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Home My WebLink About31350-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32251 THIS CERTIFIES that the building ACCESSORY Date: 03/15/07 Location of Property: 2905 WEST CREEK AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section 110 Block 5 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 11, 2005 pursuant to which Building Permit No. 31350-Z dated AUGUST 11, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to DAVID R SCHOENHAAR (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 06-7244 11/22/06 Authorized Signature Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT MAn 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 $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. MryrJA 2-1 z 00 New Construction:��II V Old or P"�2- c ,re-exiistinggrBuilding: (check one) Location of Property: ;Z!10� /ye5&&k L ( 1Au� o� House No. /J Street / Hamlet Owner or Owners of Property: (_k,,,i l j Suffolk County Tax Map No 1000, Section / J Q Block 0C)o Lot 0 0 Subdivision /v%,ii Filed Map. Lot Permit No. 3 13 5-0 - Z- Date of Permit. Applicant, Health Dept. Approval: /V//A Underwriters Approval: Planning Board Approval: Ad [- Request for: Temporary Certificate Final Certificate:y (check one) Fee Submitted: $ `V 2 0 Applicant Signature Q.se 1 l 9 9 CD -Ft 3x25 l 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. 31350 Z Date AUGUST 11, 2005 Permission is hereby granted to: DAVID R SCHOENHAAR 330 EASTWOOD DRIVE CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN ACCESSORY GARAGE IN.THE REQUIRED REAR YARD AS APPLIED FOR. THIS PERMIT REPLACES BP30 at premises located at 2905 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0005 Lot No. 006 pursuant to application dated AUGUST 11, 2005 and approved by the Building Inspector to expire on FEBRUARY 11, 2007. Fee $ 405.6 u Gc Gc Authorized Signature ORIGINAL Rev. 5/8/02 31350 Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL 4 , [ ] FIREPLACE & CHIMNEY [ ] FIRE ,SAFETY INSPECTION EMARKS:`'' `- ` r —/ o DATE / INSPECTOR 313�D 2:. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ FINAL�� , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ REMARKS: DATE �^ �% �� INSPECTOR X13 SU � TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattimck, N.Y. 11952 (631) 298-7116 MPV $ Date: May 8, 2006 To: Town of Southold Re: Strapping/Framing Inspections David Schoenharr 2905 West Creek Ave. Cutchogue, NY 11935 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing Inspection was also Performed on this Structure, and all framing was done correctly and also meets all state and local building codes. Any questions please feel free to call. 0 N� Y 05 CO O �O �1 cerely r �e I� ¢ \ n James J. Deerkoski P\.E.\ OA V. 0 V 90FESS1 Ilo-y-("0 JAMES J. DEERKOSKI, P.E. 1A 9 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Re: First Foundation Inspection Shoenharr West Creek Ave Cutchouge, NY 11935 Permit#3IM To Whom It May Concern: A First Foundation inspection was preformed at the above-mentioned construction site, the foundation was built as per plan, and meets all state and local building codes. Any other questions please call. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. 4 ' Re: Second Foundation Inspection 2 Shoenharr West Creek Ave Cutchouge, NY 11935 Permit# 313 S o To Whom It May Concern: A Second Foundation inspection was preformed at the above-mentioned construction site, the damp proofing was installed as per plan, and meets all state and local building codes. Any other questions please call. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ 3 y a FOUNDATION (2ND) rn ROUGH FRAMING & PLUMBING z � o Lr y y 'b i7 INSULATION PER N. Y. STATE ENERGY CODE � y FINAL FINAL IF 11 r 7- ZA ADDITIONAL COMMENTS UN ci f, E 4 � b - - 0 z - x a r y Z d IM b y NJ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 3112— , 20 OV Approved,20QC� Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? j 3Sb PERMIT NO. Expiration, 20 c)5 - Building Inspector Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date/f( Usf /0 20�_ 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 code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspe tons./ (Signature of applicant or name, if a corporation) tTT7'oatt� � �( r �tt-FG7tw, A/ f 1�9�5 ( ailing address o applicant) �?17.6k, I %SAO /State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �Vameofowner ofpremises )6-W4 Sc,6&Aha.&r- // (As on the tax roll or latest deed) �If applicant is a corporation, signature of duly authorized officer l\ IA and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street lj .,IMI County Tax Map No. 1000 Section /10 Block p� ' Lot p 6 Subdivision_vA Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Qe,'S i AC -p lc.C- b. Intended use and occupancy gix (A'�j 0- Ra-(a'4(f' Nature of work (check which applicable): New Building( Addition Repair Removal Demolition bther Work Estimated Cost `r .I Z_ Fee (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 3. Cox (Description) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Height Number of Stories Depth } Dimensions of sam6 structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front Height Number of Stories_ Rear Depth 9. Size of lot: Front Rear Depth 10. Date of Purchase Natne of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO K13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NO !� Names of Owner of premises N yA K, ly,�ddress1�)t IV,LOhone No. 917 G�6 75 0 Name of Architect S�r.ue, Rosse.f4i Address3p 46r4W W&4, Slt Phone No 631-.'L53' S3S� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X NO \ IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 1)0'U(A R. 4 Ind2r1(PlG�0.V' 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. TOWN OF SOUTHOLD PROPERTY RECORD CARD —� OWNER STREET �_�t� VILLAGE DIST. SUB. LOT �)nyiA ►P•� ou fC � re_e�- Ave, _..c.<_ � c;�...4, t. ( `�- e I.� re � c-�'(; � d d FORMF.J2 WNER 1?, Schce^haAr GIA Q.+�>�vJ•,r.� C. N c Q//.ye i�u� E // /KKA ACR. / 3C — k�rQii}i w�. L,), C'. V r- '` ilp. S, �r OZ /c�Q/d Vl�1CZ W ///✓�,�'r� TYPE OF BUILDING RESA jro SEAS. VL. FARM COMA. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS Z ]� Jd �C/ �/U R Z11447 , ,W,Gt-t -f , ' e, u a( eed - y b .32- oD o o 1��R 109/73 FO 00� 1 36 . c.Ay oo po .34/0 �G v / 2 2 ,, i�ofi4�rrrt — I C'tx) 3 rel to -* w 4a 3rr, U4, aGrrm N�C: 1—1 ,'/C , Q S�1-L1134�ip�03-t3rCt(t�,aamGe ffof Sco�_oenG staUWr_� nc_ Iv 5 P'l -Li a uitp a W-Schwhaw j Sch ie o),aar - /�o coy-) AGE BUILDING CONDITION 0sc- \J -E NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Volue Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTHd �� f House Plot 4U 1444fift!t: d�1c Total v v DOCK ►"r= � _.� 'l..J '�� 1 �. *`i � a C �� t '� a _ —� � � � ��`.� PRESCRIPTIVE DESIGN CODE COMPLIANCE • Scoenhaar Residence West Creek Ave. Cutchoeue. NY 3.2 Connections 3.2.1 Lateral framing and shear 3.2.1.1 Roof Assembly follow requirements see table 3.1 3.2.1.2 Roof Assembly to wall assembly (table 3.4A). Use _3__8d common nails or _3_ -IOd box nails. 3.2.1.3 Wall Assembly (table 3.5A). Use _2 46d common nails or_2 - 40d box nails. 3.2.1.4 Wall Assembly to floor Assembly. See table 3.1 3.2.1.5 Floor Assembly. See table 3.1. 3.2.1.6 Floor Assembly to wall Assembly or sill. See table 3.1. 3.2.1.7 Wall Assembly or sill plate to foundation (table 3.2A, table 3.2B). Use % inch anchor bolts @ 30 inches oc. 3.2.2 Uplift Connections 3.2.2.1 Roof Assembly to wall Assembly (table 3.4B). Use _4__8d common nails or_4 -]Oil box nails in each end of I Y4 inch 20 -inch gage strap. 3.2.2.2 Wall Assembly to wall Assembly (table 3.413). Use _4 -8d common nails or_4_-10d box nails in each end of I % inch x 20 -inch gage strap. 3.2.2.3 Wall Assembly to foundation (table3.413). Use _4 -8d common nails or _4 -10d box nails in each end of I% inch x 24 inch ASTMA653 grade 33 steel strap nailed into the studs in accordance with table 3.4B and lapped under the plate and nailed. Use —4 -inch square washers. 3.2.3 Overturning Resistance 3.2.3.1 Hold downs (table 3.17F). Use Hold down connection with capacity of _3488 lbs. 3.2.4 Sheathing and cladding attachment 3.2.4.1 Roof sheathing nailing (table 3.10). Use 8d common or ]Oil box nails nail interior zone, panel edge Voc, intermediate supports 12"oc, perimeter edge zone, panel edge Voc, intermediate supports 6"oc. 3.2.4.2 Wall sheathing nailing (table 3.11). Use 8d common or ]Oil box nails nail interior zone, panel edge 6"oc, intermediate supports 12"oc, perimeter 4" edge zone, panel edge Voc, intermediate supports 12"oc. 3,2.4.3 Floor sheathing shall be nailed with a minimum 8d common nails spaced at a maximum 6 inches oc on panel edges and 12 inches oc in panel field. 3.2.4.4 Roof cladding shall be attached per manufactures specifications. 3.2.4.5 Wall cladding shall be attached per manufactures specifications. 3.2.5 Special Connections ,R 112b� 3.2.5.1 Ridge straps (table3.6A). Ridge strap shall attach to opposing rafters. Use —3--8d common nails or_3 - IOd box nails in each end of I `/. inch x 12 -inch strap. 3.2.5.2 Jack rafters (table 3.6). 3.2.5.3 Non -load bearing wall Assembly. (table 3.4C) Use connection with uplift connection load of_582 lbs. For out -lookers spacing of 16 inches oc. 3.2.5.4 Connection around wall opening. 3.2.5.4.1 Header and or girder to stud connection (See table 3.7 header, table 3.8 sill). 3.2.5.4.2 Top and bottom plate to full height studs.(See table 3.5A Use —2 -16d common nails or_2 - 40d box nails to plate connection. Before fmal payment is made the contractor shall certify below that all items in this Code Compliance were built in accordance with the requirements above. I am the general contractor for the above construction project and I herby certify to the owner that the above information has been complied with. Contractor Before me, this day of ,2003 Notary Public W Q Y Lu w a, Q w p-}J�i.1.�✓F '�2-4 d woad J Or ctrl" `d all 04 /non {ne o" - I O N/0/F ..t RTNUR �. B GERTR;DE M. KLEIN o.ar Jove Cl�W N / G/ F EDWARD C. a BETTY J. VASSILDINE N. of o0 00"E. 200. 00' PYM fI/G.M w•...I�_i _ •. 01 (� •O /w 101' I ,� 'rt:;" 4 z C�c ::UR`dEY OR 8 - _ `�� P.IY1 ':ynJnd td la � GAN C. BRAUTIGAM d woad J Or ctrl" `d all 04 /non {ne o" - I O N/0/F ..t RTNUR �. B GERTR;DE M. KLEIN o.ar Jove Cl�W tont Illy p,p• 0 s tri afea� Glcci-d� 4 ,+obi f`a hou.ae 01 __ _.... ._ W4 C�c ::UR`dEY OR IWl% !/ i✓ `�� P.IY1 ':ynJnd GAN C. BRAUTIGAM •+� 81 •�s%K S. Bt°Do' Do" W. 200.00 °'t ` ELLEN C. SRAUTIGAM 0 N/O/F STiLWELL a N, bUE S 7 ROAD • / • N.Y. S. LIC..NO. 49668 CONI 8 ENGIMEERS, P.C. ( 516)76 S P.O. BOX 909 MAIN ROAD SOUTrOLD, N.Y. 11971 AT CUTCHOGUE TOWN OF SOUTHOLD CERTIFIED F0: SUFE€:LK COUNTY, N.Y. FIRST AMERtVAN TITLE 1000 - 1t0 05 06 INSURANCE COMPANY SCALE ( : 30' LONG ISLAND MORTGAGE CORP. APR. 15, 1986 DAN C. BRA1171GAM ELLEN M. LRAUTIGAM P+epmed Is osadcom e5L `a skAmm *W'Aa ds far Ole an" ee s by " LLA L S end t"Apcca'ed sac adoPt d for suds snc by Ito Nw Vat ^6i.. Wnd Title Anodmim, SURVEY OF PROPERTY SITUATE: GUTGHOGUE TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 04-Iq-2005 GARAGE FINAL 05-25-2006 SUFFOLK COUNTY TAX u 1000-110-5-6 lAVmluIVbbM David Schocahaar J �,rmerlu, of ldine LanaNow or `; ar G. Nasse I^ r Eaw Bet' y Jean Has51 1 Ji ✓` It- 'b Ngl0009001rE ---- ---------------- ___----- priveway �aMJ 7 Stone lec a Frame Garage � I I'E � lc:� I I I— I Story � I III` oncrete walk 6 steps I` o Frome -- HOU50 a wood d6ok CIO .v 1 G st6P5 NOTES: • MONUMENT FOUND p PIPE FOUND AREA = 20,000 5f or 0.46 acres GRAPHIC, SGALE I"= 20' o 9 c) N Lag �l Two Story 1 ,.r Frame Gorage YI Land Now °� ziadow'o�ot etonely 2bv O n 8 yRpLL V fl 5 Land Now ° Mo 'Sed e �'1Ghafd P`. q�YY....s.9H...mcbta lat S,wya.. SY0 urWYetMe WII rn wYy b N, Ya to Mwv W rMY Y P,G�M � m �X b,lul� W tln Yt,1,�M ISM JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 RF.F.-\\Cmm�anserver\mmc\OS\OS-166 mn SURREY OF PROPERTY SITUATE: GUTGHOGUE TOWN: SOUTHOLD SUFFOLK GOUNTY, NY SURVEYED 04-19-2005 GARAGE FINAL 08-25-2006 Land N°w °ndrar0 C, Np55eldlne genu dean Hay511dlne N W E S MM! SUFFOLK COUNTY TAX aaW 1000-110-5-6 CERTHgEDTO: liE----------- David S�eanaar rjg00 - - - - - - - - - - - - - Story Frame Garage Q ere'"�d fl nlat 5 ---"� Stone O g ATL G z z Frame, yea' I a - - \ � Garage I Qc - 5 I � Z • \ � I fl A 18 y mosorv4 � � patio sS 9 F� ?- .�„_,. 1 Story �+^ oncrete walk E steps V ` Il o Frome I II Novae o - I wood deck _ 1 � I s steps o1 . Cors �conc. �O ((��7 �G1Yld Nawarr15 121Ghocd m g i I! wVw S81°pp V,/ --- and Now Fodov i zap. 5tapely Dz'ia �baw m. tra«b a� NOTES: • MONUMENT FOUND .ImpG rd Y'tll b aq.WrM b b wW by PIPE FOUND O ..e�ww<rew ur i""P'YrepMqw.w '•� b'. ��'�bJy lYueun ( tIY� a.r..m. r. maybe boob. West AREA = 20,000 sf or 0.46 acres JOHN C. EHLERS LAND SURVEYOR 6RAPHIG SCALE 1"= 20' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Comoagserver\nros\05\05-166.Dro r- - - - - - - - - - - - - s' z wGx wWi g.z xwn ww (6'C m.EGwaI I6'v Am:E Gxsttl 6 10�WALL -4 '------------------ - - - - - - STEPPED FOOTING RETAINING WALL SCALE: 1/4" = 1'-0" I I TAPER IAN g Il STEPPED FOOTING - - - 4-S Mlp W4L (s'v rept: pN� Y.S XI4Y WILL 1¢'a rmi aril 6'-10 Is to wn[) 9'.S Nlp WYL I (sa rqf weoq Il STEPPED FOOTING RETAINING WALL SCALE: 1/4" = V-0" Ilk 9 RETAINING WALL PcZ. January 06, 2006 SCALE I/Q" 11011 JDMH 4-S Mlp W4L (s'v rept: pN� WNL 6'-10 Is to wn[) Si m+ A y VX �IL) )'dN IW1 L L _ TAPER RETAINING WALL SCALE: 1/4" = V-0" Ilk 9 RETAINING WALL PcZ. January 06, 2006 SCALE I/Q" 11011 JDMH — — — — — — — — — — — — — — — — 9'-i Nip WYL I6'V 1BhE CANE) Y x XIW W4L (fi °'4roHfAVLfj x`10 g.x NI4X W (4'C OB'JVS4MLQ _ _ _ _ _RET_AINING_WALL _ _ _ _ e-*m' - b b T-r ren 4 — — — — — — — — •IXpWM - — RETAINING WALL dbN Wlxl , I5'i cau°t) 6 I I •'SN p.4E� O O � I slxl4X wu� (aiSN M°fj � p..lrma avu) loo GARAGE I � I � (4F H dN wu I P. 4-000' _J ----------------------------------J L L STEPPED TAPER FOOTING ruuxm+a 6'It5 son c4N4marsx�une Mxouo4M�a , ewav�meexroan Mamurw=xlrowui \\ / rm. n< j\�• Wav x4us \ fYPL 01-NE6y1O .. �`' .DEER 9,F•� A LL .07 RETAINING WALL SCALE: 1/4" = 1'-0" -::- RETAINING WALL I PG January 06, 2006 SCALE 1/411 = 11011 JDMH F- - - - - - - - - - - - - - - - - e��xma wui �6'P LVh 0.YEj b r � I � I I I I I :I I I Io O I 1N GARAGE I ' _ I I , I I 3Q.®Q1 ---- STEPPED FOOTING 5 r Y�0' W41. Si'IYM pUIE RETAINING WALL SCALE: 1/4" = 1'-0" I PRESCRIPTIVE DESIGN CODE COMPLIANCE Scoenhaar Residence West Creek Ave. Cutchoeue, NY 3.2 Connections 3.2.1 Lateral framing and shear 3.2.1.1 Roof Assembly follow requirements see table 3.1 3.2.1.2 Roof Assembly to wall assembly (table 3.4A). Use _3--8d common nails or _3_ -]Oil box nails. 3.2.1.3 Wall Assembly (table 3.5A). Use _2 -16d common nails or -2 - 40d box nails. 3.2.1.4 Wall Assembly to floor Assembly. See table 3.1 3.2.1.5 Floor Assembly. See table 3.1. 3.2.1.6 Floor Assembly to wall Assembly or sill. See table 3.1. 3.2.1.7 Wall Assembly or sill plate to foundation (table 3.2A, table 3.213). Use X inch anchor bolts @ 30 inches oc. 3.2.2 Uplift Connections 3.2.2.1 Roof Assembly to wall Assembly (table 3.413). Use _4 -8d common nails or_4 -10d box nails in each end of I % inch 20 -inch gage strap. 3.2.2.2 Wall Assembly to wall Assembly (table 3.4B). Use _4 -8d common nails or _4 - IOd box nails in each end of 1 % inch x 20 -inch gage strap. 3.2.2.3 Wall Assembly to foundation (table3.4B). Use _4 -8d common nails or _4 -]Oil box nails in each end of I% inch x 24 inch ASTMA653 grade 33 steel strap nailed into the studs in accordance with table 3.413 and lapped under the plate and nailed. Use —4 --inch square washers. 3.2.3 Overturning Resistance 3.2.3.1 Hold downs (table 3.17F). Use Hold down connection with capacity of _3488 lbs. 3.2.4 Sheathing and cladding attachment 3.2.4.1 Roof sheathing nailing (table 3.10). Use 8d common or l0d box nails nail interior zone, panel edge 6"oc, intermediate supports 1216c, perimeter edge zone, panel edge 6'oc, intermediate supports 6"oc. 3.2.4.2 Wall sheathing nailing (table 3.11). Use 8d common or IOd box nails nail interior zone, panel edge 6"oc, intermediate supports 12"oc, perimeter 4" edge zone, panel edge 6'oc, intermediate supports 12"oc. 3,.4.3 Floor sheathing shall be nailed with a minimum 8d common nails spaced at a maximum 6 inches oc on panel edges and 12 inches oc in panel field. - 3.2.4.4 Roof cladding shall be attached per manufactures specifications. 3.2.4.5 Wall cladding shall be attached per manufactures specifications. 3.2.5 Special Connections nat 3.2.5.1 Ridge straps (table3.6A). Ridge strap shall attach to opposing rafters. Use _3 -8d common nails or_3 -10d box nails in each end of I Y4 inch x 12 -inch strap. 3.2.5.2 Jack rafters (table 3.6). 3.2.5.3 Non -load bearing wall Assembly. (table 3.4C) Use connection with uplift connection load of_5821bs. For out -lookers spacing of 16 inches oc. 3.2.5.4 Connection around wall opening. 3.2.5.4.1 Header and or girder to stud connection (See table 3.7 header, table 3.8 sill). 3.2.5.4.2 Top and bottom plate to full height studs.(See table 3.5A Use _2 -16d common nails or_2 - 40d box nails to plate connection. Before final payment is made the contractor shall certify below that all items in this Code Compliance were built in accordance with the requirements above. I am the general contractor for the above construction project and I herby certify to the owner that the above information has been complied with. Contractor Before me, this day of 2003 Notary Public 1� Applicant/ Date. Owners Name: Reviewed: Architect/Date Engineer: 1:8441-1— X Submitted: SCTM 9: District: 1,000 Section: iL0 131oc*k: Lot: Project n Subdivision. Location:Name: Single & separate Required �/ eer(iflcmion: (Yes/No, Req. Req. Zoning Distrim 11,0(size: �4?xq Actual: Cl-� l (Lot coverage flrolxiscd Req. Req."Req. (From Yard0 ide Yard Proposed: (Rear Yard Proposed - Project Description: AGENCUERMITS Permit' REQUIRED FOR REVIEW W N.A. NO YES Number Suffolk County Health Dept. New York State D. E-. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation ??? Flood Zone: TAME / MAXIMUM SFAN WITHOUT STIFFENERS FIGURE 3A Apprpatmal6 Oallstlan (m.) of APA Poral Apprpatmma Minimum qO mph Dawan Wind Spaad SHUTTER ATTACHMENT -TOP $pon Rainy Wright lib./b.") Shalbr Span .11S -b, Fardal 32/16 15 30 n s FIGURE 3a SHUTTER ATTACHMENT-E01TOM 40/20 2 36 Do 48/24 2.4 48 09 48. 3.6 72 1.5 TABU 2 ESTIMATED DEFLECTION AT 120 MPH DESIGN WIND SPEED AT 15-R. HEIGHT FOR SHUTTERS WITH 2 x 4s AT 16 INCHES e,.c "A %..I Appreaimera Shover Spon (M.) per rafter Ceiling Jokito Top PLle(TocnailN) Spann P.O., Waipht fro./H.al 26 36 4e 60 72 44 16 32/16 2.5 0.2 02 03 0.4 0.5 00 - 40)20 ,. 2.9 0.1 al 02 0.2 04 0.7 1.1 46/24 3A _ _ 0.1 0.2 03 0.6 1.0 4R« 4.6 - - 01 0.1 0.3 0.5 0.9 Window and glass protection shall meet ASTME 1986.97 and ASTMS 1996-99 1 paragraph 6, or structural shutters with attached hardware provided. Details meet or exceed life requirements of New York State Building Code. Nue IlimLuu,'rJap, a'Irwn bcmm wJl piurU,' e,ry,J,um, pmmuon In. ha. her wm4 Tins pab"Iso canna notmmcnilaiwm to I,Iv g. Ant".uuha, lalal l k aing,nor .mm, ulade lnJ it e m,alicrmmi Nimulld,memmwsocan"r n, Lu punnuhniu,.Pubmiu and luNwureumd. the. Lahm air Jmipm by no coram npnsm JI .law ,ne dr," wmJ Orcwam use' ne ni A41 71i5, h"In'd,'R-ranwWlermm,sell cry. oalevi oma vaafi ynem and nis' if rarer gooddehe old badiago,erageng {Vldl yard de•eN anJ bullmng pnmmal Steps t i Consumeting shuturs 1, w, Amy, lables 1 and 2 in the Design Considerations dr. -tion m determine If sngeners arc needed. Ansuch sufftneras shown in Flab, 2. 2. Cut MA woad structural panels with adequate edge overlap Up amen, Ilaite. Oncm long panel AXIS Gp Ingth auris) of ,he panel m. shown m Figure 2, 3. Use a long brad or Inching fad a locule the framing behind the wood s,dmg. The was used [o awch fie shims and the sh Ucla must hit the framing to fie fully eeecti.. h. Nail shims to the Iratmng with 12d nalls Use l6d Falls tofshumsover 3/4 inch thick. far spans up to 5 feet, s'nace the Iwils b Inches o.:. a: wa r..im. krsp4w mxr 5 iter, space routs 4 inches GO. at each shun. (Figura 3a and 3b) 5. Attach the 61juoerswilh 6ouble• headed nails for case of later removal. (Figures 3a and 36) Use 12d milk for shII up m 3/4 Inch d*k and I6d and, for shutters ever 3/4 Inch thick. Fbr spans up m 5 feet, space the ads 6 orches p e at each end of the sinner land. For spans over 5 [at, space ark 4 inch. o.c ai each end of th5ahutmr panel. Nadmg the panel on'a0lo r sides, meatad djust fife two ends, wW further limit deftecdm: and m ,ti euengdl. 6: Any permanently Installad lw chwit , Shim or fc,,ming devices aur. k doslalled using nandard/acapmhle meth- - 0dsofw tPrproofmp,ABtbm&ntd holes must III, eealed. 7. After fabrication each,shunershould he masked for oltemdon and location res alrnpWy mtsnlladon. B, If shims are to be left in plug, use gdwnized nails and firlkb If siding or alermr aim. FIGURE 1 SHUTTER STIFFENER AETAC14ME14T-1/ EEOUnED r� f�'-NASne,rdaHw a /// ,IS 1.4 2/16•. Y by ¢m,ar will, IrdmwrM,a FIGURE 2 SHUTTERATTACHMENT-VIEW NOM W MON 022.4 w asiga1 W INCOW and GLASS PROTECTION Table 3.1 Nailing Schedule Numberaf Number of Common Nails Bos Nails rd ROOF FRAn11NG Typical Lateral Framing Connections rNail San., . Rafter to Top Plate (Tae -wiled) (m T;me3AA) (Sec Table 3.4A) per rafter Ceiling Jokito Top PLle(TocnailN) (m Table 3.4A) IF Table 34A)• f t ee fd5s Ceding Joist la Parallel Rafter (Fa-wrlN) ce free Table (gram Table 3.9A) 2-16d" Calk,Taim Laps (paee-nadN) pec fable 3.9A) face Table ]9A) caeM1b.,- cashlapCollar nner(F.m-miaw TiemetRa (Fame -nailed) fain 6q (see Table J.6q pertic Blocking (Taonniled) 2. Rd, 2.6d; 10 end oardtFather Rin Boort to RaOer(Bnd-wilalD 3-I6d YI6J 346d meh gen eel Top Plain m To, Plate(ree-nailed) Top Plates at lnrcncdimp(Fane-nailed) Sind to Stud prom -wiled), Header to Bride,(Poce-mile_) 2.16d' 4-16d 2-16d I6d 2-16d' 5-16d 246d I6d per,na per foot jomta -eaeb side 24"ac. I6"oc.alonged,a Tap or Bottom Plate to Stud pond -nailed) here Table 35A) Goo Table 35A) perstud Bottom Plate to Floor3oist, Bandjanl, Endjoigt or Blacking (Face nailed) 2-I6d° 2-16d" per foot lois([. Silk Tap Philc or Gimor(Toe-nai1N) a. Rd 4.IOJ per,na Undginglo Joist (Toe -railed) 2. Rd 240d machend "locking to Joist oFm-nailed) 2 -ad 2-I0d gal Blocking t. Sill .,Top Plate (T. -Malan 3-16d 416d each black Ledger Shop I.Boam(Foce.miled) 3-16d 4-I6d wchjolst 10,51 an Ledger to Boom(Toe-coded) 1 -Rd 340d grains, Hand Joist to Joist (End -nailed) 3-I6d 4-16d kgrPait Band legal rn Sill or Tap Plate(Toe-naden 2-1611 3-I6dpair fool Stmcmral Panel, ad IOJ (I. Table 3. lel Dtagnnaf Board sbmrhiag 8dlad 6' edge 112- field 1'u6"ral".8" 2-81 2 -led per s.P,.n I"a 10"m wider It, ]-IOd persuppnI 110" fiddfir d Swdural Panels Rd rod (see Table 3.11) Fiberboard Ponces 8dlad 6' edge 112- field 7/16" Gds - 3"edge/6"Said 25/32" IUP - 3" edge 16` and Gypsum Wallboard Sdcoolen 5deonlers 7" edge I Ida field Hardbaad Rd ed (res Table 311) Panmlebonrd Pwels Rd Rd (See rwnuDclurer) Diagonal Board Singular. 1"a6"or 1"a8" 2-e4 2-IOd per intend I"ale"orw,der 3 -ed 3-1ed_ ter'"Man Stmcmral Prig ['art. 8dlad 6' edge 112- field Rmuardbinr Ira I6d fledge /6'field Di.ga lBarad Sheathing I 1"s6'or l'i@" 2 -Rd 2-10d per a.". I".IVor wider 3-8d )-lod per rapper a ne e9mmme n. am eager an wan in...... as a ircmmaan<enmrar aha paid Nge. 1lwall shnrhing,<na11N J inehwamcenla aria panel edge M obtain lughershearupaNies, wiling FCRuormenN rorsuuclural memMmsM1all be doubled orahemaegama s. such., shear . plana, shall be used to maintain the lord path . When all chem sgis euntinuOUS over managed member,, the Unnamed numberofiall, .loll be pcnngnim-b. reduced to l -lad fail per fum. Commit. onnotat11gdaewpIrmgbut]p and d6gngenaplamm himiuN, check IRC for additional"Wriacais, Detail 2 - Single and Double Wall Garage Poral - -- 1. Ream to support foil and suppan post to loundirion Uplift canmClom may be reduced where Justified by talwlation. amummaamn Mmlamomcwmnrrwam 2. This detail AdIsCIs lateral load mqulmmenis of a Single rff--7 -- and Double Wall Portal system. R Is the designers responsibility Io PTOWdd a Comptsla load path for all leads in accordance with the governing codes. 3. System rating equals the sum of the Single and Double Wal Penal values - 4. Alternate Installation- A slim. a... 1-1.e shown above. The design rating lot this condition may then be evaluated as the sum Of the Individual W211 (pier) mings. individual Wdll (pier) ratings tot ORR Cond flon may 60 taken as hall of If Doubts Wall Portal values.' 5. Longer header spans can be accommodated it larger headers are used such that equivalent stiffness Is equal to or greater than that provided by the minimum header and maximum Isnglh Indicated, 6. LTP4 and LSTA24(ddsipn by omen) am minimum requlmments to achleW the allowable loads, NOTL: All roof edges. Valleys, hips, roofs with slopes less than 4/13 and roof penetrations sh dl receive ice Shield or eClUal. CROSS SECTION : 1 __ a END VIEW `a •... . �s1/ Typical Wind Uplift Connections �- CROSS SECTION END VIEW 1� CCe";i51�4 CODE COMPLIANCE DETAILS AND NOTES . STEPHEN ROSSETTf-.tRC: Q'rECT - 30 WARFIELD WAY -� SOUTEWAF-PON, NY - - �f GENERAL NOTES: The Architect will Plot have control or charge or and will not be responsible for construction means, methods, techniques sequences and programs in connection with the work. 1. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful orders of any public authority bearing ort the performance o, the work and shall promptly notify the Architect if the drawings and specifications are at variance therewith. 2. Owner and con'-, actor shall indemnify and hold harmless the Architect and there agents and employees from all claims, damages, losses and expenses including but not limited to attorney fees arising out of or resifting from the performance of the work pt ovided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness disease or death or to injury to or destruction of tangible property (other than the work itself) including me loss of use resulting therefrom and (2) is caused in whole or in part by any negligent act cr omission of the contractor any ,tubror.+-n.:a,; .,nyone directly or indirectly employed by any of them er indirectly employed by any of them or anyone for whosc ac.t any of then may be unable, regardless whether or not it is caused it par, bya par.v indemnified hereunder, 3. All codes emd regulations of N PS Budding Code shall guvern over all construction and installation. 4. All concrete to b, a min. 3,000 psi at 28 days. S. All footings to bear on virgin soil pressure assumed bearing capacity of 2 tons, 6, All framing and sheathing shall be grade stampec. 7. All Interior partitic+,s to bear on double Door joists or as noted, 8, Floor, ceilimi is[s to be Douglas Fir, Fle 8,' E = 1.6M or Trus Joist 9. ' Al sub -flooring shall be CDX N" min. thickness. All edges to be set o., solid blocking g Pled and nailed. TO. Wali snee[hing shall be 7/16" min. 11, Sheathing shell be naited per the 1 equirements of the Nt'.v York State' Building Code. 12. Solid blocking shall be provided for all joists.. Walls at mid point. Allow2" air spare for roofs. 13. All scads shall be nailed wits galvanized r nails per the requirements of the New York State Building Code. 14. All flush wood connectors shall be fastened with rated galvanized metal Simpson connectors. 15. All roof rafters shall be attached to the plates with galvanized hurricanr Tec, ly- down c,nnecitrs. 16. All pre- engineered lumber shalt be installed per mfg. Specifications. 17, All electric work shall California to latest rev. of the National Electric Code. 18. All plumbing work shall comply with NYS Building Code. 19. Kitchen slid bath to have exhaust fan as per NYS Building Cade, 20. Domestic hrn con Ix pines and heating to be insulated. 21. Provide clock type day/nigh. thermostat. 22. Doors and windows to be insulated glass. 23. Entrance dw-a to conform to NYS Energy Code. ?4. Provide smoke detectors es per NYS Building Code. 25. Provide (2) 2"x12" headers over any window and door openings unless otherwise noted. 26. All headers 6' or larger must have double support sCids. 27. All lumber and plywood must be grade stamp -d. 28. Openings for emergency use shall include doors or operable parts of windows located as to provide unobstructed egress to legal open spaces. Such openings she 11 not impede egress in an emergency, shall have a minimum area of 5.7 sq. R. with a minimum opening height of 24" and a minimum opening width of 20" with bottom of opening no higher than 3' 6" above finished Hour in all above grade stories. 29. Architect is not engaged for supervision in any capacity unless noted o:herweue. 30. All glass within 18" of finished Hour shall be safety glass, a Figura3104 Rfdse Beam Dataila Ratter--, ^Notched Ridge Bean, Rafter RItlCe Beam Henn 3.106 Ridge %lard -..dC.111.9 J01et Dehll Firure 3.100 RIdBaBoard and Rafter Tia Detail -' 1 USE A MINIMUM Of ING Nd NAILS THIS SIDE OF TRUSS. TOTAL FOUR INAILS INTO muss. I /�jrI Rd N INTO STUD Gable end brednR odde ad brxtin8 conJsuxf 2r4v' pbaJ M m 'X' paaern from ale top Cenla orme Babk to the houom<entnrhrammuclmtrm tni and fmm / the barren' center of the gfblem die top¢mer bm EII,14efotWltrd Scowpnerec,s dyElie two 3mch, 14yatym ward ecmws me gales nvee common -011- atmdl ao c,4 mWe t) gable and to each of the fom:ntsry Ft Simpson ipson Strong -Tia n51. r. "Doo Pled smirk" Figure/2-28 Nallln0 moos Per My sheaNlna In 120 -mph peak aOSI wind amu fm her case study building 0116 Table 12.6). Table 12.6 Studymmmesls kr the lmple Header S m n mJ 2 4 Ua+ AJ 94 Case Case Slntly Raol-12U-mph, Field 90 Re L 89 U7 3 -sen Peak Gus[,1]2-Inch- 100 Ca and L I,Y 219 9'nc 12' o c. 3' o.d. 4' no Thick Roof Sheathing with POnel Edges 4'lie. 6'o.c. Col mon Malls 130 lbs L .185 369 Y - 8 °'C' I 3 - Figura 12.40 Link a5-connecllon of window header 10 "fi eor wall FlBura 3.70 Culling 13racln8 Gabin F.Adwall '- Figure 3.76 Floor Bracta8 Endwalk alae•Irx.eu e•Itn-.\ / Callrt Tb (Cel1•e Muni / (L«n.w rn,anx taw •: LNDWALL TITI GGA____ > = �,...._-...�.._._„ • A I 1 I - r=7- 111ACKING- I L `BLOCX W -r R•lin ala - I ' ® iFeRm si d ftecnw In heir at, ' x/•ale «•p) ' a I Y4 -x24- STRAP Q 16^ OC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground snow load Vr ;nd Seismic design category Weathering Frost line depth Termite Decay Winter design temp. Ice shield underlayment req. Floud hazard L BOLTS FOUNDATION TIE DOWD DETAIL Scale F'= 1'-0" 45# 120 mph B Severe 3 feet Moderate to heavy Slight to moderate IIB No MINIUM UNIFORM DESIGN LOADS Live lads_ Rooms other than sleeping 40 psf Sleeping roams 30 Decks 40 Attics with storage 20 Dead loads (actual weight Ornlateriais) F loor construction 10.7 psf Wail construction 6 Roof construction 9.11.3 Snow load, 3,7 Header uullnuuxoon Requirements for Wind - Exposure B' wind speed Ao(f Spm (ft) lmple Header S m n mJ 2 4 Ua+ AJ 94 85 L 79 ISR Ue+ fit I2J 90 Re L 89 U7 I mmd U;+ 9) 186 100 Ca and L I,Y 219 I ofConnectmn U°' 12] 255 110 L IJ2 26J I at tach Ua+ 165 331 120 Lod L IS] 315 I of l leader U'^ 207 413 130 lbs L .185 369 1S U+.+ 251 140 j L 2d Ua+ 150 L 299 246 fi 141 237 185 266 278 J28 382' M7 196 4]2 620 554 302 753 438 598 492 12 a 108 316 246 354 371 bJl 510 529 6,:1, 630 826 7)9 643 89] 718 10 235 )95 308 413 461 547 637 661 p27 ]87 lo)J ION ('S7 1.35 984 9S4 12 293 474 369 SJI 557 656 165 794 992 94q 924 1255 1071 1494 230 14 330 552 43i 620 650 765 892 926 IISt 1102 12]9 ties 1306 1283 1793 1476 3 63 2 A92 708 743 874 1020 1058 1323 1446 1293 1757 1500 2092 1722 2 2 700 79 93 69 145 1259 1652 1479 2009 1714 2391 1966 ' 4 139 158 187 177 290 109 219 202 404 132 264 151 332 183 405 210 481 246 6 209 237 290 266 435 32"" 605 265 397 528 31; 664 369 910 428 967 492 24 8 279 316 374 354 580 437 807 529 752 1056 472 630 996 554 1215 643 1431 738 10 349 395 467 443 725 547 1009 661 1321 787 1327 1659, 5.19 1620 857 1934 984 12 418 474 561 531 870 656 1211 794 1585 944 1991 924 1108 2025 1071 2418 1230 14 488 553 654 520 1014' 765 1413 926 1849 1102 2323 2430 1285 2901 1476 559 69 149 708 1159 879 1614 1058 2113 1259 2655 1293 1478 2035 3240 1500 3385 1722 2 3 93 79 126 69 198 109 277 132 364 157 459 185 561 1714 214 3169 670 1968 4 6 106 159 252 177 3% 219 554 265 728 1 315 917 369 1121 429 1340 246 492 8 279 237 378 266 594 328 832 397 10921 472 1376 554 1682 64J 2011 739 36 10 372 465 316 504 354 791 437 1109 529 1457 630 1834 79 2243 857 2681 984 12 558 395 474 636 756 1 443 989 547 13116 661 1821 7117 2293 924 2803 107, 3351 1239 14 651 553 531 1187 636 1661 794 2185 944 2732 110833641 1285 4021 1476 _- 16 1 744 1 632 883 lona 620 lies ..... 765 "1. 1943 --,- 926 2549 11021 3210 12 933924 1500 4692 1 1722 U - cionsi uplin load. - .+m nw SJfi3 1968 ' L v Comakr ldeN load (perpmdmWrz to the wnli). t Tnbulekd Intent execution mquimmen,shell be permitkd to be multiplied by 0.75 and 0.92, reepecl!vely, for homing not landed within 8 feet ofbuilding comers, 1 Tnhulded framing holds ineurn a building located in Espomrc B. Tehuleted ephR a,fo re ace, osason o mofsad ailing wsembly dead lwd of9 EST (0.6 x 15 psf=9 psi). Tabulated uphill loadsam spadieJ for headers supposing roof•ssembly When calculonag SEND loads for headem supporting near heeds, the mbuhtnluphn loedsandI be p,monad ft, be arduEEdb 30 u Ines the hcoder soon formch tell well above, Table 3.8 Window Sill Plate Connection Requirements for Wind -Exposure F Three Second Gust _ Wmd Speed (mph) 83 90 100 110 120 130 140 1 150 1Vmdow gdl Sr« RequtmdLmeml Caocily el"Pecolien el Each End or 4 J47153! 177 219U7944 5 1369 1421 492 6 266 3262 359 643 AB 8 354 4370 7J9 AS] 994 10 443 5P] 1 9.1 1071 1235 '2 656 1:08 lBSI N7614 620 7652 1293 1500 1722_- 708 17491479 1714 Is - 191,+.iced upl:R and likral sou ncfim reya,, c' - •hall he '--'- fmmusod;0 be oceiplied by 0.92 far finn•mg vat located wdo, 0 feel of building canwrs. TnbulahC fmmine foods assume a bullet 4.5 psf CODE COMPLIANCE BETAILS AND NOTES . STEPHEN ROSSETTI-ARCHITECT30 WARFIELD WAY -- SOUTHAhD TON. NY TABLE I MAXIMUM SFAN WITHOUT STIFFENERS Appr.aipo.. Della ns n (I..l o1 FIGURE 7A APA Fara. Argentina... M.A... 120 mp1, Damen Wind Spend SHUTTER ATTACHMENT -TOT Spnn Rating Weigh111bJfL11 $huller Span .115-A."eight 32/16 1.5 30 0.5 HGURE 311 12d Doebl. nil dcdnin n ` h IP. a- Yamin Y ip) N,ar Ihv aLuuu dorNrdw.n in"n ad l pwrale •rrdwm F-Ente. scan hamane.fane ward, T r s pubbnuon sonmw nmmmendnlarem a a gudemdy 1, does nm,mfde alpai Lb.Luuer,. "W. aur L.Ica t',"Ems, ma rhe taller vlu' a'4cardlpandhandw, bad, Lbprurom dr,gr by and.a.'sp meal. These thrum, Jap by no cams mmaem Vl Wide he deayy, out prey ,n mrd n board on N1, 1v 5.d., Ladd ipuwnvrA u4kfmwunll wnlully iaaee hx,vem d,k4,1(,w . ry mak any mud,Rme m.nt carnes, wbh g„od,kdpn End beI.,'e or, SWPS L I Coon grandng Shutters 1. IL•new rabies I and 2 in the Design Concatenate. serdpn to determine it sli@ncn are needed. Alatch sulfarler as shown m Fly. 2, 2. Cul APA wood smicfuml web with adequate edge overlap m one cove nail,, Ode1b long panel axis tsn.ngrh nidi) of sip puml car ulaawn In Figure 2 3. Use a lung brad or Gruen, Win la[.rC the forming behind the wood aiding. The noes Iced to amch he Shims and the shmtcrs or, hit de framing to be fully effective. 4. Ned shims to the framing with 12d baits. UR I6d nulls for shims over 3/4 Inch Ehlcle for spans up to 5 feet, space the nmis 6 Inches o ;, a. cm ,;:aim. for spans over 5 feet, space Funds 4lnches o.C.:n each shoo (F'rgurES 32 and 3b) 5. Aunt the shuners with double. headed mals for ease of htnrremoval. (Figures 3a and 36) UR 12d nails for shutters up to 3/4 much thick and lad mils for slmuere over 3/1 Inch d1¢8 Pot'Pa. up m 5 feet, space the mails 6 inch. trc. at each end of the shutter panel Por spare over 5 ket, space mils 4 inches o C. of each end of die larger panel. Noting the panel retell to ,'sides, In Lead ofjust he two ends, will fatter limit dc0ecti.r. and mHMllmsmnglh, &'Any pennmendy bructurd hatdwan, Chums or farming devices muC:4 Jr tailed using standard/ c publemeth- odsofw.mrproo6np.AllabNldoned holes MUSE B. Caled. 7, After fabdtvuon each,shulter should be marked for embodipnand loculon m slmpul, lnsulladon. S. If shims me to be left in place, use Gedvar ed nails and frdsh Ilk, siding moi,@ or amdor ram. 40/20 2 36 05 - 4044 2.4 40 09 ago, 36 72 • 15 J Time] 2 ES HEATED DEFTECTION AT 120 MrH DESIGN WIND SFEEU AT IS -FE HEIGHT FOR SHUTTERS WITH E X Star 16 INCHES o.c. APA Panel emancipate Shuner Stop (I..) per rarer Sewn Rofinp Weight pb✓N.]) 24 36 44 60 12 e4 96 32/16 2.5 02 0.2 0.3 04 05 0.0 - 411/20 . 2.9 0.1 01 0.2 0.2 0.4 0.7 1.1 40/24 34 - - 0.1 0.2 0,3 0.6 1.0 {gas 46 - - 0.1 0.1 03 0.5 09 Window and glass protection shall meet -onn,i;q ASTMS 1886-97 and ASTMS 19969Y -Trailing paragraph 6, or Structural shutters with attached hardware provided. Details meet _--_ _cn„p or exceed the requirements of New York Slate Building Code. FIGURE I SHUTTERSTIFFENERArTACWAENT-IFEEOUIRED ^ A� /'�AMSN,pr4 n y-I22.Te4 3/16'. Tlop&n ee eehferdr.ylwe FIGURE 2 SHUTTER ATTACHMENT -VIEW M"OUTLOe Table 3.1 Nailing Schedule Numberof I' Number of Join( Description Cominrn Halls Uos Nails _Nail Spacing RODP FFAM1fING Rnnerto Top PLtu(Tue-nailed) (see T.ble3.4A) (see Table 3AA) per rarer Ceiling lonuo Tap Plate (Tocwiled) (am Table 3.4A) (see Table 34A) a per Hist Ceding Joist to Ponder Raine, dance -suited) (am Table 3.9A) (see Table 3.9A) raids- Ceiling loin La.t Over Paniu.m(Pace-baled) (ice Table 39A) (see Table 3.9A) cast, lap F Collar Tre to does,(Fnce-nHlern ' (tee Table 3.6A) (see Table 3.6A) genre mockine to Ranet(Toe-naden 2 -Ed; 2 -lad cash end R, n board la"net (Bnd-naded) 2-16d JARS each end __... Top Plate to Top Plate (Pace -nailed) 2-I6d' 2-I68 per fool Team PME1.1haersestirns (Faccnale4) 4-I6d 5 -led bines - each aide Sum to Stud(Face-baled). 2-it2-16d 2-10d 24'oc. His demo Header(F.ce-nal.) led Ifid 16" o e. nlnngedges Topp Bottom Plate to Stud (Eralpailed) two Table 3.5A) (So Toble3.5A) E,,,.d Bottom Plate to Floogolst, Bundjoish Endjoisl or 2-I64'" 2-I6d" per foot Blocking (Pace -mined) 3-I6d 4-I6d Ierjolst- IOK-Maa FIAT I laid him 1. Sill, Top Placa or Under(Tue-Imilcd) 4 -Rd 4-10d pegmil°' Emitting to Joist (Toe -nailed) 2. Rd 2-10d cosi. end Backing to Joist (1'oe-nailed) 2- ad 2-10d each end Blocking to Sill or Top Plate(Toe-nmled) 3-I6d 4-I6d each block Lcdger Strip la Bantu(Face-nmlea) 3-I6d 4-I6d cachjoist Joist on Ledger to neam(Toe-naden 1 -Rd 340d pegolst Band Joist o Joist(End-nailed) 3-I6d 4-I6d Ierjolst- Band)onnoSlitairTapPlate(Toe-nailed) 2-I6d' 3-16d per torn Structural Panel, 8d led (see Table 310) Diagonal Board Sheathing I'm" or I -m- 2.84 2-IOd retrapped I"x10"or wider, 3 -ed 3 -rod Persupp.H CELI LANU bit EA1 HINo G3Tsnm Wallboard 5d coolers 54 sunders 1"edge/10"field NVALLSHEATHING 5tmclanl Panels BJ Wd (sec Table 3.11) Fiberboard Panels 7/16" up - 3"edge, /6"field 25/32" ad' - 3"edge /6'field Gypsum Wallbared 5d stolen Sul cooler 1"edge /10"field Hardboard Bit Ed(ser Table 111) Padidebond P.mels ad ed (sa rvanamemrer) Diagonal Board Sheathing I xVor I-xe" 2-8d 2-10d air wppod I'a IV air wider 3-8d 3 -los per&.prod FIIAORSHEATHING _ Structural Panels ' I- or lea Rd 1Ed 6'edge /12'Bem grean H,an 1" led 16J 6"edge /6"Fain interval Board Sbmtmng I-re'or l'k@" 2-8d 2.10d Per support 1"a 10or wider 3-8d 3-I01 per support Nailing requirements an based an. Card edge eo.bmin higher shear es them, &hall be used or maintain the F When wall aheamtng b economist Detail 2 - Single and Double Wali Garage Portal 1. BeamltsUPPod Ptslandeuppea PNItatounddllan uplllt Cannec om may be redood Whete luiglled by calculations. 2. This detail Mllects lateral load requirements of a Single and Double Wall Pedal system. II is the desdomt, responsibility to PmWde a Complete load path for all loads In aa:ordance wig the gaveming Codes. 3. System bring equals the sum of the SingM and Doubts Wa'1 Pedal values. 4. Alternate hlstallallon: A single niece header headers may then be evaluated as the sum of the meaning Wall (pert )atinpAndmdml wall used ratings lot this condition may betaken as hall o) their Double Wall Portal values. - 5. Langer heated spans can be attommodaled it larger headers are used such that equivalent stillness le tied to or greater than that provided by the minimum header and maximum length Indicated, 6. LTP4 and LSTA24(design by others) are minimum requirements to achieve the allowable toads. NOTE: All roof edges, Valleys, hips, roofs with slopes less than 4/13 and roof penetrations shall receive Ice Shield or equal. vube panel edge If wall shmtt,mg II balled 3 mebee oncrnler H the . and members UcIl bedoublcd, or alNmae conn..... such., shut, number.emirs alien be penni0ed tube aniseed m 1 1bd ..it per fool. check BIG fonaddinowl remimme.S. in N FLOOR JOIST a N Typical Lateral Framing Connections. CROSS SECTION B END VIEW , Typical Wind Uplift Connections �- CROSS SECTION END &VIEW CODE COMPLIANCE DETAILS AND NOTE ,w STEPHEN ROSSE?'TI-FRC fraCT 30 WARFIELD WAY' WINDOW and GLASS PROTECTION SOUTHAIM TON, NY / GENERAL NOTES: The Architect will not have control or charge of and will not be responsible for construction means, methods, techniques sequences and programs in connection with the work. 1. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful orders ofany public authority bearing on the performance oithe work and shall promptly notify the Architect if tho drawings and specifications are at variance therewith. 2. Owing and contactor shall indemnify and hold harmless the Architect and there agents and employees from all claims, damages, losses and expenses including but not limited to attorney fees arising out of or resulting from the performance ofthe work provided that any such claim, damage, lass or expense (1) is attributable to bodily injury, sickness disease or death or to injury to or distraction uftangible property (other than the work itsel0 including the loss of use resulting therefrom and (2) is caused in whole or in part by any negligent act .a' omission of the contractor any sulu;an' a.loq anyone directly or indirectly employed by any of them r r indirectly employed by any of them or anyone for whose eco any of them maybe unable, regardless whether or not it is caused in par: by a part' indemnified hereunder. 3. All codes and regulations 6f N 3'S Bu:lding Code shall gavern over all construction and installation. 4. All concrete to b. it min. 3,000 psi at 28 days. 5. All footings to bear on virgin soil pressure assumed hearing capacity Of 2 tons. 6. All framing and sheathing shall be grade stampec. 7. All interior partiticas to bear on double ffoorjoists or as noted, S. Floor, ceilinejoists to be Douglas Fir, Fb 8r; E= 1.6M or Trus Joist - 'AT sub -flooring shall be CDk y!' min. thickness. All edges to be set o., solid blocking g tied and nailed. 10. Wall sheathing shall be 7/16" min. 11. Sheathing shell be naled per the 1 equirements of the Nt w York State Building Code. Figura 3.100 R;dgs Roam Details - 12. Solid blocking shall be provided for all joists- Walls ret mid point. Allow 2" air space for roofs. , 13. All s:cds shall be nailed with -galvanized nails per the requirements of the New York State Building Code. 14. All (lush wood connector shall be fastened with rated galvanized mem] Simpson connectors. 15. All roof rafters shall be attached to the plates with galvanized hurricane Tea ty- down connectors. 16. All pre- engineered lumber shall be installed petmfg. Specifications. 17. All electric work shall conform to latest rev. of the National Electric Code. 18. All plumbing work shall empty with NYS Building Code, 19. Kitchen and bath to have exhaust but as per NYS Building Code. 20. Domestic hot wnitsr pioesand heating to be insulated. 21. Provide clock type day/nighr thermostat. 22. Doors and windows to be insulated glass. 23. Entrance doov to conform to NYS Energy Code. ?4. Provide smoke deteclurs as per NYS Building Code. 25. Provide (2) 2"xl2" headers over any window and door openings unless otherwise noted. 26. All Insider 6' or larger must have double support sheds. 27. All lumber and plywood must be grade stamped. 28. Openings for emergency use shall include door or operable parts ofwindows; ]orated as to provide unobstructed egress to legal open spaces. Such openings shall not impede egress in an emergency, shall have a minimum area of 5.7 sq. a. with a minimum opening height of 24" and a minimum opening width of 20" with bottom of opening no higher than 3'.6' above finished floor in all above grade stories. 29. Architect is not engaged for supervision in any capacity unless noted otherwise. 30. All glass within 18" of finished Boor shall be safety glass. Rafter- -Notched Rafter Ridge Beam Ridge Bean, Figure 3406 Ridge Taard end Calling Jelat Detail /Rldp soaN �2ra a sin P aean Figure 3AOd Ridge Board and Reiter Tip Detail n 1 USE A MINIMUM OF B96 Bd NAILS THIS S10E OF TRUSS TOTAL FOUR Bd NAILS / INTO TRUSS,! t ' Bd NAR INTO PLATES Gabia and IsmanR Goblc aulbncing comlats of 2qS Pi in an -X' Pall m from the tap center of die gable m the bmmm comer hmtt of me 1.1bol true, and from \{n the bonom¢nter of me gablem the top center bmceofmrionmtmv(acergure3) Uscrxvo 3 -inch, 14-,acW wood screws or two 16dg,dva- � -11-1 common tads m anadt the 2r4s1 to on, V al gable and torich oflTefour ma - Fl Simpson Slrong-Tia 17 figure 3. Gabq btu am•Ing Figure INx8 Nailing renes for roof Staining In 120 -mph peak gust wind 2dne 1m We case study Galahad (sea Table128). Table tab Notting fluquimu1m11s for the }y+ht. vv as rarwr� Case Study Hoof -120., mph 3 -sec Peak Gust, 1...Inca. Thick goal Shealong with ad Field 8'ae. 12'a.c. 3'o.d. 4'u.e. Penel Etlgu 4•oc. 6'o.c. Continual Weathering ' Figure 12-40 Link 85-connecllan of 3 feet Termite "Is Jack Window and.. window header to exterior Winter design temp. 11 B wall. acir of Connection uEnch End ofiimder lbs tt Figura 3.7m Calling Bracing Gable Enc wail --- ad Cmlrr Hall$ 010" 2.14' Flock edged to t brace with 4.104 mita annual se Cools Ntln at r Figura 3.7b Floor Bracing enthrall ea..as nasuon ENOWaomAletlmn Assembly DL=15 s a Ground snow load 45# Vrind MMal snap Seismic design category B Weathering Wall and id 3 feet Termite "Is Jack Window and.. Slight to moderate Winter design temp. 11 B uiictc acir of Connection uEnch End ofiimder lbs tt 32a Figura 3.7m Calling Bracing Gable Enc wail --- ad Cmlrr Hall$ 010" 2.14' Flock edged to t brace with 4.104 mita annual se Cools Ntln at r Figura 3.7b Floor Bracing enthrall 20 Gap Shad L. �-FIOCKIKW SECT'.m a -A O.M. 1 r% "x24^ STRAP @ 16- OC e.v CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ea..as nasuon ENOWaomAletlmn Assembly DL=15 s a 20 Gap Shad L. �-FIOCKIKW SECT'.m a -A O.M. 1 r% "x24^ STRAP @ 16- OC e.v CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ea..as nasuon ENOWaomAletlmn Assembly DL=15 s Three Second Gust Ground snow load 45# Vrind 120 mph Seismic design category B Weathering Severe • Frost line depth 3 feet Termite Moderate to heavy Decay Slight to moderate Winter design temp. 11 B Ice shield underlayment req. No Flood hazard L BOLTS FOUNDATION TIE DOWD DETAIL Scale 1"=1'-0" MINIUM UNIFORM DESIGN LOADS . Live loads: Rooms other than sleeping 40 psf Sleeping 170 3ms J0 Decks 40 Attics with storage 20 Dead loads (actual weight nfmaterilds) Floor construction 10.7 psf Wall construction 9.6 Roof construction 11.3 Snow load, Table 3.7 Header Connection Requirements for Wind - Exposure 8 L - Comecla hteailood (perpendreWa la me tall). I Tobulaed lateral conmetion«qumeal shall be promise to bemltiplrtd by 0.75 and 0.92, respectively, for framing not located within 8 fart unloading cameo. r Tda l.n d framing lads.,.es bmidmg lonakd in Failurm B. I Tabulated uplift requirements assume a mofend ceiling assembly dad load ON pef(0.6x 15 psf- 9ps0. Tabulated uplift loodenesperifted for hiders supporting reafaacmbly. When calculating uplift loads for header, supporting poor loads, the ububled uplift loads shall be permitted to be reduced by 30 plf tines the header soon for each full wail shove, Table 3.8 Window Sill Plate Connection Requirements for Wind - Exposure I Three Second Uun Wind S;:itbir,) 85 9D 100 110120 130 140 150 ' Window Sill Stun I Required Lamnl Capacity ofConnectionm Each End of (R) wi.l.-sal m,n. nil, eta a ea..as nasuon ENOWaomAletlmn Assembly DL=15 s Three Second Gust 2 7Y I 89 109 wind Slwed(Mph) 85 90 100 110 120 130 140 150 Roof Bpm Header Re uiictc acir of Connection uEnch End ofiimder lbs tt 32a an 472 S14 643 7308 ;'354 '3] 529 630 779 857 984col J.. 737 1071 (R.) In" L 04 L Uaa L & L & L Us4 L 111708 L 879 1058 (p,) 1714 IS ._ U1d U''• L 2 4] 79 62 89 9] 109 127 132 165 ISJ 207 •185 251 214 299 246 '4 94 158 12l 177 186 219 255 265 331 315 413 369 502 428 598 492 _ 6 141 23T 185 266 2T8 328 382' 397 496 472 620 554 ?SJ 643 097 738 12 8 fab 316 246 354 3]1 dl] 510 529 6.51. 630 B26 7l9 1004 PST 5.35 9045 10 235 795 308 M3 464 547 637 661 027 787 10)3 924 1255 1071 1494 1230 12 283 474 369 531 557 65fi 765 794 992 944 @39 1100 1506 1283 1793 1476 14 330 55] 471 620 630 ]65 892 926 1157 1102 1446 1193 1737 1500 2092 1722 16 37] 632 492 708 743 874 1020 Win 132] 1259 1652 147fl 2009 1714 1391 1968 2 70 79 93 89 145 109 202 132 264 157 332 1115 405 214 484 246 4 139 158 187 177 290 219 404 265 520 316 664 369 010 428 967 492 6 209 237 280 266 435 i2; 605 397 252 472 996 554 1215 643 1451 738 8 279 316 374 354 580 437 807 529 1056 630 1327 1.19 1620 24 857 1934 984 10 349 395 467 443 725 547 1009 661 1321 707 1659 924 2025 1071 2418 1230 12 418 474 561 531 870 656 1211 794 1585 944 1991 1108, 2430 1285 2901 1476 14 486 553 654 620 1014 763 1413 926 1849 1102 2323 1293 2835 1500 3385 1722 16 55: 632 748 708 1159 874 1614 1058 2113 1259 2655 1478 3240 1714 3869 1968 2 93 79 126 L9 198 109 277 132 364 157 459 185 561 214 670 246 4 186 158 252 177 396 219 554 265 728 315 917 369 1121 428 1340 492 6 279 237 378 266 594 328 832 397 10921 472 1376 554 1682 643 2011 738 36 8 372 316 504 354 791 437 1109 529 1457 630 1834 739 2243 857 2681 984 „ 10 465 395 636 443 989 547 1386 661 18: 787 2293 924 2803 107, 3351 1230 12 558 474 756 531 1187 656 166] 794 211 944 2752 :106 EN. 1285 4021 1476 °^• 14 651 553 803 620 3785 765 1941 926 2549 1:03 33:0 1297 3924 15013 4693 1722 I6 744 632 1009 708 1583 8]4 2218 1058 2913 1259 3669 1478 4405 1714 5]62 1968 L - Comecla hteailood (perpendreWa la me tall). I Tobulaed lateral conmetion«qumeal shall be promise to bemltiplrtd by 0.75 and 0.92, respectively, for framing not located within 8 fart unloading cameo. r Tda l.n d framing lads.,.es bmidmg lonakd in Failurm B. I Tabulated uplift requirements assume a mofend ceiling assembly dad load ON pef(0.6x 15 psf- 9ps0. Tabulated uplift loodenesperifted for hiders supporting reafaacmbly. When calculating uplift loads for header, supporting poor loads, the ububled uplift loads shall be permitted to be reduced by 30 plf tines the header soon for each full wail shove, Table 3.8 Window Sill Plate Connection Requirements for Wind - Exposure I Three Second Uun Wind S;:itbir,) 85 9D 100 110120 130 140 150 ' Window Sill Stun I Required Lamnl Capacity ofConnectionm Each End of (R) wi.l.-sal m,n. nil, eta a ' T. -,,ted upIA and talent can eo'ian nym•emem+ shut[ be ----- pemnned:a be mutbplled by 0.92 for framinl not Treated wi6Me e feel fbuild.. comers: s Tabuhtc_fnming loads "aunts aboddina ticaled in Exposure, b 45 psf 1 CODE COMPLIANCE DETAILS AND NOTES . STEPHEN ROSSETTI-ARCHITECT 30 WARFIELD WAY - SOUTHAh1PTON• NY /7, 2 7Y I 89 109 132 157 185 214 2a6 4 219 263 315 369 428 492 6 266 32a 797 472 S14 643 7308 ;'354 '3] 529 630 779 857 984col J.. 737 1071 �23a 620 9* 944 1108 2115 14 765 ?26 11021 1291 ISOOI 111708 879 1058 4 1478 1714 IS ._ ' T. -,,ted upIA and talent can eo'ian nym•emem+ shut[ be ----- pemnned:a be mutbplled by 0.92 for framinl not Treated wi6Me e feel fbuild.. comers: s Tabuhtc_fnming loads "aunts aboddina ticaled in Exposure, b 45 psf 1 CODE COMPLIANCE DETAILS AND NOTES . STEPHEN ROSSETTI-ARCHITECT 30 WARFIELD WAY - SOUTHAh1PTON• NY /7, �KNadOOFING WFELT - - tiN1 1[00*4 M411AATW4 SECTION 45 -IOC �9 - NN CODE. • .. OFW AOGA F.LAfWNp +. '••T.. '.' W x 4 TnIM �S NOTED ow 200A FLAwwm, . ?v, THIN o" muss L Ewes A} x 4_'. moo i x x 4 RAFTER I I COlftSMONMOPING -- +SpA FSLT "k'x 4 AWt E � a,r cDx wLrwooD iN1ATNIN0 KaWQL1D, '` �9 DSK WERE AM PLAN w aFt$AM2dAAAq • 2 x 4 04 ALOCKNO 2 x 12 ram JOAR' 1 .Ari^ tq�I,'>c AIAaLA, ORT. Gtmim - iATt a: x A MAMA 2 x 4 Ate.' 112. Oni r veNTjyT Nr''st1N5T AOAi1p 104 VAN 1 ` 1)♦LTA 4941 MLT . III' Oft RYW000 "AYH" AANolI21k ALAAJm01F II V~ SIX r u , C,r`n i2 N AVA 17(aZ z496 �q�6 96 - - 3'� r//'7/ J ox C 7 I`G AS'HL , 2 ALL Cpay CTION SHALL :ET THE RE U MENT90FTHE ODES OF I YORK STATE. L;tHTI I ATION OF NAILING & C NNtCTIC RE IRFFT jjETjAIN 6 AURSU -OF'TH SECTION 45 -IOC �9 - NN CODE. z496 �q�6 96 - - 3'� r//'7/ J ox C 7 I`G AS'HL , 2 ALL Cpay CTION SHALL :ET THE RE U MENT90FTHE ODES OF I YORK STATE. L;tHTI I ATION OF NAILING & C NNtCTIC RE IRFFT jjETjAIN 6 AURSU -OF'TH SECTION 45 -IOC NN CODE. —pip an �S NOTED ?v, i I I -- �9 z496 �q�6 96 - - 3'� r//'7/ J ox C 7 I`G AS'HL , 2 ALL Cpay CTION SHALL :ET THE RE U MENT90FTHE ODES OF I YORK STATE. L;tHTI I ATION OF NAILING & C NNtCTIC RE IRFFT jjETjAIN M WATER RUNOFF AURSU -OF'TH SECTION 45 -IOC NN CODE. —pip an �S NOTED DATE: 3 '�- & J Ij SLI �Y✓J1_l� .__- C'C�� r�h';. .f �l FEE: D.�/o NOTIFY BUILDING D P TMENT AT TU. $ C"C?rT` �/�� •"/'� F (JJ" '�7 5-1802 8 AM F FOR THE FLOWING IN T REQUIRED UNDERWAAERSCERTIFICATE 1. FOUNDATION AEOUTAED FOR POURED CRETE 2. ROUGH - F 2 PLUMBING 3. INSULATION 4, FINAL • CON U TION MUST BE COMPLETE F C.O. MORN— - /� ALL CIREME CTI N SHALL MEET THE REQUIREMENTS F HC CODES OF NEW COMPLY WITH CHAPTER 46" YORK STATE. N T ESPONSIBLE FOR Fl nnn nn�p _....___.__.........___... DESIGFL.O UCTION ERRORS. 41 0R —- 1, USE IS WFUL WITHOUT CERTIFICATE OF OCCUPANCY i rfrY F,, ;YNY y� 0 ctp'n4z F F /%/ �Zr V% j'`,%L AX/ \T a 1. — b. i — - - I N tL�L I { i • I� � CG z446 74�G '��19-� 3"!I ----- —2'z - - ------ 30 �01 -- 771 1. — b. i — - - S cok; Jae wll of I`Y 4 I E ! CN 1 I kf''V/ �. AL -CONSTRUCTION SHALL y _ I MEET ''Hi i REpUIRSMENrg OF THE OF,NEW �GHkSTATE. zl G U✓� 9 I %%; �r�� - ?f ,NEW d:FIFIGAT.IGNQ — NA LI & .CONNECTIi C�NS REQUIRED. ° APP 0 EDASNOTED DATE:4 B.P. i 3D/ & FEE:. O5, BY: NOTIFY BUIL )ING DE ARTMENT AT 766.7602 81 A TO 4 PM FOR THE I FOLLOWING IS ECTIONS: I. FOUNDATI N - TWO REQUIRED FOR POU :C CONCRETE 2. ROUGH • F .uNG & PLUMBING S. INSULATIO 4. FINAL - CC DUCTION MUST BE COMPL ' AOR C.O. SCEAiIflCATf v-- — -CONSTRI r ON SHALL MEET THE ��—•------- --'-- QUIREM OF THE CODES OF NEW (,I) { ORK STATEI Nps RESPONSIBLE FOR ' ESIGy OR, CONSTRUCTION ERRORS. — RETAIN STQR�AZyyATER RUNOFF -., r Z } PURSUANTTO ECTJON 45_TDC , 2 p D Z0 F THE TOWN CODE. IlhJll �� CCUPANCY OR COMPLY IT , PTFw$'; USE IS UNLAWFUL FLOOD DA*.�F'fi�Y/E----— SOUTHOrD >,-N-e—�c=—_.-..-=--"---------------,------- - WITHOUT CERTIFICATE /w OF OCCUPANCY 0 s Ho �1 0 Vl"('