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29466-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30789 Date: 03/08/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 175 INLET DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 2 Lot 23 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 27, 2003 pursuant to which Building Permit No. 29466-Z dated JUNE 6, 2003 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH AND A NON-HABITABLE 2ND STORY AS APPLIED FOR. The certificate is issued to KENNETH J ALESSI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0073 10/18/04 ELECTRICAL CERTIFICATE NO. 84085H 08/31/04 PLUMBERS CERTIFICATION DATED 08/25/04 L&J PLUMBING & HEATING Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 7 14 200?? .. 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: t 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (che, ne) Location of Property: 1 J-11 & CQZ±, L+Lj House No. Stpeet Hamlet Owner or Owners of Property: evi A& S 1 Suffolk County Tax Map No 1000,Section �� Block_ 4�_2J Lot Subdivision Filed Map. Lot: e � Permit No. Date of Permit. Applicant: ) Health Dept. Approval: Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ Appli ant Signature Cv ��d1�-1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29466 Z Date JUNE 6, 2003 Permission is hereby granted to: KENNETH J & ANO ALESSI 222 TYLER AVENUE MILLIER PLACE,NY 11764 for CONSTRUCTION OF A 2 BEDROOM SINGLE FAMILY DWELLING WITH A NON- HABITABLE SECOND STORY AND ATTACHED TWO CAR GARAGE at premises located at 175 INLET DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0002 Lot No. 023 pursuant to application dated MAY 27, 2003 and approved by the Building Inspector to expire on DECEMBER 2004 . i Fee $ 935 . 70 Autho izenature ORIGINAL Rev. 5/8/02 f Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/31/2004 375 Dunton Avenue 84085H East Patchogue, New York 11772 (631)286-6642 Issued To: Ken Alessi Street: 175 Inlet Drive Village: Mattituck Zip: 11952 Town: Southold f Section: Block: Lot: Contractor: Lic. # Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑ Indoor ❑X Basement ❑ Hot Tub X❑ Residential ❑ Det.Garage 0 Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Iloilo... Switches Receptacles Fixtures GFI Heaters A/C Fans ? r ` 30 38 52 12 2 `` Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves � 1/20 1 20 1 30 1 20 1/20 r� Furnace Oil Gas Circulators Smoke Detector Bell Transformer =mss j Air x 5 1 _f•. Meter Amps Phase UG/OH Jacuzzi Television CO Detector "' 1 200 1 / X❑ 1/20 1 Bldg. Permit: Other Equipment a 1 200amp panel with main breaker _'r• e.. Hugo S. Surdi . President Rough Inspection: 01/13/2004 S Inspector: John McMahon III Final Inspection: 08/30/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. A-I LwJ Z'VU I HALL djiLL1`IV tjl 765 'J-)UL P.1 Town HAIL,53095 Mein Road � � Fax(631)765-9502 P.O. Box 1179 Tsiophona(6.1I)765.180� Southo:a, New Yo::: 11971.0959 BUIL.DINO DEPARTMENT TOWN OF SOUTHOLD CFRTIFIC,A,TION Date: Building Permit No. __ ! `-- z Owner: __. ��l Aj CE�,T�'- (Please print) Plumber: �- J- _?1 3 ),.1� -- (Pleuse print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (�1 ber ature Sworn to before me this day of _ _, 20() HELEN M. DEMPSEy Notary Public, State of NY Notary Public, ^,t!/1�Cowlty County of Suffolk Valid 0nti Jars D16, 2004 ARCHITECT, R6LC January 27, 2005 Town of Southhold Building Department 53095 Main Road Southold,NY 11971 Re: Alessi Residence 175 Inlet Drive,Mattituck Gentlemen: As requested, I am writing to formally sign-off the footings for the covered porch at the above- captioned project. Specifically, the footings were changed from 2'0" diameter extending down 3'-0"to 1'-0" diameter extending down approximately 8'-0"and complies with the requirements of the Residential Building Code of the State of New York. If you have any questions regarding this matter,please d DAP. :e to contact me. hn:L. A. � al yo� JLM jlm CAF. Cc: Ken Alessi PO Box 143, Oakdale, NY 11769 631-589-4959 • Fax: 631-589-4969 ' JUN - 3 2003 JITECT, June 2, 2003 Town of Southhold Building Department Attention: Damon Rallis 53095 Main Road Southold,NY 11971 Re: Alessi Residence SCTM# 1000-106-02-23 Dear Damon: As requested, I am writing to clarify that the garage door connecting the garage to the living space will be a fire rated self closing door in compliance with the code. Also, the following is a natural light and ventilation chart demonstrating compliance with the code: Room Name Room Area Natural Natural Natural Natural (sfl Light Area Light Ventilation Ventilation Required s Provided s Required s Provided s Livin 'tchen 482.55 38.6 56.68 19.3 28.34 Bedroom#1 233.16 18.65 37.46 9.33 18.73 Bedroom#2 192.00 15.36 16.56 7.68 8.28 Dining Room 200.00 16.001 30.24 8.00 1 15.12 r If you have any questions regarding this matter, please d ontact me. Cry E Mqh�TFCC F a er k- P OF NE JLM:jIm Cc: Ken Alessi PO Box 143, Oakdale, NY 11769 631-589-4959 - Fax: 631-589-4969 _ Fill FOUNDA'RON(2") IPA MAMA ! LIM ROUGHFRAMWG& -�% 1 191 ---- --- �- s 76S-1802 BUILDING DEPT. INSPECTON , [ ] FOUNDATION iST [ ROUGH PL G. [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 0000, J� XJ0 7- Gr/ DATE D'3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL cz- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Al�- DATE l � �3 �b l INSPECTOR ass-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION 7ST [ ] ROUG PLBG. [ ] FOUNDATION 2ND [ k440SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A4 DATE INSPECTOR - ass-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION � [ ] FRAMING [ ] FINAL I, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR ass-iso2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR rte` 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rFINAL ULATION [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A-i f-V DATE g12-5 124 INSPECTOR � �' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT ON [ ] FRAMING [X] FINAL �'� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIO REMARKS:- DATE . EMARKS:DATE � � /g- �� INSPECTOR.-' � " " M-lN2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL �jt,� [ ] FIREPLACE A CHIMNEY REMARKS: �� 0,J )x L F 4A-a l f ��f wl.�ti.lr�{ ���� VPr�V�f (•r 8nsc.�'j Awe DATE - d Y INSPECTOR r� 765.1802 BUILDING DEPT. INSPECT 04 [ ] FOUNDATION iST [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION MARKS. U DATE d INSPECTO ZS7 xv 40 BUILDING DE 111va TICON I FOUNDATION IST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING FINAL FIREPLACECHIMNEY REMARK �, / fes )&d4zowo' A�� X�aA i i I INSPECT spEc j I 765.1802 BUILDING DEPT. INSPECTI" N [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CA161-1��j L=Le� DATE 1 � O INSPECTOR � IIS 1i5-1802 BUILDING DEPT. INSPECTIO" [ ] FOUNDATION IST [ ROUGFI PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY REMARKS: -79/Z�zZY �rtE� J DATE INSPECFO/R ,,/Zf, , T6S.l802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r' DATE INSPECTOR ass-iao2 suaoiNa DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR yes-1eo2 suauINo DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE 14912J INSPECTOR r/ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. fes- Check Septic Form N.Y.S.D.E.C. Trustees Examined G ,20 3 Contact: Approved 20Mail to: Disapproved a/c 7on �i _ Q 6�(OExpiration 20 : .•moi r - . .. Building spector ;AY ; PPLICATION FOR BUILDING PERMIT D Date Z c� , 20y INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be 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. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing co e, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatur t applican Jr na3hr,if a corporation) q,TL -T lee_ AW �ln•((e� (Mailing address of applicant) `� 064 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ow Ae,- - �Q 0 Name of owner of premises (le V AAt� \�. S�t (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wo k will be done: 1 t X. M4-6( House Number Street Hamlet 01, County Tax Map No. 1000 Section /0160 Block 02— Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use d occup of proposed construction: ` a. Existing use and occupancy c . b. Intended use and occupancy �! l 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Re oval Demolition Other Work �7 (Description) 4. Estimated Cost_ Z S Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing s f any: Front Rear Depth Height Number Dimensions of s:::;7 with alterations or additions: Front r ~ ' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear ,D Depth Height Z Number of Stories I- 9. 9. Size of lot: Front /O ' Rear " r Depth /2-0 10. Date of Purchase Name of Former Owner vvt �CJIr 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises -e^ 5 ' Address 221 ( / 41-'( Phone No 6 / g3 - o 2 Name of Architect � �. < <r- Address 60 Phone No Name of Contractor Address Phone No. (ma f94- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO A/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 4/-d STATE OF NEW YORK) SS: COUNTY OF ) KiA'q-e—'� Abeing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the V "l�e (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. Sworn to before me this OLD day of � 20o,3 Notar Public Signature ot Applicant LINDA J.COOPER Notary Public,State of New York No.4E22563,Suffolk coun_ty-,n,� Tera E=xpires December 31, _ �' Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 05/20/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Alessi, Kenneth 222 Tyler Ave Miller Place, NY 11764 Clerk ID: BONNIED Internal ID:75258 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: ,�la'.y/03 APPLICANT: DATE SUBMITTED: _5- 4?l//03 SCTM# DISTRICT: 1,000, SECTION: 1CV6 , BLOCK: �, LOT:c2J SUBDIVISION: ewe rrrx�� ADDRESS: YE/ 4TL CITY: 4X ZONING DISTRICT: _CONFORMING? A_ BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/ C/0 Z- SINGLE & SEPARATE CERTIFICATION-REQUIRED yam_NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/1 REQ. LOT SIZE: ACT. LOT SIZE: Z2/ REQ. LOT COV. �pACT. LOT COV. REQ. FRONT ] —PROP. FRONT35-3i REQ SIDE yd ��--:: ACT. SIDE /b REQ. REAR � _PROP. REAR �< Q. HEIGHT v PRO IGHT PROJECT DESCRIPTION: el ESTIMATED PROJECT COST: /ENGINEER: _FAST TRACK iud WATER FRONT? /(GO DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCE: APPROVALS REQUIRED _ 2*—O2-60d SUFFOLK COUNTY HEALT DEPT: ES or NO, (BED #): DTE: /`J / PERMIT#: TOWN SEPTIC RECEIPT or N NEW YORK STATE DEC. PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE(SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE : YES NO NOTES: FEE STRUCTURE: FOUNDATION: '7 SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: jg _SF INIT OTHER TOTAL TOTAL: T SF FEE FEE go 2. SF)- M'o SF)= 6 /9 SF X $ ' _$ $ 3. (_SF)- ( _SF)= SFX FINAL TOTAL4: :�!� NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: �s� _-�, HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED S=CRPJIPTlVE) FULL FRAMING SIGN ELEMENTS: HEADERS: /N WALL STUDS: GIRDERS: CEILING JOIS /N FLOOR JOI S: OOF RAFTERS�ON LUMBER SPEC S AND GRADE Y DESIGN LOAD CALCULATIONS:&-)N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS&N EGRESS, LIGHT, ENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION / NAILING/CONSTRUCTION SCHEDULE: Y/N ✓/ MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRANION LOCATION OF FIRE PROTECTION EQUIPMEN� -oy TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS O/N b• S T4'PAL COMPLIENCE? Y/N(RETURN-TOTAGE ONE) � � \j 4&/a 1 ' SURVEYED FOR:- LOCATED AT LOT /.f(-3 MAP OF a., �'of /G 9t� SCALE 1'` 3►e . Z � Z 3 L 3 7 L c. 9 P I APNd h . z: I Grp ) �a. Q 1 6J �-1J vI f4F < ra E7 ?3 E7 RS4- r� 0 o V ` j7i i . 6 ' � Q � h Q•e �.si.,ref�' .13 O i t: U/ tn to tic t . I v. .,• SURVEYED 00Z BY a `�' a. C�i7r.T• i'��ie.�.Ms1%' /. .4Lt�csi 2 w l3! J ., CaMMv�i73/ , sT.�A� WILLIAM R. SIMMONS III, L.S.P.C. �✓.i�v.✓.v�T�✓ M..cr.�••cft C�c�- /2�i�o,�ccT.�l1dt��•�•G ' /Ts sd s .�i�.� ,vss C.,✓s D�.Q©X 34� E5,A .S x(631)581-1688 Fax: (631)581-1691 .' FILE NO./4'^�'� PAGE GRID e DRAWN BY SURVEYED FOR:- e4wA oelW /. ,4less/ LOCATED AT /�i�TTiTe.CiC, ./>'/� LOT /¢3 MAP OF ef�o�,r✓ ES�3.~(` /"/9-¢'JAof 'la 7t SCALE t D- /40404P �zsae vIfA� o e � (Z�B�►T�M MM03 �P 4 V\ 'gyp "4""�+/ /po 1>0 SURVEYED Nf,�,y /3, 2002 BY -' �LD C�JMvi✓� / '4w?,o-m-4 T amr. WILLIAM R. SIMMONS Ill, L.S.P.C. � - ��s/.wy`r►.� /r.l,.c,-.r,•ev�r G��- /hi�o,..cr.�/1'�/Gy�,�G c /rs -s .iww�►�'.4c ,./ss�,✓s �o.,Box X40 �./�aee�105.N�/i>Fio (631) 581-1688 Fax: (631)581-1691 FILE NO.14"-4-0 PAGE GRID � I DRAWN BY SUAVE FOR:- dr7W . ,.r►t�.ir.�r. �1 4o�O LOCATED AT / ./"AI, 3 yC, p5W J +4WP401• .tvff G. ` LOT /40$1 ' MAP SCALE 1 #�- tv2. X3 z 2= Zsc+v fit p , fJtiv�y ,� 3 • (2)B6;PT4VM '# J �f N s�nraro��j�9 ti► � 5��� r� 4,23 0 ,c./• 8� 'gyp �" /�✓ '�' ';i�►�,a,9t � SURA 1-000W 20 BY Co.`j,v�avr A"W** WiLt IAM R. VIS M014S ill, L.S.F.C. (631)581-1,898 Fax: (831)581-1691 FILE NO./ 4--a PAGE GRID • DRAWN 8Y SURVEYED FOR:- ,emo.. 4 iv /. BLESS/ LOCATED ATi T1JJ�t . ./.��• LOT / 3 / MAP OF ' � .�'i / Q��#. '"/ -,/C' s/r+► ► ►?� '' SCALE 1 *40wf OAP L3 qy� yz- 1 A"y ob r t I(/ , c 3157 lip ff- ! ; b + o Rpt!' Lc— .4W � � ry 6 •�a 'tea "0v 1f s►3 i SURVEYED 2002 BY ��✓v/Mr�,,ir / e. T G P. WiLL'AM R. SIMMONS III, L.S.P.C. ire' _Sacce�se�.s :,�y ,ress,�✓s � �?oX X4•,0 ,�-/���/f3,��//7f'�' 631) 561-1688 Fax: (631)581-1691 Air-o ICE NO./ PAGE GRID DRAWN BY - . V Table 11301.4 of the Code r 1. SCOPE OF WORK Minimum Uniforms Di Stairways �V Conswc[the new single family[esldnce shown herein, y square o Live Loads 1. Pursuant to R314.1 of the Code,the width of the exterior stairways shall not be less than 36 inches in clear width at 42 Foundation Materials (in piwnJe per square toot) 2. GENERAL TERMS&CONDD'IONS all points above the permitted handrail height and below the required headroom height. Handmils shall not project The"AIA A201-1997 General Conditions of the Contract for Construction"except where in direct conflict with the UBe Live Load more than 4.5 inches on either side of the stairway and the minimum clear width of the stairway at and below the a) Concrete requirements of the Town of Smithtown shall be included in this document. Exterior balconies 60 handrail height,including treads and landings,shall not be less than 31.5 inches where a handrail is installed on one the following T 101* Decks 4 side and 27 inches q�re a handrail is installed on both sides. 3. CODE ANALYSIS Passen er vehiPursuant to 11402 2 of the Code,concrete shall have a minimum compressive strength as showayt cle m es' 50' 2. Pursuant to 8314.2**doe Code,the maximum riser height shall be 8-I/4 inches and the mmimun,Vend depth shall table' Attics without stow 10 be9 inches The riser height shall be measured vertically between leading edges of adjacent treads. The tread depth Minimum Cont ressive Strtn h of Concrete CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA Attics with stain a 20 shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a Type or locations of concrete construction right angle to the tread's leading W Minimum Specified Compressive GROUND Wind Sehmdc aD&IEr]I'TO DAMAGE FROM Wm4r In Weld wnoJ Roams other than ale lrt rmOmS 40 g g ge. The walking surface of treads and landings Ilia$miln'ay shall be sloped no Sfren h°(f°) SNOW ;S�d Erpo.ua. Wma. Ddan pied- D=; vol.4,- h•md: SI in rooms 30 steeper than I unit vertical in 48 units horizontal (2%slope). The greatest riser height within any flight of stairs Basement walls,foundations and other concrete not 2,500' LOAD 40° greatest tread depth shall not exceed the smallest within es sed to the weather Cateraborne Gmegry lineTemp memStairs shall not exceed the smallest by more than 3/8 inch The Basement slabs and interior slabs on grade, except 2,500' debarsWdfherine acini' TemdY Deny quid 200 any Bight of stairs by more tan 3/8 inch.promauonGuardrails&handrails 3 Pursuant toR314.2.1 ofthe Code, Ore radius of curvature at the lead ng edge of the tread shall be no greater than aro a floor slabsviral 9/16inch. A nosin y ED AS NOTED asps na wn C Seven' 36" Moderato such-m v vas Note to Uniformly Distributed Live Load Table above g not less than'/.inch but m[more than 1-]/4 inches shall be provided an stairwa s with solid Basemen[walls,foundation walls,exterior walls risers. The greatest nosing projection shall not exceed the smallest eosin projection 3,000` m neo Maderal. a Elevatedgarage floors'shall be capable of sup(portin a 2,000 v P J by more than 3/8 inch between rand other vertical concrete work ex sed to weather B P e 7 g' pound load applied over a 20 square inch area. 2 stories, including the nosing at the level of boors and landings Beveling of nosing shall not exceed % inch Porches,carport slabs and steps exposed to 3,500 e `�� ° ]xung we nlan revi.w,m= 'urivdimlan m.n rat m mi. .n yr ran mile wen(= w= aridmmw e w b. No storage with roof slope not over 3 units ta i2 units. (date or o.Philo of me fmhwaa m awam,n l,nun. ) 3 try,m.th. Nmioaol Flood manse naaam c Individual stair trends shall be designed for rhe uniform! distributed live load or a 300 Briers&iron ro venaertical 1. sloped from the underside of the leading edge ofthe tread above at an angle not more than weather and ora a floor slabs FEE BV: p ry,all maybaem�of Gaoa hamrd eras).(b)the darn of ane evmm�y effiCive FIRM ma NDFM q' load acting war an ama of 4 square inches,wNnichever produces the greater stresses. PD°°d con«nValed load 30 degrees from vertical. Open risers are perwlted, provided that the opening between treads does not permit the Footnotes to accompany Minimiun S .Inca Com ressive Slre aur nadirs der mud idbymam,mnvn passage ofd 4 inch diameters here. Anusin rdepthPt p n P g's mol required whom the tread ns a minimum off l inches. The a. Al 28 d s s, gth of Concrete Table shown above LDING DEPARTMENT AT b 'llw Gan Inc acini may m)uin dewtr matin®torn mdiwmd in Pigm=Rom i(t)of the Residential Code of New Yurk atm.(hmvnrftm rtl'mrd m d A single concentrated load applied in any direaWon at any point along the lop, opening between ad' y P 76XM 8 AM TO 4 PM FOR THE pa g adjacent Vends is not limited on stairs with a total rise of 30 mefies or less b Concrete m these locations that may be subject w lieczmg and thawing during construction sRQLkGWINO INSPECTIONS: m ma ed=) Durb,g We pion tunas,m=juriadiaian abA FAI m the bort line mini steam wM the minimum dgdh of footing below fmi.n grrde if a Attics constructed with wood[mases shall be tll"igaed in aCwa[daaw with Section 11802.10.1 ofthe Code. ddrmad mail A. f See Section R502 2.1 of the Code for decks atuached to exterior walls. entrained in accordance with footnote c /ss mad tram Figure 00 1.2(5)afore Cade. Handrnila 1. d. 3 noted gam.d read Gamma boat.wind wol map Figura R3o1.2(4)ofine Code Purvuma to Table 1301.2.13 equivalmd Portae mile wild am d h c. Concrete shall be air-entrained Total air content(percent le FOUNDATION - TWO REQUIRED Percent or more than 7 percent (P° by volume of concrete shall not be IesF�pip�RED CONCRETE momph e. Aa rrad Soothe wnmmingpmWb,laymrp Figive R3a13(3)ofine Code � Table:R301.5 of the Code 1. Pursuant to R.315.1, handrails shall be provided on at least one side of each stairway with two or more risers. d. See Section R402 2 of the Code for mrwmum Cement content. 2. ROUGH - FRAMING i PLUMBING L rte rr.dG m.dory probability map Figme 001.2M ofm.C.d . Minimum Roof Live Loadls in Pounds-Force Per Square Handrail height, measured above stair tread casings,shall be not less than 34 inches and not more than 38 Inches, & INSULATION g N mad fromthetemim mfdmmnlpmb=hsity tar Fi Foot of Horizontal Pro.ection required handrails shall be Continuous the full length of the stairs from a point directy above tine top nwr of a The maximum weight of fly ash,other pozzolans, sill"fume or shag that is included for concrete 4' - CONSTRUCTION MUBT p gum operom6)ofine Code. flifl, rias E FOR C.O. ll mndnd bawd.NI int.;"Winter Ikrign Dry Bulb Tempahve" gh point directly above the lowest riser of the fli t. Ends shall be returned or shall terminate in newt posts garage floor slabs, and for exteriar porches,C"n sighs Rod steps Unit Wray be expand to doicin Pon oaerpoci6ab•eh n.omrdmn �s«nm,-Oat 2.1 a. In Square Feet ForAnyStructural or safety terminals. Flandrails adjacent to a wall anal! have a spa« of not less than 1-1/2 orches between the well shall not exceed the percentages of the total Wei UCTION SMALL MEET THE I. DmmNnd bard i an ddnitiml ofwmd�bomc debris and handrail, weight of the wouppitim e, materials. Material.Yard Member 2 Pursuant to 8315,2 of the Code, all r concrete and testing thereof shat Comply with the applicable standards Ihsled in ACI 318. Ina ENMMOT RESPODESOF FOR Root Seo ° 0 to 200 201 to 600 O ell 600 required handrails shrill be of one of the following types or provide equivalent Cements permitted by ACI 318,Cement complying with ASTM C1157 is permitted.( OR CONSTRUCTION ERRORS Over grasuant to Wind Lauding Calculations Flat or rise less than 4 inches r foot(1:3) 20 16 12 Type 1. Handrails with circular cross section shall have an outside diamater of at least 1-1/4 inches and not b) Reinforcing steel berm shall be grade 40(f y of 40,000psi) deformed billet Pursuant to 8301.2.1 I of the Code, Southern Building Code Congress International Standard for Hurricane Rise 4 inches per foot(1:3)to leas than 12 inches 16 14 12 greater then 2 inches. If handrail is not circular it shall have a steel conforming to ASTM A6I5 of Resistant Residential Constr utam limboater referred to As SBCCI used for analysis. foot L i) perimeter dimension of at least 4 inches and the size specified on the design drawings. not greater than 6.1/4 bodies with A maximum°mss section dimension of 2-1/4 inches c) Welded wire fabric shall be smooth cold-drawn wire conforming to ASTM A185 with wire spaciaq yid r Rise l2 inches r root 1;1 dna ter 12 12 12 • Type H. Handraib with 4 O"iMC ell greater than 6.1/4 bwl=shall provide gruspable fin li VAPO(W ITH ALL CODES OF From Sector 303.2.3 and Table 303.2.3 of SBCCI, the maximum anchor bolts car is 4'•0"o.c. A minimum of 1 � siders of the ptvflle .fin r ger recess grca on both sizes as specified on the design drawings. g pager recess shall boo with a distancia of ti mil=s measumd vernally form the d) Anchor bolts shall be 5/8 inch diameter properly sized for a minimum 7 inch embedment an STATE & TOWN CODES anchor bolt shall also be provided within a to I2 inches from the end oftach sill plate and shall es located within 12 Table 11301,.6 of the Code tallest portion of the profile and achieve a depth of at least 5/16 inch with 7/8 inch below We wideshporiion of specified sill plate(s). Each anchor bolt small be siro W,W@ incites from comers. Anchor bolts shall be S/8"diameter with a minimum embedment of 7 inches into the concrete. the r ped and equipped with a 3"x 3"x 1/8"t"iFIEQ ED AND CONDITIONS OF Anchor bolts shall have 3"x 3"x 1/8"thick washers and nut. Allowable Deflvetion of Structural Members profile This required depth shall continue for at least 3/8 inch to a level that is rat less than 1-3/4 inches nut, Coordinate with floor plan and framing contractor and provide 5/8inch diameter properly s Structural Member Allowable below the tallest portion of the prefile The minimum width of the handrail above the mass shall be 1-1/4 minimum of 12-5/8 inch embedment and to receive the specified hold down connector. 20# aSOLRHOLDTOWN ZBA From Table 304B i and 3041)2, floor sheathing and fasteners shall be capable of resisting 115pft and 84.4plf Deflection inches to A maximumn of 2.3/4 inches. Edges shall have a minimum radius of 0.01 inch. e) Poessure preservatively treated dimensional lumber shall be of the size indicated on the design draw o respectively Therefore,using Table 304CI, the allowable shear capacity is 300plf for Douglas Fir Larch M2 with G Rafters]main slo eater[ran 3/12 with an finish minim attached to rafters " L/180 approved species and grade in accordance will,AWPA Cl through C4, C9, CI S,C 18, C22 thou , $OUTHOLDTOWN PLANNING BOARD lowsanta0sand nitrons H/180 Guards and PithrelightP3. i' $OUTHOLDTOWNTRUSTEES greater than or equal to 0.49, Structural I floor sheathing CK inch plywood suleflooring), Did mals spaced along 6" Floors and altered mor 1. Pursuant to A316.1 of the Code, porches, balconies or raised floor surfaces located more Wm,30 inches above the o.c,along panel edges and 12"o.c along all intermediate framing. 300p1f> I l5plf&84.4p1f therefore complies. L/360 floor or grade below shah have All other strumWal members W240 guards not less than 36 inches in height. Open sides of stairs with a total rise of 4.32 Foundation Execution NY.$.DEC Using Table 305H], the minimum Fb of 9'-0" exterior load bearing studs spiced 16" o.c. shall be 1,925psi. Using Exterior walls with taster or sinCoo finishes H1360 more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured Table 305A, the stowable Fb is 3,100psi for 2" x 4" Douglas Fir Larch 1f2 5 Exterior wails with-wmd loads'with brittle finishes IA240 vertically from the nosing of the treads a Footings spaced at 16" o,c. with IS/32" wood 2, Pursuant to 11316.2 of the Code, required guards on open sides of stairways, raised floor areas, balconies and structural panels. 3,100psi> 1,925psi therefore Complies. Exterior walls-wind toads°with flexible finishes 1./120 porches shall have intermediate mils or ornamental closures that do not allow the passage of a 4 inches sphere or 1) Interior Pier footings shall be more in diameter. Triangular openings formed by the riser, tread and bottom ml of a lee p P g poured concrete farmed to the size(s)indicated on the darn,drawings FLOOD ZONE Al Gable endwalls shall be balloon framed pursuant to SBCCI 305.2.2 or braced as shown. Nobs to AtewAbk 13e11eeiloa of StmCtpml Mem6et16 Table Above stairway are permitted to be such a size Iia[a sphere 6 orches cannot guard a[the open side of a C jil/l/U/N1,G L=spas p pass through. 2) Foundations with slemwalls shall be provided with a minimum of(I)#4 bar at the top of the f madatOMMLY WITH CH TER"46" Pursuant to SBCCI Table 3050 provide I jack stud and 2 king stud at each end of headers for door and window H e,span bolght and(1)N4 at tine bottom of the footing as per R403.1 3.1 of the Code. Laps in reinforcing bars shall rupbbOW DAMAGE PREVENTION Smote Alarms than 25mc,as. header openings up to at in width. For door and window openings over 6 ft but fess than 9 ft in width, use 2 jerk a. 17te wing load is taken as 0.7 times fire Component sort(;)adding loadaf(Ir'-the purpose of determining deflection t Pursuant to 11317 1 1 of the Code when interior alterations, repairs, additions or Conversions re SOUTHOLD TOWN CODE. studs and 3 king stud at each end of header. limits fienirt �' � � quilling a permit e - r add occur, or when one or mote sleeping rooms are added or created in existing dwellings,the individual dwelling unit 37 All reinforcing na3s shall be spaced to maintain mhumum concrete cover as follows: DO NOT PROCEED WITH Pursuant to SBCCI Table 305F1, earn a roof end wiling dead load of 10 /(� (�,7 �� _ shall be provide with smoke alarms located as required for new dwellings, the smoke alarms shall be FRAMING UNTIL SURVEY g brag psf, 16" t t Hurl spacing and 5F2, the Egress „ interconnected and hardwired, 3 inches in foand[ions whew concrete is cast against and Y width of 360, the required uplift load at sidewalk is 630 His per stud. Pursuant to SBCCI Table 305F2, the Each Bedroom is equipped with at least ant Seco d mieans of egr"a, " �q ger pe manenty in concoct w th the ea h. OF FOUNDATION LOCATION required uplift at gable endwalls is 10016s per stud, Door and window hider maximum,uptft cotmec(ion requited J v PCV C" E 2 Pursuant to 11317.1 of time Code, single and multiple station smoke alarms shall be installed in the tot o3vin 1-I/2 inches for N5 and smaller buds and 2 inches for N6 and larger bars where Concrete is formed and will HAS BEEN APPROVED. locations: g at openings up l 16'-0" in width in And Is is thatethm 16' x 11 Upda displsmed dtvldid by 2 x 1001M 8,800 Natural Light,Ventilation& eating Nate • In each sleeping room, be exposed to earth or weather. 1W, thew8om ase Simpaen HOTS `!Tis at eagn and Of.bft*. Dmor And window heater mm mm uplift L Pursuant to R303.3 of the Cod, all bathrooms shall be 4) On- P . WMQUmtl required at epentnPp iW'10,6 ill WW,ier aiditWU ia,WlpCdforal W A 3 On& equipped b with a n". exhaust fen for intemdtent Outside each grade boor slabs in the basement shall be laced over a vapor retarder with orris lapped at least 6 inches in 4aPlhsea divided 63'2 x operation acted to the exterior and artificial tgYhtiiig as selected try the Owner. separate sleeping area in the immediate vicinity of the Bedrooms. accordm,ce with 8506.2.3 of the Code ) PPe 630lbs=9 450 his,therefor Simpson H$TS Strep Ties at each end aheadh r to jack studs. For windowheaders • On each additional story of the dwelling, including 2, pursuant i 8303 4 of o i Code, all interior and plorstr nsallstairways including windings and treads shall be ts basements and«Ibis but not including cowl spaces and b. )'-ndato Walls CERTIFICATION OF At openings up m 3'in width ingnble endwalls, 3'z 3 s[uds.dtsplaced divided 6y 2 x 100 168=45016x;therefore use � provided with a means to illuminate the stairs. Baterior starts snag be provided with an artificial light source i uninhabitable Attics. la dwellings or dwelling units with spot levels and without an intervening door between ibe adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided NAILING & CONNECTIONS Simpson LSTAI2 straps at each jack stud at,caph,end of bender, . For window Leaders at openings up to 3' in located in the immediate vicinity of each landing of the sfauway. Interior stair prtificial light sources shall be the lower level is,less than 1 fall story below the upper level, I) Foundlim wall heights shall be coordinated width in gable sidewalls,3'x 3 stud capable of illuminating the treads and landings to levels noting than 10 footcandles meamodat the center of ed to ensure flora alignment will,existu, REQUIRED. ge displaced divided by 2 x 63016s=.2,83Ahs,therefore use Simpama MSTC28 straps at eschjack stud at each end Arfieader, treads and landings. Exterior stairways shall be provided with an artificial light source located in the Mien more than one smoke alarm is requited to be installed within an individual dwelling unit the alarm devices design drawings. Pursuant Io R404A.6 of the Code, m no case shall tine height of the sfou foundation on the immedia=vicinity of the top leading ofihe amlrway. Bxterior smirweys pravidi than be interconnected in such a mumm tint the amination of one Idiom will activate all of the alarms in the P°mut[ed to be less than 6 inches above the adjoining finish de. all be pmGdad with ng access W basement from Type 1 exterior shear wars used Pursuant to SBCCI 305.4.2, hbb$, Pl tati num to SBC be sheathed first • -I - -'thalin""of-fie stairway, therm closed! Al smoke dean be audible in bedrooms over back g 2) Foundation walls shut] be constructed plumb and level with reinforcin rhe oupi shat be sora arasavl night saitiw.locnted.:ia the immediate W'cini of trio bottom iwelling ground noise levels with all intervetun 30,5 laches fors,viola hdgbrs end,27 rachis for g,tpat wall g " tai °Y Ara artificial tight sourcce b wa4Tegharad et the tap and bottom lending,provided an a arras shall be listed and installed in accordance with the provisions of this code and the dr-awirkp. g bars as specified on the design story of 2etories,rvith.a maamamlehgul ko width ratio oft and 114"wall sheathad with shriarn'aD segments,the - artifieud light source is located directly over each household fire warning ALL CONSTRUCTION SHALL ' lequbed sbear m cit ofthe ehearlung mAtaW r Pursuant to 8303.4.1 of the sfaaWuy section - g Provisions a NFFA 72. 3) Pursuant in 11403 1.6 of the Cede, anchor beila shat be set in tit° top of the foundation wall to receive P° y min le for sto we width ratit o 2 and 114 nnaatlo SBCCL T with 3 Code, except whi m,lights are Continuous) aluminated or automata 3 .1'ysuant to 317.2 of the Cad,the required smoke atarnu Shan receive(heir rima g wiring sPe M shl late Ai,chor belts shall be spaced no more than 4 feet on IIIIII THE REQUIREMENTS OF THE of- 305P2, for first stn of 2 irides, with a maximum 1 when such whin is received from a commercial soot«,and when Primary power from the barildin P center. Anchor bolts shall also be story length n width ratio ui 2 and en eadwsh sheathed with conVollod,the control for activation of requjred interior stairway lighting shell be aceusible a[the toped g primary power is intermpted,shall xe«Iva power located rotten 12 inches form tine ends of each sill plate settop and a maxim CODES OF NEW YORK STATE. from a batt. Winn shall be wmers um of 12 inches from the ands and shearwali segments, the required sneer capacity of the sheathing material requited for endwalls shall be 562,5plf bottom ed each abVwey without n of th Ing ani sops and the ay lighation al exterior iddidstaiI shall battery. B pommelling and without a discoon°°tng switch other than those required for d'tun 12 inches walls. Provide the specified anchor bolts with maxi unci embedment From SBCCI Table 305N 1,using dougias fir larch framing, 15/32"wood structural 1 parols fancied with lOd pails controlled from inside the dwelling unit, - h° oveourrenl protection, Smoke alums shall be permitted to be battery operated when installed la buildin�wnhout t connectors as located on the floor plan, en(at all hold down commercial power or in buildings that undergo alteralume, repairs or additions regulated by Section 3171.1 of the 5• Floors not ass n 4 o.c along panel edges and 12"o.c. along all intermediate Gaming yield a shwrrapacity of 645p1C 0.. Pursuant to 8303.6 of the Coda, carry dwellinig snit shall be provides with heating facWd" capable of Cid which is greater than the 247.5plf and 562.5p]f required all=capacities. Sin« it is elected to use the structural maintaining a mbimum room'tempamture of 69 dgrces Pahronheit at a point 3 feet Above the floor and 2 5.1 Floor Materials i 'y panel sheathing for uplift and shearwall,segments simultaneously,pursuant to SBCCI Table 30551,the nailing shall feet from exterior walls in all habitable rooms at line dulgq temporal=., (RI�€�� r A.� be as follows. bandanna Minimum Boom Area and Height Not": a) TcMm shields shall be fabricated from .019 roil stock aluminum and shall be laced atop all concrete or RAOUINOO • Vertical panel edges use hod nails at 4"o.c. L Regardless of dimensions shown on plans,pm41414 to 8304.1 of the Code, overy dwelling unit shall have At least 1. PusuanJ to R320.1, insulation materials, including facings, installed within poor/ceding assemblies, wall masonry foundation Ivan$below sill plates,atop naso niers su P assemblies,crawl ccs,roof/ceAirt b Load bearing dimensional lumber for an P Pa nnng wood girders. g • Horizontal panel edges at double rap plate and sill plate atop foundation use lOd nails at 3"ac nae habitable room that shrill have not less than 120 square feet of gross floor arca. Pursuant fo 8304.2 of the Code, owv n smoke.develo g assembnes and attics shall have a flame spread index not to nxmeed 25 with an indicated on the design joists, beams and girders shall be Douglas Fr Latah A2 of the size • Nail spacing at intermediate framing nae 10d trails at 12"o.c. other habitable rooms shall have'an area ornot Icas than 70 square feet except kitchens shad have not less than 50 2: (Copying ped index not to ex«W 450 when tested in accordance with ASTM E84. C gn drawings and shall be identified by a grade mwk in accordance with 11502.] of tie square feel of gross finer area. Pursuant to R304.3 of the Code, an habitable moms, except kitchens, shall Have a E posed attic insulation installed on ale floor shall have a critical mdiant flux not less than 0 l2 watts per c) Pmssure /'� Pursuant [o SBCCI 305,3.7, top plates in exterior shear walls shall be doubled and laps shad be 4'-0" minimum minimum room dimmnsion not less tban 7 het in any horizontal direction. h gpamd as per 8320.4 of the Cede preservatively treated dimensional lumber shall be of an approved species and grade in accordncNCC U PAN CY 0 R Top plate splices shall be nailed with 8-16d nails 2. Punwmt to R304.4 of the Code, portions of a room with a sloping ceilingwith AWPA Cl through C4,C9,C15,C18,C22 through C24,C28,and Pl through P)Instu6ed she=indicatep Wig m"sude f loss than 5 feet he a forted 4. Foundations on the design drawings and at the following Ioratloas As USE IS U N LAWFU L wiling measuring less than feet 6 orches in height from the finished fiber from the finished floor b the finished per 8323.1 of the Cods Pursuant [use Si I son $A boldown connectors 'Imlr have a /8"dram uplift anchor bolts of 9 x 630 = -5/8" lbs. wiling sable net be sconsideredbase as contributing i the mintmum ressthan foot In prop far that room except where 4.1 Soils Excavation Backfilling&Grading All sills or plates that rest on concrete or naso Therefore use Provide Ion HDSA mold drat Coanwlors with ho diameter anchor bolts embedded each building into the habitable space is la a basement and the wiling height isnot lass than 7 reef and beams,ducts,girders and other r exposed ground. my exterior walls unit are less than 8 inches imPITHOUT C E RTI FICATE concrete Provide 1 hoe studschown t locations sl the end of each shear wall segment and 1 connector al each butding PurstaObstrUcti to do not o ftprohet below 6 feet i inch"foam Lha ht ofhalued hallfloora) An excavation work shall be performed in a manner in Accordance with Chapter 4 of the Cod° • Covered porch framing meinbars OF OCCUPANCY corner Fastened to double stud at locations shown on the floor plan, 3. Pursuant to R305.1corridors, of the Coda m,toil t ma wiling height afhabitable rooms'shall palne�leaa 4imIt 7 feet 6 inches b) It commended that the Owner rbtain the services of An in Ledger board e and hallways, cazidors, ballrooms,toter rooms amd'b S iC dependent soil testing/boring company prior to file t • exposed to weather and/or in contact with masa Pursuant to SBCCI Table 307A, rafter uplift Connections shall be required to resist An uplit of 630165. Therefore, feet as measured from the finished floor to the fimtshod suryrfawi Of obalf ip have a coding]might not 1"s than 7 seat of work to confirm the soil"(a) nssumW to be, silty send, clayey sand, silty,gravel and clayey gravel masonry or concrete. Am Simpson H 10-2. The roof rafters at gable eadwatl shall be solidly blocked in the 2 ratter bays with solid wood Spaced not less than 4 feet on Center projecting Intl more than 6' g' �where a) beams and girders and Pmmm ods load-bearing vale If the soil°'awned to be 2,000 pounds per square Foo[pursuant to Table of y Pr J ng mel)"below the required above theheight;ate b)apace in A401.4.1 of the Code. Pihrsuam to 11401.4 of the Cade, a sails test shall be penarmed to determine the soils PLUMBER CERTIFICATION blocking ththe same size 1 the rafter rPawd at a maximum of Oft o.c. basements ether than habitable rooms may have a ceinag height of 6 feet S inches above the fltushed floor and char"C'uh ries in meas likely to bane expansive, compressible, shifting ier other unknown sell characteristics. AD CONTENT BEFORE beams, girders, ducts in such spew or other obstructions Mary project le within 6 feet 4 Inches above the finished The boring(s)shall be made within or As close as possible to the new foundation. Bo ON LE Roof sheathing shall be 1S/16"exposure 1 wood structural panels fastened at 6"o.c. with 10d deformed nails, Nail floor,c)habitable spa«is in a basement and the.Yarling height is not kis than 7 feeland beams,lets,girders and depth of at lean 2;kind WAh rblg(s)shag be mad to e other obstructions do an[project below 6 feet 8 mach"from the finished poor d)not mole than S0 percent of gnlada•d TOB°al0°s n0ned0d' T''ha aB mlrari a1M11 lodtcate CERTIFICATE OF OCCUPANCY spacing may s.increased to l2"o.m.at anterior fronting members et sheathing panels situated rafter an from ridge,save tnti „ We 1°ratan of int ,So t�aa rgak�l8 SOLDER USED IN WATER and gable end. Sheathing panels shall be installed With long dimension perpendicular to rafter and end joints shall required floor a=e of a room or spa«is permitted to have a sI nq' ahl]iaB tNsmrga4 dtplll of Wit aed.gkwaton of be staggered. poroh shall be 6"x 6". Saltation Nato required floor area less than 5 feet im height sloped cailmg kss'Than the r yynndwatt:tifowomkwwaod Bh IV&New YQ*St aellwa atdAr� Ater Atltan portion of the required height with 10 days prior to ibe start of'work ire Chmer slut!forward the soil boring report to the°bice of the Architect SUPPLY SYSTEM CANNOT for mview. EXCEED 2/10 OF I% LEAD. Pursuant to SBCCI 308C,posts for cave=d c) Prior to the start of work the excavation cootmctm,shal be regoiled ill Iota= all existing underground 1. 1'nvsuant to R306,1,every dwelling sat shaft be provided with o water closet,lavatory and a bethmb m shown, shln7tutCa and utililes end tnaintatrl,Care Pusuanl to SBCCI Table 308F, the walumn shall be connected to the roof and deck 2. Pursuant to 8306.2, each dwellan unit shah be rmvlded with a kitchen and every kitchen shall be during exaayation ro as,not to disturb such awciwea and utilities. Order with A minimum uplift g p capacity of 1,025 His. Therefore, use Simpson(2)LSTA 30 stop ties Connecting the wluum ro rho roof girders, sink provided with a � d) The excavation contraClmr is ad* mspDnsibie for providing and maintaining all snoring and protection Connect column to 24"diameter x 36" 1 3. Pursuant to R306.3, all required to prevent Collapse or Cave-in of surrounding sods and structures to remain and to provide a safe P LU B I NG seep poured wrtcre[e footlng with Simpson PB566 post anchor with 14-16d di Phi ancew with shall be connected r a sanitary sewer er ill ria approved private sewgg0 er w oumenl for the workmen and ALL PLUM ING WASTE nails. - spiral system in compliance with lire Suffo6r County Department of Heath Services Wastewater Management a Boil excavation shall be performed s ons hot to.undermine &WATER INES NEED requirements. PF ) pe any portion of the existing foundtion unless Pursuant to SBCCI 602.3.2, windows and exterior doors shall be anchored as specified by Andersen and the door 14. Personal to R306.4 of the Code, an plumbing Sabres Shan be connected to ah underpinning of the existing foundation is required TESTING BEF RE COVERING sinks, h1whirim, bathtubs, showers, bidets, laundry tubs, and washing aP cis sir waxer supply, Kitchen f) Soils to be excavated at new footings shall be carefully excavated to Area turbed soil at least the bust line depth manufacturer[o achieve a minimum 40psf design pressure, erg machine.ouUets shell be and Coldwater, provided with hod as indicated in the Climatic and fkag(Vfiital Design Criteria Chart shown herein. In the event that forting -i-��V E p FC)� . PrG.�fl'1 1 ' exegvatoa work exceeds the required,deplh,do not baddifl We excavated area. In cases when few tthatfooingsfact or Wld6omt or Wo Protection l lase Fastening Schedule' '' Concrete slabs are to bear on engineerW,flp,the engineered fill material shall be clean,Course sand and gravel FE%1LI 160 Def E For Wind le 604 hal DCC1` 50%-50%max, En From Table 604 of SBCCI Toibty Bath 4 Shower Spatall Engineered 611 shaftbe macerate Completed oot. in maximum 6 inch lifts to 96%of Uma fill materials Fastener Type Fastener S aria in L ,to TO .2,ntdhtub and shower floprs and walls above bathtubs with installed shower heads and in"Wet ma'dmum density to et least 2,000 pound per aqua=foot Panel Length Panel Length .Panel Length Panel Ltugth CO is sW be finished with a n°ri'absorbent surface as selected by the Owner. Such noaahsorbent surf unix g) Palmate to R401.5 of the wade,compresnble or shifting top and subsoils Shall be removed to a depth and width 1P� eii �� J' ��_ L suf6Cient to assum stable mat mem content in each active zone and shall not be used as fill or stabilized widen I �.(�t- T K �+s)0 E iQcr Luo than or equal Between 2&4 6 Between 4&6 ft Between 6 and 8 shaft d m a height of leas than 6 feet above the flora. . ) J.� I each active zone by chemiCal,deweteriag or pr"eluratan. ,,,,. 211 � t^ PI 6xpuras shall hue spaced in compliance wathtjtn mintmum'tlxuum nteirenaes shown below. ) Puraus nt to R401.3 of t b6'•Code, Surface drains a I be diverted to a storm 'ewer con '"' Double l6 9 6 G "' h g° conveyance w other o I l y� � ' 4 "° Approved point of Collectlon so as not to,cmate a hazard, The lot shall be graded so as b drain surface water IY4, L _ _ Headed Nails Glazing - - 2-1/2"0b 16 16 12 9 1 Glazing in all doors and sidelight and windows adjacent to doom where the nearest vertical edge is within a 24 inch away from foundation walls. Drainage of surhce water shall not be directed onto adjoining Properties. The Wood vngw ' aro of the door in a closed position and whose bottom edge is I"s than 60 inches above the floor,shower enclose= grade away from foundation walls shallfail a minimum of 6 inches within the first 10 feet except where lot .'r �,1. _ _ 2-1/2" 16 6 6 12 I glass shall Comply with Section 8308 mf the Cod. hie¢, walls, slopes or Wer physical barriers prevent 6 inches of fall within 10 feet. In such Cases,drains or - 'S C t M +1• I C= - I'(,o - 0?. -L -5 awn"shall be provided to°&sure drainage away from the stnrctam, . NI�" `"�G itG err W r) Pursuant to R404.1.6 &7, backad mmerial shall not be I Garage placed against the new foundation wall until the wall _ N - 1. Plumper to 11309.1 of the Code,the door,forme and hardware connecting the garage to the family room shall be 45 : has Cared to sufficient pVength Rod has ban anchored do the floor above, or has been sufficiently bored to Prement darns g required for foundation walls au - I This tabic is based on 1 tom wind s end 33 foo[mean roof tier 4 minute rated C Label beano a UndeMw'ritter's Laboratory label and g unbalanced backflll[hTtiackfdl. 6uCh bracing m not Job S: pt u g and panel < ) g ry equipped with a self claim device. perimeter of the new footing and foundation wad shall be free of debris said organ of Fails shall l ben be instilled o 12d box ands of the wood eVuotura!panel 2. Pursuant il 830livin s the Coda the garage ride of the wall shall ag faced with 5/8"thick type X gypsum wan - maerials and vegetation prior to backpllmg. N°wood formwork shall be organic PED AAC mile --T Nails sball be I Am wmmon or as box rads. board while the living space side of the partition separating the gunge from the wing spaces shall be faced with%i' Permitted fo remain. . ,/),\-, DfCWD by: 4 Where screws ate attached to masonry or masonry stucco,they shall be attached using vibration resistant (hick type X gypsum wall board installed in Accordance with R702:3 of the Code, j) A=ss whom now on-grad Concrete floor slabs are to be provided where soil types to support the slab are not ��`' EE Myh, ' anchors having a minimum ultimate withdrawal Capacity of 490lbs. 3. The garage ceiling shall have 5/8"thick type X gypsum wall board applied in Accordance with 8805,1 of the Cade. anddsd ed mud or gravel mixture sots, shall te«ive a 4 inch tack base wont Consisting of clean course gc'O'd` �Fq y � .''"i.F^''i a" POge: . gravel Compacted to 96%of its maximum density, - Y ut"r' Landing. I ,t I ,I P' or.• 1' ,'& ' I. Pursuant to pursumtt to 8312.1.2, 2nd exception of tlhe Cade, the landing at both the exterior dors shall have a .«W ., e' t,. I 11 maximum riser height of 8-1/4 inches from the banning to the dor der"hold � Ng-g,s,�i��s prI- 2 Pursuant to 8212.2 of the Cod, the landing width shall not be less thm the exterior stairway or door being serval ^F1 TI-WTI -4900 i and the landing shall be at lust 3 feet measured'in(the direction of travel I�9�OF NE`N-1 1®0'�yanderbilt Boulevard 631-58921-49 uiOakdale, NY 11769 Fax: 631-569-4969 __ e. - - ...... c Upson wall bawd shall Lie eppfi d lir the all.nmcduot :aid promoter 000d lnanm:y nand 'I. vuh (le. - '"'--""-""'�"""""'"""."'^^^-^-^---^^•I d) Wood blochlug shall be pnperh vied and a nanunu n of wflm glade as pel 10 02 1 ' o1 file Pude specified screws spaced :n a mavnuun of IT a c. It nils ale used IMl shall fir spnccd ai pars 2 ' ': C) Sub Oourshcathmgslt.dltwxterioa grade slna1111dl1. ojiticand groone',l inch phwoud continuing lir DOC aparl fronicacholherwin pausofnads more (half l21¢hesuucelitel d F'Cchech Inspec(ion Checklist N It-t,Lt; d PS I or 2 d) Apply the first coal of joint compound to glpsum board scams end Irish n a dimples .` nv Y oil, iiia le Lit Conservation Construction Code I) Sub flooring adhesne ,!tali be "PL Premum" pull ureth.w. Construction adhesive wannnmg to ASIM D- e) Embed the joint lupe in the IL if cool of Nafm retai mJ unmetimelo snci join compound Ipplic,nmu and /J JN Yl'la:J Snfm,uc Venues t -1 liulc;uc IC Ge9T, 1067 E, 1/,e>J r i 3.19 C' 8 and ASTM -i i7 or appron ed equal _ allmr r to d g) Shmnslbrgirders. dnecessarl shall be of ASPM A30sled 1) ' Aller the loon compound has Sullicuenth dried, sand all high spots and apply [lie second cool of punt :' u1F 0s114A03 I0 Expansion bolts for anchoring ledger beads to concrete or nwsmtry shall be 3/8" diameter 3 fact' long as compoundy' - 30Lr manafacnnred bl Hill or,Ipproved equal g) Aller the second coal has sufliaenlly deed, sand all high spots, clean all dull and upph the third coat i I I Lai Neo Single FauuhItesWonse / 0 Nails shut[be led and find common nails Depending of. Ihu shill of the spaclder, continua the process of sanding find apphcatian Of joint eongnmd until if smooth and umfomn surface has beef.nclucvcd 5 2 1'Iuurs Fyccution - delb ta Exmoor Siding i L� �'-_ 'SIM PaC`�fJ (-511 ' I �J bT�74P C? r ER, goof )'fFTT--}z �- - o Ibrin the tenni(, shields to the sha � s .- al ]'lie col sleek aluminum shall be cut illi lengths and field bent l Pcl 1 - Indicated on the design drawings. a) Apph flashing over all door and window heads with at least if 4 inch vera cal Icg. Celuhgs: Qom[,- fit Wood rders shall be Installed where Indicated on Ilse design draw 1jigs with a nununum of 7 Iaches of bcanng b) .App!) the :fir nail water Infiltration harrier over the exterior sheallung with sopors Spaced II accordance g I Ceiling I PIa1 C'cthng or Smssoi Truss. ft-3U 0 c;nah uauLu mud onto Ute cat,rete foundulun Wall and interior colons Splices in girders shall be permitted unless the design With the if,,and water Infiltration barrier ntanulucturm's specs icztioos Comments drawings Indicate the girder is continuous over multiple suplwrts. II permitted. splices in girders shall only the cl Apply lope to the Saunas of the air aid m'dner Inflation barrier II dccurd:nce with the aur and water made over the center of columns, pars posts or poles Girders hearing on w coil colonies shall Imre at least 15 Infiltration barrier lnanufachinn's specifications I AbmrGrace Wali,: inches of bearing e,cep( where girder hangers or other wood metal connectors are specified as per R502 6 of d) Install the vinyl siding svuent in strict accordance Willi(he vinyl Siding anmmfaohmer's Spec]beat oils I 11 Wall I. Wood France- 16" o e R-13 0 cavity Insulation the Code. Girders shall he installed level and steel slums m the girder pockets shall be pertained, _ \ c) Field col alta sill plates into the lengths Willi at lead 2 anchor bolls per length Drill 3/4 inch character hales 8, Rind- 'cilfne Constnmtion Conmtelds' through the sill plates at each anchor bolt Treat the field cut ends, drifted holes and tiny notches nude m all pressure preservatively treated lumber with a field applied re-treatment in accordance with AWPA M4 its 8 1 Materials I Wi,, required by R324 3.1 of the Code Fasten the sill plates to the new foundation wall atop the newly installed i Window i' Metal Fiume, Double Pane wrth Low-E,feu uresU-faor U 2811 iS For windows nerthoul labeled U-factors, describe features _ Icrmrte shield using the anchor bolts, nuts and washers a) Rollers, nage. collar tics, headers, fascias,hll be identified and 6loduma shall be Doane Fir LJ 02 I o of the sire t! Panes Frame Type Thermal Break? I I Yes I No _ d) Ledger boards shall be sized and located as specified on the design drawings and shalt M' fastened to the IndicaRoofs ed on We design drawings and,hurl ct rn1 1. 15/ by a grade nark o accordance with PSI 1 2 an Code Coni n nits b) Roof sheathing shall be exterior rade, slnlclurfil 1. I x/32 ouch plywood cadamm� to DOC PSI or 2 and,holt adjoining,ailuro with expansion bolo spaced at a maximum of 24 inches on center m a staggered pattcnn. In 6 g P} 6 cases where the new ledger board is above tine foundation level,use lag screws 3/8 inch diameter by 3 '/:inches be identified by if grade murk m accordance with R802 1 11 of the Code c) Railer straps Doors: .�G� G /�,t` long Lag screws must L=_0 be positively attached to wood framing members and the spacing may therefore need to ps shall be HIO&H10-2 as manufactured by Simpson. 2 L rte, r I be changed accordingly d) Nails shut[be ]6d and R)d common nails and 8d deformed nails - I I Door l Glass U-factor.0._80 of Joists shall be installed level and parallel to one another and shall be sized, spaced and loud in the direction as c) Wood rake boards to be 2"x 6"and I" x 3" H2 pine. R Panes_Faire Type Thermal Break'! [ J 1'C5 I I No Carol indicated on the design drawings J01515 tinder parallel bearing partitions shall be doubled and Of Ilnc SIL, 0 Cladding for wood rakes and fascias to be fabricated from cud ,lock aluminum with witha h baked-on pained finD ish I ; Door 2.2. Solid. U-Caper' 0.10(1 indicated on(lie design drawings. Where douliNjois(s are separated from one another to pemul the installation in a color as selected by the Owner Conuneni& of piping or vents, full joist depth solid blocking of leas( 2 inches fn width spaced not more than 4 feel apart _ shall be provided per R502 4 of the Cade 8 1 Execution J Floors: �'- To f", rLR'I J) Joists that Hume into the sides of girders and ledger boards stmt]over a nnectedbearing wall oist hangers ll be cifiedlapped on I J I Floor l' All-Wood Jotslrl'mss. Oyer Unconditioned Space. R-30.0 cuvay insulation I M b nI the design drawings Joists that frame from opposite sides over a beating wall or girder shall M; lapped a al Cul and install all roof and ceiling framing materiels with ught filling joints Rafters shall be instilled at Utc Comments '\ 5 P CJ miumum of 3 Inches unit shall be face nailed together Willi at least three(3) 10d face nails per R502 6 1 and 2 slope and spacing Indicated on the design drawings. Ceding joists shall be installed parallel and level m the / \ /- G 4T-� , 15 1(phdL J of the Code direction indicated on the drawings. The roof shall be constructed!n compliance WLLh Chapter 8 of the Code Air Leakage: \\ g) Dimensional floor joists shall be supported at the ends by full depth solid blocking not less than 2 inches In and SBCCL I I I Joints, 1 b) Nal all roof framing In coin Ir penetrations, and all other such openings in the building envelope that are sources of r tldclaess or as otherwise indicated on the design drmvings, Provide solid blocking at 41t o.c m the first 2 floor compliance with the tilting schedule provided �h � SI MPSUN b fel tib /i `„t. ,"•(^��: �„ SC°7< Icnkagc must be scaled h� IN I ND I. Lavey T Joists bays at both end gable walls perpendicular to the Iloorjomsls c) Install uplift connector molal slurps m compliance wrth the design drawings and the manutacmrer's written (.©AI b 1 Nqa G '?t+ I Recessed tights must be I)Type IC rated, or 2) installed"'side an appropriate air-light assembly Structural cin the damn c[ural floor members shall not be cut,bored,drilled or notched more than s specifications Insi s design g g with a 0 5"clearance from combustible materials. If non-IC cited, (tic fixture most be installed and m accordance with 8502.8 of the Code d) Install the roof sheulhing using the nailing schedule provided and provide a gap at the edge to allow the passage Willi a � \ I) Draftstopping and frresloppmg shall be provided in accordance Willi R502 12,R502 12,1,8502.13 and R(02.8 of air over the ridge and out through(he roof through a ridge vent 3"clearance from insulation of the Code. c) Install the wood fascias and rakes. - • \ \ Vapor Retarder: \ 0 Provide and attic access opening' and anal m compliance with the of the Code required cin opening he the I Required on the warm-m-winter side ofall non-vented frmned ceilings, nails, and Doors j) New Doors shall th sheathed with the specified of inch plgere sir oonng app ted Wnh the long dimension rough framing of al least 2_ inches b3'30 orches but less than the minimum s¢e re uvea L remove the an I \ perpendicular to the Boor joists and with end joints staggered sparring continuously over at least 3 Joists. q Subfloorin' shall be installed with end forms parallel to the floor joists positioned over the center of the floor handler m accordance with M1305 1 3 ofthe Crude and as located on the drawings , 6 1 P' J Ire Materials Identification: �. joists Unsupported joints parallel to floor joists will not be permitted A continuous bend of the Subiloonn g) Pursuant to M1305,1 3 of the Code, provide 2"' by 2" wood haring atop each ceiling joist and lay a 24 inch l g I I M llenals and equipment must be installed m accordance with the manufacturer's installation instructions adhesive shall be applied to the top of each floor joust and joist blacking prior to the final installation of the wide C inch thick plywood attic floor and a 310 inch by 30 inch attic floor at the service side(s) of the Our _ subilng oong. Subiliner shall also be nailed in accordance with the fastener schedule indicated on the design ' I I Materials and equipment mast be identified so that compliance can be determined luf.dlu I I Manufacturer manuals for all installed heating and cooling equipment mid service water heating Finaldrawings.ail The d adhering should su lesubtrading ly nulled m specilocafied d where should plumbing is lobe provided equipment must be provided ' I toug nailing and adhering of the coon h ring with the specified adhesive should not be performed anal the ( ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications, a fi rough plumbing and regained inspection has been completed 9. Rout'Assemblies k) Wood columns, poles and posts shall be anchored at the top to the girder, Mom or header and to the bottom Duct Insulation: [Z'� J HC K STt�P 5 t concrete pier,foundation wall or frmtung members with metal connectors as indicated on file design drawings 9 1 Materialsn with the number and size nails In accordance with the connector manufacturer's written specification to achieve I I Supply ducts in miconrhtioned attics or outside the building must be fasulated to R-8, (3� 14.I1-4 /a o57U C2'�- FR87-I:fJEO the maximum strength in the manufacturer's written specifications All posts, colunms and poles shall be a) Asphalt shingles shall have self seal strips, or arc interlocking and shall comply with ASTM D225 or - 4�/ Ito a- - Al L 5-M- installed plumb and at the locations indicated on the design drawings D3462. J Return ducts in unconditioned attics or outside the building must be insulated Io R-4. N Z "UG b) Underlayment shall be 301b asphalt-saturated felt conforming to ASTM D 226,Type 2. L 1 Supply ducts in unconditioned spaces must be insulated to R-8 S'("RC7Gci�-E.CJ E14:- 4 P r^WAT10^i j I I Return ducts in unconditioned spaces(except basements) must be insulated to R-2. of Ice protection underlayment shall be a self--ad[tering polymer mowed bituminous membrane complying Insulation is not required on return ducts in basements. 6 Wall Framing Construction with ASTM D1970 • d) Ridge vents shall be installed in accordance with R806 of the Code Duct Construction: 6.1 Materials of Fasteners shall be corrosion-reshstanl minimum 12 gage shank and 3/8 Inch diameter head I inch long l I I Ail joints, seams, and connections must be securely fastened wish welds, gaskets,mastics - roofing nails conforming to ASTM F1667 and R905 2 5 of the Code (adhesives), mastic-plus-embedded-fabric,or ropes Duct tape Is not permitted a) Studs shall be of the nominal size as specified on the design drawings and shall be Douglas FIT Larch E2 grade Gxcepnon. Continuously welded and!clung-type longitudinal joints and seams on ducts _.�jTU175 E I(a"OL lumber 92 Execution operating at less than 2 in w.g (500 Pa). by Sole and top plates shall be of the same size and material as the stud walls. I Ducts shall be supported every 10 feet or in accordance with the manufacturer's Instructions C) Headers shall be headers s1mU be of Douglas Fir Larch 42 of the nominal size and quantity as specified on the a) Apply ice underlayment in accordance with Cthe manufacturer's written recommendation along the length of ( ] Cooling ducts with exterior insulation must be covered oath a vapor retarder. - design drawings with Ya inch thick plywood flitch plates the eaves edge extending to a point at least 224 inches inside of the exterior wall line as per R905 2 7.1 and ] J Air filters are required in the return air system, d) Straps shall be as specified in the wind loading calculations and as manufactured by Simpson R905 2 7.2 of the Code I I The HVAC system must provide a means for balancing air and water systems, e) Hold down connectors shall be as specified In the wind loading calculations and as manufactured by Simpson. b) Apply underlayment in shingle fashion,pull to and starting at(he cave and lapped 2 inches and end laps 0 Sheathing to be 15/32" exterior grade structural I plywood fn 4'x10'slicers conforming to DOC PSI or 2 offset at least 6 inches with fasteners spaced as recommended by the roofing manufacturer but not less than Temperature Controls: g) Nails to be l6d, I Old and 8d common nails 36 inches on-center along the overlap as per R905.2 7 2 of the Code. [ J Each dwelling unit has at twat one thermostat capable of automatically adjusting the space c) Install ridge vent material and plumbing stack vent pipe boot in accordance with the manufacturer's written temperature set point of the largest zone. specifications - 6.2 Execution d) Install asphalt shingles fit accordance with dhe manufacturer's written specifications but with no less than 6 Electric Systems: fasteners per shingle pursuant to R905 2,6, ( ] Separate electric meters are required for each diverting unit a) Gable end walls shall be balloon framed unless otherwise noted N) All stud walls shall be capped with a double top plate installed to provide overlapping at corners and \ Fireplaces: intersections with bearing partitions End joints in double top plates shall be offset an least 48 inches as per I Fireplaces must be installed with light filling non-combustible fireplace doors. SBCCI 305 3 7. Permit Number ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction c) Studs shall be installed vertical,plumb and parallel to one another spaced at 16 inches on center provisions of the Building Cade of New York State, the Residential Code of New York Stare or d) Frame walls with single sole plates. _ the New York C'Ip Building Code,as applicable. e) Install the number of Jack and king studs and slip and tension lie connectors as indicated on the design drawings Service Water Heating: 1) Install Wood nal to receive all gypsum Wall board. MECcheck Compliance Report Checked By/Date J Water healers with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ajl M f�SUr� I-�Ol�r-.,7 g) Install wood blocking to secure new cabinets, vanities and shower grab bars. water heater has an integral heat tri or is rt of a circulating stem New York State Ener Conservation Construction Code wiz P levels g w Intl h✓�J 'GONN�L h) Provide built-up corner posts Of all exterior wall comers wfth tension lfe connectors as indicated on the design [ ] Insulate circulating hot wafer pipes to the levels m Table 1. Iv1ECcheck Soaware Version 3.3 Release to � �S SPC:G drawings' , Data filamme. Untitled i) Install wood cats at mid point to all bearing walls Circulating Hot Water Systema: ��- [ ] Insulate circulating hot water pipes to the levels in Table 1. �DU /� 7. Wall Coverine TITLE New Single Family Residence - O'�/ c� L;+ I Swimming Pools: W I CATH 5 > 601 ` 1 7.1 Materials COUNTY: Suffolk [ 1 I All heated swimming pools must have an on/off heater switch and require a cover unless over 20 1 _o STATE New York of the heating energy is from non-depletable sources, Pool pumps require a time clock N10 e5( JA hS a) Gypsum board for interior ceilings and walls shall be 1/i inch thick conf nnoung to ASTM 06. HDD 5750 by Gypsum board for bathroom walls shall be water resistant '/a inch thick conforming to ASTM C630 or CONSTRUCTION TYPE Detached 1 or 2 Family Heating and Cooling Piping Im,ulation: C1178, HEATING TYPE Non-Electric HVAC piping conveying fluids above 105°F or chilled fluids below 55°F mus[6e insulated to the c) Screws for attaching gypsum,board shall be at least I '/.inch Type W or Type S in accordance with ASTM l 1 levels in Table 2. C 1002. DATE:05/14/03 d) Nails may be substituted for screws to allacli gypsum board and shall be 13 gage, 13/8"long, 1964"head DATE OF PLANS. 5/13/03 or 0 098 diameter, 1 '/4 inch long,annual-ringed or 5d cooler moil,0.086 diameter, 15/8"long, 15/64"head or gypsum board mail,0 086 diameter, 1 5/8" long, 9/32" head PROJECT INFORMATION or Joint tape shall be paper in compliance with ASTM C474 Ken Alessi D John compound shall be in compliance with ASTM C474. SCTMR 1000-106-02-23 g) Air and water infiltration barrier shall be"Tyvek Housewrap"as manufactured by Dupont or equal Meltftuck,NY Table 1' Minimum Insulation Thickness for Circulating Hal Water Pipes. �p h) Staples for air and water Infiltration barrier shall be of a sufficient size and material as mconmtended by the Insulation Thickness in Inches by Pipe Sizes I z1 zj QFC FvF r air and water infiltration barrier manufacturer COMPANY INFORMATION', Heated Water Non-Circulating Runout, Circulating Mains and Runouts �_ ' C' I) Vinyl siding system shall be as selected by the Owner in compliance with R703.4 of the Code and ASTM Temmemture(F) Um to 1„ Um Io 125" UP to 2 0" Over 2" �r^�,p �r D3679 JM7 Architect,PLLC 170-180 0 5 1.0 1.5 2.0 I��~ o� r,/r / 1 �.^ j) Fasteners for vinyl siding shall be 0 120, 1 '/:inch nails per R703 4 of the Code 100 Vanderbilt Blvd 140-160 0.5 0.5 10 15 IN) Flashing for door and Window heads shall be 0 019 aluminum, Oakdale,NY 11769 100-130 0.5 (.5 05 10 �q .�t /�// v,,,,J /�,.+� (� / 7.2 Execution '51 r "a LA" �A Y°` 4I L 1 Ir 5_6 )V E til C CE COMPLIANCE:Passes Intenor Gy Mm Board Table 2. Minimum Insu(ntinn Thickness for HVAC Pipes. ! v Maximum UA=279 Fluid Temp. Insulation Thickness in Inches by Pice Sizes 4 � l.•• � � I a) Gypsum wall board shalt be applied in compliance with United States Gypsum Handbook guidelines, You Home=261 Piping System Types Range F 2"Routines V and Less 1 25"to 2" 2 5"to 4" b) Cut all gypsum board(o fol in the maximum sizes with joints centered over framing members and holes cut 6 5%Better Than Code Heating Systems out al all electrical boxes,shiver body, penetrations, etc Gross Glazing Low Pressureirremperature 201-250 10 1 5 1.5 20 #S I ib� y „ .. Area or Cavity Coal. or Door ,„ Low Temperature 120-200 0 5 I f 1 0 1 5 n 'A Perimeter R-Value R-Value U-FUU-FU=ctor UA Steam Condensate(for]feed water) Any 1.0 1.0 1.5 20 Cooling Systems Ceiling I Flat Ceiling or Scissor Truss 1454 300 0.0 51 Chilled Water, Refrigerant, 40-55 05 0,5 0.75 1.0 Wall r: Wood Frame, 16"We 1195 13 0 0.0 81 and Brine Below 40 10 1.0 1.5 1.5 Job 8: Window 1:Metal Frame, Double Pane with Low-E 163 0.280 46 Drawn b - Door 1:Glass 113 0.280 32 r �O\0 Lit:-fdAH(Tic r Y' Do2 Solid 34 0,100 3 Q 0 F �'s ill orPage: Floor I'All-Wood Joist/Truss,Over Unconditioned Space 1454 300 0.0 48 9 'w' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with tine NOTES TO FIELD (Bolding Department Use Only) building plans, specifications, and other calculations submitned with this permit application The proposed systems ARCHITECT, PLLC have been designed to meet the New York State Energy Comservatu n Construction Code requirements When a ,p - .E. 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