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HomeMy WebLinkAbout31863-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32546 Date: 08/22/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 7495 ALVAHS (HOUSE NO.) County Tax Map No. 473889 Section 101 LA (STREET) Block 1 CUTCHOGUE (HAMLET) Lot 14.4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 22, 2006 pursuant to which Building Permit No. 31863-Z dated MARCH 22, 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT PORCH & WOOD DECK AS APPLIED FOR. The certificate is issued to ANTHONY & LISA SANNINO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0010 04/03/07 ELECTRICAL CERTIFICATE NO. 111494H 07/30/07 PLUMBERS CERTIFICATION DATED 08/17/07 ANTHONY SANNINO ~ ~zed Signature Rev. 1/81 i\\ 1\; ) Form No. (I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 r 4_.,_ '-.-' " -, , I This application must be filled in by typewriter or ink and submitted to the Building Department With the 'foIlQwing: APPLICATION FOR CERTIFICATE OF OCCUPANCY AUG I 7 -..~. , ' I , ---.J A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and Imusual 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 I % lead. 5. Commercial building, industrial building, multip]e 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-eonforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and Imusual natural or topographic featores. 2. A properly completed application and a consent to inspect signed by the applicant. ]f a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 - $] 00.00 3. Copy of Certificate of Occupancy - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $]5.00, Commercial $15.00 Date. -A. 'l<r (I) 2m') . New Construction: (check one) /}/.')A-IA-'c, 4. fI.-iJi";A.~()<? Street He/n1et Owner or Owners of Property: ll.vT"oLo.< ';1 v a-.L .-S.a 5A-~A:J.'.o 0 -J::I (' Suffolk COlmty Tax Map No 1000, Section In I Block FJI Lot 14. 'I Subdivision t)>>.-A "",J'oc.-h q-- ~70/c. 0A-"""if:5 Filed Map. Lot: PermitNo_-;;'/Bfe3 Z Date of Permit. ~-x::J-'"()(.-, APPlicant:-1d""~ SPA;);J..:IO Health Dept. Approval: Underwriters Approval: (G Old or Pre-existing Building: 7tt90 'House No. Location of Property: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) ~ .. - cant S' ure ~.1z IJ~. cotJBs ~~ 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. 31863 Z Date MARCH 22, 2006 Permission is hereby granted to: HAROLD W WATTS 144 BAY AVENUE GREENPORT,NY 11944 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 7'i 9.5 ~ ALVAHS LA CUTCHOGUE County Tax Map No. 473889 Section 101 Block 0001 Lot No. 014.004 pursuant to application dated MARCH 22, 2006 and approved by the Fee $ 1,752.90 -) Building Inspector to expire on SEPTEMBER 22, ~ ignature ORIGINAL Rev. 5/8/02 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Pax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date !l~ I~ O~ Building Permit No. 3/ ge, 3 .2 Owner: -.,tt<.7'''\'o~/ -<~?<""\:Jn (Please print) Plumber: ~v:=;: ...'J ::;0 ;1Please ;rir:t) " lead. I celiify that the solder used in the water supply system contains less than 2/1 0 of 1% Sworn to before me this /~ day of -Av~-t, 20~ c14 f.~ Notary Public, S" f/trf "- County - J LINDA P. RNClCllMt A1J1.l'\&IC. .....al..... tit. OtllMt<l9llllO - - "IIt=COlInIr _ c""'........ MtWUJI ...~ 311fo3 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND )?(INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~~ ~ Ok, DATE 7----rr-00 INSPECTOR ~~ Ln. -- , .. v/~ 't~w TOWN OF SOUTH OLD BUilDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST ~UGH PlBG. [ ] FOUNDATION 2ND [] INSULATION ;4-fRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. ~ ~ ~ If- ~ ~~,.L-~, . 3):;"1- )tJd- ~ ~~ " .51 -'3 ;}-Y/D~~ ' "~ ItJ r'~ J-~h 'J ~6k ,. tJ- DATE 7 -//~~f INSPECTOR ~~ 31Y6~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION D<f FRAMING I STRAPPING [ ] FINAL ....- ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: . M pNI, ' ~C) ,. DATE r-'J--O' INSPECTOR ~~ 31~b3 2- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ) FOUNDATION 1 ST [) ROUGH PLBG. (><(FOUNDATION 2ND [) INSULATION [ ) FRAMING I STRAPPING [ ) FINAL [ ) FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: ~ DATE b r 110 /'()~ INSPECTOR ~,~ 3/lfo} 2- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION N FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / ~ /~ ~,~ &K -& ~ ~~ ~~"~~7 p DATE & -/tf-oj INSPECTOR ~ ~ FIELD INSPECTION l1EPORT FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE FINAL ~ /7 \.. '~. AY".d.... ,~ v . ~ ", L ,,~ ,--' DATE COMMENTS /1 ";z... !Jk'-t::ii .I ~- . ~ - ~ J/.l/~-, ..... ...0.. .L.!I'. ./ ';II ? 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",,-":#-'0 ~ }!,'p P.__ F .' -r- ~ <c-- " I I '", ) /./ ADDITIONAL COMMENTS / CJJt::- '/L/' r--- g~/f , / r ("-.., ( 1,,\ V ~ 0 ct? o .-/ ~ ) ~'S '" " " ~ ~ -'\ l'O ~ ~ - ':~ jg z ~= ~/ ~ 0.., 0= I 0 f) l'O "" () :-l CJ 3>/ZG,3.z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [K FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ~ ~A~~~ INSPECTOR ~~ DATE "0 --/f) ~() 7 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALJ- SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/SoutholdJ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the y..llowing, before applying? )( Board of Health (~4 sets of Building Plans' \ Planni~g Board approva( ~urvey ~Check >( Septic Form N.Y.S.D.E.C. Trustees Contact: PERMIT NO. 5;8l~ Examined J/?.? 20 b 3 b.~: 20~ I Approved Disapproved ale Mail to: 1;;; ."L q~ Building Inspector Expiration Phone~ o<h5" oR '\ S- CQjJ~GJI- 7&7-' ) '75[ APPLICATION FOR BUILDING PERMIT Date rf)A0.-~ ~.1 ,200~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot 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 South old, 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 ions, and to admit authorized inspectors on premises and in building for necessary inspections. e of applicant or name, if a corporation) ~ Oll~ c.-;- ~NO'cJ~ ll; AiY (Mailing address of pplicant) II 9"19 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (j{)^?C'~\ / (I./JAf77ZA'::;-O\ Name of owne.{f premises --1~ A..-o ~ W A .,.-r2:., (A~ tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ? IA(( (Name and title of corporate officer) Builders License No. OWAJc.X' Plumbers License No. 0,,1,,7(5' Electricians License No. OtxJ,AJf:'-~ Other Trade's License No. ______ - 1. Location ofland on which proposed work will be done: f vr:!.- House Number Street lx'r,r~11. ]':'/'9 fttff~:j., lr, "~~ ':) ..:'.,'. \.'" !,:~ County Tax Map No. 1000 Section ~Ok. Block 0/ tlt{l)l ~;o,i,i'1ti~'.:. .~,\ Subdivision ii, ",A ~A" oCf.J AA D it"',/) cJ049iled Map No. q05(L ---f.Jt.,.\ )flm," . ..J (Name) \' V' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ b. Intended use and occupancy ..5".'-'~f< ""...L( r {<\o,..,e 3. Nature of work (check which applicable): New Building K Repair Removal Demolition Addition Other Work Alteration (Description) 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars 3 I (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. / /' 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth 9. Size oflot: Front Rear Depth Name of Former Owner fIAW{J ("J~ 10. Date of Purchase II. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO L 13. Will lot be re-graded? YES_ NO_Will excess fill be removed from premises? YES_ NO )G 14. Names of Owner of premises Name of Architect \<olY-o.-, tfr<>v\' Name of Contractor Address Address Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY ~ 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 ) A,,-t\o ~ C;:w,u;,.,.:CJ being duly sworn, deposes and says that (s )he is the applicant (Name of individual signing contract) above named, (S)He is the t(?=>;>?e..c:;:'i.x?a.o-?7'R.. (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. 200,1<> -- ~ ~ 're of Applicant (/ No a Public BONNI ROSKJ Nolary Public. Slala 01 New"'" No.01D06095328.SuffOlk~ntr Term Expires July 7. 20..l.J.l- ~--- Si ~ - APPROVED AS NOTED DATE: slnl, B.P.' 3/g6gc FEE:1 n ~21~ BY: '"J:;JPt- NOTIFY BUILDING DEPARTMENT AT 7f51902 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION. TWO REQUIRED FOR POURED CONCRETE 2. ROUGH . FRAMING & PLUMBING 3. INSULATION 4. FINAL . CONSTRUCTION MUST BE COMPLETE FOR C.O. All CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AN') CONDITIONS OF SOLTHG"D TOWN ZBA SO~ ,()LD TOWN PlANNING BOARD SOL [HOLD TOWN TRUSTEES N. Y.S, DEe CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBER CERTIFICA TION ON LEAD CONTENT BEFORE CERTIFICA TE OF OCCUPANCY SOLDER USED IN WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING FLOOD ZONE COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. ~ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY UNDERWRITERS CERTIFICATE) , REQUIRED ~;i,;bt,:_,>,A"'_ ~ Penni! # Permit Dale RES check Software Version 3.7 Release 1 b Compliance Certificate Project Title: SANNINO RES-Proposed 3,485 S.F. FARM HOUSE- 06-036 Report Date: 03120/06 Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: New York State Energy Conservation Construction Code Suffolk County, New Yark . Detached 1 or 2 Family Non-Electric 13% 5750 Construction Site: Permit Date: 07.20-05 Owner/Agent: Designer/Contractor: Robert J. Gruber, RA. 476 Expressway Drive So. MEDFORD, NY 11763 631-654-4949 RJGRUBERRA@AOLCOM Comphanr:c Passes MaXImum UA 592 Your Home UA 504 -> 14.9% Better Than Code (UA) Assembly ..... Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Wall 1: Wood Frame, 16"o.c.: WIndON 1: Wood Frame:Double Pane with Low-E: Door 3:. Glass: Door 4: Solid: Floor 1: All-Wood JolstlTruss:OVer Unconditioned Space: 1517 430 3345 343 80 18 2162 30.0 21.0 19.0 19.0 0.0 53 0.0 21 0.0 174 0.350 120 0.350 28 0.350 6 0.0 102 Statement of Compliance: The proposed building represented in this document is consistent with the building plans, specifications. and other calculations submitted wUh this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. \M1en a Registered Desigl Professional has stamped and signed this page, they are attesting that to best of hishter knowledge. belief, and professional judgment, such plans or specifications are in compfiance with this Code. Builder/Designer Company Name ]_'2-6_""& Date SANNINO RES-Proposed 3,485 S.F. FARM HOUSE- ~36 Pagel 014 ~ REScheck Software Version 3.7 Release 1b Inspection Checklist Date: 03120/06 Ceilings: o Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: o Ceiling 2: Cathedral Ceiling (no attic), R-21.0 cavity Insulation Comments: Above-Gracle Walls: o Wall 1 : Wood Frame, 16" o.C., R-19.0 cavity Insulation Comments: Windows: o Window 1: Wood Frame:OoubIe Pane with Low-E, U-lactor. 0.350 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ Yes _ No Comments: Doors: o Door 3: Glass, U-lactor: 0.350 Comments: o Door 4: Solid, U-factor. 0.350 Comments: Floors: o Aoor 1: All-Wood JoistITruss:OVer Unconditioned Space, R-19.0 cavity instJalion Comments: AIr Leakage: o Joints, penetrations. and all other such openings in the building envelope that are sources of air leakage must be sealed. o Recessed lights must be 1} Type Ie rated, or2} instalted Inside an appropriate air-tight assembly with a 0.5" dearancefrom combustible materials. If non-lC rated. the fixture must be Installed with a 3" dearance from insulation. Vapor Retarder: o Required on the warm-in-.winter side of all non-vented framed ceilings. walls. and floors. Materials identification: o Materials and equipment must be installed in accordance with the manufacturer's installation Instructions. o Materials and equipment must be identified so that compliance can be determined. o Manufacturer manuals for all installed healing and cooling equipment and service water healing equipment must be prollided. o Insulation R-values and glazing U-factors must be deariy mar1<ed on the building plans or specifications. Duct Insulation: o Supply ducts In unconditioned attics or outside the building must be Insulated to R-8. o Retum ducts in unconditioned attics or oulside the building must be insulated to R-4. o Supply ducts in uncon<frtioned spaces must be Insulated to R-8. o Retum ducts in unconditioned spaces (except basements) must be insulated to R- o Retum ducts in unconditioned spaces (except basements) must be Insulated to R-2. . Insulation is not required on retum ducts In basements. SANNINO RES-Propoeed 3,485 S.F. FARM HOUSE- 06-036 Page 2 of4 Duct Construction: o All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedde<l-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 1816. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (SOO Pal. o The HVAC system must provide a means for balancing air and water systems. Temperature Controls: o Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: o Separate electric meters are required for each dwelling unit. Fireplaces: o Fireplaces must be installed with tight fitting norHX>mbustlble fireplace doors. o Fireplaces must be provided wUh a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code. as applicable. ServIce Water Heating: o Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an Integral heat trap or is part of a circulating system. o Insulate circulating hot water pipes to the levels in Table 1. Circulating Hol Water Systems: o Insulate circulating hot water pipes to the levels in Table 1. Swfmmlng Pools: o All heated swimming pools must have an on/off heater switch and require a rover unless over 20% of the heating energy is from non-deptetable sources. Pool pumps require a time dock. Heating and Cooling Piping Insulation: o HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. SANNINO RES-Proposed 3,485 S.F. FARM HOUSE. 0lHl36 Page 3 of4 Table 1: MInimum Insulation Thickness for CIrculating Hot Water PIpes Heated Water Temperature (oF) 170-180 140-169 100-139 Insulation Thickness In Inche. by Pipe Sizes Non-Clrculatlng Runouts Circulating MaIns and Runouts Uptol" Up to 1.250 1.50 to 2.0" Over 2" 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Piping System Types Heating Systems Low Pressurerremperature LaN Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine Fluid Temp. Range("F) Insulation Thickness In Inches by Pipe Sizes 2" Runouts I" and Less 125" to 2.0" 2.5" to 4" 40-55 Below 40 1.0 1.5 1.5 2.0 0.5 1.0 1.0 1.5 1.0 1.0 1.5 2.0 0.5 0.5 0.75 1.0 1.0 1.0 1.5 1.5 201-250 120-200 Any NOTES TO FIELD: (Building Department Use Only) Page4of4 SANNINO RES-Proposed 3,485 S,F. FARM HOUSE- 06.036 :\ \ IVI ~ \,..0 r. U ox) "l:;:,\~U \? ~ o~\Y ~ c?' ~ ~ ~ -#'v'vc., t'.,.'~ ~ '(;~ ~~ ~~ ~Q.. . -" ~ ~U' ,.,,:..>- ~'b ~ .,,~ -t:.:">- 0-0 '~~90 ~~ ~ ~.. SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. y: 1000-101-01-14.4 SCALE: l' 100' JANUARY 24, 2006 f'~b. 9. ZOO~ (l"<vl."'11) ....~\,'v ~lol~ .~v- :<, ~o ~~C;, C;,o~~ ~J :t.tJ. C;,s.1.~ 0>~GI I...O~ .~ n"O ~#ofj" \ / PROPOSED SEPTIC SYSTEM (FI VE BEDROOM HOUSE) [1J 1,500 GALLON SEPTIC TANK [2J LEACHING POOLS 8' DIAMETER x 8' DEEP / 'f, "0 -::;0, ~ '2~ ."", ~ "% '" 6'''G 'f5- ~ LOT NUMBERS REFER TO "MAP OF MINOR SUBDIVISION PREPARED FOR GIORA HANOCH AND HAROLD WA TTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEBRUARY I, 1991 AS FILE NO. 9059. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on permit to construct. the The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL TE:RA nON OR ADDITION TO THIS SURVEY IS A VIOLA nON OF SECTION 7209 OF THE NEW YORK STA TE EDUCA nON LA w. EXCEPT AS PER SECTION 7209-SUBOIVISION 2. ALL CERTIFlCA T10NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. N I SUFf'OLf\C"'", P't!' "";.,I."VT'l,n-,-.~ j;,;~^"rT- '~"'_-i""'f"l~c,. 'Iliff l-Or;J/ ---",_ . . <.'", . , ..t ". ", ';~:'. ~ ,,-' __. :;';:;';;':.'LYit C.:,~;:~i?[S . . --.<: ~\\ ';~ ---.,.._~-- DATE.. Z?pt ~~~.~.. ..-__ AFFRC\;.;;) ---', :(0'- c/t5- a>f t? ,'~~:--"~~ ~ ,..~~. 6 '. ...~'7-; o;'-;';";;;:::'v. '~"-._.:..:"~: Al ----.. TOTl.L l ~ t:XPIRE;S Ti .~.:_ _ "("r~::..; \".', f' .~_. "1 ;..> .~~ :\~ ~ \,..0, \~GI ox) .~\Y \? ~~vl> c?' ~-#'v'vc., (,cS'-' O~~ ~~ y.\~~j" 'I' FEB 0 9 2006 49618 AREA=5.2081 ARES OR 226,864 SO. FT. Elevations are referenced to an assumed datum. .=MONUMENT . =PIPE -- 06-103 SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. 1': 1000-101-01-14.4 SCALE: 1'-100' JANUARY 24, 2005 F!'b.9. 200(., (r<VlJtP1J) ;\.'v \~c. S~S. (-.0'0 ~~~~ S~SI S C; '1(-.)'0 ~~. ~~~ ~lol~ "-C;~ o'~ ., ~#...,'}, \ / PROPOSED SEPDC SYSTEM (FIVE: BEDROOM HOUSE) [1] 1,500 GALLON SEPTIC TANK [2] LEACHING POOLS 8' DIAMETER x 8' DEEP -z,. "0 -::t\ ~ '2.~ ~~ ~ "- ::)'''0 'ts. ~ LOT NUMBERS REFER TO "MAP OF MINOR SUBDIVISION PREPARED FOR GIORA HANOCH AND HAROLD WA TTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEBRUARY 1, 1991 AS FILE NO. 9059. I am familiar with the STANDARDS FOR APPROVAL , AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on permit to construct. the The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL Tf:RA T10N OR AOOlnON TO THIS SURVEY IS A VIOLA T10N OF SECTION 7209 OF THE NEW YORK STA TE EDUCA T10N LA W. EXCEPT AS PER SECTION 7209-SUBOIVlSION 2. ALL CERTlFfCA TlONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. Elevations are referenced to an assumed datum. . =MONUMEN T e=PIPE .~v- :\\'-O ~<(.S O~\f. .9 \,-J y.,lI- ~~t~ \~C;I 9 *,\:V ,,-0 ~ ~ '-" .~- ~" leI .) ",0 r_ '0 0.\') ~ ,\\~u \? ~ 0~\Y I/o c?' ~~ ~~'v'vS ~'~ \: 'O~ ....~" "O'Y- ~~ ~Q.. ~'}, ;) . ~ ~ ",o\\~G 0.\') '" ~ ."\Y \? / ~ ;'6 ,,-o:vl/o c?' / ~~'Y~ l~'v'v 0-0 '~1)~ ~~ ~ U'.. I/O) teSt. ot.~ $.~ y:S)~'\.> AREA=5.2081 ARES OR 226,864 so. FT. N O. 49518 ~! ~v- :\,,0 ~f?-S SO~'tf. "J fI. t"'t- (;] ~\c S"~ ..y~ o$;~ ~rJ' ~G~S \...O#- ~f?-~ ~lol~ ~ ~ // \ '0_ ~ \ \ \ , .~ \ \~.. \ 'f>. , \ \ \ <?: \ \ ~ > , & /( '\, ~ . /,Jf -:JIj.(O ~G \ ~ \,p './~V'. , \ ~\ ' '0 ,,~Q , , ,,~ , ~ , , . \ ' .. '", ' \~ ' ,~ ' . \~< \ \ ~ C' ) ~ ~ '\% IV ./ ) :..,),~ \ //' 1: ..... ~, // ;/" \ <..l'. "\ / 1>, // r~ ~" / ~~~ \\?i' // /'1 ~'6. ~<;l-\ ,/ /'1 ':) ~ / /'1 :\ '\ , // /r ,,0 ~~J t \ // 'f:' \ ?--G~ "'>' / ~,\ \...-.l ~,<..l'., / /' ''l' _ ,. // ./'1 ,~O .~. ,,/ r .<J) . -%. .(;/ S~J) :\ ~ IG] o~ ,,0 G \) ~ o.~~ti \ ~~ .~. \~S) (Y \...~\ . SURVEY OF PROPERTY AT CUTCI-lOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. y: 1000-101-01-14.4 \~G' SCALE: 1"-100' S~S. /u JANUARY 24. 2006 ~00' FEBRUARY 9. 2006 (REVISIONS) r-PX~~ ,\c,~S] APRIL 10, 2006 (CERTIFlCA nONS) ,1" ,vJ JUNE 12, 2006 (FOUNOA nON LOCA nON) -(..S ~\~\\o I~~. G<}.<i;; c.~. ~IO ~ 0 J<l> ilJ'v ? ().~ '\ ~q;~~ \ / CERTIFIED TO: LISA SANNINO ANTHONY SANNINO COUNCEL ABSTRACT, INC. CHICAGO TITLE INSURANCE COMPANY PROPOSED SEPTIC SYSTEM (FIVE BEDROOM HOUSE) "t- o "":<\ ~ rz.S 7('1 ~ '%~ ::.. C1 ~ ~ (1J 1,500 GALLON SEPTIC TANK L lJ LEACHING POOLS 8' DIAMETER x 8' OEEP LOT NUMBERS REFER TO "MAP OF MINOR SUBDIVISION PREPARED FOR GIORA HANOCH AND HAROLD WA TTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON I FEBRUARY I, 1991 AS FILE NO. 9059. I om familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES I,' and will abide by the conditions set forth therein and on :' permit to construct. ! t the The location of wells and cesspools shown hereon ore from field observations and or from data obtained from others. AN Y AL TER A nON OR AOOtnON TO THIS SUR VEY IS A VIOLA nON OF SECTION 7209 OF THE NEW YORK STATE EOUCA TlON LA W. EXCEPT AS PER SECTION 7209-SUB0IV7SION 2. ALL CERTIFICA TlONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVf:YOR WHOSE SIGNA TURE APPEARS HEREON. "ons ore referenced to on assumed datum. .=MONUMENT . =PIPE ~ O~ \ '0IG1.>:1 ~ IV \~O ,'P 'h ."v.; c'? ." \...O""'v I/o ~~ -tlt.\..\..S ~~ '.: ~~ ~~ ~Q.. ~ . ~ :\ 01 1 ~ 'Y. "0.,,, \ \~ \'Jo x ~ u;.. ~vV' ~ A\ Go \...0 u c. . '" \..S 0' ~ v.. I~I,; "t: ',A. , 0-0 . ~-})90 ~~ ~ \$\~ / I L-..2. AREA=5.2081 ARES OR 226,864 SO. FT. -+1 ,.> ~ '-' .~. o~'P ~~ y,.\'P'Pv Are) (cJl.' i. '.. 20 . /' ,,; ;r,., . I \.' "- / / I!p . . I PECONlC S RV. YORS, ''J--.J (631) 765-5020 FAX ( P. O. BOX 909 1230 TRA VELER STREET SOU THOLD, N. Y 1/971 06-103 CERnFIED TO: LISA SANNlNO ANTHONY SANNINO COUNCEL ABSTRACT. INC. CHICAGO TITLE INSURANCE COMPANY PROPOSED SEPTIC SYSTEM (FIVE BEDROOM HOUSE) [1] 1,500 GALLON SEPTIC TANK [2] LEACHING POOLS 8' DIAMETER x 8' DEEP Ii .9. '\. ~rJ'.S \.0 _. S.C.D.H.S. REF # R10'-06-0010 c. SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY. N. y: 1000-101-01-14.4 SCALE: 1'-100' JANUARY 24. 2006 FE:8RUARY 9. 2006 (REVISIONS) APRIL 10. 2006 (CERnFICA nONS) JUNE 12, 2006 (FOUNDA nON LOCA nON) JUL Y 7, 2006 (LlPA EASEMENT) AUG. 16, 2005 (REVISED EASEMENT) MARCH 7, 2007 (FINAL) N .,1<->- ~ ,l-' 6 o ~ 4 \~c. ~J"S. t-o\J ~~~~ S~S) S G t-O\J y... ~~ I~~' \..G'?-~ ~IO ~,-,- ~",Q ~'?-S So~~ ",,,~ y..,2I- ~1..~ ,>-,G) S"-' ,y'~ \..,-\..~'i' rJ' ~c~S \..Q~ II ~~G~<;< "''?-~ \"~->- I~ ~ ~IO Ou?' A B ST 25 27 1 35 42 O.~ ,\ fj~'l-cf~(J- ~':).,r.<j \. - ~ i , C- c. ; j ,,; - I L.._..___._ .__.. _._ _.__._-' I"' C\ ,,/ ~ 0.... \ 0/C\"1 ~ "-'.,\~G ,.,0 ~ ~\Y c?' ~"P l$J ~ .~\,.\,.S II- ~~ ~"'v a~ "Y. ~" '<)1j,1: ~9t. ~~ ~ 'l- ;) . /. ~ ,,0 \~G O.\'I ~ \fI ..c\.."-' \':J / ~ ~ Q~v c?' ~'6 I.l sf/. ~"'oJ'I I~\"\" ~~ I. 9~ ~~ IS' ~~ ~~ ... ~ :.> '", O. the ,,6) tC~' ~Ot.'P y,\'P'PV~ LOT NUMBERS REFER TO "MAP OF MINOR SUBDIVISION PREPARED FOR GIORA HANOCH AND HAROLD WA TTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON FEBRUARY 7, 1991 AS FILE NO. 9059. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on permit to construct. -t.. -0 -::(I. ~ ~~ "'0 ~ ~~ 3 0 ~ ~ (i~ c."""iI P CONIC (631) 765-5020 .",,", P. O. BOX 909 '{J 1230 TRA VELER STRE SOUTHOLD, N. Y. 11971 06-103 The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL TERA nON OR ADDtnON TO mls SURVEY IS A VIOLA nON OF SEcnON 7209 OF mE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEcnON 7209-SUBDIVlSION 2. ALL CERnFICA nONS HEREON ARE VALID FOR mls MAP AND COPIES mEREOF DNL Y IF SAID MAP OR COPIES BEAR mE IMPRESSED SEAL OF mE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. ~~ 271JiJ1. ~ .':~~.?~::'~ (. Devotions are referenced to an assumed datum. .=MONUMENT . -PIPE AREA"5.2081 ARES OR 226,864 SO. FT. GENERAL NOTES: REFERENCE STANDARD FOR DESIGN OF STRUCTURE CLIMATIC & GEOGRAPHICAL DESIGN CRITERIA- NYS CODE TABLE R301.2(1) HEADER ANCHORAGE DETAIL RAFTER TO RIDGE DETAIL ( INSTALL 0 16" ON CENTER ) I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFIRM TO THE REGULATIONS OF THE N.Y.S I) AMERICAN FOREST AND PAPER ASSOCIATION (AF 3 PA) 1995 EDITION GROUND WHO SEISMIC SUDJECT TO DAMAGE FROM 1,2 WINTER ICE SHIELD UNIFORM FIRE PREVENTION AND BUILDING CODE, ENERGY CONSERVATION CODE, APPLICABLE PROVISIONS OF ALL WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO SNOW DESIGN DESIGN UNDERLAY- FLOOD BEAM AND RIDGE NOTE: BEAM AND FROST LINE TEMP f MENi HAZARDS h REFERENCED STANDARDS, AND LOCAL CODES HAVING JURISDICTION. FAMILY DWELLINGS LOAD SPEED a (mph) CATEGORY 9 WEATHERING p DEPTH b TERMITE c DECAY d - STRAP e'.,. 16" MIN USE "SIMPSON" GS20 COIL STRAP ��STRAP 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED GOOD PRACTICE IN THE APPLICABLE TRADES. REQUIRED 0 EACH RAFTER 16" O.C. SEE 16' MIN, DESIGN LOADS: R3013 DEAD LOAD. ME ACTUAL WEIGHTS OF MATERIALS AND q5 P.SF 110 MPH. C SEVERE Y-0" MODERATE SLIGHT TO 11 REQUIRED N/A - TABLE 3.4 FOR CONNECTION 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING MATERIALS OR COMMENCING CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD vAM TO HEAVY MOOERA"nE �2 REQUIREMENTS CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EQUIPMENT. FLOOR °. WEATHERING MAY REWIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY IRAN NECESSARY TO SATISFY THE STRUCTURAL CONFLICTS. REQUIREMENTS OF THIS CODE ME WEATHERING COLUMN SHALL BE FILLED IN NIM THE WEATHERING INDEX (L4. -NEGUCARLE' OR SEVERE') 1b ♦6 LIVE LOAD To Ib. LOAD LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE 4. ALL CONCRETE SHALL BE MINIMUM Ft= 3,000 P5 STRENGTH AT ^_8 DAY TEST DEAD LOAD 10 Ib LOAD SHALL BE AS PRONGED IN TABLE R301.4 FOR CONCRETE AS DETERMINED FROM ME WEATHERING PPOBABWtt MAP [FIGURE R301 2(SH ME GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34C 55. C62.0 73. C 90. C 129. C 216 OR C 652. (NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM Fc= 3,500 PSI STRENGTH AT 28 DAY TEST) TOTAL LOAD = 50 Ib TABLE R301 4 b ME FROST ONE BERM MAY REWIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1) THE JURISDICTION SHALL FILL IN ME LSTA21 RIDGE NOTE: MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS MOST LINE DEPTH COLUMN WITH ME MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE, LSTA21 AT CATHEDRAL CEILING USE 5 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPAL-ITIS OF 3,000 LB PER 5 F ROOF A THE JURISDICTION SHALL FILL IN THIS PART OF ME TABLE WITH 'VERY HEAVY TO HEAVY TO MODERATE." OR -NONE TO SUCFT" IN ° \ (IN POUNDS PER SQUARE FOOT) ° "SIMPSON" LSSU2ID HANGER O 6. ALL PLUMBING SHALL BE N ACCORDANCE WITH N.Y.S AND LOCAL CODES ACCORDANCE WITH FIGURE R]012(6) DEPENDING 04 WEATHER MERE HAS BEEtI A HISTORY OF LOCAL DAMAGE GROUND SNOW LOAD 45 TO. USE LIVE LOAD d ME JURISDICTION SHALL FILL IN MIS PART OF ME TABLE WITH 'MGDMAM TO SERVER TO MODERATE 'NONE TO SIGHT' IN ACCORDANCE EACH RAFTER 16" N SEE 7. ELECTRICAL SHALL BE IN ACCORDANCE N1TH N E 5 AND CERTIFIED 7 N Y.S. BOARD OF FIRE UNDERWRITERS DEAD LOAD 10 Ib. TABLE 3.4 FOR CONNECTION B. ALL LUMBER SHALL BE DOUGLAS/FIR No. 2 OR BETTER, MIN Fb=875 P S.I. UNLESS OTHERWISE NOTED HIND LOAD 10 IS, EXTERIOR BALCONIES 60 wM FIGURE Riot 2(7) OEPErvoNc ON KAMER MERE HAS BEEN A HISTORY OF LOCAL DAMAGE REQUIREMENTS 9 ALL STRUCTURAL HEADERS TO BE 2 2"x6" UNLESS OTHERWISE NOTED. SEISMIC DECKS 40PASSENGER VEHICLES GARAGES s 50 o aME WIND EXPOSURE CATEGORY SHALL HIT PART OF ME E DETERMINED ONAA SITE-SWITHPECIFIC ME C BA SPEED FROM THE BASIC WINDSEC SPEED NAP (FIGURE R30t 2(4)} ( ) SPECIFIC RA515IN ACCORDANCE SDC SECTION R30121 10 ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS CATEGORY 'C" (EXEMPT ATTICS WITHOUT STORAGE EI, TO f REFER TO TABLE Nn012. 'WNTER DESIGN DRY-OUCH TEMPERATURE' COLUMN RAFTER TO WALL DETAIL INSTALL IED 16" ON CENTER BASED ON RESIDENTIAL CODE ATTICS MM STORAGE I1 20 11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE N Y S. ENERGY CONSERVATION CONSTRUCTION CODE OF 'NEW YORK STATE" ROOMS OTHER MAN SLEEPING ROOMS 40 9. THE NPI60ICTON SHALL TILL N THIS PART OF THE TABLE MTH ME SEISMIC OEs1IX1 c4TEGORY DETERMINED SROM 58cTon R3D1 221_ REQUIREMENTS. SECTION R3OL22 (SEISMIC SLEEPING ROOMS 30 h ME JURISDICTION SHALL Flu IN THIS PART OF ME TABLE Y4M (R) ME DAIS OF ME JURISDICTION'S ENTRY INTO ME NATIONAL FLOOD PROVISIONS) STAIRS 40 c INSURANCE PROGRAM (DATE OF ADOPTION OF ME FIRST CIDOE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (M) ME 12 HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER N.Y.S. CODE SECTION R3101 1 MIN 5 SF OPENING ON GUARDRAILS AND HANDRRAOS a 200 DATES) OF THE CURRENTLY EFFECPA FIRM AND FBFM, OTHER FLOW HAZARD MAP AMPIED BY ME COMMUNITY AS MAY BE AMENDED. SINGLE STRAP APPLICATION FIRST FLOOR WITH 20" MIN. WIDTH AND 24" MIN HEIGHT, 5 7 S F ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT . SEE FIGURE R301 2(5) FOR GROUND SNOW LOADS (MULTIPLES MAY BE USED) NOT MORE THAN 44 INCHES ABOVE FINISHED FLOOR o. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A ZDOO POUND LOAD APPLIED OVER 20-SQUARE INCH AREA ! TOP PLATE TO STUD 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. e NO STORAGE wTH RODE SLOPE NOT OVER 3 UNITS IN 12 UNITS USE •'slMPsorv" USE "SIMPSON" CS20 c INOMDUAL STAIRS TREADS SHALL BE DESIGNED FOR ME UNIFORMLY DISTRIBUTED UME LOAS OR A 300 POUND 14 USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCLOSURES WTH SILL HEIGHT LESS THAN 60" ABOVE CQNCENMAMD LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, VMICNEMM PRODUUCEs ME GRATER STRESSES / 1 1 /4 %20 GAGE FINISH FLOOR AS PER NEW YORK STATE RESIDENTIAL CODE SECTION R-308 & R-308.4(9) d A SINGLE CONCENTRATED LOAD ASSURED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, LBPS 5/5- BEARING • ATTICES WNSTRUCIED AM WOW MUSSES SHALL BE OESCNED TO ACCORDANCE W.M SECTION R502101- PLATES AT EACH I SEE SECTION R50221 FOR DECKS ATTACHED TO EXTERIOR WALLS. M ANCHOR BOLT. 1 -- GALV COIL STRAP 18 GAGE 1 1 /4".24" MIN. _ " f `A'/ �6)-1od X 1 1/2" TABLE 3.1 NAILING SCHEDULE ( 1995 AF & PA WFCM NAILING REQUIMENTS FOR ASPHALT TABLE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS STRAP TO TIE Dowry STUD To I�• - - "- - - ' 1I GIRDER CONNECTION TO - MIN, NAILS @ EACH END ROOF SHINGLES °°� °° .p."p slLL PLATE TO FOUNDATION. --` �� i, - OF STRAP. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING I, p Apt goy FASTEST MILE WINOSPEED (mph) EASIEST MILE VANDSPEED (mph) PIPE COLUMN (INSTALL 0 EACH COLUMN) ` BASED ON "RESIDENTIAL CODE OF NEW 'FORK STATE" ROOF FRAMING SECTION - R905 (REOWRMENT FOR ROOF COVERING) 90 loo Ito 1zo 90 100 110 120 STUD TO BAND JOIST TO STUD DETAIL (INSTALL ® 16" O.0 ) RAFTER TO TOP PLATE (TOE-NAILED) 4-5d PER RAFTER R90525 FASTENERS. FASTENERS FOR ASPHALT SHINGLES NUMBER OF Sd COMMON REWIRED CAPACITY OF RIDGE F CEILING JUST TO TOP PLATE (IDE-NAILED) 4-6d PER JOIST ROOF PITCH ROOF SPAN (IL) NAILS IN EACH ENO OF CONNECTION (pIQ tzl•A FLOOR JOIST BRIDGING - CEIUNG JUST TO PARALLEL RAFTER NS )FACE-NAILED) (SEE TABLE 3-7) EACH LAP SHALL BE STING NAIL STEEL, STAINLESS STEEL- ALUMINUM OR 1-1/i 20 GAGE STRAP 1s 1 CEILING JUST TO LAPS OVER PARTIONS FACE-NAILED (SEE TABLE 3-7) EACH LAP COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH(2-67 CUT COLLAR TIE TO RAFTER (FACE-NAILED) ) ) (SEE TABLE 3-4) PER TIE mm)] SHANK WITH A MINIMUM 3/8-INCH (95 mm) DIAMETER 3.12 12 ' '_ 3 4 4 037 312 394 484 LENGTH \ Use every other AOI t1U2 1n ❑ COW t0 BLOCKING TO RAFTER (TOE-NAILED) ."-8d EACH END HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH 15 3 4 5 6 316 416 525 645 t6` - provide the code-required minimum 2-I6d EACH END THE ROOFING MATERIALS AND A MINIMUM OF 31* INCH 19.1 20 4 5 6 7 395 519 657 307 FIM BOARD TO RAFTER (ENO-NAILED) / ( 24 4 5 7 B 475 623 788 960 MIN Center-to-Center Spacing for nails _ mm) INTO ME ROOF SHEATHING. WHRETHE ROOF SHEATHING 28 5 6 6 - 554 727 919 Axe ��II WALL FRAMING OS LESS THAN 3/4 INCH (191 mm) HICK, THE FASTENERS 32 5 7 - - 633 831 1050 1291 �I T TOP PLATE TO TOP PLATE FACE-NAILED) 2-I6d 1 PER FOOT SHALL PENETRATE THROUGH THE SHEATHING, FASTENERS 36 6 B - - 712 935 1182 1452 ( SHALL COMPLY 'NTH ASTM F 1667. TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16d JOINT-EACH SIDE ; 12 12 2 } J IBS 247 312 let USE SIMPSON CS20 R905.2E ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE CLEAR STUD TO STUD (FACE-NAILED) 2-16d 24" do 16 2 l 4 4 252 330 416 510 WOOD GI DER ON A 4" xl/4" �� 1 1/4'1x20 GAGE HEADER TO HEADER (FACE-NAILED) Had 16" O.C. ALONG EDGES MINIMUM NUMBER OF FASTENERS REQUIRED BY THE pp 3 ; 5 5 315 102 520 637 STEEL B RING PLA ON A SPAN MANUFACTURER FOR NORMAL APPLICATION, ASPHALT SHINGLES _4 3 4 5 5 378 494 623 765 3 I/2" DIA TER 5 L COLUMN GALV. COIL STRAP TOP OR BOTTOM PLACE TO STUD (ENO-NAILED) 2-I6d PER 2x4 STUD SHALL BE SECURED TO ME ROOF WITH NOT LESS MAN FOUR 29 4 5 6 7 441 577 727 092 W/ (/)-10d COMMON 3-I6d PER 206 SMD FASTENERS PER STRIPS SHINGLE OR TWO FASTENERS PER 32 4 6 7 B 504 659 831 1020 4-I6d PER 2x8 STUD INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 36 5 6 B - 566 742 935 1147 NAILS tg7 EACH END UNITS VERTICAL IN 12 UNITS HORIZONTAL (20:12), SPECIAL 'SIMPSON" TYPICAL NC 2-I6d L2 INSTALLA77ON �� 1 BOTTOM PUTS TO BOOR JOIST BANOJOI6T ENDJOIST OR PER FOOT METHODS OF FASTENING ARE REQUIRED. 5:12 12 2 2 2 3 145 190 240 295 F1 16., p �F STRAP BLOCKING (PACE-NAILING) 16 2 2 3 4 193 253 320 393 FLOOR JOIST ON I\ EXCEPTION e ASPHALT STRIP SHINGLES SHALL HAVE A 20 2 3 4 4 241 317 400 491 + 7/$" Provide minimum end distance "s- -- MINIMUM OF SIX FASTENERS PER SHINGLE WHERE ME 4 3 3 4 5 289 380 480 509 INTALL CROSS BRIDGE MIN S'-0" O C y I` 11 FLOOR FRAMING ROOF IS IN ONE OF THE FOLLOWING CATEGORIES: 28 3 4 5 6 33B 443 560 6138 "� Equal number of specified _ 32 4 4 5 7 388 507 640 766 JLDIST TO SILL, TOP PIATE OR GIRDER (WE-NAILED) 4-m PER JUST 1, THE BASIC WIND SPEED PER FIGURE R301 2(4) IS 110 36 4 5 6 7 434 570 720 13134 nails in each end BRIDGING TO JUST (TOC-NAILED) '--8d EACH ENO MILES PER HOUR (177 km/h� OR GREATER AND THE BLOCKING TO JOIST (TOE-NAKED) .-ad EACH END EAVE IS 20 FEET (fi096 mm OR HIGHER ABOVE St 12 t2 2 2 2 3 131 nt 216 364 BLOCKING r0 SILL OR TM PLATE (TOE-NAILED) 3-I6d EACH BLOCK GRADE. 3-I6d EACH Jolsr 16 z z ] 3 175 zze z57 352 STUD TO SILL PLATE @ SLAB DETAIL ( INSTALL CO Is" ON CENTER ) STUD TO SILL PLATE DETAIL ( INSTALL 0 16" ON CENTER LEDGER.STRIP TO 8[nM (FACE-NAILED) 2 THE BASIC NND SPEED PER FIGURE R301 2(4) IS 120 20 2 3 3 4 218 2135 359 440 ) JOIST ON LEDGER TO BEAM (HOE-NAILED) 3-8d PER JOIST MILES PER HOUR (193 km/h) OR GREATER. 24 3 3 4 5 252 342 431 52° 3-16d PER X15T 28 3 4 4 5 306 399 903 616 USE "SIMPSON" _ BAND JOIST 10 JOIST (END-NAILED) 2-16d 1 PER FOOT 3 SPECIAL WIND ZONES PER FIGURE R301,2(4) 32 3 4 5 5 350 457 575 704 BAND JU15L TO SILL OR TCW PLATE (i0E-NAILED) 36 4 5 6 7 393 514 64> 792 STEEL GIRDER ON A 3/8" STEEL _ = R9052.EM ICE PROTECTION IN AREAS WHERE THE AVERAGE MOUNTING PLATE W/(4) 1/2" CS20 pUsero every other n❑I hole In 0 TOW t0 ROOF SHEATHING DAILY TEMPERATURE IN JANUARY IS 25F (-4'C) OR LESSOR Tt2 - 12,12 tz 1 2 2 2 123 150 201 245 DIAMETER BOLTS ON A 3 2 USE "SIMPSON", U52 every other Hall hole In a TOW to 1 1/4"x20 GAGE = i provide the code-required minimum 'WHEN TABLE R301 2(1) CRITERIA SO DESIGNATES, AN ICE / / Io_ g - ` LiiRUQIDRAL PANELS 3d (SEE ROOF SHEATHING NOTE I6 2 2 3 3 164 213 2fi) 327 DIAMETER STEEL COLUMN OS18 1 1/¢'1X18 GAGE provide the code-required minimum GALV. COIL STRAP '� Cen tBr-t0-C2n ter spacing fOfn01S 1)IAGLY,AL BOARD 'CHI 4MIINd y ) BARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF ^_0 2 3 3 1 205 266 334 409 • P g - - UNOERLAYMENT CEMENTS TOGETHER OR 5 center-CO C2n a ;e 1`x0• '_-Bd PER BUPPORT 3> ] 4 5 6 6 ;26 535 450 GALV 4C O,��TRAP - t-f sp❑CID for nOls D E ER OF ELF-ADHERING ,q 3 3 4 5 - W 7 -$d 1 2" 1'.10' H 'MDF.N 3-.9d PER SUPPORT OF NOR MODIFIED BITUMEN SHEET, SHALL BE USED E IT 287 323 468 92 2" USE "SIMPSON" • ____ NORMAL LINO LAYM N H - - ] I' OF U M ER ENT AND EXTEND FROM THE aAVES - ' o / ) NAILS © EACH END 36 } 4 5 6 369 ;]9 fi0x 73fi FI CONC ETE SLAB OF STRAP 16" O.0 5/9 EDGE TO A POINT AT LEAST 24 INCHES 610 mm INSIDE ME �. NAILS I_ EACH END CEILING SHEATHING ( ) L TABULATED CINNECIION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 2/3 OF THE ROOF OF STRAP 16 O G. %/ EXTERIOR WALL LINE OF THE BUILDING 3 x3 GBPS BEARING PLATE pTPSUM WALLBOARD SJ LUOLERS T EDGE/ 1U' FlEIp R905.2 7 ^- UNP.ERLAYMENT AND HIGH WIND UNDERLAYMENT ASSEMIl DEAD LOAD (2/3 x 10 pal). - - > USE ,"SIMPSON" -- ns' EACH 5/8" DIA. WALL SHEATHING APPLIED IN AREAS SUBJECT TO HIGH WINDS [GRATER THAN 2 WHEN ME rABUutED NUMBER OF NAILS EQBIREp IN EACH AND of THE STRAP Is EQUAL i0 1 STRUCI FIBERBOARD PANELS PANELS �- °•t (SEE]AEOGE SHEATHING OTE) 110 ndph WITH CORROSINmRESISPER TAN FI URENERS2N4)] SHAL BE AWIMED , VNilAIU gAND AIS1 NOTISRn UIiRSD.ATTACHED IN ACCORDANCE AM TABLE 31, ME RIDGE STRAP AND ADDITIONAL - 3 X3 LEES S/$ - [i X 8 DEEP MIN BEARING PLATES ANCHOR BOLTS / LIN E I$ USED IN LIEU OF A RIDGE UD STRAP, ME NUMBER OF lad COMMON NAILS 1 1c 7/16' Bd 1 3" EDGE / 6' FIELD MANUFACTURERS INSTALLATION INSTRUCTIONS. FASTENERS ARE REWIRED IN EACH END OF ME COLLAR BE NEED NOT EXCEED ME TABULATED NUMBER OF m /� SPACED 3 -O" O.C. ' 25/32' ed 1 TO DE APPLIED ALONG THE OVERLAP NOT FARMER APART NULS w STEEL STRIP (D EACH 5/8" DIA. T EDGE 10" FIELD THAN 36 INCHES (914 mm) ON CENTER 4 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12" RIDGE SMAP SPACING. FOR / AS PER 1995 EDITION GYPSUM WALLBOARD Sd COOLERS / DIFFERENT RIDGE SHOP SPACINGS, MULTIPLY ME TABULATED VALUES BY ME APPROPRIATE CONCRETE MINIMUM x 8" DEEP MIN CONCRETE MINIMUM / HARDBOARD ad (SEE WALL SHEATHING NOTE) R90528 FLASHING. FLASHING FOR ASPHALT SHINGLES SHALL, OF WFCM TABLE 3 2A ad (SEE WALL SHEATHING NOTE) MULTPUfR BELOW IF THE NUMBER OF NAILS IN EACH AND OF EACH RIDGE STRAP EXCEEDS B. ANICHOR BOLTS FC=3,000 PSI ! PARTICLEBOARD PANELS COMPLY VAM MIS SECTION. 'BREDA- CONNECTION HARDWARE IS REQUIRED. °SIMPSON" TYPICAL LCC5 25-3.5 Fc= 3,000 PSI STRENGTH AT '78 •s R905281 BASE AND CAP FLASHING BASE AND CAP 5 TABULATED LENGTH REQUIREMENT ASSUME A MEAN EDGE HOOHT OF 33 FEET FOR MEAN ROOF INSTALLATION CONNECTING A 3 PLY STRENGTH AT 28 SPACED 3'-0" O C. ,�. DIAGONAL BOARD SHEATHING FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH HEIGHTS OF 15 FEET OR LESS, ME TABULATED VALLIS SHALL BE PERMITTED TO BE MULIPUED LVL AND A 3 1/2^ DIAMETER STEEL 1'x10 OR 1"x8' 3-8d PER SUPPORT MANUFACTURER'S INSTALLATION INSTRUCTIONS BASE FINISWING BY 080. COLUMN DAYS I,�i AS PER 1995 EDITION DAYS. OF WFCM TABLE 3.2A I"x10" OR WIDER PER SUPPORT SHALL BE OF EITHER CORROSION-RESISTANT METAL OF _ FLOOR SHEATHING MINIMUM NOMINAL 0.019-INCH (0483 mm) THICKNESS OR RIDGE STRAP SPACING (Ir) t2 16 19.2 24 18 n MINERAL SURFACE ROLL ROOFING WEIGHING A MINIMUM OF '77 SHEAR WALL SEGMENT DETAIL STRUCTURAL PANELS x MULTIPLIER 1.W 13] 160 200 400 6.00 POUNDS PER 100 SQUARE FEET (3.76 kg/m )CAP FLASHING ITTS PER WFCM FIG 1.5 & SEC 3.44.2 1' OR LESS 9tl 6' EDGE/ 17 FIELD SHALL BE CORROSIONRESISTANT METAL OF MINIMUM NOMINAL GREATER MAN 1" i01 6" EDGE / 6" FIELD 0.019-INCH 0.483mm TILEVER OVER FOUNDATIION (INSTALL 0 16" O.0 plusrALL 0 16" DIAGONAL BOARD SHEATHING ( ) THICKNESS. MIMIMUM SHEAR WALL SEGMENT SIZE )LEVER OVER 1st FLOOR 1'x6" OR 1',8' 2-8d PER SUPPORT L ASPECT RAHLE H/L G 3 I/2" ]-6d R9as z R.z VALLEYS vnuers ur+wcs SHALL BE INsrque0) 1N TABLE 3.7 - RAFTER/ CEILING JOIST HEEL JOINT CONNECTION USE ' S ON ' I'x1O' OR WIDER PER SUPPORT ACCORDANCE WITH MANUFACTURER'S INSTALLATION REQUIREMENTS 20 psf ROOF LIVE LOAD WALL HT (H) SEGMENT WIDTH (W) USE "SIMPS " 1 1 1/4"X20 G USE R-38 BATT L 1.NAILING REOUIRMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT ME PANEL EDGE, IF WALL SHEATHING IS NAILED INSTRUCTIONS BEFORE APPLYING SHINGLES. VALLEY UNINGSi OF B'-1" 2'-4" 1 1/4"x20 GAGE USE R-38 BATT 16" INSULATION 3' ON-CENTER AT ME PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACTIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL THE FOLLOWING TYPES SHALL BE PERMITTED: ROOF SPAN (It) ROOF SPAN (Lt) , �p 9•_p. 2'_B- 1 GALV. STRAP gTION OVE T SE DOUBLED OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN ME LOAD PAM _ GALV. STRAP MIN_ INSULATION OVE T M I. FOR OPEN VALLEY (VALLEY LINING EXPOSED) UNED 12 24 2B 36 12 24 . 28 36 w 10'-1' 3'-0' SIDE AIR w/ 5-8d COMMON SIDE AIR 2. WHEN WALL SHEATHING IS CONTINUOS OVER CONNECTED MEMBERS. ME TABULATED NUMBER OF NAILS SHALL BE PERMITTED i0 BE WITH METAL, THE VALLEY LINING SHALL BE AT LEAST' W S-8d COMMON REWIRED NUMBER OF REQUIRED CAPACITY O / NAILS IN EACH REDUCED TO 1-I6d NAIL PER FOOT 24 INCHES (610 mml WIDE AND LINING AND OF ANY RAFTER RAFTER 18d COMMON NAIL PER HEEL. HEEL JOINT CONNECTCN NAILS IN EACH USE "SIMPSON" END 16' O.C. OF THE CORROSION-RESISTANT METALS IN TABLE SLOPE SPACING (IOL) JOINT SINCE 1,244.5 (Ihc) 1.x44.5 R9ass.e.z USE "SIMPSON" END 0 16' O.C. USE "SIMPSON" 2 FOR OPEN VALLEYS, VALLEY LINING OF TWO RUES OF' 1 1/4' x20 GAGE _ ROOF SHEATHING NOTE: MINERAL SURFACE ROLL ROOFING, COMPLYING WITH 12 4 6 8 11 320 576 823 1067 = PHD2-SDSE HOLD DOWN 1 1 4"x20 GAGE ASTM D 249, SHALL BE PERMITTED- THE BOTTOM 3:12 16 5 8 11 14 426 766 1095 1419 GALV. STRAP / z4 7 11 I6 21 640 1152 1646 2134 w/ SST816 ANCHOR BOLT GALV STRAP (CAN USE 10tl BOX NAILS AS INTERIOtR ZONE- 16" ON-CENLER RAFTER/ TRUSS SPACING LAYER SHALL BE 18 INCHES HEST mm) AND THE TOP' _ _ 5-8(t COMMON ALTERNATIVE) LAYER A MINIMUM OF 36 INCHES (914mm) WIDE. 12 • 3 5 6 8 240 432 617 800 NAIL FLOOR JOIST 2" BLOCK FUR W/ 5-8d COMMON NAIL SPACING - PANEL EDGE- ad COMMON O 6" ON-CENTER 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH 4,12 16 4 6 8 11 319 575 821 1064 2" BLOCK F ING I -- N IN EACH FAL SPACING - INTERMEDMIATE SUPPORT - Bid COMMOM 0 12' ON-CENTER SHINGLES), VALLEY DNING OF ONE PLY OF SMOOTH 24 5 9 12 16 480 864 1234 1°00 FOR )NSU UN 2'-0" MAX - ROLL ROOFING COMPLYING WITH ASTM 0 224 TYPE It FOR I ATION 2 -0' MAXit 2-Sd COfsm,!LL�P:Lln�j END © " O.C. PERIMETER EDGE ZONE-_16' ON-CENTER RAFTER/ TRUSS SPACING OR TYPE III AND AT LEAST 36 INCHES (1914 mm) WIDE 12 3 4 S ] 192 318 497 851 NAILS TO OR VALLEY LINING AS DESCRIBED IN ITE 5 1 AN 2 5'12 16 3 5 7 9 255 450 135) B51 NAIL SPACING - PANEL EDGE- Btl COMMON O 6- ON-CENTER ABOVE SHALL BE PERMITTED. SPECIALTY 24 4 7 10 13 384 mz 986 1280 i NAIL SPACING - INTERMEDMIAIE SUPPORT - ad COMMON O 6. ON-CENTER UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY 12 3 3 4 5 137 247 353 457 DECK DETAILS (NOTE USE TRIPLE ZINC CONNECTORS BE USED IN LIEU OF THE LINING MATERIAL. 7:12 16 3 4 5 6 182 328 470 608 1/2" CDX PLYWOOD SHEATHING ® ) FIGURE 2.20 -TYPICAL LATERAL FRAMING WALL SHEATHING NOTE: 24 3 s 7 9 274 494 706 v4 EXTERIOR w Sd NAILS 0 6" OC. EDGES CONNECTIONS TABLE R9g5.2.B.2 12 3 3 3 4 UP 192 274 356 / (lP(' (CAN USE IOL Bax NAILS AS INTERIOR ZONE- I6- ON-CENTER STUD SPACING VALLEY LINING MATERIAL 9:12 18 3 '3 4 5 142 255 364 473 & 12" O.C. IN THE FIELD. V1'1E ALTERNATIVE) 24 3 4 6 7 n4 364 s+fi nz RAILING CROSS SECTION END VIEW NAIL SPACING - PANEL EDGE- Btl COMMON O 6` ON-CENTER MINIMUM 1/2" GYP BD. INTERIOR w/ 5d COOLER NAL SPACING - INTERMEOMIATE SUPPORT - 8d COMMON O tY CN-CENTER THICKNESS WEIGHT lx 3 3 3 3 I>D 144 206 HIS 0 0 ' -p- - MATERIAL (inches) GAGE (pounds) 12:12 t6 3 3 3 4 160 192 D4 355 NAILS ® 7" 0 C. ® EgGE & ® 1D° D C. a.r ____ 4" EDGE 20NE-_I6" UN-CENTER S1U0 SPACING 24 3 3 4 6 160 288 412 534 N THE FIELD. ..B' o ° POST �%'1 NAIL SPACING - PANEL EDGE- Btl COMMON O 6" ON-CENTER COPPER - - 1 I. NAILING REOORMERTS SHALL BE PERMI`U D TO BE REDUCED 25% OF NAILS AR CLINCHED _ - NAIL SPACING - INTERMEDMIAIE SUPPORT - 8d COMMON O 6" ON-CENTER ALUMINUM 0.024 - - 2:WEEL JOINT CONNECTIONS ARE NOT MONT IRED YMEN, ME RIDGE IS SUPPORTED BY A LOAMEARING - •0• ' ALL, HEADER OR RIDGE BEAM. 3.MEN INMRMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS 2'NNI THIS STRUCTURE IS LOCATED IN A WIND BORNE DEBRIS REGION STAINLESS STEEL - 28 - IDA TED TO WALE ME TABU SITED HER ME CONNECTION REQUIREMENTS SHALL BE DCIIC Simpson Strong-Tie PERMITTED TO BE WALL PROPORTIONALLY W ME CONNECTION IN SPAN. -•,y f r p GALVANIZED 26 (Linc 4.EOUIVALENT NAILING PATTERNS ARE REQUIRED FOR RULING JUST TO GETTING DOST LAP SPLICES, All BUILDINGS WITHIN ONE MILE AN OCEAN, BAY, k SOUND SHALL MEET THE REQUIREMENTS OF STEEL 0.0178 coated G90 5 TABUUIED HEEL JOINT CONNECTION REQUIREMENTS ASSUME COLING JOISTS OR RAFTER TIES ARE 'I • i "➢.41' RFq, I NnAL GQQES7f_INES .4f-HEW-Y481K CODE SECTION R301 DESIGN CRITERIA PART R301 2L2 ) LOCATED AT ME BOTTOM OF ME ATTIC SPACE. AHIA ' 2' MINIMUM SUDECOVER Simpson Strong-Tie 0N(E,gyftB ITR1W�61B" O D ZINC ALLOY 0.027 - MEN CODING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN ME ATTIC SPACE, ME TABULATED - - - - - Simpson Strong-Tie •R' 't .) _ _ _ HEEL JUNT CONNECTION REQUIREMENTS SHALL BE INCREASED BY ME FOLLOWING FACTORS: P Simpson Strong-Tie PC .. -:_ :_-�___.�_______-__- LEAD - - 2 1/2 ABU44 PB44 R].Q1OL'_IN1kRNAl £RE55(!BE WI DOwS IN BUILDINGS TABLE R301.2.1,2 CEILING HEIGHT / ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT I'I LOCATED IN 'WIND-BORNE DEBRIS R GIONS SHALT. HAVE WIND-BORNE DEBRIS PROTECTION PAINTED TERNE - - 20 FACTOR Simpson Strong-Tie GLAZED OPENINGS PROTECTED FRO WIND-BORNE DEBRIS OR FASTENING SCHEDULE FOR WOOD °/° °'00 DBTI Ryy THE BUILDING SHALL BE DESIGNED 5 A PARTIALLY ENCLOSED R905.2.8.3 CRICKETS AND SADDLES_ A CRICKET OR SADDLE 4/5 Sao V BUILDING IN ACCORDANCE WITH " NG CQQE OF NEW STRUCTURAL PANELS a,b,c,d SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY 3/4 4.00 USE "SIMPSON" YDEIS�VSTE". GLAZED OPENING PR RECTION FOR WIND--BORNE GREATER THAN 30 INCHES (762mm) NIDE, CRICKET OR 2/3 3,00 PHD2-SDSE HOLD DOWN DEBRIS SHALL MEET THE REQUIREM NIS OF THE LARGE MISSILE FASTENER SPACING SADDLE COVERING SHALL BE SHEET METAL OR OF THE SAMIE V2 ZOO o - TEST OF ASTM E 1996 AND OF AS E 1886 REFERENCED MATERIAL AS THE ROOF COVERING. 1/3 150 w/ 5/8" TREADED ROD JOIST 4 FOOT 6 FOOT 1/4 L33 - THEREIN. FASTENER PANEL SPAN aPANEL SPAN cPANEL SPAN RGQ5284 SIDEWALL FLASHING FLASHING AGAINST A VERTIIICAL 1/5 125 lo - rYPE s4 FOO TSP. CONNECTION FOR TWO EXCEPTION. WOOD STRUCTURAL PANELS W1M A MINIMUM s6 FOOT s8 FOOT $IDEWALL SHALL BE ME STEP-FLASHING METHOD I/6 L20 • PI THICKNESS OF 7/16 INCH (11.1 m) AND A MAXIMUM R905.28.5 OTHER FLASHING FLASHING AGAINST A VER➢CALL 1/10 1.11 STORY APPLICATIONS c -r I " _ hI SPAN OF 8 FEET 2438 mm HALL BE PERMITTED FOR Z I/2 �(' TECO" JOIST HANDER ' ( ) WVW 16' 12' 9' FRONT WALL, HI WELL AL BOL STACK, VENT PIPE AND OPENING PROTECTION IN ONE D TWO STORY BUILDINGS. SCREWS CHIMNEY FLASHING, SHALL BE APPLIED ACCORDING TO HOLD DOWN DETAIL - LEDGER ' ' •, ; PANELS SHALL BE PRECUT TO OVER ME GLAZED ASPHALT SHINGLE MANUFACTURERS PRINTED INSTRUCTIONS.. 1/2" SPACING ENOWALL_ --SECURE TO STRUCTURE w/ 1/20 LAG BOLTS 0 16" O.C. OPENING WITH ATTACHMENT HARDWARE PROVIDED. 2 1/2' dE AS PER WFCM SEM-3.4 EXTERIOR SHEAR WALL TYPE 11 ATTACHMENTS SHALL BE PROM EO IN ACCORDANCE WTH WOW 16" 16' 12' ALLOWS HOLDDOWN 2-16d COMMON TABLE R301.2.1.2 OR SHALL B DESIGNED TO RESIST THE SCREWB INSTALLATION NAILS ®,6" O,C. COMPONENTS AND CLADDING LOADS DETERMINED IN r 4�1RFEO .3i S F, i•=9.twl yodrr Fa•� ACCORDANCE PATH THE PROMSONS OF "THE BUILDING o THIS TABLE IS BASED ON 110 mph WIND SPEEDS ANDA WINDOW NOTES: USE "SIMPSON" CORNER STUD 2,WEgEO ARCy/A CODE OF NEW YORK STATE" 33- FOOT MEAN ROOF HEIGHT. PHD2-SDSE HOLD DOWN CONNECTED TO G J. MALL °w44t TRANSFER SHEAR ERZ GRA ' D. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF w SS1E16 ANChIOR �'- p 8 1. ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM "ANDERS6EN' / ME WOOD L BE 10 RAL PANEL WINDOW CATALOG UNLESS WINDOW IT NOTED. BOLT f. s FLOOR SHEATHING p 'Ord FP BOALE, /V$iG�G APPRP/®9Y, PRAw+BY �L!/gnlf G NAILS SHALL BE 10d COMMON OF 12tl BOX NAILS. USE "ANDERSEN" LOW-E VANDOW WITH U-VALUE OF 035. Ir � �`��� T' ' FLOOR FRAMING DF DATE, RieNa5eo BY , d. WHERE SCREWS ARE ATTACHED TO MASONRY OR 2. WINDOW DESIGN PRESSURE RATING HOEDOWN ANCHOR BL �^' „yam MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING WINDOWS WITHIN V-0" OF CORNERS SHALL MEET OR EXEEDI ji Robert J. Gruber - Architect VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM DESIGN PRESSURE RATING OF 30 Ib/S.F. ALL OTHER WINDOIWS COUPLER NUT SILL PLATE J y�gyO9, y4 ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. SHALL MEET OR EXCEED DESIGN PRESSURE RATING OF 25 416 Expre*swaq Drive 5o. Medford, N.Y. 11163 (631) 654-4949 Ib/S.F. ANCHOR ROD CONCRETE n�m1P mE+`' ; FOUNDATION ` 'M0N6 COVER SHEET I OF ,7 I 66'-d3C ' IY = d3� p 6 , , '„ y . . I X ;60 Azle. ✓ " a f/�l"r '�«'.��?..1�`�ry',Y.Y�J.t�,C,"Sc�.CHt� r �':_ .. _ _ A_ - .. . ., •, � � � V ' , '.' - � ,, ' , ,,�.�������,N�7g.�L9�. .._ � � v .2 ifl6� dCLQ 0 2x6.1Fl1 .- ; ' . � �x ;r2s'w6��N' 7iF�,4 , :. .� .c s,� "�.s�t�F,r+=�? �z:".i+1��.3'�s��.J�� : . �` . : • � __._ � >rc. .���_,- .-, , : , ' b'„GR�f - - � gyp" ., _ _ sc. •""i`-moi",-.Si�r�:r.`{ , � , -�, � .r- � ' ',�✓,.ST',�1bA- ..�. ss/�'",,..�. �' � � . oC. �2 2x6`, _ _ .:r; '''��' _ ,..'-!/ ,� -�- .; '+." �' '� � � -�' /�/' ) - -- - --�- -� .; n - 6C, - � ''4y' i,r. ' . :. �:: _'',f�%!PS <Yi,�i9.$.1' /6'��•:_ � :,.; ,, , �,, ,2��p t59,s/r/o.AC vat• �<'�c.C' rJK r�rl�9ta _ , .lE nt .��X ..-fit— All- -7 a - - �G,e��'i�'- G(�.r�V�•/isPkA' �� � � y •� , - - _ � .. r -.._ _ _ . . .r'4" -ate � _- � ,0 . �, � ' � _' ., ,.3 i. y _ a `� 4'S'� �_.la'bl3 'V-,AL"CF ♦�' a S.AwM Y' _ ._ r , ✓,.f G.A'iG'w•1' ir. _ r l h_ X _t^' , A/ xp5rW4 47,EN-GZ S--4 41 icJ� 5E 4�P -- - %th'. -57 fur 7-0 - �� -..GCrICT.J� c sel • . E�! �yg: J ` kl � x P,f' '"'�`� , i " �:_<.�:�-fl`4E'' �r'�,'� F- � �'" ., o, - '�.al:G ✓ ��.Y 2 .r, ' \^p Src7Rs`Z>f.- ,. - _ `_oPAwn ar,.R- � _ REVISED Robert, J. Gruber - Architect 4'76 Ex ressµiov f�Nve 5p M@dfort} N V:'11763 631-654-4949 , ORAV{INGNbMRER `�. V; F TF,OF"NSW Co.✓Tin/. �7iO4.s` dENf7 --- ��oitaTivE wz �4TEin� — i2 6 _ - al - - - — Iz �,�, rJ�c:(�ii✓! SE.wi� �S _ . 9ctc`ct t�[ E ' .TtS.C4t%lC'ezrh"EAi — _. I j. n � , , r. L _ �I Ti 30EE- E- : rEEHEE1p ff m -� ARC/y - -�-yG i o �C� – L —1 � –� � Pr��R^ I �P T 163,4E - _•_ 'Iw.RPROVEOBv: ORwWNHYw?4.i�+rC�° _—+-I- ._-- — —t- —1 - -- t .4 �F onrE -_._:- -_ REv:aeo .. � ' .-_.. Robert t J. Gruber - Architect 0 13571 �y 476 Expressway Drive So Medford, N.Y. 11763 631-454-4949 " - _ '��' 9TF.oF nEW y° ,EGG�✓,.A..t' .a/S DRAWING �uUM ER G ✓z s'io� =-- - iz - 77 — Z�,s ZqS - el 777 1.2 T, , •o L���� �-'_'1 L I rvv -I� 1_-; I + - - 4 ..�•?�/s�E�d✓�3(��AS..S"'sjr�'._ ✓?9•�� �/'g/c/Js�r�� /+t'/' - c \Eµr.fi ARcy/I /Y./Y��C/ /LC.J/L.'r=_..