►+ � ° �..... ....."' ..................i"' � � � ' O � � N � '2-O N yt�0 N v C .E O N , �y .�..... ........ ..................�..■ r ; i N � i � f— � �.C V � O �' � o � • � � '7 � � '7 t � - � ; ~ ' � � � � v � N --- --- , � � � � � �� i a i L� � � _ � � � � � W M M � a � � � i ° i � Zv co ; , ": �--- ---, = ' -- -- = - ---. �3) 1-3/4"x11-7/8" LVL � � P ' -i M r 1 � i i � 1 . . ry � �--- ---+ � N ' (n �- � I I � i 1 1 1 1 , ' ' � � , � (.� i � "� �..'.."..'....�j".J... ..�..}'.".'•. � .. I . ..i..."....""'...'....�..' .�..... ........ " ....r �� ' � � p � � ln � � d- ,� � O � ' ' .�. ' -T......---... .. ..�..�• ��........-."` .... ....� �X� I� � � •.r � i � ..r ...............1....�.. ..�..�........ . .�. .�. .■ ° . � 1 � ` � � � � 1 I � � � � a � � I 1 � 1 1 I I I 1 I ' � v � a •--- -- •-------� ' N � � . . � . � -' ---- - -------� � � � V , ....�..ee , � , � , ' D ' O i � i � � ■ � � _ == ==_==_ � ' i : : a : � _ � 2x4 Frarpe Around the ' ; c� ` �— I esseea�■ 1 �a � ; � � - 'o � � Staircas� From Floor =, _ =s......; -v a-;v---a-v------o a--v--.a.v�..---v---v- -v --v ° ; o0 � ° � � i i ( �, to Ceilin�. Treated u�I � ' ........: �° .--------------------------- 4 ' ' c� � ---- �� _ -. � � d� a : � o � � � shoe an� sheet-Rock —� —� --�-_x_ , ° � -- � -------..... .------- : � � o , �o � : °r-° � � I � Inside Wall Minimum. �I � � _�� °O ; ° ; � � cv ao � o Attach railings to Wall.J � _ � � � � � 'a : � � o � � , � � � � . � e-, � � ~ I Il � ° 'n � � , � i � � : � � � � `- � _ '� � �( \ � - - - -� '� � Handrail � � ; 'N ,.n �ir' � • � �,° ; " � � ; �� ' X � � per RR314 � . '. . r � ° � � � ( � � � �I � � ' � e � � 34��-.38�� r � a,4 � N N 0 � ' � ~ M � � �— � c�1 t�? � , � • . M F-- S q ; a ; � r- r ; �� ' ''> ; Above Nosing ; ; , ; a� O � p0 � � ' ^ I � i NI N ' --" '-'S ° ; � � � �� Z .. � � � i ~ i � � � � � � I W � m � � � � � � � � m Q � I 4 0 z> ' � , .L. ' I � � � � � , �z X N � w �! � . ; OUP � . � � � . TYPICAL DECK FOOTING ' ° �----- ------ -------------------- . -`fl------------�--------------,--• S ; � � UNEXCAVATED ; _ � a :F- � 3 ~ W � � � . a �� _ _ �. v 4 �a •� - . � 4 va•^ . o v 4 �a •� . . � 4 n •� � I � � � N � U W . . . a . ` > •". . ' . . ' -,. ' ° � 4" poured concrete slab � � � � = a� c w 8" round concrete poured pier . --------=-------------------------- --------------------�------�-.... � ; co ; '� ; with 6x6 10/10 WWM � � � �� N � � � � � � � n ..... _ � � a � � N ' > �'"_' footings to virgin soil, 4 -ACQ I TYP.DECK NAILER � ; • � I , o , ; ; ° 4 ;a, O o • � � � . . , on compacted � � -o ost, Galv Post anchor- ; ' ; ° •-----..---.' ......... � � ; ; ° ;w ~ �-� � p v N . P o < � granular fill. Pitch slab , � o .E- > � _ � � . • u) �- p � o � - • . a . See details on drawing-1 p � ' ' _ •� ° ° c � __; ,o° � '/"/ft to garage doors. � � o � "' "' r' � � •• •••• TYP.DECK NAILER � ' ' for strapping and uplift I c� = � ' , , � � � � � connections. ;:. � o � ; � ° � ; � • : �, � � , ; , ; , . . . o . � Mechanical S stems I x cr� 2-2x8 treat d deck irder � � ,° � , „ ; ; ° : N y TYPICAL FOUNDATION � "' p --y-, � � 19-3 , • . _ � � � � � � � � ; ' „ � � , '�� r. Inaccordancewithcha ter4of � - � _ -' _ —�_ �. J __ _ _ _ �_ 1 _ _ _ _ _ _ � a � � � � a � The Mechanical System shall be p _ _ _ _ L � � _ _ _ _ , �-_.,_, _ _ _ _ _ � o � drop top of concrete , � . � s r- installed in accordance with Chapters New York State Code. 8" Poured :_ ___, �___ti_; = :_____; � v � as required for garage � � � � � � 12-2 4 o f t he Resi dentia l Co de o f New Yor k C o n c r e t e W a l l o n 1 6" x 8" P o u r e d � � � � o � doors -- � ; D ; � �"'� n- }- C o n c r e t e w a l l f o o t i n g, 2-2 x 6 A C Q �, y p. C o v e r e d� � � , � � ; � ; (� � Z ; � a �---------------- ------------- ----------------------• , • VENTING OF EQUIPMENT sill plates, Sill seal, Copper Termite Shield. Porch Ftg , , ,e o , W , .. � . � V i r— All foundation walls to extend ' INSTALLINCOMPLIANCE � :----------------------------------�.................... � �Q � Lf� --------• > M W/PART V MECHANICAL to virgin soil and be full height walls � � � — or step footings 1 V - 2H per code. ; ; � = N � � Electrical Note: ; 20'-2" 5'-6" 9'-7" � 5'-6" W U � �N ALL ELECTRICAL EQUIPMENT � � 'C O AND WIRING SHALL BE INSTALLED TYPICAL COVERED PORCH FOOTING � � o � _ � � IN ACCORDANCE WITH CHAPTERS " " � � � �� _ �� 24 x 24 Poured Pier Footing to , , „ � Q o �''� 33-42 OF THE RCNYS „ 26-1 /z $-3/2 2� '7 , l,n � (Q virgin soil, 6 Treated post , Plumbinq Note: -See details on drawing-1-3 for ; 55'-0" � � ALL PLUMBING SYSTEMS SHALL BE strapping and uplift connections. � � �,.--' ��,,,� INSTALLED IN ACCORDANCE WITH � � f` �� a� �'1� CHAPTERS 25-32 OF THE RCNYS TYPICAL ANCHOR BOLT 1/2" @ 23" on center- minimum ; ; + ��' ~ � �°`'��'�� „ „ „ FOU N DATI ON PLAN � , �� CONCRETE FOUNDATION embedment of 7 with 3 x 3 square washer. ; ; �� DAMPPROOFING Hold 12" off corners and hold 4" to 12" off A � �,,�;;:�� ASPERCODE each end of each sill plate, SCALE: 1 /4�� _ � �-�� `-------- '" �, �'y � � .� i ------- :,� Y� :: �� . `i '� yT\ �r�a�o �Q�.� '�o�n��t ,r-4 stud carner Pre-Fab/ Factory Built Fireplaces in accordance with NYS code cahpter 10, factory-built fireplace inserts shall be UL listed and labeled and shall be Simpson HDU5 installed in accordance with the conditions of the listing. Factory-Built with 14-�impson fireplaces shall be tested in accordance with UL 127. Hearths shall be installed in SDS 1/4"x2-112" accordance with the listing of the Fireplace & in accordance with NYS code � wood screws section R1003.9 Hearths & Hearth extension. All Firepaces shall be equipped with an exterior air supply. Exterior air ducts shall be UL listed. Factory Built Chimneys Threaded Rod with Nuts shall be in accordance with NYS code chapter 18 (chimneys & vents). Finger Tight plus 1/2 turn with a wrench ATypcial floor system '_-____- B .-------- A B � ; -------- .-------- � . Simpson HDU5 � � 55'-0" ; ; � ' ' , with 14-Simpson � ; ; � �� ' 25'-6" � 11'-8" 17'-10" � � SDS 1/4 x2-1/2 ; � ; wood screws � ; ; � ; � � � ; � ■ SIMPSON HDU5 � Simpson Hold downs � � ' TYPICAL TIE DOWN ; FLOOR TO FLOOR HDU5 @ 1 story walls � � U � TIE ANCHORS WITH Or HDU8 @ 2-story walls. ; � , BETWEEN 1ST & 2ND FLOOR � Z ; � 14 SDS 1/4 x 2-1/2" Anchors and attachments in � � � nts � WOOD SCREWS-SEE accordance with manufacturer. � � W � ; DETAIL THIS PAGE See Dwg -2-3 for details ; _ _ __ __ _ ; , , Wood deck with , � � � � 41'-2" ; ; ----------------- 36" high wood rail ; �—�1 , ; Simpson Hold downs ; and steps to grade � �J � � 35'-0" � 6�_2�� HDU8 @ 2 story walls Framer to verify centerline af wi�dow � (closed risers) ; W >-- � � , Or HDU8 2-sto walls. � � @ � over sink with kitchen layout plan ; n/ � � ; ; Anchors and attachments in provided by Owner or builder. � � �L � 3046-2 ' accordance with manufacturer. ; ��D��O �?-L� ; TYPICAL � � 3046-2 2442 � P"1 � � ' See Dwg -2-3 for details _ � �J d' � HDU8 1.-� r , � - - - M - - - � - - - - - - - - - - - - - - - - - - -- - -, - - - T - - - - - � TW28310 ; ��' ' W V � —rt M , TW3046 , TW3046 HOLDOWN W TYP.HUD5 � ; ' � � - - - - - - - - - - - - � , o � � � 3-1/2" 11-7/8" LVL Flush � , �J � � FLOOIR TO ' , , � � � � U _ � N i a � a � u ' I � u � N r-,---i � Ho��owNs � 13-1 � -6 13-1 � 5-10'/z \o� �-- � �� o � � � � _ 3'/Z" � - 0 5'/" � - 0 3/Z�� I - 6'-0" � 40-7 : ' � � � � � i � CD U � � Cfl U i��n 3��a _ � e- i � � � =N ; �� ° =N ; ca�� Z o � � � ; KITCHEN FAMILY ; ' � OJ � �o BEDROOM #3� L `- cfl �' `- � ° ' -�' ' I ' � � � O o ' \ ; � N � e� 2�-�� M � � � � ; �o RO O M ; � ` � � � � � � � � `� �� °C� _ `� Bedroom #2 ; � �� N MAST�R ; ` ; o 0 0 � � � � � ; a�o U U � ; oo U U � � aAT�,,,� WALK-IN � � _ o U� lieted Wood Burn(n � ' � 0 0 �1 C D I � X � X i X � x C L O S E T .� � N � P r e F a b F f r e�l d c e, � � I � O L �� N N N � N N N � �N � , \ a glase doore and , v� � � � � N � I � _ � _ � � � � � I�-learth extenslon � ,0 � � � '7 � u ' CO O � I O �' � � 00 ~ aa per NYS Code � � I � � � °'t- �- - - -5—� - — - � O - `-- - - — -2x10_Ridge_ ' -- � u, u � � �- � o � _ � -�— - � � � OD U U ~— ' n - — - -� � — N � � N � p � � e�- C � '� O � X oXO X � _ _ �3t3:'X22' &0� � 2-8 � v , ' ' c o c rn c `C � 2�-$�� I O � � r" � � � N :r+ t= C (0 N N N N I � �min;P,�tfic � � i�` 2'-4 i � O V ' 2�-6�� (V pr i � i ~ 2�-�� ,�p ` -� � � �. N ,ace�ss � � � ' \ � � � � I �— i � I � .�+ ;.+ +-' C.� � I = - -= � � ( ` I � 00 (fl � 2�-O�� SMOK� S, � � � M C C (�j O t` �. � �� : ; � , \, HaLLQ o N r' � ; I � / � , a�.4RM � , � � .°?:N � � a'.Q o � o 2x10 Rid e r � I � � � � � g N ; , �.�o �� , ` T° ° ; � 2x10 Ridge co �, n \ � � oo � ALARM co � � c N � � -� o ��$° `� (V N t0 � L ' � - �_ - _� — d' � � — — — — — — — ' M � � \ � ` � � � � � O ++ _ _ � _ Q � � 3 tA O w-- � � � 12 LVL 'c� `r' cV _ r- -c o'v -* Z � M 5,_�„ r I , � � � � c� M N 1r -� cv (2) 1-3/4"x 9-1/2" LVL ,� Z � � � � � ".-. ° ,� `� c � I /; O , DOWN � � � � � � - - — - - ; - — - FLUSH � 5�_�,� � � @ ac' a� � .� 'c � � � �" , rn� � Unfinished 2nd Floor I I � -_=_ - � ' �' � �' ' � � � t n � n � n - N � .��,, (6 V C � O (0 o � c� � o� Guardrail x � � � _ o o/ ; . c� U U � Storage Only � � 2- $-� ' -� � � � o FL- � a 5 c°� c�o o � � 7fl o I .,�, �, ; ' � X � MASTER c, ; _DQ1N111_ �•, N D ; ' r' N�� ; I --------- N N � I BEDROOM � o ' = � 2'-1' 5'-1" 6 5 o'z' - �1� I � � v r- ; -- cfl � �i _1 � n o 0 00 � � � � � ; �' _ ' � � smoke alarm � _ � ; `V � �._- OPEN �-6 � N � N / � � I �� ' , - � � • I ; � � � � 10'-0" tray I � � ; N � TO ; � � �� - � � --------- � � -- � 0o U U � �- � a c� � � � clg ht � r- �n � , � � N � � � �- _ � �� ' � I _ � I � ABOVE -- � � ,� � � I N N �' � - . , � o DINING o � ' � 19-8 N � X � � /� BEDROOM #4 � � � ' � 1 � � I I / � � ` ' I � --- - - . , , ' � � �- e� --------- I / I ' � � � � � " RO�M � � ' 3/ Hourfire rate � � below �, � , N , c•, � door assembl with 2 x 8 Rafters 16" oc I o a� � � ,�+� � � I �- �-- Y � � � 2x8 Clg Jsts �a 16"oc � �-4-'`�� 'a I ' �o'�o � � o � I self-closure, w/s and � � ' ' ; � I � ; insulated. ; � , 2x4 C.T. @ h 6" oc I /�t�� }- .� , � , � � o , N - - - - - - - � � -------- � � NiP.HuaS I � � 2 x 8 Rafter 16" oc � X I � � � o / 13'-6'/" �3' " �' 12'-0" ; g�_�� UP � � , FL100R TO 12'-0" ; ' I ,� N � �� N � 0 3�/Z� ,2x10 CEILING JOISTS (a� '�6" o.� N FL(OOR I 2x8 Clg Jsts @ 16"oc ' � H01LDOWNS � 2x4 C.T. @ 16" oc I � � I � (2) 1-3/4"x 9-1/2" LVL � � � � , . � N � GARAGE � � _ y _ _ L _ _ I ' ; �� Provide 5/8" Fire Rated Gypsum � o � � TW2 8 52 W2852 , , I ( ; r i.o 3052-3 � � _ N wallboard on walls and ceiling of � N � _ N � I , , N T Y P I C A L M � M � g a r a g e a s p e r c o d e s e c t i o n s � � p � TYP.HUD5 � I H D U 5 R702.1 and 805.1. Were garage � � Z } � �� + � FLOOR TO I � - _ -- abuts dwelling-use 5/8"fire rated ' m v1 op 3-5'/Z 5-8 , 3-2 � - - - 1 - - - - � , ' � HOLDOWN - ' _.v�calUwacd oa�arage side_and .�__ Q p z FLOOR � W , - ._ ----------------- ---• , TW2852 � HOLDOWNS 2 x 8 Rafters � (c� 16" oc � _ 0 ; ; Y"fire rated wallboard on ; ;; ; w w 2 , ' � ' i�- - _ ' opposite side in accordance� ;; ; � Q � Q � � � 2x4 C.T. ' � 16" oc � �. o � � . �• � with code section R702.3. ; ;; ; w w � ; � I � � �— � � t , Insulate walls common with; ;; ; N cU � � � ' ' heated areas. ' '� � � � I � � � � � �; � � � , , ,� , � ' � , � � �, � ' I � ' I $" � .e..a.,----- � , ,, , ' � ' ---------- � � �� ; � I � � permacast � -- '------ � � I � � ; ' '� � — � � � � - - - - - - - - - - ' -� - - - - - - - - - � columns ' � - x2 � �� ' '� � � � _ ' � ' ' � N ' � � S�-O�� I-IDUB I-IO�DOIUN 1 S�-O�� g � � TYPICAL � TYPICAL ;� ' � BETWEEN GARA�� DOOR ; � HDU5 OP�NINC�S S�E I�JWCs 2 t 3 HDUS � ,.c �- 12'-3'/Z' ' 8'-7" 20'-3'/z" � ; HOLDOWN Derai�s ; HOLDOWN � � c0 , 7'-03/" 10'-23/." 5'-8" ; 3'-2" 8'-3'/z' 5'-6" 9'-7" � 5'-6" � ~ 0- �-- ' � � U � 41'-2" � � ; a cn Z � � 34'-5" � 20'-7"; W � ,= � � � ; � � 55'-0" ; F- �' Q > M � � , I� _ � � M � � , , , , , � W .� �o0 ' � U � RIPLE STUD � � m � � N � i , , O � � ' � A 2ND FLOOR PLAN ; B �/HOLDOWN ; ; o M � •-------- � A � B - t� Q �n S c� � , /� i� _ � �� 9-1 PLATE HEIGHT WINDOWS, FWH, FWG DOORS AS FOLLOWS; � �� .-------- •-------- S C A L E. � /`t — � -0 7�'P.HDU HOLDOWIN F1.00R PLAN VIEW P l a n s i n d i c a t e A N D E R S E N s e r i e s 4 0 0 D H SEE ADDITONAL DETAILS ON DWG 2,3 1 ST F LOO R P LAN model numbers and shall be installed as per O �A�E A��A manufacturers specifications for 120 MPH Zone. NAIVIE �4REA SCALE: 1 /4" = 1 '-0" U evthe Plywood panels as detailed on ��' ��'`��,•�,, �� . � window and door First Floor A►rea 1615 sq ft. Drawing -1, OR use the ��r.`✓ ` j ''��'r ��;• Second Floor Area 765 sq ft. headers: 2-2x10 minimum O Smoke Detector High Impact resistant glass in all windows � � �� '�� ' '�� Second Floor Area 765 sq ft. � ��`�°��"`� * unless noted Carbon Monoxide Detector and exterior doors with glass. �;�� co Refer to DWG-1 General Notes °yy� ��+�`w��'�, r k5 '�-�'`�1 In Compliance with RCNYS R313 ��.`,r or� o /`��'��`' 'F��4�5` J�1 \,/ ;� �'^' �`�' � A. G�+`°�� O � �2 10 - - - - - - -- W i '2 v � � Z � � � W ; � � � — CI) �.,, - - - - - - - - W �' Cn - - - - - -- � Q � � o � � � _ ___ __ �___.__ ___ ___, __ w � t� � � � ! , _ _ tr� p� � p � 0 � � � o � �, � ; _ � � �. �- z - o -� �- = � Q � o _ _ _ _ _ _ __ � � � � � _ _ _ _ � � _ _ _ _ r�_ . �:. 1 _ �. _ . �,� , W_: � .� � � � � � � � � I I I I I I I = � � ' ' ' ' ' ' ' _ � � � � � � � , o � � � � LEFT ELEVATION , i � � , o � a � �, � ,� a� �. �c c � � REAR ELEVATION � � � , , , , , ► , � � � � o �, a � � � � � +� U • � � � � � � � � C C� ,O (0 Q � '_ L � � SCALE: 3/16" = 1 '-0" � � ' � , � � �' _ " °' `° _ � � � � � � SCALE: 3/16" = 1 '-0'� � � � , i � � i � � �o�� — � — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � - - - - � — � — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — J L — , � - - - - ,� � �- a�i � ��.�., o .«.. y Q � � � � — I - - - - - - - - - - - - - - - - - - -� - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - � � — � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - � — — +- — +- — — � � Q � (� O � C O .0 �*- � V .... .� ` � � C � .� fll ,�' td C � '� .�' C .Q C N t�6 (C3 V C .� O (0 I— � �.� U (0 O O' O i ♦ ♦ ♦ ♦ ♦ s� �� 12 �g ♦ �� ♦ Ll� O � ♦ - - — N W ♦ � 12 � F– 2 � Z � � � 10 w v� j.: ` � Q m � � Z ` w tii LL' � � 12 � ` � � W v W � � � o � � � o �o � � o a � _ _ _ _ � _ _ _ _ _ �, � N = ti i _ `� � W � � � o � �' a.. }- � � �� (.,) � z , � ,Q � . - � � �� --� W � � � ' � Q > M , . � � ~ — � M , ' �" � '� �" �� _ � �,� . wv � � � — - — ,�� ,` �� ` m N = � N Q LL � � � Q Ln � Cfl , . . _ ,� . � . . � . . _ _ � . �. . ,. a . _,.: .� , . . , . i � i i i i i i..�_ ��.,�.,�. __. � U RIGHT ELEVATION � � � � � � � � � �� I I I I I I I �' � � � � � � I � � ,,�c;��-� � �'n.`b�� ' ' °� , � , � , , , , , FRONT ELEVATION •` � {'�� ' � � 11 _ 1 11 I I I I L J �r�A '�°� ��' �'"�� ,r, , SCALE: 1 /4 — 1 -0 i i i i i i i i i i i i i . ,� _ �_ �� `i ;� ,` �,,, ,a SCALE. 1 /4 - 1 0 � � ,��.- -,�� , � � � � , � � , ,� ._ ; � � � � � �- . ,,:,_; � ��:,�� CI — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — �I — — — —' � — '� — - - — �' — — — — — — — — — — — — — � — � — — — � — �— — — �I � — � — — — — —I 1— — — — — — — — — — — — — — — — — — — — �'�.� 0j87'0 ��. +- + —i —i —► —+ — — — — — — — — — — — — — — — — — — — — — — — — `�,, �� ,��,! �'' ""�x;n��.;,P..��"`` TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles w/ fasteners as per NYS R905.2.6 Ice & Water barrier as per NYS code section R905. Underlayment conforming Ice and Water Shield consisting of to ASTM D 226, Type 1 2-layers of underlayment cemented (Note: Double underlayment is required together or of a self-adhering for Roof slopes between 2 on �12 and 4 on 12) Continuous Rid e Vent polymer modified bitumen sheet Framing As per plans with 1/2 exterior 9 � grade, span rated structural plywood Sheathing, shall extend from the eave's edge Nail to framing in accordance Ridge board to a point at least 24 inches inside with the fastener schedule and uplift the EXTERIOR wall line of the Building. Strapping details on Drawings -1-3 �2 TYPICAL SOFFIT CONSTRUCTION. �� 12" overhangs-typical W 6" Wood fascia & 6" Wood rake boards. 2x4 CT @ 16" oc Trim in aluminum or use "azek" or equal � metal drip edge, solid trim � Fully Vented Vinyl Soffits �..�..I TYPICAL EXTERIOR WALL Q ,�"�T�G 2 x 4 Doug-Fir Wood Studs @ 16" on center. Double top Plate and Single Sole Plate. r^ 1/2" exterior Grade - Span Rated v, � TOP OF PLATE Continuous Structural plywood Sheathing. w �' � (n � Fastened per schedule on drawings 1 3 � � � tyvec House Wrap or equal. ., � R-30 Batt _ Vinyl or Wood Siding. Q � �,/ insulation _ uplift Strapping installed in accordance with r , WFCM 2001 manual and details on drawings 1 - 3 W W v � ao �/J � O TYPICAL FLOOR CONSTRUCTION � Bedroom #3 Bedroom #4 3/4" Plywood Span Rated Subfloor, O — � N _�, Glued and Nailed in � Q � accordance with the fastener schedule. �- � � �� - _____ i, TOP SUBFLOOR Floor joists and Bridging as per NYS Code. � � � _ —- _