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Home My WebLink About32504-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33335 Date: 10/15/08 THIS c~KTIFIES that the building ADDITIONS Location of Property: 14695 MAIN RD (HOUSE NO.) County Tax Map No. 473889 Section 114 Subdivision Filed Map No. __ MATTITUCK (STREET) (HAMLET) Block 8 Lot 5 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 16, 2006 pursuant to which Building Permit No. 32504-Z dated NOVEMBER 20, 2006 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 MINOR ADDITIONS TO AN EXISTING DENTAL OFFICE AS APPLIED FOR. The certificate is issued to ALEX & AFRODITE BOUKAS (OWNER) of the aforesaid building. SUFFOLK COUNTYDEPARTMENT OF HEALTH APPROVAL EL~L-rKICAL CERTIFICATE NO. PLIERS CERTIFICATION DATED N/A N/A N/A /~~A :horized Signature Rev. 1/81 Form No, 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANSY, This application must be filled in by typewriter or ink and subnfitted to the Building Depatltment with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, properly 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 siinilar 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 bnildings 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, Conunercial $15.00 l)ate. New Construction: Localion of Property: /Z/~ ~" House No. Owner or Owncrs o]['Property: Old or Pre-existing Building: ,%;. M. Street Suffclk £ ounty lax Ivlap No 1000, Section ~ 75 8~ ff Subdivision Pcrnlit No. 3 d ocoq I lcallh i)ept. Approval: (check one) Hamlet Block_.. /q Filed Map. Date of Permit.....fi-2¢' 0 ~ Applicant: Undcm'riters Approval: Lot Lot: 1)lanning Board Approval: Request for: Temporary Certificate Fee Submilted: $ ~ Final Certificate: (check one) Apphcant Signature Condon Engineering, P.C. New York State Licensed Professional Engineem 1755 Sigsbee Road Mattituck, New York 11952 condonengineering.com 631-298-1986 Fax 631-298-2651 February 4,2008 Mr. Michael Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Permit No 32504-Z - Dr. Boukas Office Renovation Dear Mr. Verity: I inspected the framing and strapping at the new front entry addition at 14965 Main Road in Mattituck and to the best of my knowledge, the addition as constructed is in conformance with the New York State Building Code. If you have any questions please call me at 298-1986. Yours truly, ._ ~ ~' ~...~ ~,~ .?~ '~ 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. 32504 Z Date NOVEMBER 20, 2006 Permission is hereby granted to: ALEX & AFRODITE BOUKAS 14695 MAIN ROAD MATTITUCK,NY 11952 for : MINOR ADDITIONS TO AN EXISTING DENTAL OFFICE AS APPLIED FOR. at premises located at 14695 County Tax Map No. 473889 Section 114 pursuant to application dated NOVEMBER Building Inspector to expire on MAY MAIN RD MATTITUCK Block 0008 Lot No. 005 16, 2006 and approved by the 20, 2008. Fee $ 150.00 Aut~6r fzed S £gnature ORIGINAL Rev. 5/8/02 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. 32504 Z Date NOVEMBER 20, 2006 Permission is hereby granted to: ALEX & AFRODITE BOUKAS 14695 MAIN ROAD M3~TTITUCK,NY 11952 for : MINOR ADDITIONS TO AN EXISTING DENTAL OFFICE AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 114 pursuant to application dated NOVEMBER Building Inspector to expire on MAY 14695 MAIN RD MATTITUCK Block 0008 Lot No. 005 16, 2006 and approved by the 20, 2008. Fee $ 150.00 Authorized Signature COPY Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [~~ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK~ /)~/Z~ ~ DATE / "' ,i~ ~'- 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)~FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE R.ISTANT ~FIRE ~E~TION REMARKS: , · -v ~ - ~'-~ ~.~.~ . FIELD I1NSPECTION REPORT I DATE I COMMENTS FOUNDATION (2ND) PLUMBING STATE ENERGY CODE F~ ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 76~-9~02 www. northforl~net/Southold/ Examined Approved Disapproved a/c Expiration PERMIT NO. ding Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before ~pplying? Board of Heallh 4 sets of Building Plans Pluming ~ ~pproval Survey Ch k '/ Septic Form N.Y.S.D.E.C. Trustees Cout~et: Mail to: Phone: N0~ N APPLICATION FOR BVILDING PERMIT //_ / Date ~:~__~__~ 20 O~ · T%2 ~ ~-:~HO 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 ofhaildings on premises, relationship to adjoining premises or public streets or areas, an/~vaterways. ¢. 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 shah expire iftha work amhorized 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 Southoid, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction ofbuildlngs, ~dditions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Mallin~ ~n~ of ~t~li~nt) State wbe{ber applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~L~;~ //~0~:::,0S (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. Elec~icians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Hofis~ lqumber Street County Tax Map No. 1000 Section Subdivision CName~ Block Filed Map No. Lot ~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~O~:~T' ] ~' b. Intended use and occupancy _ _~.~0Tl,5 7~ 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition t~ Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexjstinj~ structures, if any: Front /~/Z'- (~ ~Rear q2~- ? b// Height~ Z ~ ~//- Number of Stories Dimensions of same structure with alterations ~r additions: Front Depth .~,~'L~// Height ~..g ~'/~ Number of Stories Z 8. Dimensions of entire new construction: Front Rear . Depth Height Number of Stories 9. Sizeoflot:Front ~'~,~/ Rear ~'c/t/~ / Depth ,~/~/Z,, (~/ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ~O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO b/~ill excess fill be removed l~om premises? YES NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fxeshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~ O/')~-) ~ ~OZd,~oD being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~=='~,,4~ ~ {Contraetor, 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 /~-~ day of~ 20 0 ~ tnotary Public Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road Matfltuck, New York 11952 December 13, 2006 631-298-t986 Fax 63t-298-2651 Ms. Pat Conklin, Plans Examiner Southold Town Building Department Main Road $outhold New York Dear Ms. Conklin: Attached for your review is a revised plan for improvements to the Dr. Boukas office building located at 14965 Main Road in Mattituck. The change from the odginal submission is the size of the roof area at the front entrance. The projectiorJ..of the this addition is now 7 feet from the front wall of the building. The original submission call'for a projection of 3 feet. If you have any questions please call me at 298-1986. NEW DECORATIVE STONEWALL SOUTH ELEVATION NEW DECORATIVE 4X4 ADQ (TYP)16''0'' 1ST FLOOR PLAN SEE TYPICAL ENTRY SECTION FOR STRUCTURAL DETALLS (TYP) a ROOF 4X4ACQ COLUMN (TYP) ROOF PLAN 4X4 ACQ COLUMN (TYP) · NEW COPPER ROOF I ~ NEW COPPER ROOF / / ,' NEW 10'S DECORATIVE COLUMN NEW DECORATIVE STONE WALL EAST ELEVATION WEST ELEVATION SIMPSON H2 6TIE EVERY OTHER RAh TER TO GIRDER RADIUS OR AG SPECIFIED BY OWNER ROOF TO BE 4 LAYERS OF 1/2' SIMPSON LSTA 18 STRA~ GIRDER TO COLUMN 4X4 ACQ COLUMN (TYP) 4X4 ACQ COLUMN NEW lO~J DECORATIVE OOLUMN(TYP) NEW DEOORATIVE SIMPSON CB44 WITH BIOFOOT SYSTEMS FOOTING FORM OF24 WITH he'D SONOTU BE FILLED WITH CONCRETE PLACED ON UNDISTURBED SOIL s1 j.- \,, \, SECTION A-A SCALE: 1/2"= 1M)" SITE PLAN SURVEY BY PECONIC SURVEYORS DATED NOVEMBER 28, 2001 SCTM: 10004144:}8435 SCALE: 1"=40' Table 3,1 Nailing Schedule (Wood Framed Constmation Manual 1995 SBC High Wind Edition, Page 110) Joint Desori¢on Number of Nails Nail Spa~ing ROOF NAILING Rafter to Top Plate (Toe-nailed) 4 - Sd per rafter Ceiling Joiat to Top Plate (Toe.nailed) 4 - Bd per jaiet Ceiling Jatat to Parallel Rafter (F~a -nailed) 8-16d each lap Ceiling Joist Laps Over Partitions (Face -nailed) 8-16d each lap Collar Tis to Rafter (Toemailed) 2-1Od per tie Blocking to Rafter (T~ nailed) 2 - Bd each end Rim Board to Rafter (End Nailed) 2 - 16d each end Design Loads: - Roof-Live Load - 35.5 pst Based on ASCE-7 and Pg = 45 pat per Figure 16082 -DeadLoad-15pat Wind Loads- 120 mph- ASCE-7 MWFRS - Method 2 Component and Cladding-De~ls from WFCM TABLE 3,8 Deai(gn Cdteria - NYS Building Code 1604 and utilized the methlods and procedures stipulated in Chapter 2 Engineered DesiBn and Chapter 3 pres~dptive Design in the Amedean Forest and Paper Association Wood Frame Constru~on Manual fsr One and Two Family Dwelling Units ~ High Wind Addition and ASCE 7. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ZroundSnowLced WlndSpeed Seismic Weathering FroatUne Termite Decay WinterDeeign IceShlaid FloodHazard~ Depth Temp. Undedaymant Required 45 pat 120 mph B Severe 36 in, Moderate Slight to 11 °F Yes to Heavy Moderate Seaie: 1/4 = 1-0 Drawn by: J JO Date: 1111512006 SECTION B-B SCALE 1/2": l'-O" SCOPE OF WORK: -Install copper acting and new mot over enby and ~st gable wall as shown GENERAL NOTES: OCCUPANCY USEISUNLAWFUL WITHOUTCERTIFICATI OFOCCUPANCY 1 - The ~ntre~or is to veriFJ all measurements in the field and any discrepancies am to be brought to the attention of the Engineer ptior to oenstmeUon, CERTIFICATION OF 2- O~upan~y olassl~sation - Business Group B NAILING & CONNECTION4 REQUIPED. 3 - Type 5 - Wood famed c<msttuofion to be utilized. 4 - Burldlng height - 28', fire ama - 140 s.f. FOUNDATION NOTES: MEE'~ THE REQUIREMENTS CF 1 - Ati cena'ete 3,500 psi after 28 days minimum, CODES OF NEW ¥O~,K ~'F,',T::. 2- All mbar ASTM A~I 5 Grade 60, APPROVED AS NOTED 3- F~tlngs am te be ina.ileal on undlstu~ed vi~in soil, The boffoms of aim~,n,~.m t~TE:~ B.P. tt ~ Jns~l~ a minimum of 3' below gm~ units Indl~t~ o~e~ise. The Engineer is · be ~t~ if/~ / una~p~ble or questionable coil is eneoun~r~ during exoavafion. Uneatable ~11 Is e~E: / ~._ BY: ~ ~ oontelnlngolayandterorganlematedai, NOTI~ BUILD]h;& DEU~qTVENT AT 765-1802 8AM TO 4r~M ;OR THE F~M~NG NOTES: FOLLOWBJG INSPECTIONS 1. FEL'hDATfON - TWO FFQUIRED 1 - ~1 lumber Is to be No. 2 or beffer ~uglaa Fir ~mh tN) wi~ the following minimum sp~s:POURED ~; ¢ ~C~E re 2. ROUGH - FRAMING & PLUMBING Fb = 825 psi 3 INSULATION Fy = 95 psi 4. RNAL - CONSTRUCTION MUST Fo pe~ = 625 psi BE COMPLE ~ E FOR C O. E = t,600,000 psi ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 2 - All stmpa, ~nneotem, pla~s, bolta, naila, ete. am to be galvanb~ or s~inless stol ~q~TATE. NOT RESPONSIBLE FOR ~nneotem'stmpete'on~dra~ngsammedebySimps°nun~easindlcteed°the~lse~fGN OR CONSTRUCTION ERRORS. oonn~om, strops e~. am to be nalte~olted in a~anoe wi~ the man~aotumCs spedfieatlons. 3- All bol~ ,u~ and washem am to be s~Inlesa s~[ or hot dlpp~ galva,~l~S REVISIONS RETAIN STORM WATF PURSUANT TO 8ECTk OF THE TOWN CODE. Condon Engineering, P.C. 1755 Sloshes Road Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax www.condonengineerlng.com ALEX BOUKAS, DDS 14965 MAIN ROAD MATTITUCK, NEW YORK ELEVATIONS AND FLOOR PLAN S-1 NEW DECORATIVE STONE WALL NEW 10"¢ DECORATIVE OLUMN (TYP) SOUTH ELEVATION 4X4ACQ (TYP I re"O GONOTUBE FILLFD WITH CONCRETE PLACED ON UNDISTURBED SOIL GIGFOOT SYSTEMS FOOTING FORM BF24 WITH IO"M SONOTUBE FILLER WiTH 1ST FLOOR PLAN COLUMN (TYPI SEE TYPICAL ENTRY SECTION FOR STRUCTURAL DETAILS 4X4ADQ 4X4ACQ 30LCMN(TYP) -- NEW COPPER ROOF 4X4 ADO COLUMN (TYP} -- NEW re 13 DECORATIVE COLUMN (TYPt ROOF PLAN (3) 2X8 4X4ACQ COLUMN (fYP) NEW COPPER ROOF COPPER ROOF BEAM - SECURED TO WALL WITH SCREWS NEW DEC OP~,FIVE STONE WALL EAST ELEVATION NEW COPPE NEW DECORATIVE STONEWALL WEST ELEVATION 2)(6 LEDGER RAFTER TO LEDGER WITH SIMPSON LU24 HANGER ~ ROOF RAFTERS @ 16" O O __ SIMPSON B25TIEEVERy OTHER RAFTER TO GIRDER SIMPSON LSTA 18 STRAP GIRDER TO COLUMN --30" RADIUS OR AS SPECIFIED BY OWNER -- ROOF TO BEAM WITH SIMPSON GA2 ANGLES ~ 10" O C CONNECT (3) 2XB BEAM TO EXrSTING BUrLDING WITH A SIMPSON LUS2&3 NANRER SUPPORTED FROM BELOW BY 4X4 SECURED TO BUiLDiNG WA~ -- (3) 2XB ACQ BEAM SIMPSON LSTA 18 STRAP GIRDER TO COLUMN $X4 ACQ COLUMN (TYP) ~X4 ACQ COLUMN (TYP) COLUMN cyp) __ NEW 10"O DECORATIVE COLUMN (TYP) NEW DECORATIVE TONE WALL SIMPSON CB44 WITH Ga" GALV BOLTS SIMPSON CB44 WITH 5/8" GALV BOLTS BIGFOOT SYSTEMS FOOTING FORM SF24 WITH 10"¢) SONOTU BE FILLED W[TN CONCRETE PLACED ON UNDISTURBED SOIL \ \ \ SITE PLAN SURVEY BY PECONIC SURVEYORS DATED NOVEMBER28, 2001 SCTM: 1000-1 SCALE: 1"=40' Table 3 1 Nailing Schedule (Wood Framed Construction Manual 1995 8BC High Wind Edition, Page 110) Joint Descri¢on Number of Nails Nail Spacing ROOF NAILING Rafter to Top Plate (Toe-nailed) 4 - Od per rafter Ceiling Joist to Top Plate (Tee-nailed) 4 - 8d per joist Ceiling Joist to Parallel Rafter (Face-nailed) 8-16d each lap Ceiling Joist Laps Over Partit}ons [Face-nafled) 8-16d each lap Collar Tie to Rafter (TeereaJled) 2-1 Od per tie Blocking to Rafter (Toe nailed) 2 - Od each end Rim Board to Rafter (End Nmled) 2 - 16d each end CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SECTION A-A Design Loads Roof -Live Load - 35.5 psf Based on ASCE-7 and Pg = 45 psf per Figure 1608 2 - Dead Load - 15 psf -Wind Loads - 120 mph -ASCE-7 MWFR8 - Method 2 Component and Cladding - Details from WFCM TABLE 3.8 Desigm Criteria - NYS Building Coda 1604 and utilized the methods and procedures stipulated in Chapter 2 Engineered Desigm and Chapter 3 Prescriptive Design in the Amedcan Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwetling Units - High Wind Addition and ASCE 7. ZreundSnowLoad WindSpeed Seismic Weathedng FroatUne Termite Decay Winter Design IceShield FloodHazard~ Bepth Temp. Underlayment Required 45psf 120 mph B Severe 36in, Moderate Slight to 11'F Yes th Heaw Moderate Scale: 1/4": 1-0" Drawn by: JJC Date' 12/13/2008 SECTION B-B 3COPE OF WORK: -Install copper rooting and new reef over ent~J and west gable wall as shown GENERAL NOTE3: 1 - The contractor is to verify all measurements in the field and any discrepancies are to be brought to the aUentien of the Engineer prior to consffuation 2 - Occupancy stassitioat[on - Business Group B 3 - Type 5 - Woad framed construotrbn to be utilized, 4 - Building height - 28', fire area - 140 s.f. FOUNDATION NOTES. 1 - All ~ncrete 3,500 psi after 28 days mM[mum. 2 - All rebar ASTM A-615 Grade 60. 3 * Feelings are to be installed on undisturbed virgin soil. The bottoms of all footings am te be installed a minimum of 3' below grade unless indicated othereise, The Engineer is to be contacted 6 unaccepta, bie or quetaionabfe soil is enseunatred during execration, Unacceptable soilis soil contelning clay and/or organic material. FRAMING NOTES: 1 - All lumber is to be No. 2 or beder Douglas Fir Larch (N) with the following minimum specifications' Fb = 825 psi Fy = 95 psi Fc perp = 625 ps[ E = 1,600,000 psi 2 - All straps, connectors, plates, bolts, nails, ets, are to be galvanized or stainJess steel Designated connectem, strap ate. on these drawings are made by Simpson unless indioaatd otherwise All connectors, straps ets are to be nailed/bolted in accordance with the manufaatureYs specifications. 3 - All bolts nuts and washers are to be stainless steer or hot dfpped galvanized Condon Eng neenng, P.C. 1755 SigsbeeRoad MaUituck, NewYo 11952 (631)298-1986 (631)298.2651 Fax www.condonengineering.com ALEX BOUKAS, DDS 14965 MAIN ROAD MATTITUCK, NEW YORK ELEVATIONS AND FLOOR PLAN S-1