The URL can be used to link to this page

Home My WebLink About34929-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY ~o: Z-34285 Rte: 04/27/10 T~IS CERTIFIES that the building NEW DWELLING Location of Property: 1080 NEW SUFFOLK RD (HOUSE NO.) County Tax Map No. 473889 Section 109 subdivision CUTCHOGUE (STREET) (HAMLET) Block 6 Lot 9.4 Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 4, 2009 pursuant to which Building Permit NO. 34929-Z dated AUGUST 13, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE (NON-HABITABLE ATTIC STOP~AGE ABOVE G~RAGE) AND ATTACHED OUTDOOR FIREPLACE AS APPLIED FOR. The certificate is issued to JOSEPH G MANZI IRREV TR (OWNER) of the aforesaid building. S[~F~LK~I~T"fDEPAR77~TOF~L~{APPR0%r~-L R10-09-0035 ELRL-I~ICAL ~K'rfFIC3%~ NO. 10-0152 PL~ C~RTIFIC2%TION DA'r~ 04/26/10 PLUMB TECH INC 03/18/10 04/23/10 Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD } BUILDING DEPARTMENT/ TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Plarming 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 cmnpleted 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, Swi~nming 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 New Construction: Location of Property: House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Date. Old or Pre-existing Building: (check one) Street Hamlet Filed Map. Lot: Permit No. 3~ '/~ ~' c~ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ /~ :)'" '-:' '~ Final Certificate: [) (~on~) FEB 03 '0~ lI:00AM SOUTHOLD BU1LDIP~ 631 765 9502 Town H~II, 53095 Main Road P.O Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF ~OUTHOLD P.! Fax (631) 765-9502 Tclephone (631) 765-1802 CERTIFICATION_ Building Permit No._'3~'~ ~/~ 03`` ~ (Please ~rlm) (Plc~e prim) I certify fllat the solder used in the water supply system contains less than 2/10 of 1% lead S'~om to before me this (Plum~'gra Signature) day of__~,, ~'_~L__. 20_ I 0 l?l Notary Public.- ~BETH CAMPANELLA NOTARY PUBUG STATE OF NEW yORK NO.01 CAmY~42 QUALIFIED IN sUFFOLK cOUNTY oOMMISSlON EXPIRES ,RINE ~-~1,- Electrical Inspectors, Inc. 308 East Meadow Avenue East Meadow. NY 11554 Office: (516) 794-0400 (631)396-7474 Fax: (516) 794-5854 Email: in f{a~el*i:triealin~pecnora.eom Pucxio Electrical Contracting, Inc. Mark Puccio 15 Frowein Road Bldg. C2 Center Moriehes, NY 11934 Certificate Number: 10-0152 Munic~pali{Y: Sou~hold, Town Of lmvpector: 124 IssueDa~: 4/23/2010 JLCManagement Inc. 1080NewSuffolkRoad Ckltoh0gue, NYl1935 AND FOUND TO BE IN COMPLIANCE ~N[l'tI THE NATIONAL ELECTRIC CODE No visual defects were found for the electrical inspection provided. No ebvions unsatisfactory conditions were found in the areas herein below only. Residential Inspection/New Residence Basement: Storage Room l~t Fio~r: Bathroom, Dining Room, Family ROg~, F~y~, Ha~.~!,,~chen~ ~n~,ry Room. Living Room 2mt Flgor: Bathroom. 2 Bedroorns~ Hall, Ma~t~r Bathroom. M~ter B~droom. Sitting Room. Walk-In Closet e Room Rough 1/17/10 Final 4/23/10 Richard M. Bivone President Philip F. Goehring Chief Elec~cal lnsp~t~r / N°t ~.d ?Le~E~'~%ed~~llty an 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. 34929 Z Date AUGUST 13, 2009 Permission is hereby granted to: JOSEPH G M3kNZI IRREV TR P.O. BOX 702 ROCKY POINT,NY 11778 for : CONSTRUCT NEW SFD 2 STORY WITH 2 1/2 CAR GAR3tGE PER APPROVED PLANS AS APPLIED FOR. 50% CLEARING LIMIT at premises located at 1080 County Tax Map No. 473889 Section 109 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY NEW SUFFOLK RD CUTCHOGUE Block 0006 Lot No. 009.004 4, 2009 and approved by the 13, 2011. Fee $ 2,056.80 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE ~ INSPECTOR REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [~ION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [~FRAMING ~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING~TRAPPING~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCllON [ I FIRE RESISTANT PENETRATION REMARKS:~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONS~UCTI0# [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECT(] TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~H PLB~ ]~UNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] ~RE~,A,-.', ~' INSPECTION HBE~S~r~rrcQNs'muoTH)N [ ~m~.~m~t/~lt~T~i ~~ /~ ~ /1~~ ~I~_~ IN~-~SPECTOR ~ INSPECTI )N [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE~FETY INSPECTION REMARKS, ~?~ '~~ ~ DATE~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN~EPT. 'NSPECT ON [ ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] R~HpLBG. [ ~ANSULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~t~F-~9 [ ] FINAL [ ] ~R~~TY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. ~ INSULATION ,~ [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~JLATION [ ] FRAMING/STRAPPING [,~'~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESI~/~A~? CONSTRUCTION[ ] FIRE RESISTANT PENETRATION REMARKS."~/~ ~ INSPECTOR/~ ~//~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]1~ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR.~~~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Approved Cb l 5., :0 ca Disapproved a/c Expiration ,AU6 4 2009 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? V/Board of Health (~ sets of Building Plans Planning Board approval ~Survey - ~heck ~c0oa .-~;P~ / ~ w([I ~1{~ ~eptic Fo~ ~oa~ncltr~ ~ ~e~ ~a~ ~ ~.Y.S.D.E.C. ~ .,~z X Trustees - ~r~ ~od Pe~it ~ 0~ ~om-Water Assessment Fora ~ Contact: Mail to: Phone: BLDG. DEPT. TOWN OF SOUTHOLD Building Inspector 'ATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 0 ? 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 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 inspections. (Signature of applicant or name, ifa corporation) P,O,Box 702. (Mailing address o~' applicant) z8 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder c r, o3 NamT5 S~owner o/0premises / \ /~")r-'-'-~ _ (As on the tax roll or latest deed) If al~pli :a~t is ~/¢~signature of duly authorized officer ~ ~co,orate officer) B~ild~; LicenseNo. ~ . ~ Pliers License No. ~ ~2- M ~ Electricians License No. ~0~- ~ Other Traders License No. 1. Location of land on which proposed work will be done: House Number Street ~ Lo ~t 2 ) Hamlet O County Tax Map Ng. 1000 ,Section, S(D? Block O(~..;- .... :,Lot Subdivision O [ ~ ~~ Filed Map No. I i M~ ~ ~ Lot 2. State existing use and occupancy of premises and intended use and,occupancy of proposed c~nstruction: a. Existing use and occupancy ? O C OJ--~ Jr ~ O_tn d b. Intended use and occupancy Or3C_ -~'~_~-~,' 3. Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost d~.2~O~ 000 · O0 Fee If dwelling, number of dwelling units If garage, number of cars .2_ Addition Alteration Other Work (Description) Number of dwelling units on each floor (To be paid on filing this application) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ [ C,t Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories 8. Dimensions of entire new construction: Front 7 3 ! Rear Height ~ | / Number of Stories 13i/ 9. Size of lot: Front 170 / Rear Rear Depth 73 / i Depth 10. Date of Purchase Name 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 ~/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES __ NO 14. Names of Owner of premises Address Phone No. 7~"~/ NameofArchitect.Tcl~"~c,~ %, t~-Icr' AddressL?,mrtdr~ ~5-}-.._ PhoncNo NameofContractorMc4~-~5 Moo)cB (coaF AddressC~tq~.k:2~'~t'Z~nC~ndeNo.~ 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 BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) ~J"clkum ~ [Oo..~c~o',~' being duly sworn, deposes and says that (s)he is the applicant (Name of individual si~ning~)ntract) above named, (S)He is the ~O~'~CJTO ~ (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 tree 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. Erosion, Sedimentation & Storm.Water Run-off ASSESSMENT FORM . _ ioq L~ ~ ~ " D~;~",~' s~m~. .~:~ ~ ~---_-~. .......... .. item Number:. (NOTE: ACheck Mark (~1for each Question Is RequIred f°t e C°rnpiste Appr'icalion) Yes. Will this projeot Retain All 8tomt-W~ter PaJrt-Off (~eg;Ithd by a Two (2") Inch I~dnfall on Si(e? 1 2 3 5 6 7 8 9 (This Item ~ll-include ell mn-off'created by site cis~dng Impmveptents and the pemmnem c~eaiten of knpewkx~ sun<aces.) Does the Site Pltm ~ncl/or 8ur~y Show All pmp<~ed Drainage Stmcturas indicating Size & Local]on? 1~15 Item shallin4dude ~11 proposed Grade Changes and Slopes Controlling Sur~e WaterFIowi Will thL'~ ploJect Requite a~y Ladd.Filling, Grading or Excavation where ~e~e is a change to the Natural Existing Grade Involving more than 200 Cub~ Yards of Materiel within any Parcel? Will this Application Require Lmld Disturb{rig Antvifles EnOOmpassing an Ares in Excess of Five Thonsand (5,O00] Square Feet of. Ground Sudaoo? Is them a Natural Water Course Running through the Site? Is this Prelect within the Trustees j~fisdic'do~ of within One Hondmd (100') feet of a Wetland or Beach? Will there be. Site preparation on Existing Grade Slopes which E~ceed Fifteen (15) feet of Ve~cal Rise to One Hundred (100') of Horizontal Distance? ~ril] Ddveways. parking Areas. other Impemious Sur[aces be Siopeo to Direct St~rm'Wa[er Run'Of into and/or in the direction of a Town right-of-way? any item Within the Town Rigtlt-o[-Way o~ Road Shoulder Area? (This item wilt NOT Include the Installaflo~ of Driveway Aprons.) Will this project Requi~e Site Preparation within the O.e Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In'the Bex, a Storm-Water, Grading, Orathage & Erosion Control PI;m Is Required and Must be 8ubmlfied for Review Prior to issua_no._e o._f A.._nyBulldthg Pemdfl ........... Yes No EXEM pTION~' Does.this projec~ meet the minimum standards fo~ dasstfl~atio~q as an Agrk~ltuml Pm]ec~? Note: ff You Answered Yes to this Question, s Storm-~Nater, Ora~ing, Drainage & Er°sl°n C°ntml Plan is NOT Requlredl ' STATE OF NEV~r YORK, ............. that h /sh is ........... ................................................................................................................... Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have perforated 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 a~l belief;, and in the manner set forth in the application filed here~.~. that the performed Swo tohe,or ./} // // ................... --q ........................ ............. ~ ] Ou.;;;;,~ In Suffolk Couht~f~ ~,,I l FORM - 00/07 ~ commission Explre~ March ~/¢/,~ t AMENDMENT TO DECLARATION OF COVENANT AND RESTRICTIONS T,14&S DECLARATION made on this 13) 5 day of~]0¢£~0~& , 2006 by John Elcir as Trustee of the Joseph G. Manzi, Jr-~-, Irrevocable Trust, dated February 28, 2000, herinafter referred to as DECLARANT, as the Owner of premises located directly north of Cedar's Road in Cutchogue, New York 11935 and described (herein after referred to as the PREMISES) as SCTM No. 1000-109.00-06.00-009.001, who desires to restrict the use and enjoyment of said PREMISES and has for such purpose determined to impose on said PREMISES covenants and restrictions and does hereby declare that the PREMISES shall be held and shall be ,conveyed subject to the following covenants and restrictions: ¢dk'h~ O.~f~S% ,% ~ ~ }'4(2t.~C~O.o~ -'¢,~ ~.~.~K.~ P¥, WHEREAS, DECLARANT has previously filed with the Suffolk County Clerk covenants and restrictions in Liber 12467 at page 209, and the DECLARANT hereby seeks to amend the covenants and restrictions filed only to the extent set forth herein; and WHEREAS, the Planning Board of the Town of Southold consents to the amendment of the covenants and restrictions upon said land; and NOW, THEREFORE, the DECLARANT, its successors and/or assignes hereby sets forth the following covenants, agreements and declarations against the above described property: 1. The DECLARANT hereby agrees that access to lot I shall be from cedar's Road. 2. The previously filed Declaration of Covenants and Restrictions, as recorded in the Office of the Suffolk County Clerk in Liber 12467 at page 209, will remain valid, with the exception of the noted change. 3. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the t/me such laws, ordinances and/or regulations may thereafter be revised, amended, or promulgated. 4. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. THIS DECLARATION made by John Elcik as Trustee of the Joseph G. Manzi, 3r., Irrevocable Trust, dated February 28, 2000, this 30 day of ~d~, 2006, located at 9 Rock_hall lane, Rocky Point, New York 11778, herein after referred to as DECLARANT, as owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as PREMISES) desire to restrict the use and enjoyment of said Premises and has for such purpose determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANTS have made application to the Town of Southold (herein after referred to as TOWN) for a permit to construct, approval of plans or approval ora Standard Subdivision or development on the PREM1SES~ 2. As a condition of approval by the TOWN of the subdivision or development application, the DECLARANTS covenant as follows: a. that pursuant to Section A106-56(C) of the Southold Town Code, clearing limits for each lot as shown on the approved subdivision map are as follows: and i. Lot I clearing limit - 26,486.30 sq. ft. (35.00%) ii. Lot 2 clearing limit 20,310.34 sq. ft. (50.00%) iii. Lot 3 clearing limit - 20,041.00 sq. ft. (50.00%) iv. Lot 4 clearing limit - 22,415.07 sq. ft. (50.00%); and that access to Lots 1,2 and 3 shall be from New Suffolk Avenue; and that access to Lot 4 shall be from Cases Lane; and that no changes to any of the lot lines without Planning Board approval; e. that all stormwater runoff resulting from the development of any or all of the lots on the subdivision map shall be retained on site and shall be the responsibility of each property owner, and prior to any construction activity, DECLARANTS shall secure a General Permit for Storm-water Runoff from Construction Activity (GP-02-01) administered by the New York State Department of Environmental Protection (DEC) under the Phase 1I State Pollutant Discharge Elimination System (SPDES) Program, and g. the location of principal residential structures must be within the building envelope shown for each lot on the approved map, and h. construction of residences on any or all of the lots on the approved map shall include the use of gutters, leaders and subsurface drywells to retain surface runoff, and landscaping on any or all of the lots on the approved map shall consist of native, disease-resistant and drought-tolerant plants, and j. the residential application of synthetic fertilizers and pesticides is prohibited on each lot as shown on the approved map, and k. construction or residences on any or ail Iots on the approved map shall include the use of low flow faucets and toilets, and I. pervious driveways shall be required to serve each lot on the approved map. 3. The DECLARANTS their successors and/or assigns shall set forth these covenants, agreements and declarations in ant and all leases to occupants, tenants and/or lessees of the above-described property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANTS, their successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be in addition to and not in derogation of limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execntion of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned restrictive covenants shall be enforceable by the Town of Southold, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies of the Town of Southold to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall nm with the land and shall be binding on the DECLARANTS, their successors and assigns, and upon all persons or entities claiming under them. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not effect the validity of the covenants as a whole, or any part or provision hereof other than that part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. The within Declaration is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and made a part hereof, as though fully set forth. That the within declaration shall run with the land and shall be binding upon the DECLARANT and its successors and assigns, and upon all persons or entities claiming under them, and may not be annulled, waived, changed, modified, I PROPOSED SEPI~ SYSTE~ FAMILY AREA =- 40082.* SQ. FT. AREA OF SQ.FT. (50 AREA SINGLE FAMILY RESIDENCE OF CLEARING = 22,415.07 SQ.FT, PROPOSED SEFRC I, f AREA OF CLEARING 20,310.34 aG.F% (sox) WILL C SCTM # OWNER I TOWN OF SOUTHOLD PROPERTY RECORD CARD STREET * /0 ~"~0 I VILLAGE DIST. SUB LOTZ REMARKS , · TYPE OF BLD. PROP. CLASS LAND IMP. DATE TOTAL SOO FRONTAGE ON WATER[ BULKHEAD I HOUSE/LOT TOTAL BUILDING PERMIT EXAMINER CHECKLIST Applicant: Property Address: Estimated Cost: C~'~ ~ pta O,c Zone: Con,orm,ag? Building Permits (Open/Expired): BP -Z / C/0 Z-__~ Info: BP__-Z / C/O Z- , Info: BP -Z / C/O Z- BP , Info: BP -Z / C/O Z- , Info: -Z / C/O Z- , Info: Single & Separate Search Required? Y or~/~Determination: ~ ~ -~ ~ f}~ ~ REQ. Lot Size: ACT. Lot Size: ~Q. Lot Coy. ~Q. Front ACT. Front ~Q Side ACT. Side ~Q. Rear~ ~Q. Height ACT. Height Project Description: ~ '~ ~'B ~ t/ ,5~;) ~ ~ .C k. - Waterfront? Y o~ If yes, water body: ACT~ Lot Cov. PROP. Rear Panel# / (-P'~ Flood Zone: X Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ~/ Suff°lkC°untyHealth Y~°rN-IfYes,~Bed#:% *Date:'~ /2/01*Permit#: (-~/(~ ~ ~)q ~-(~owJwnSeptic:~or~ - If no, certification required: Y o%-N Received: Y or N By: NYS DEC: eaz-v~cg/~/,s Y or N/- Date: / / Permit #: or NJ Letter - Notes: Southold Trustees: Y or/~ - Date: / / Permit #: or NJ Letter - Notes: Southold ZBA: Y ortqf- Date: / / Permit #: - Notes: Southold Planning:~r ~- Date: /~/// ~?Permit #: -Notes: ~,~.) ~"/[~ d/~ Town Land[hark C of A: Y or ~t DTE: _/ / *NYS CODE Compliance (page 2): ¥ or N Fee Structure: ! q 0 cJ SF Foundation: First Floor: ~/5-3- SF Second Floor: / c/~ 5 SF Other: Total: ,~ c/~ sSFF Calculation: 2. ( SF)- ( + Initial Fee: + Addition.al Fee (_ ): SF)= SF X $ + Initial Fee: + Additional Fee (_ ): · OT : NEW YORK STATE CODE COMPLIANCE CHECIGLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERiA: Ground Snow Load: 45 ~ Wind Speed: 120MPH ~Selsmte Design Category." Weatheriog: Severe ~--Frost Depth: 36" '--"/Termite: M~H ~ecay: S-M DeslgnTemp: 11 / Ice Shield Underlay: YES / ' __ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: ~ ~ HEIGHT/FIRE AREA: ¢ ( t ~- · TYPE OF CONSTRUCTION: "~/ DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE ? ~' I- FULL FP, sAM1NG DESIGN ELEMENTS: ¥)N HEADERS: Y/N WALL STUDS: Y/Ii CEILING JOISTS: Y/N FLOOR JOISTS: LUN[BER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: ~/N GLRDERS: Y/N ROOF PokFTERS: Y/N L~[VE: Y/N DEAD: Y?N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: .~Y~/N EGRESS 5.7 ~g.F.:~Y/N LIGHT 8%: Jf/N VENT 4 % ~/N MAIL'G/CONSTRUCTION 8CHEDULE~ MB~8 OF PL~B~G ~SER D;AG~N LOCATION OF FIRE PROTECTION EQULPMENT: Y/N TRUSS DESIGN: CERTIFICATION: Y/N ENERGY CALCS :(~/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) ~IE:FF'RE:Y T, BUTLE:R~ P,I~. 20~c~ LINCOLN -mTRI-'-I-'-T RIV£RHEAD~ NEW YORK 1 I ~O 1 ~31 -208-8850 AugustlO, 2009 Vicky Toth Building Department Town of Southold Re: Old Orchard at Cutchogue, Lot #2 Dear Vicky: ~ffrey T. Butler, P.E. Please let this letter serve as notice that the applicant is required to clear up to 50% of the land on this lot pursuant to the C and R's filed with this map (20,310.34 square feet). It is also understood that the applicant is to adhere to the erosion control measures during construction which are required under the DEC NOI r vious, t ,s site. ~ ~ 2 2009 BLDG. DEPT. TOWNOFSOUTHO[O O'Loughlin Residence Page 1 of 1 August2009 REScheck Software Version 4.2.2 Compliance Certificate Project Title: Proposed Paetzel Residence Energy Code: Location: Construction Type: Heating Typo: Glazing Area Percentage: Heating Degree Days: Construction Site: New Suffolk Road Cutcbegue, NY Permit Date: 8-09 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric 9% 5750 Owner/Agent: John Cangemi Compliance: 26.4% Better Than Code Maximum UA:439 Your UA: 323 Designer/Contractor: Jeffrey Butler, P.E. Butler Engineering 631-208-8850 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame, Double Pane with Low-E Door 1: Solid Floor 1: Ali-Wood Joist/Truss, Over Unconditioned Space Boiler 1: Other (Except Gas-Fired Steam) 87 AFUE 1350 38.0 0.0 41 2304 15.0 0.0 158 204 0.340 69 42 0.240 10 1350 30.0 0.0 45 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pormit applice6on. The proposed systems have been designed to meet the 2007 New York Energy Conservation Consthaction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Signature Ogle -- Project Title: Proposed Paetzel Residence Report date: 07/29/09 Data filename: \\Hercules\jobs\MISC_JOBS\Misc Jobs 2009\090024 Cangemi - East Hampton Lot 4\RESCHECK.rck Page 1 of 4 REScheck Software Version 4.2.2 Inspection Checklist Ceilings: Ceiling 1: Rat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: Wall 1: Wood Frame, 16" c.c. R-15.0 cavity insulation Comments: Windows: Window 1: Vinyl Frame, Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Comments: Doors: Door 1: Solid, U-factor: 0.240 Comments: Thermal Break? Yes __ No Floors: r~ Floor 1: All-Wood Joist/Truss, Over Unconditioned Space, R-30.0 cavity insulation Comments: Heating and Cooling Equipment: Boiler 1: Other (Except Gas-Fired Steam): 87 AFUE or higher Make and Model Number: Air Leakage: ~ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed rights are 1 ) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: I~ Installed on the warm-in-winter side ol~ all non-vented framed ceilings, walls, and floors. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installafion instructions. F'i Materials and equipment are identified so that compliance can be determined. I-I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ~1 Ducts in unconditioned spaces or outside the building are insulated to at least R-8. r~ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and Iccking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system provides a means for balancing air and water systems. Project Title: Proposed Paetzel Residence Report date: 07~29/09 Data filename: \\Hercules\jobs\MISC_JOBS\Misc Jobs 2009\090024 Cangemi - East Hampton Lot 4\RESCHECK.rck Page 2 of 4 Temperature Controls: r~ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: ~1 Separate electric metam exist for each dwelling unit. Fireplaces: [] Fireplaces are installed with fight tiffing non-combustible fireplace doors. [] Fireplaces have 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: J~l Water heatem with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a cimulaflng system. ~ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: C'i Circulaflng hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Project Title: Proposed Paetzel Residence Report date: 07/29/09 Data filename: \~Flercules\jobs\MISC_JOBS\Misc Jobs 2009\090024 Cangemi - East Hampton Lot 4\RESCHECK.rck Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" Temperature (°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Tempereture 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Proposed Paetzel Residence Report date: 07/29109 Data filename: \\Hercules~jobs\MISC_JOBS\Misc Jobs 2009\090024 Cangemi - East Hampton Lot 4~RESCHECK.rck Page 4 of 4 LoT (~ ~o~ (~ ANR/DO¢oRToN N/O/F , 4¢ ~ RICHARD R. PROPOSED SEPTIC SYSTEM DETAIL SUFFOLK COU,'bU'Y D,_~ A,x ]; ~;~N, OF I.,~.;~LTI, o~R IL-~;~ EX~ F~:s THKEE YEARo FROM DATE OF APPROVAL SURVEY OF LOT ~ FOR A MAP OF OLD ORCHARD FILE No. 11486 FILED JANUARY 11, 2007 SITUATE ..... J CUTCHOGUE TOWN OF SOUTHOLD JSUFFOLK COUNTY, NEW YORK J S.C. TAX NO. 1000-109-06=9.4 SCALE 1"=40' APRIL 24, 2009 JUNE 15, 2009 ADDED NEW TEST HOLE & REVISED SEPTIC SYSTEM AREA = 40,618 sq. fi. 0.932 ac. ~J, ~ \ ",';"I'.".~ ~.""gL7~.%7%'~.%_%" &',."""°°" .o.~ ~ ~o ~.~o.~. ~ TEST HOLE DATA ~ (TEST ~LE DUG BY ~O~LO GEOSCIENCE ON JULY 0 2009) ~ ~.,~. -- / N.Y.S. Lic. No. 50467 Cu~'o~-"~¢w'~"~*'°~"~ Nathan Taft Corwin III ~ ~° '~"~°~'~ '"~ ~'~ °~ Land Surveyor ~o. ct~s ~ ~r T~. PHONE (631)727-2090 Fax (631)727-1727 Rivem~d, New Yo~ 11901 R~m~d, N~ Yom lt901-0955 ,'0( ~o~ (J~ LOT 94.04, 46' ~5.0 ~/o/~ THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, ANY, NOT SHOWN ARE NOT GUARAHTEED. SURVEY OF LOT 2 MAP OF OLD ORCHARD FILE No. 11486 FILED JANUARY 11, 2007 $ITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-109-06=9.4 SCALE 1"=50' APRIL 24, 2009 JUNE 15, 2009 ADDED NEW TEST HOLE & REVISED SEPTIC SYSTEM AUGUST 19, 2009 STAKE FOUNDATION AREA = 40,618 sq. ff. 0.932 ac. NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING EI..-FVATIONS ARE SHOWN THUS: ~ PREPARED IN ACCORD. MiCE ~ 'n-IR MINIMUM STANDARDS FOR ~TLE SUR~V~EYS AS ESTABUSHED ,.. ' ,: ~.~: ?1_,':, ' ,/' N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor 77tie Surveys -- Subdivisions -- Site Plans -- Construction Layout PHONE (651)727-2090 Fox (651)727-1727 OFRCES LOCATED AT MAIUNG ADDRESS 1586 Main Road P.O. Box 1951 Jam~sport, New York 11947 Riverhead, New York 11901-0965 29-080~ LOT ~ N Bo'O(' 40" £ LOT q N/o/r RicHARD R. 245.00' MANZI ~ SURVEY OF LOT MAP OF OLD ORCHARD FILE No. 11486 FILED JANUARY 11, 2007 SITUATE CUTCHOGUE l.OWN OF' SOUI'HOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-109-06=9.4 SCALE 1"=30' APRIL 24, 2009 JUNE 15, 2009 ADDED NEW TEST HOLE & REVISED SEPTIC SYSTEM AUGUST 19, 2009 STAKE FOUNDATION FEBRUARY 22, 2010 FINAL SURVEY AREA = 40,618 sq. ff. 0.932 DC. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SU~EY IS A VIOLATION Of THE £XISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, NOTES: 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS:m.o 2. ALL OFFSETS TO HOUSE FOUNDATION. 5. LIMIT OF CLEARING = 16,500 sq. ff. OR 40.6% OF TOTAL LOT AREA. (50% OF TOTAL LOT AREA ALLOWED) PREPARED IN ACCORDANCE Wfi'H THE MINIMUM STANDARDS EOR TITLE SURVEYS AS ESTABLISHED BY THE L IA,L.S. AND APPROVED AND ADOPTED .[-~R"?~OL~N,~SE BY THE NEW YORK STATE LAND N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor title Surveys -- Subdivisions -- Site Plons -- Construction Leyouf PHONE (651)727-2090 Fox (651)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Moin Rood PO Box 16 Jomesport, New York 11947 Jomesport, New York 11947 k .... 29-080D DESIGN C,t~I i ~-t~lA: MOTE, THE~E DRAWlMG5 ABRE INCOMPLETE ~ITHOUT D~AI~ -- FRAMING UNTIL SURVEY ....... - ~ ~ ] -- ~ ......~~ ~~__---- -- L _ = -- ~ ~ = ~ _ _ _ ~ ~ i ~ REQUIRED NOTIFY BUILD~NG DEPARTMENT AT .... -'--' ~' 765-1802 8AM TO 4PM FOR THE -- ~ ~ ~ ~l ~ ~ - 1. FOUNDAT~O~ - TWO REQUI~ED ~ ~ ~TA[N STORM WA~R ~UN~NSULATION ........... ~oP of fOU~T~ON '!RSUANT T0 CHAPTER 236. FINAL - COnSTRUCTiON MUST BE COMPLETE FO~ C O. ~AD~ m i ~ .F THE TOWN CODE ALL CONSTRUCTION SHALL MEET THE o~ ~" x ~" p.c. m~. ' ....... CERTIFICATION OF F ....... NAILING & CONNECTIO~ , ....... s~ ~OOT,~ ALI_ CONSTRUCTION SHALL REQUIRED. ~ , , . __ .. __~ ~o ~ . : ................................................................................ r , ' CODES OF NEW YORK STATE. F ONT ELEVATION PLUMBING ALL PLUMBING WASTE & WATER LINES NEED ~UMBER CER77~ICA TION ON LEAD CONTENT BEFORE ' CERTIFICATE OF OCCUPANCY ~. ~m~a~ ~ SOLDER USED I~ WATER E X~EED ~/10 OF 1% LEAD. MINIMUM ~OOF LI~ LO.D5 IN PE~ ~UA~E FOOT OF HORIZONTAL P~OJECTION ~OOF 6LOPE ~oo *oo FI~EP~CE NOTE: 5~UCTUAL MEM~6 EXCEPTION: n haw0~,stairwa~ 0nd at 0utd00r egress d00rs, rem0te, FINISHES I ~l~ ....... I grede level end no( more then 6 feet, 6 ,nches (1981 mm) abo~ 9rode, ." 'O "' ""' '' RIGHT 51DE ELEVATION TABLE ALLOkUAIBLE DEFLECTION ALLOBA~L£ E'1'f~LICTUAL MENI~E~ DEFLECTION r-n r-i ,, lO' 0" , 8 , LEFT SlDE ELEVATION r-'l' ~ x~ 0 ENGINEER: ~ , , ,, ', wa,e. Il 12" accordance .i,h Table RR~OL2.2.4. FRIDOE VENT DETAIL ~AIN MINIMUM SPECIFIED COMPRESSIVE 3" ~TRENGTH OF CONCRETE 4. MINIMUM ~PECIFIED COMPRE61VE ~ ' 4" ~$~NITARY ~TIC · E~THE~INN~ POTENTIAL TTPE O~ LOCATION~ OF c~ IRON CONCRETE ~TR~CTURE~ NEGLIGI=LE=.~ MODERATE:~CO --------~EV~E=>CO~ ~u~E ~AP I 76' 0" ~ ; ...................... ~ ' ,=, , H ~ ..... N . , -~ ............................ .}/~ o~. ,~ , ..... I ~ ' = , , ---t ........ 1 ........ / ....... , ._J_L rt~, ~ i , , , , , , , / ,, , il : / : .... : / , ,, ,, , / , I . , , / .... , ........ ,_ ,_ , , ~ , I~ II I ~cA=) , -~J 't ' ....~' I I ' i :~:11 I ' ' , , ........ , ~ ~ ~ .... ~ . . ,,-,, =, , , , ,, ,,~ . .., ¢ , .I bl{ gl , , . II~ . .. , ~ ll..ll I L__ ~ , , ....... ~ SZEC ~ I I i , - ' _ i , '~' "* ~ '''''~ - · W ; I*'1 ~- - - ':, . ' . *ITC" TO O.".O, , . ~--~~7--L2--2 ..... 2 ................................. ' ...... :L_i ..... :_i .... Z__2__C__L L C__2 .... L_L L C_i ...... 7' 7" .I 9' 11" 8' 6' 8" 8' 9' ti" 7' 7" 5' O" 5' O" 43' 0" [ ]0~ ~" 23' 6MO~E DETECTOR ~ INT~CONNECT P~ CODE 0 ONE P~ FLOOR TAE~LE R402.2 MINIMLIM .SPECIFIED COMPRES.'~IVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRE61VE STRENGTH LUE,~THERINNG~ POTENTIAL TYPE OR LOC~,TION~ OF CONCRETE 6TRLIGTURE6 NEGLIGIESLE MODERATE ~EVERE ~A~EMENT I~ALL~, FOLJN~ATIDNI~ AND DTHE/~ CONCRETE NOT 2, 6. 2, 1,, 6, O. 2~ 1,, 8~ lO" 13' 7 1/2" 7' 10 1/2" 1' 10" 5~ 2" 3, O. 6, 4. 10' 4,, 6, 4,, I - 3'0" 9'2" 9'4" 9'4" 9'2" 3'0" 5'0" 5'0" 6'4" 10'4" 6'4" ~ ~ Z ~ - INTERCONNECT P~ CODE n ~ CAR~ON MO~OXIOE DETECTOR ONE P~ FLOO~ 76' O" 4:3' O" 2' 8" 9' 10" 9' O" 9' 4" __ [] [] Ii.__ 3046 244[ 6' 10" 4' 3 1/2" I 4' 3 1/2" MA~TEt~ BtB~tBOOM 15' 1" (:;LO. 7'0" 5'5" 3' 0" 9' 2" 9' 4" 9' 4" 9' 2" 3' O" 43' 0" 10' 0" ~ECOND FLOOR PLAN SECTION ES-E5 23' O" ·.,, ll' 6" 23' 0" TOP OF PLATE TOp OF PLATE TOP OF ~UDFLOO~ TOP OF FOUNDATION TOp OF FOOTING VENTED -- TOP OF SU~FLOOR ..... TO~ OF CEILIN~ SECTION JEFF~ET T, ESUTLEI~, P.E, PAGE: 5or-I FOUNDATION CLEARANCE FROI"I SLOPES FLOO~ ~R~CINO ~T END ~Y~ NOtC"iNGP~VI~iON5 EXTE~IO~ CO~NE~ F~ANING ~/ ~E CUT OR NOTCH~ ~FR~ T. BUTLer, P.E. BO~ON P~ NOTCHINe pROVISIONe NOT~IN~ pROVlelON~ L L ~/ I- ~ JOl~T END~ TO 5E Z ~ ~ O~ ~A6~T ...................... AT EAC~ ~D O~ N~O~ AND TU~ ~D TO PLATE~ / I -- -- mLATFORM ~AMING INT~MEDIATE /~U~ATION ~ FOR EXTERIOR WALL5 AND BEARIN~ WALL8 TYPICAL WALL, FLOOR AND ROOF FRAMING ~o.~.~ LE~ ~AN 0 ~;, M~ O~P ~/¢ IO~ NAIL~ IN ~TM= AMC 4 ~O~ NAIL~ IN pLAT~ (WFCH l~D 5~O hl~N WIND EDITION, 3.3.b) TYPICAL FRAMING AND UPLIFT FIGURE CONNECTIONS FO~ OPENINGS MINIMUM FIXTURE 120 MILE PER HOUR ZONE - NAILING , CHEDULE (TABLE 3,1, ~JFCM HIGH WIND EDITION) The design of this structure m based upon the prescriptive approach using the Wood Frame Construction Manual, High Wind Edition 0NFCM) pub.shed by The American Forest and Papor Aseectstion. (2001) I I JOINT DESCRIPTION I NUMBER OF NAIL6 r NAIL 6PACING ROOF FRA'r·IING WALL FLOOR FRAMING ROOF CEILING 6HEATHING ~¥PEUM ~,LLISOARD r ~ COOLERS J 1" EDeE / IO" FIELD WALL SHEATHING FLOOR SHEATHING Nomstn~ctural elements am based upon The New York State Residential Code- 2007 Edition Asphalt tdbp shingles shall have ~a minimum of six(6) fesfanem per shingle (section R905.6) Undedayment application (Sectioln Rq05,2.7) For rcof slopes of two(2) units ve~cal in IweJve(12) units hodzerdtd (1 ?-percerd slope). up to four(4) units vertical in twelve(12) units haflzontsl (33-gemeat sJppe), undedayment shall be two(2) layers applied In the felidwlng manner. Apply a lq-Inch (483 mm) strip of undodayment felt parallel wdh and starting at the eaves, fastened sufficiently fe hold In pla~e. Starting at the save. apply 36-1nc!h-wide (914 mm) sheets of undedayment, overlapping For the Climatic and Geographical Design Criteria. see Table R301.2(1) on cover sheet, All nor~engineered lumbar to be Douglas Fir ~ or beder Wind Llmltatlons-Sec8on R30t .2.t Design Ci~tetia-Sestion R301.2,1 ~1 (See Table R3012,1.2 for Widd-Bome Debris Protection Fastening Schedule For Wood Structural Panels) Dead Load-Se~on R301.4 Live Lood-Section R30t .5 Light and Ventilation-Section R303 Mlalmum Room Areas-Section R384 Celllog Height-Section R305 Sanfiatlan-Sectlon R308 Toilet Bath and Shower Spaces-Sectidn R307 Glazing-Section R308 Garages and Carports~ectidn R30g Emergency Escape and Rescue Opetdnge-SectJon R310 Exits-Section R311 Btel~cys-Section R311.5 Hand/alls-Sect~on R3t 1,5.5 Guards-Sec/ton R312 Smoke Alarfwi-Section R313 Foam plastic-Section R314 Flame Spread and Smoke-Section R315 Insuidtion-Sealidn R316 Dwalllng Unit Sedaratlon-Sectidn R317 Moisture Vapor Ratardars-Seattsn R318 Protsctlon Agalnct Decay-Section R319 Prethctlon Agalntd Termlfas-ssdlon R320 Site Address-Secttdn R321 A¢cesslblllly-Sectia n R322 Flood Resistant Construction-Sect[on R323 Poundalions-Chaptor 4 Design based upon presumptive Icad bearing values of sandy graveJ and/or gravel at 3000 pounds per square foot. Contractor to consult Engineer if different sail mstedats are found upon excavatloffi or test hole, for altematlve Icing and foundation wall design. Foundagon Notes; 5lB" Anchor BOWl (SBTB 28) Se~e chart on thll sheet for epoolng B" poured concrete foundation wall, 8'0" high, 3080# test Minimum depth~qecflen 403.1.4, 48" minimum coverage to top of footing 16' x 8" poured concrete wall fe[atinge, 300{3# test 2-1%" x 1 f 7/8" Mlcrelam Gltdelr (or 3 %" x 11 718" Power Beam) 4" poured concrete tioor slab witth 6x6x~lS mesh and vapor barrier Damp proofing at exterior foundation below grade-Section R408 3ti" x 30" x 12' deep poured coqorefa column feofings, 3ffi]s~ teat Deck and parch fcotings as noted. 3000~ teat: 48' minimum bui~ed depth Fouodtdlon wall to extend a mlalmum of 8: above finished grade All footings te be carded down to undisturbed soil No footing shall be set higher than a 30 dograe angle tam ~ny other footing Four no concrete on frozen greulnd or In freezing westhar Provide 3 %" steel laJJy calumna Backfill shall not be placed agalr~st the wall until the wall has sufficient strength and has been anchored to the tidal above, or I~es been sufficiently braced to prevent damage by the backl]ll (Becbon R404.1,7) Fleem-WFCM Presctiptive Method Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WiND EDITION Draifstepping-Section R5g2.12 Flrebtscklng-Secflon R502.13 Wall Construction-WFCM Proscriptive Method Wall framing and finishing shall be nailed and or screwed in accordance with tx6 Pine fascia, wrap ¥1nyf vented soffits 2x6 Studs I~ tS" s.c. with 2x6 al3oe and d~ubts 2x6 plste ~" Gypsum wall board %" MR GWB in wet areas Note ddlllng and notohlog limitations In figure RS02,B(1 ) for beadng waits and figure R602.6(2) for non-heatlog walls. Fallow exterior corner flaming beT[all figure R602.10.5 Roof Assemblies - WFCM Prescriptive Method (TABLE 3.11 WF-CM HIGH WIND EDITION.) WALL SHEATHING ATTACHMENT REQUIREI"IENT6 FOR WIND LOAD~ ('110 MPH ~-$ECOND GUST · ~O MPH FASTE,.~T-MILE WIND SPEED [PER TABLE R3-1,2ol.3~) SHEATHING LOCATION E:TUD EPACIN~ STRUCTURAL SHEATHING MAXIMUM NAIL 6PACING (~EE NOTE I) ([N~HES, O.C,) OR P~N~ 61DING FOR 8d COHHON NAIL6 (6~ NO~ 5) (INCH., O,CJ INTERIOR ZONE E successive sheets lg inches (483 mm), and fastened sufficiently to hold in place. For mci elopes of feUl'(4) units ve~rtlcal In twalve(l 2) units Ice Protection (Section R 908,2.7,,1) Underlaymerd In H~gh wind {Sectiion R 905.2.73) Rashidg (Section R gtiS.2.8} Chlmney's and FIrespaces-Chap~r tO Energy Efficiency-Chapter 11. see attached report Mechanlcffi-Chapfer 12 General Mechanical Systems-Chapter 13 Heating and Cooling Equlpmerd-Dhapfar 14 Exhaual Sytdems-Chapter 15 Duct Sysfams~0hapter 16 Combustion Air-Chaptsr 17 Chimneys and Vents-Chapter 18 Plumbtsg-PartVII Efmpeon H-2.5 CLIPS · -- UEE ~-~ct NAILE~ AT EACH 6TUD CrAE*LE 3.2B WFCM HIGH WIND EDITION-2OOI) EqLL OR BOTTO'M PLATE TO F. OUNDATION ANCHOR BOLT CONNECTION6 RE&IBTING LATERAL ~ 8HEAR LOAD6 MAXIMUM ANCHOR MAXIMUM ANCHOR ~,OTTOM PLATE TO FOUNDATION FOUNDATION ~,OLT CONNECTION REE4$TING SUPPORTING BOLT 8,pACIN~ ('IN.) BOLT SPACING GENERAL NOTES; 1. All work shall be perfemned in accordance with all state, municipal, local zoning and building cedes and ordinances having judndlction and best standards of constiuctidn prance, The Amedcan Institute of Archgeals Conditions shall apply fe all work poHormod on this project. 2, The Conh'actor shall verify all conditions at the site. Any discrepancies must be bmugtd to the attention of the Eoglneer pdor te commencement of conal~u~om The Contractor shall bm responsible for cerrecttdns not reported once he has started work except for hidden Job conditions. 3, Contractor shall guarantee to the Owner that ail maferlals and equipment Incorporated in the work wi, be new, and that a~l w~rk will be o! g~d quality, free from faults and defects f~. a pedod of one year from the date of the final Celtic. ate of Occupancy. 4. The Engineer shall not be responsible for the conaflactidn means, methods, techniques, sequences or procedures, or for the safety precautions and programs in connendan with the work, and he shall not be responsible for the conbactors failure to camj out the work In accordance with the construction documents. The Engineer shall not be responsible for the acts or omissions by the contractor. No changes shall be mnde in the documents and/or the building as designed without Ihs expressed wdben consent of the Engineer, 5, The contractor and aR subcontractors shalJ mtdnthln continuous Insurance coverage Including etetotoly policies (Worker Compensation, ets.) and general liability in an mount not less that $5 mllitsn and automobile Itsblldy and damage coverage not less than $2 mill[o n. The Engineer shall be a named insured on any and all policies. 6, Provide copper fen~ite shields over fibroua insulation at all perimeter silts. 7. All wood in contact with concrete or masonry to PO Wolmanizod or pressure creosoted. 8. A stngle ~dation smoke dstecthr alarm device shtdi be installed in each bedroom, on all floors and shall be ali inlercennectod per code. 9. All bathrooms without operable windows to be mechanically ventilated as per New York State Code. 10, Heating to be designed to provide 7g degrees F. with outdoor designed a[r-temperatore of 0 degrees F. and 15 MPH wind, 11. All electrical work to be in accordance to the rules and regulations atthe N.Y.B,F.U, and a N,Y,E,F.U. certificate is to be presented to the Owner at the completion of the job. 12. Plumbing installation to comply wtih State and Local codes and the sewage disposal system to meet Health Department standards. 13. Do nat scale drawings. Uae figure dimensions only. 14. NI work to contom~ to the rules and regulations of the New York Energy Consel~allon Construction Coda. All glazed area to be double glazed and all extei'lor doom to have Insulated ~ores. 15. The ffiaulalion protec~on as indicated on these plans exceoda the Code'a mlalmum standards. 16. These drawings and specifications am insflamenfa of sen, ice and shall remain the property of the Engineer whtdher the project for which they are made is executed or net. They may not be used an any other proJect except by wdSen authorization of the Engineer. t7. The engineer has not been retained for site supe~lston, on-site Inspections and cetdflcations as requlrod or requested by the owner, contractor or local building department. UPLIFT- CONTINUOUS PATH CONNECTORS USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR I-lIB H WIND RESISTANT CONSTRUCTION CATALOG C-NW02 ANCHOR BOLTS IN FOUNDATION USE: SSTB28 WITH BEARING PLATE, BEE FOUNDATION NOTES FOR SPACING SILL PLATE TO RiM JOIST USE: LTP4 16" C.C. AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE 4 8d NAILS AT EACH END GARAGE STUD TO GARAGE gILL PLATE USE: BSP CONNECTOR AT 16" USE 4 8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: USE 4 qd NAlLB AT EACH END FLOOR TO FLOOR CONNECTION USE: MSTA 36, 16" O,C, UBE 4 8d NAILS AT EACH END FOR CANTILEVER CONDITION USE MTS12. t6" C.C. USE 4 8d NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS 12, EACH ROOF RAFTER USE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: CS20 USE 8-8d NAILS IN EACH END AT EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST- USE 14 · 16d NAILS DECK POST TO GIRDER CONNECTION USE: pC44 FOR EACH POST GIRDER TO DECK JOIST CONNECTION USE: MTS12 @ EACH JOIST PORCH POST TO DECK USE: 2 -AC4 - USE 14-16d NAILS PORCH POST TO GIRDER USE: 2 - AC4 USE 14 - t6d NAILS PORCH ROOF RAFTER TO GIRDER USE: MTS 12 AT EACH ROOF RAFTER (TAE~LE 3,.IO lliFCM HIGH IIIND EDITION) ROOF SHEATHING ATTACHMENT REQUIREMENT6 FOR mIND LOADE (110 MPH 3*-~ECOND GLJST · J~O MpH FASTEST'MILE WIND SPEED [PER TABLE R3--I,2,1,3'~J EHEATHING LOCATION STUD EPACINti E,'i'RUCTURAL SHF. ATHING MAXIMUM NAIL 5PACING (5~ NOTE 3J (IN~, O,C,J ffilmpeon 6brone-Tre MT&-.=OC OR C61~' l~lil COILED STRAp AT EACH ROOF RAFTER UE~E ~-I~c~ N~IL~ AT EACH END 5ILL PLATE TO RIM JOIST AND RIM JOI6T TO 6TUD CONNECTION 61epson Etron~-Tle C61~, I~" COILED ETRAP WIN MIN 12" OVERLAP AT EACH I/2" SPACING ALLOI*iE~ HOhDDOWN INETALLATION (PHDE,.) FLOOR TO FLOOR CONNECTIONS- CANTILEVER CONDITION I 3/4" MINIMUM EDGE DI6TANCE m U210 2X~, AT EACH RAFTER 4-1Od x I I/2" NOTE: ~TTACH L~G~ TO ~E~ ~ITH 2-1/2" X 5" ~G ON ~T~ ~OLT~ AT I~" U210 AT EACH CEILING ~I6T 4-10~ x I I/2" U210 2×~ AT EACH DECt(/PORCH JOIST 4-10~: x I I/~" T"r'PICAL PORCH/DECK, LEDGER CONNECTION5 Simpson $tro~-Ti~ $5TB2~. WITH ANCHOR BOLT DETAIL STUD TO ROOF RAFTER CONNECTION NAIL~ AT IO:' O,C, CONNECTED TO TRANSFER EHEAR {-.IOLDI DOWN BI, ACK, ET5 AT SHEAR WALL CORNER6, BEE PLAN AND WINDOW AND DOOR OPENING6 (FLOOR TO FLOOR FLOOR TO FOUNDATION;UJFCM FIGURE 3, a =B~46Im ~,on $:ronc~-Tle AT EACH POST FOOTING PORCH COLUMN CONNECTION JEFFREY T. BUTL~, P.E. LEBU O~ E~UAL RI GE PAGE: TENSION-&TRAP 9oF9 ~IND ~JECT To DA~GE, ~o~ ~INT~ A~ ICE ~l~D ~N~ ~PE~ EXPO~BRE DESIGN LINE ' ~ ~PH) CAf~ORT CAT~OR~ ~TH~ING D~TH T~MITE D~A~ T~P INDEX RE~IR~ R~Z~D~ LOAD LOAD eWCTION LOAD =LA6~IFIOATION I 2OO9 NE~ YORK ~TATE CODE= ~AY ~ART D~ENDINa ON NIGH ~o~ o~ ~--' ~ ' -- ~ ~~~ ~ .... top o~ ~ue~ F~ONT ELEVATION ...... ROOF ~LOPE 2oo ~ ~LLO~A~LE DEFLECTION OF ' ght ng ou~o~ sholi be instalod n ho wo~, stolrwo~ ottoched IN~IO~ ~L~ ~ND pA~TN~I~N~ go?oges ond datoched go?oges with electric power. At laoet one woll- umnoton on ~he exteror sde of soch outdoor egress door boring outd~e? egress door Where Ighflng outlets o~ lnsto~lod In ~n~eHor ~n~ ~,~ ~,~ ~ ~--~'. ~','~ ~'~"~'~'~'"~'". ~I~HT 51DE ELEVATION TAI~,LE ~LLO[UAI.~,LE DEFLECTION OF ~E,Af~ ELEV4,TION ...... TOP OF FOOTIN~ 10' 0" LEFT 51DE ELEVATION --TOp OP FOOTIN~ d P4,GE: 2or-I oocor~unce wJth Tebl, RR301.2.2.~. ~ ~ ~ TABLE R402.2 2 ,, 2'~ 2" ~" MINIMUM 5PECIFI~ COMPRE$51VE s" COMPRE~IvE ~ENGTH 4"~, '/ TO~OV~ WE~THH~INNG POTENTIAL TYPE OR LOCATION8 OF c,~ ~o~ CONCRETE ~T~UCTW~E~ NEgLIgibLE MODERATE ~EvERE ~es ', h ~ , ~J, ov~ ~*.~c~ , JO ~ EXCAVATED CELLAR j I :,* ,,,,J' I ' ........................................................... OUNDATION PLAN " ~ SMOKE DETECTOR ' ' ' ' ' INT~CONNECT PER CODE ON~ ~ ~LO0~ TAE~LE MINIMUM SPECIFIED COMPRESSIVE E~TRENGTW O~ CONCRETE MINIMUM ePECIFI~ COMPRE~I~E ~ENGTH WEATHHRINNG POTENTIAL TYPE OR LOCATION~ OF CONCRETE oTRUCT~RE8 NEgLIGIbLE MODERATE 5EMERE 43' O" 10' O" 23' 0" DOOR 6' O" 2' 1" $* 10" ROOM P.O. 6TOOP FWT 6016 TRANSOM ABOVE 13'7 1/2" K, ITONEN ~]. 7' 6 1/2" 7' 6 1/2" ~ DININO ~00~ ~ ~'o" cLa. ~mT, ~ 2 CAR II FO~ 2-~1o ~ ON ~A~ AND 2~,J. a'O" C~, H~T. ~ ~846 CEILI~ p~ CODE T= COLUHN ON P.C. ~TOOP Ell .... 5T~5 AND R& II PO,T 9' 2" 9' 4" ~' 4" 9' 2" 3' 0" 5' 0" 5' 0" 6' 4" 10' 4" 6' 4" 43' O" {0' 0"' 23' O" FIf ,.%t FLOOt PLAN LIVIN~ AREA · 1550 E~. FT. GAR,AGE AREA · ~05 5C~. FT. ~ SMOK..E DETECTOR rNTERCONNECT PER CODE CARE~ON IMONOZIDE DETECTOR ONE F"6'l~ FLOOR JEFFI~E¥ T, tDUTLEf~, P,E, 4or9 76' 0" ,.., , , , , , ~ i 43' 0" 10' O" 23' Mien ~IND GONN~GTIONI- ' -- ~- -- T~ OF : ~PaN&ION. ~INT ~ ~, .... TOP OF FOUNDATION TOp OF FOOTINC~ 50?9 6ECTION A-A =oN,. IN FACE OF FOOTING FOUNDATION CLEARANCE FROP1 5LOPE5 FIGURE NOTCHING AND I~ORED HOLE LIMITATION6 FOR INTERIOR NONE~EARING LUALL`% (LUFCM 1995 `%ESC HIGH LUIND EDITION, NOTCH ~EAT~ffi THAN 50*, OP THE pLATE WIDTH, TOP NOTCHING AND E~ORED HOLE LIMITATION`% FOR EXTERIOR LUALL,% AND I~EARING WALL,% (LUFCM 1995 ,%1~C HIGH LUIND EDITION, ~.~.b) TOP PLATE FRAMING TO ACCOMMODATE PIPING OK I~LOCKING ~ JOlET ~ IN, MIN. PLATFORM FRAMIN~ INTERMEDIATE BEARING UJ~tLL ~TOP pL&TE- ~EOTION FLOOR t~RACING AT END ESA¥,% (LUFCM FIGURE .3.&b) NO CEILING DIApHRA~t'I TYPICAL LUALL, FLOOR AND ROOF FRAMING CAttLE ENDLUALL, t~ALLOON FRAMING PREFERRED METHOD ~ CONNECTION ~ TO FLOO~ CONt~ECTION )N CONDITION, SEE 5TdD TO ~L~TE/FOUNDATION, (OpEN!NG]~ LE~,6 THAN ~' FEED, USE OEP U~/E lOCi NAIL5 IN 5TWO AND 4 1od NAIl-5 IN PLATE /OpENI~B GRE~,TER THAN 6 FEET): ADD PHD5 AT KiNG 5111D5 (2 TOTAL), INE~T.~',LL PER D~AIL 5HEE'r "1 TTPICAL FRAMING AND UPLIFT CONNECTION,% FOR OPENING5 GAE!,LE ENDLUALL E~RAC-.ING (LUFCM FIGURE 16el NAIL AT 24" C.C. ., (a.) OUTSIDE CORNER DETAIL (b) IN,SIDE C, ORNEf~ DETAIL EXTERIOR CORNER FRAI'IING LAVATOf~IEO 6HO~JER WAT~ CLOSET6 FIGURE R309,2 MINIMUM FIXTURE ~TA~LE ~.~o ~CM HIG~ U~lND E~iTiON) GENE~L NO~8: (110 MPH ~ECOND ~ST. aOMPH PAST~T-MILE ~IND 8PE~ ~ER TABLE ~ABLE ~.1, ~FCM HI~H ~IND ~ITION) Wood F~a ~.s~u~flon Manual, High Wind Edl~n (WFCM) publlsh~ by The Amefloan Foist 1, All ~ shall be pe~ed in a~a.~ with all and Paper ~la~on. (20~1) mun~lp~. ~cal zoning and building ~d~ an~ ~rdlnances ~HEATH~N~ LOCATION ~TUD ~PACIN~ ~TR~RAL ~HEATHING M~X~M~ NAIL I having Jud~Wd°n and be't '~nd~s ~ "n'~i°n ~E~ NOTE ,~ (INCH~,,,C,) OR P~NEL 6DIN~ FOR ~ CO,~ON N~I~ JOINT DESCRiPTiON NU~ OF NAIL~ N~[L ~PACIN~ Fnr ~e Climatic ~d ~raphl~ Design Criteria. see Table R301.20) on ~er ~heeL The ~erlcan Institute of ~ch~ Conditions ~hall ap~ly E ROOF F~A~IN~ Wind Llml~/Ionl-$~on R301.2A 2. ~e Con~a~r,hefl ver~ all ~ndltlons at the site. Any 4-1,~ Pm 2x~ *T~D Flood Resls~nt Cons,/ruction~eclion R323 7. All w~d In ~ wl~ ~n~ete or masen~ to be Wolmanl~ ~BER~ ~lm ~o.4~, FOR FRANINa ~a~ ~lTH 0,42ra[0,4~, THE NAIL epACING~ SHALL ~E BEI~alNa TO ~leT ~OE.N~IL~J ~ ~CH E~ 5/8"F°undatl°nAnchorN°tes:Bo[~ (SS~ 28) See ~arJ on ~is sheet ~or sparing 11, NI el~Mcal we~ ~ be In a~rdan~ to ~e ru~s and ~/1 UND~ SiLk P~TE '. ' Floor joists:See Foundalion and Floor Plans, spacing as noted ANCHOR BOLTS IN FOUNDATION USE: )0~ ~ ~ ~ ~ ~ C~1~ I~" COIL~ ~erha~gsas,oted ~GESTUD~OeA~GESlLLP~TEUaE: 5ILL PLATE TO ~1~ JOIST AND Aluminum gut~. and leaders USE 4. N~LS AT ~CH END ~1~ JOIST TO ~T~D CONN, ECTION W'MRGWainw~as MSTA36,16"O.C. ' 6TRAP ~IN ~IN 12 ~O~o / ~ eTR"CTURAL P~N~e and flgu. R~2.6(2} fmr non-bearing wall.. USE 4 8d ~,L8 AT ~CH END . ~ ~ / Asphalt et~p shingles ehal have a minimum of slx(g) ~nem per shingle (sea~n R905.6) USE 8 1~ ~L8 AT EACH END ~ -- ~ HOLDDO~N ~ - ~ ~ [ ~ Undedayment application (~on R~5.2,7) ~ ' ~ ' o ~ ~ 0 / DIAGONAL ~OARD eN~THING For roof slopes of ~0(2) unlm ve¢l~l In ~lve(12) unl~ ho~zontal (17-pe~m sbpe), ~FTER TO RIDGE TO ~FTER CONNECTION USE; -- (P~DB) o , ~ coRN~ shall be ~(2)layem ~pplied In ~e ~ll~lng manner. ~ply a 19-Inch (483 mm) amp of AT ~C. ROOF n,~T-~ J ~ CONNECT~ TO I"xlo" ~R ~ID~ 3~ p~ 6UPpORT undeda~ent~ltparallelw~hands~gattheeaves,~s~nedsuffiolently~h~d~nplam. - ...... = / o ~ ~ ~ ~AN6FER ~di.g at the cave. apply 36qn~wid. ,914 mm, .haste o, .~dedayme~t, .edappl~g DECK POST TO CONCRETE CONNECTION USE: / / O' Fla~Nng (ae~Uon R 9~.2.a) ~I~ER TO ~EOK JOIST CO~EOTION USE: -- ,7 o NAIL~ (110 ~PN 3~ECOND ~H6T · BO ~PH FAST~T-~ILE WIND 8P~ ~ TAffiLE R3-1,2,1,3D OeneralMechanl~ systems-Chapter 13 . . . ' ~N~THING LOCATION 6TUD ~PACIN~ 5~UCTURAL &H~THIN~ HAXI~U~ NAIL ~PACiN~ Du~EXhaUMsys~ms-Chapte~SYs~ms'Chap~r16 15 usEPORCH14 -POSTIsd ~ILsTO GI~ER USE: 2- A~ ~S12AT~CHR~F~FTER EDgE DISTANCE ~1~ ~ ,2 ~/ ~ ~T ~C~ ~ AN~ WIN~OW AND DOOR ~ILL OR ~O~OM PLATE TO FOUNDATION ANCHOR ~OLT CONNECTION~ RESISTING LAT~L 4 ~HEAR LOAD5 , da '4 ~ ~J14 ~= ~ '4 ~ d~ 4 ~ e, '4, ~ r,~ . .- ILING ~I~T CONNECTION5 ~ ,,~ LEDGER CONNECTION~ ANCHOR ~OLT DETAIL po~c~ COLUMN CONNECTION5 I JOINT NUMEsER OF NAIL8 I NAiL tSPACING ROOF FRAMING CEILING ~HEATHING ·ALL ~H~THIN~ 15HEATHIN~ LOCATION ~TLJD 6PACING ~TRLICTURAL &HEATWING MAXIMUM NAIL 6PACING ~'~EE NOTE IJ (INCHEG, q,cJ OR PANEL 61DING FOR 6cl COMMON NAIL.6 F 4 MAXIMUM ANCHOR MAXIMUM ANCHOR ~,OTTOM PLATE TO FOUNDATION FOUNDATION t~,OLT ~,PACING ('IN.) ESOLT SPACING ('IN.) I~OLT CONNECTION RE616TING 6LIPPORTING (1/2" ANCHOR ~OLT6) (5/~" ANC~R ~OLT6) LATERAL ~ND 6H~R LOAD6 I-3 6TORY 30 4~