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35300-Z
Town of Southold Annex 54375 Main Road Southoid, New York 11971 8/23/2011 CERTIFICATE OF OCCUPANCY No: 35168 Date: 8/23/2011 THIS CERTIFIES that the building Location of Property: SCTM#: 473889 Subdivision: ADDITION/ALTERATION 3075 WEST CREEK AVE CUTCHOGUE, Sec/Block/Lot: 110.-5-8 Filed Map No. conforms substantially to the Application for Building Permit heretofore 1/4/2010 pursuant to which Building Permit No. 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: alterations and addition to an existing one family dwelling as applied for. Lot No. filed in this officed dated 35300 dated 1 / 12/2010 The certificate is issued to Eichacker, Peter & Eichacker, Nancy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11/12/10 35300 8/5/11 /'~ Walter Marzewski 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. 35300 Z Date JANUARY 12, 2010 Permission is hereby granted to: for : P & N EICHACKER 3075 WEST CREEK AVE I ~ Ol~- ~ ~O[ [ [ ~] CUTCHOGUE,NY 11935 ~ ~' ~ ~ ADDITION & ALTERATION OF EXISTING DWELLING AS APPLIED FOR, TWO BEDROOMS at premises located at County Tax Map No. 473889 Section 110 pursuant to application dated JANUARY Building Inspector to expire on JULY 3075 WEST CREEK AVE CUTCHOGUE Block 0005 Lot No. 008 4, 2010 and approved by the 12, 2011. Fee $ 385.60 Authorized Signature ORIGINAL Rev. 5/8/02 ~orm No. 6 TO~N OF $OU~O~D BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be f'flled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey 9f 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 0fFire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than Z/10 of 1% lead. 5. Commercial building, iadus~al building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6, Submit planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) nun-conforming useS, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and:unnsufil natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50_00, . Swimming PO01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50 2. Ce[tifieat¢ 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 0fOccupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Date. House~ No. · Owm~r or Owners of Property: . 'Suffolk County Tax Map No 1000, 8oetion SulMivisibn P~t No. '~ ~{3(3 .Date of Permit. Health Dept. Approval: Plann/ng Board Approval: Request for: Temporary Certificate Foe Submitted: $ Old or Pr~e-existing Building: Stree~ (cheek one) I I0 5 rot8 Filed Map. rot: Applicant: Underwritor~ Approval: (check one) Annlicanl Sivnature Final Certificate: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer, richert~,town southold.ny.us BUILDING DEPARTMENT TOWN OF' 8OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Eichacker Address: 3075 West Creek City: Cutchogue St: NY Zip: 11935 ~uilding Permit #: 35300 Section: 1 1 0 Block: 5 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Sontractor: DBA: Platinum East Electric IRC LicenseNo: 34091-me SITE DETAILS Office Use Only Residential [~ Indo0r ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 1-paddle fan Ceiling Fixtures ~ Wall Fixtures ~ Recessed Fixtures I'~ CO Detectors Fluorescent FixtUres~I Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS HID Fixtures Smoke Detectors Notes: Inspector Signature: Date: Aug 5 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765,1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OI* I~tOUTItOLI~ CERTIFICATION Building Permit No. Owner: ~' J('~ ~'t-t /(~d ~ Plumber: (Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% 5(Plumbers__ S i~n ature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION ATION1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM .~RKS: /J)~_ ~ ~ C ~,~5-~M~/ j~-~ - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~X~FOUNDATION 1ST [ ] ROUGH PLBG. ~.~OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY ]FIRE SAFETY INSPECTION [ ~STRUCTION ]FIRE RESISTANT PENETRATION REMARKS: oo 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT ,C(~ISTRUCTION [ ] FIRE RESISTANT PENETRAT, ION R.EMAR,K~S:, ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' NSPEC RTo~ul~. pLN. G [ ] FOUNDATION 1ST . [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~ INSPECTOR. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~'"ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTION [ ]~JGH PLBG. [ ~-~ INSULATION [ ] FINAL ] FIR~E SAFETY INSPECTION FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~,~L~ATION [ ] FRAMING / STRAPPING [,~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .~ m~..,~'r~n' ~-~t~m [ DATE INSPECTOR 'From I lall Annex 54375 Main Road P.O. Box 1179 Soulhold, NY 11971-0959 Telephone (631) 7(i5-l 802 · ._~.ax (631) 765-,95{]2 ro.qer, nchert~,town.soutno~d.n¥.us BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: 3- 8- II !tk;C JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: I Phase *New Service: Re-connect Additional Information: YES YES/'~ Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL *; SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined .20 Approved Disapproved a/c ,20 Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the tbllowing, before applying? Board of Heahh 4 sets of Building Plans Plamfing Board approval Survey Check Septic Fom~ N.Y.S.D.E.C. Trustees Flood Permit Stom~-Water Assessment Form Contact: Mail to: ff/~,'~]l~ f3~?_.~ Phone: W~-- ~- 4 / 015>~'''''' JAN 4 2010 BIDG DEPI. Building Inspector 51CATION FOR BUILDING PERMIT Date INSTRUCTIONS ...... i~i° ......... I¥1U~ ~ oe compk tely 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 befbre issuance of Building Permit. dl Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall bc kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pag for any pu~ose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Eve~ building pe~it shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 1 8 months from such date. If no zoning amendments or other regulations affkcting thc property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pe~it for an addition six months. Thereafter, a new pemit shall be required. ~PLICAT1ON IS HEREBY M~E to the Building Depa~ment for the issuance ora Building Pemfit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as her~ described The applicant agrees to comply with all applicable laws, ordinances, building code hous~ code, and regulat~, and to admit authorized inspectors on premises and in building for necessary inspections. ~~~ State xvhCther applicant is owner, les~~gineer, general contractor, electrician, plumber or builder (As on the tax oll dr latest deed) If applicant is a corporation, s'gnature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number ~ Street Hamlet County Tax Map No. 1000 Section Block 0 ~" Lot 00/> Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int~_nded use and occupancy of proposed construction: a. Existing use and occupancy J)'~f,,/~"(.,p~ 1c-,,,~'7/~ ~, t' b. Intended use and occupancy ~'~,~,4//~.~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If 9arage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensmns o exis lng structures, if a~}~: Front Rear Depth Height Number of St~)ries Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear. 8. Dimensions of entire new construction: Front Rear Number_~.Stories Height r nt~" ~ /¢2F~'~"~2~J 9. Size of lot: F o Rear Depth Depth 10. Date of Purchase Name of Fenner Owner 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any ZOlfing 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~;~Tz2~[~Address Name of Architect ~"C ~lff'l*'/~ ~--~- Address Name of Contractor Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet cfa tidal wetland or a freshwater wetland? *YES__ * 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES NO __ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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) /fi, Ce z J c 7 (Name of individual signing contract) above named, (S)He is the ~ (Contractor~o¢orate Officer, etc.) being duly sworn, deposes and says that (s)he is the applicant ., ¥,-&~ a. BUNCH i~ota~v Publm Rifle n~ Aim,,, ., Q,mlified i ~ Suffo k County ~.0i~lm ssion Expires April 14, 20 of said owner or owners, and is duly authorized to perform or bave performed the said work and to make and file this application; tbat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be pedbrmed in the manner set forth in the application filed therewith. Sworn to before me tbi*, t t] ~t~ day of ?"~Cxgc~&2gq- 20 ~ Notary Public TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER : Sl'REET~.~'~,~ VILLAGE DIDT. SUB. LOT S W ~PE ~ BUILDING RES. ~ ~ ~ VL FA~ JCOMM. CB. MISC Mkt. ~ IMP. ~OTAL DAT~ REMARKS AGE BUILDING CONDITION N~ NOeL BELOW ABOVE FA~ Acre V~I,~ Tillable 2 ~illoble 3 Woo~lon~ Swompl~d FRONTAGE ON WATER ~lan~ FRO~AGE ON ROAD To~l DDCK x~ension ~tension orch )eck ) reezew~y ~.m'age ::). ~. Foundation Basement Ext. Walls :ire Place Pool Driveway Bath Floors Interior Finish Heat Attic Rooms 1st Floor Rooms 2nd Floor 'L January 12, 2010 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Eichacker House 3075 West Creek Ave Cutchogue, New York (SCTM# 1000-110-05-08) JAN l P 010 BLDG. DEPT. TOWN OF SOUTHOLD To Whom This May Concern: The existing septic system is adequate for the existing two bedrooms in this house, we have designed casement windows in the bedrooms with proper egress and the flood zone is indicated on the_.s~u_rv_.e~v attached. Please call this office if you have any questions or require additional information. Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $,C.T.M, #: District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WA I ~, GRADINGf DRAINAGE AND EROSION CONTROL PLAN GER¥iFIED BY A DESIGN PROFE8SIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as ali Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WatenClowl Will ~his Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hondmd (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Ddveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town light-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Flondplain of any Watercourse? r'~ NOTE: If Any Answer to Questions One through Nine I$ Answered with a Check Mark In the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Pemffil EXEMPTION: Ye__s N__o Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlred~ __ __ ---- .. --~g~-E-~.-t~tjf~r ........ ~olary Public. State of New York STATE OFCOUNTyNEW YORK,oF ........~...0..~.....~....~....~,. ~.... N0. 0113Q6185050 Qualified in Suffolk Coun SS Commission Expires April ]4, (Name of individual signing Document) thatbe/she Js the ............................... ............................................................ (Owner, ~octraetor, Agent, Coq3~ale Oi~cer, etc.) Owner and/or representative of the Owner of Owner's, 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 herewith. Sworn to before me this; .............. .4~**..~ .................. d ay o f .....J ,~..~...?.~.~ ............. FORM - 06/07 . G~lo BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ! / tP/ti~t:r*Date Reviewed: [ / ~F, agittt~. /'/'~ -"1~2~'~'-~(~7Y9c- ~/~'-~)~stimatedCost: ' SCTM# 1000- lite, ,3'- ~ Subdivision: Zone: ~x-~t'O Conforming? Property Address: ._5 o7,_,c- ~4/y~C ~ ~ Building Permits (Open/Expired): BP '-'"'- -Z / C/0 Z- ~ , Info: - BP __-Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: Single & Separate Search Required? Y o~Determination: City: C,~v,~c~,-~g;~¢,_'- ~ Pre COs? BP -Z / C/0 Z- , Info: BP -Z/C/0 Z- ,Info:__ REQ. LotSize: ~0) o0o ACT. LotSize: .2-o) ooo v~, REQ. LotCov. /go ACTiLotCov. REq. Front h~o ACT. Front 7'/)~REqSide /,5 ACT. Side qg~)ekREQ. Rear ,~o PROP. Rear REQ. Height 3~'~ ACT. Height 0p~, /7~-'~. £eC~, 3 ~ ~ c-T _ Project I~escription: ,dSte~L~,~ v~- ~5~1~_~~ ?~'~z~ waterfront? Y o~ , ~ ~ u If yes, water body Panel# ~_~one: ~/Bulkhead/Bluff Distance ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o0 If yes, ~Bed#: __*Date: / / *Permit#: Town Septic: - If no, certification required: Y or N Received: Y or N By: NYS DEC: ea~-ozcg/ms Y o(_~- Date: / / Per,nit #: or NJ Letter- Notes: Southold Trustees: Y o~- Date: __ Permit #: or NJ Letter - Notes: Southold ZBA: Y o(~[ Date: __/ /__ Permit #: - Notes: Southold Planning: Y o~- Date: ~/__ __ Permit #: - Notes: Foundation: __ -5-- ~¢ __SF 1. ( SF)- ( First Floor: 7~,g//~7~SF Second Floor: --'---" SF Other: ,---- SF 2. ( SF)- ( Total: , -: ~t" SF ~--'C ~: z~ SFX$ _SF): ' ~$ + hfitial Fee: + Additional Fee ( ): SF)= SF X $ =$ + Initial Fee: + Additional Fee ( ): TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: · Ground Snow Load: 45 ~, Wind Speed: 120MPH fT~ Seismic Design Category." B . Weathering: Severe O4~ FrostOepth: 36" e~QTermlte: M-H Design Temp: 11 0 ~. · lee Shield Underlay: YES USF./OCCUPANCY CLASSIFICATION: HmOmv m Am A: <>¢( Flood Hazards: TYPE OF CONSTRUCTION: FULL FRAMING DESIGN ELEMENTS~(~ IlEAl)ERS: ~'~?N WALL sTUDs: CEILING JOISTS: ~ FLO OR JO ISTS LUIVIBER SPECIES AND GRA_DE:~tN DESIGN L-O ' . GIILD ERS: e~ ROOF RAIWFERS '~N WI]qDOW AND DOOR SCHEDULE: .MISSL T ST LIGHT 8%:~N _ ~ ~';~ ~ ~ ~ NAIL~G/CONSTRUCTION SCHEDULE:~ ME~S OF EG~SS~ PL~B~G ~SER D[AG~:~ LOCATION OF F~ PROTECTION EQU2MENT~ TRUSS DESIGN: ~ CERTWICATION: Y~ ILO. Box 1179 TCk'l)hont (631) ]'a× (Ii31) l',I iI1 J)IN(; I)I,21'AR'I'MI.2NT TOWN OF SOUTHOLD October 1, 2010 Peter Eichacker 18605 Brooke Road Sandy Spring, MD 20860-1412 NOTE: 3075 West Creek Ave, Cutchogue TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: __ Application of Certificate of: Occupancy. (Enclosed) Electrical Underwriters Certificate. _ Afeeof~2~): ~--© ,b ~ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35300-Z addition/alteration Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF ISOUTItOLD August16,2011 Peter Eichacker 18605 Brooke Rd Sandy Spring, MD 20860-1412 Re: 3075 West Creek Ave., Cutchogue TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. J A fee of $50.00. Final Health Department Approval. __ Plumbers Solder Certificate. (AII permits involving plumbing after 4/l/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 35300 - Addition/alteration REScheck Software Version 4.3.0 Compliance Certificate Energy Code: Location: Construction Typo: Heating Typo: Glazing Area Percentage: Heating Degree Days: Constructio~ Site: Compliance: Maximum UA: 68 2007 New York Energy Conservation Construction Cede Suffolk County, New York Detached 1 or 2 Family Non-Electric 17% 5750 Owner/Agent: EICHACKER Your UA: 67 Designer/Contractor: MARK SCHWARTZ, ARCHITECT Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Ceiling 1: Flat Ceiling or Scissor Truss Wall I: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Window 2: Wood Frame:Double Pane with Low-E 325 30.0 0.0 11 325 21.0 0.0 15 338 13.0 0.0 23 16 0.310 5 41 O.320 13 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pormit applicetiea. The pmpossd systems have been designed to meat the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and are attesting that to the best of his/her knowiedg , belief, and ~f~ss. ional judgment, such plans or spociflcetions; Code. Nan~e - ;ritie ~ ' ' / DaY ' / / Project Title: Report date: 01/04/10 Page I of 1 Data filename: C:~Program Files\Check~REScheck\EICHACKER.rck SURVIE¥ OF PP..OPEP-.T'¢ SITUATEs FLEETS NEGI< TOI/qN -- SOUTHOLD SUFFOLK COUN'I'h', N'r' 5UR'CE'fED: JULY ~, 2008 SUFFOLK. COUNTY TAX ~ IOOO - ItO - 5 - 8 C~RT~D T~: ~ EICI-L~CI(ER NANCY EICHACKE~. ~JDEL~rY NATJ[ONA~ 11'lrtL~ ~I~ISLTRANCE GIV~AC MORTGAGE, LLC N E NOTES, Areo = 20,000 S. F. Areo = O.45,ql Acres GRAPHIC, SC,ALE MONUMENT FOUND JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver\pros\08\08-165.pro Norris ~ LUiP~ Land Nou~ or Form~rl~l or: ~t~h~n O. F~lnzino ~ C. harlmn~ F~lnzlno C EL~' 5421_1655,20i,~o.~., ~.100.00 on ~lL DWA¥. TEST MOLE EL--Il' N421"I~,55'20"W lC EL-58' EL--8' 2~.0 EL=T LUEST CREEK. aephalt ~av~ment ~¥ENUE EL--~ REVISIONS: ~[I)G ~rp i I~ I~ A r~r~ oUU~lt ~-~. it~~---.:.-: ......... i I PROPOSED SEP~C SYSTEM D~AIL x I SEmlC ~EM: ~ MINIMUM SEPE~TION DI O S~AGE DISPOSAL REOUIREMENTS' ~: ~{ ~ S~ER HNE x ~ ~or Sanitam Swt~ / d ,7~ ~~'~', ............................... kl J ~tci~ ~ _ ~'_~{ ~ - ;~ ~NAL G~DING AND BACKFILHNG ~ -_,~7~~-,,~ ~ ~ ~ ~/ ...... ~n- - L -. ..... :.., r)WEST CREEK: AVENUE ~h#1:l,lOl0 . , TEST HOLE DATA ,..,.~,,.:, ~ ? ~ ~LO.m BOX I~, SO'HOLD, NY 11791 (~31) 765-3677 I ~ Fi'i ( ,.,u~ ~*T. ) (8~ I Od common nails ea;~ =nd of coll;r H2 t H I 0 or ~ual h,urn~m~ S~aF,S ~ be r~ rear ~ · P~ov]de ~lmpson L~T~ or nm bard bo ~b,I. plat~ - L3r~, ~ II · Pro.de 51mF~on HG or ~ I G" O.C. · pmo~cd~ OimF~Jon HG or iF~ropmat~ metal O.C. (where I z~,ry), 5'-(7' · pro. de 51mFson LFT4 or rim board ~o ~lll ~ I G"O.C. O'f'RAPFhl NG NOT TO 5CALE BUILDING DEP.~m'FME~r INFORMATION pI~;JCRIt~TD/E O~ ~: P~ ~T/~'R ~ 1,'.[~ ~. ~, 1,412 SQ.~. SI~ND I~R ~[: 0 ~. ~, 0 SQ. ~C. D]ESI~ LO~: RIFF: D~D: 20~ L~: ~ ~OW: 4~ ~S~ ,~RY: C SFJS~[C D~SlGR ~ORY: B W~ ~',: limb; ~m ~ - ~ 1 ~ ~OM O)AST, ~{S~ D ~ST ~C~ ROOF PI~ESSURE ZONES COMPOilENT $ CLADDING p[~,~LIEE GA[RE ROOP, ~4 I)EGR[E 5[0~ ~A: (~0 D~IGN ZONE la: 13,5 22.50,-23,E3 ZONE 2;: 5O'G 2 I ,O I, -2G.37 ZON~ Sa: I~ 22.50, -27,07 SHED RC~P, I 0 DEG~E 5LOPE 0 { ~'~ +/- ~A~ (sO D~IGN ZONE 3b: 12~0 ] 2. I O, -28.55 Con,mints ~r thew re~Fe~ mean ~ h~. 27'-G' = 1.35 2~'47 ~ 1.35 , DIAGR~vl,,~,, = cf' PLUMDING RISER, DIAGP..AM NOT TO 0CALE 51'T[= PLAN .~cal~;: I' = 30' UNDERWRITERS CERTIFICAI'~ REQUIFED PLUMBING RETAIN STORU WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. ALL PLUMSING WASTE & WATER UNES NgED TESTING BEFORE COVER PLUMBER CERTIFICA~ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF ~% LEAD. %% % ~.o~ .,~lJJ~V).=Y OFF PP-.OFER'[Y 51tuab~: i:lee~5 Neck Town of Doutholct 5uffolk County, New York CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. Suffolk Counby Tax # I G~DO-I I O-5-E~ ,SCALP {" = 20' Area: 20,000 or 0.459 1 acr'e5 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, , -/WiTH gJ-r,c ER 46 i ~<)D DAMAGE PREVENTION _ ': ;-HOLD TOWN CODE, DARE:, ! ~_--/D B Pall ~ $~_~.o'-~ NO1JFY BUILDING DEP/,RTMENT AT 7651802 8AM TO 4PM FOR TNE F~t. LOWING INSPECTIONS' I, FOUNDATION - TWO REQUJRED FOR POUREB CONCRETE 2. ROUGN - FRAMING & PLUMBING 3, INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C,O ALL CONSTRUCTrON SRALL MEET TNE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COb:PUl WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF .~b?,',3,2, T0W'~.,NI,~ ~0ARD ......... SCUTHOLD'r0w!~r '!7 ' FII~'b I~h~°r L~'v~' Df~kWI NG LIS'F A-O BUIU)ING DEPAP-,TM~NT INFORMATION F- I FOUNDATI,ON PLAN A- I FLCXDR ~2 5E~'ION~i A-3 ~I~OR E~ATIOIq5 A~ ~EI~OR E~ATION5 ~5 PRO~ DECK C~ON MARK SCH~ARTZ JLItLCHIT~CrUI~E IN'I'~[O][~I 28495 MAIN ROAD ~JTaIOGLI~ NIIW ¥ORI( ~93S Z ' P~t ~: Bufl,~g D~t. ~om~afion A- 1 FOUNDATION PDAN - EXISTING Scale: Y4" = I '-0" 'k /// t(2) ~.xl 4 mtcro Nof.~: add~t:lonal OF~lOn t~el beam with no c~lurnne WI OxG& or Wi 2x50 oFenln~J Io~k foundation wall off I G'Y/x 8"D conc, foo~ ~: 5" ~h~ ~ ~ ~ndaelon wall L _ _ .e concre~ bl~::k r~l~lln~l wall FOUNDATION PLAN - PI~,OPOSED .Scale:Y4" = I'-0" MARK SCHWARTZ ll~ t'u,m[OltS 28~5 MAIN ROAD CUTCHOGU~ Ni~ YORK l': 631-73,l-a3a~ Permit Set: Foundation Plazt A-2 FLOOR PLAN - EXISTING Or. ale: ~4": I '-0" dl 16'..4' D~rl bwn,~ Room Den ~ FLOOR PLAN - PROPOSED 4'-o" 13'-4'/4" 4'-o" DETAIL-_ INTERIOR ELEVATION LIVING ROOM ~'~}.'°'. ~,'~, - MARK SCHWARTZ ~1~ MAIN ROAD CUTCHOGUI~ NEW' Y01~ [.1.1 Permit Set: Floor Plan A-3 Exl~bln~ Loft; Cr'awlsFaCe DUILDING SECTION .~cale: Y4" = I '-0" -2x~d~ebeam Top of Finished Floor Eiev. + I ~'~ ~" · -awphalt roof eha~jle -2x~ roof raftem ~ $0" o.c. ~x4 double platc ~q'eRlOR WALL CON.ST. ('rYF.) ~e" dr~vall board 2x4 wood stud wall ~ I ?-21 ba~ insula~lotl ~" exterior Orade plywc~od ~h~ath,ne shake e~dm~J to match on buddln~l paper thick concrete round,ion wall footm9 w/(2) ~'4 re,ar. Doff, om of footm~J ~ ~ 5G" min. beloW oJrade on undisturbed Top of F~mebed fgoo~ @ Seconal Floor Elev. 0'-0~ Top of Fimshed '~' Dev. -'5'-2 %' ± - EXISTING (2) 1-5/4' x 7- I/2" micro ~vee to m~ w/ 1-5/4" x 7' steel fll',',',',',',',',',~ plate Ex'rEP. JOE WALL CONE, T. (TYP.) -~e" c~rywall board EX4 ~od ~tud wall ~ J G" o.c. ~ I ba~ insulation ,~' ext.~lOr ~rmde plywood sheath~n~J ~n bud&m~J -- 2x4 shoe -- f'~o~m~j w/(21 #4 rebar. DUILDING SECTION - PP-..OPOSED 5cale:~" = I'-0' Top of Flnlehe~d pIoor Elev. + 15'4 ~/e' ~: ~ Second Ploor c-lev. 0'-0' Clev. -9'-2 %' ± MARK SCHWARTZ 2S~.95 MAIN ROAD NI~W YOI~ ~.~ P: 6~l-~M-418S Permit Set: Buiding Section A-4 FRONT ELEVATION (,50UTH WE,.ST) - EXI,STING T PRONT ELEVATION (50UTH WEST) - PROPOSED ADDITION * ALTERATION5 R,T 51DE ELEVATION (50UTH EAST) - EXI,.STING Scale: J/4" -- I '-0" R.T 51DE ELEVATION (50UTH EAST) - I::'R.O?OSED MARK SCHWARTZ 284~ lOdN I~.OAD CLvrCliOGUI~ NI~ YORK Permit Set: i Elevations A-5 I~FAR, FLFVATION (NORTH FAST) - F_XISTING ~ LT ~IDF FLFVATION (NOR.TH WF~T) - FXISTING Ocal~: ~" --- I '-0" Ocal~: )/4" -- I '-0" ADDITION ~ ALTERATION5 R, FAR, FLFVATION (NOR.TH FA~T) - ?I~OFOSFD (~ ~ ,Scal~: ,,14" = I '-0" LT 51DF FLFVATION (NOR,TH VVEST) - ?R,OF'OSFD Scale: Y4 = ILO'' MARK SCHWARTZ 28~S MAIN ROAD CUTC~IOGI~ NI~ ¥OP-,,K 11~ I~. Permit Set: Elevations A-6 ¢_=ENF__f AL NOTE8 CONSTRUCTION NOTES: 1 , The information within this set of construction documents is related to basic design intent and framing details. They are ntended as a construction aid, nora substitute for generally accepted good building practice and compliance with current New York State building codes, The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc, These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans, 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil, 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occudng in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 5). Unless ethel,/se noted, all slabs on grade to be 2500 p.s,l.. Concrete to be poured on 4 inch thick sand or grovel fill with 6x6 wire mesh reinforcing, Interior slabs to be minimum 3-172 Inch thick. Ail fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6), Crawl spaces to be provided with a minimum 18"x24" access opening, Install one 8xl 6 cast iron foundation vent for every 150 sq. ft. of area. 7), Damppraof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene fi~m shall be applied over the below grade pod/on of exterior walls prior to backfilling. 8). Drainage as per section R405 of N,Y.S. Residential Construction Code· FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted otherwise, 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9, Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvin/zed hangers and anchors where applicable to all connecting joists. 6), Double up floor joists under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans, 7), Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/er other access openings unless otherwise noted (typical). 8). Dormers running up roof ratters are to be supported by double rafters on either side where app cable unless otherwise noted. , Provide blocking/bridging in floor joists at 8'0 o.c. Use solid blocking in floor joists ig walls. 10). Provide insulation baffles at save vents between rafters. Install draft blocking as needed, 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir ar Advantech plywood subfloor adhered with Pt400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock, Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building have regular 1/2" sheetrock. All walls ta be taped and finished, . All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material aver, 16). All sill plates and weed in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-lex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap, 2). RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 3), WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b, When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3,3, 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplitt connectors, Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor belts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONIS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" c.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR 8HEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requiremen~ts of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connectiens shall be in accordance with 2,4,4.2 and 2,2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge ]along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: il . Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. Ali fasteners, hangers and anchors to be galvinized or eta n ess steel. [). Girders for deck joists to be bolted to each post w,ith washers and nuts. ~irders on concrete piers shall be anchored with proper steel connectors anchored nrc concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 3dow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. · Deck joists to have blocking at 8'0 c.c.. · A minimum of 10 inch flashing shall be installed between the building and ledger. ;alger to be fastened to building with 112" dia. bolts with washers and nuts ,vhere needed. ,. Concrete piers shall be a minimum 6" above grade. ,. All joists to be supported with hangers and anchors, Each Joist shall also be anchored [o girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building, PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S, Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. I). If wall studs plates or joists are cut out during installation for any plumbing related work, irovide adequate bracing and plates to protect and seoura the structure, Ver fy w th the ~tate code and manufacture's recommendation for maximum hole size and spacing permitted· HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adheadng to all applicable codes and safety requirements. 2), HVAC subcontractor is to fully coordinate all syst,em data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layotUt drawing and submit it to the General Contractor and owner for final review and approval, ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y,S. Residerltial Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S, Residential Construction Cede. NAILING SCHEDULE ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTERTO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O,C. NAIL HEADER TO 16d COMMON 16" O,C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT 3ER NOTE: 1,2 END JOIST OR BLOCKING :LOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 ~ 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: - 16d COMMON BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER STRIP - 16d COMMON JOIST NAiL TO BEAM JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESCR,FT,ON SP%',gG ISTRUOTURALPANELI 8d IAS FEoRMTA LB 3"8 CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING GYPSUM _, 7" C.C. EDGE WALLBOARD oa COOLERS 10" O,C. FIELD WALL SHEATHING: NAiL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" eSS 6d COMMON 3" C.C. EDGE PLYVVOOD 6" C.C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS _. 6" O.C, EDGE 1' OR LESS eo COMMON 2" C.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO if MENTIONED IN SCHEDULE NOTES ONLY. 1), Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENTEd: OCCUPANCY CLASSIFICATI©N R3 RESIDENTIAL ~UILDING USE RESIDENTIAL DWELLING E~LJILDING HEIGHT (SEE PLAN5) TOTAL 5~, FT. OF CONSTRUCTION (SEE PLAN~) =RESCRIPTIVE A5 PER N,¥,5, RESIDENTIAL CONSTRUCTION CODE AND 2006 5BO HIGI4 LUlND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENT5 A5 PER FLOOR PLANB, CRC55 SECTION AND GENERAL NOTE5 E×T, tBALOONIE5 ATTIC5 ATTIC5 ~/ STORAGE 2o DESIGN LO~D CALCULATION5 ~ooF (G~OUND 5NO~ LO~D) 20 (LIVE LOAD8 PSF) ~00~5 (OTNE~ TN~N ~LEEPrNG) 40 RO0~5 (~LEEPIN~) 50 ~AU~D~IL5 (ANT DIRECTION) 200 EXPOSURE CATAGORY (DESIGNED FOR C~T, (~OOf - FOUNDATION) D~TAIL ~AGE ~ GENERAL NOTE PAGE NAfLING 5CN~ULE SEE GENEraL NOTE PAGE EG~E~ ~EE FLOOR PLAN5 ~ND ~INDO~ ~CNEDULE FIRE PROTECTION (SNORE ~ 002 DETECTORS) ~ 8EE ~LOO~ PLAN5 T~U~8 ~E~"GN N/A - STANDARD STIC~ FRAME CONSTRUCTION ENE~ CALOULATION~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC F ROS'I' WINTER ICESHIELD FLOOD SNOW SPEED DESIGN /VEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENI' HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHTTO 11 NONE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAiL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTES. 1,3 SEE NOTES: 1 ( BOTH FI INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O.C, NOTE: 2 FOR PANEL FI GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C, 8d COMMON @ 4" C.C. SEE NOTES: 1.3 NOTES THESE NOTES ARE ONILY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet af the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c, WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O.C, SEE NOTES: 1.3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1), For wall sheathing within 4 feet of the careers, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch c~.c, nail spacing assumes sheathing attached to stud framing members with G>0,49, For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o,c. 3), For exterior panel siding, galvin/zed box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Sec'Lion R~.O2,~. - PIREiSLOOI(ING RE~LJIRED I). f~%. ~a%ts or bllankets of mineral mr ~lase ¢l~r shah b~ allo~d as ¢lrabl~ckfn~ In ~alle cons%ruc%~d usln~ paralle~ r~s or s~uds or s~a~ered etude, 2), At all In'J. erconn~ctlons betu~een concealed yeti, leal and horizontal spaces such aa occur at eof?Its, drop ceilings an~ cove c¢liln~s. under staTrs shall cornpl~ Lulth 5ec%lo~ R514,5, N,¥,5, Residential Code, 4), At openings araund vents, pTpes and c~ucts at. ceIIIn~ and Floor level, to resist the Free passage of Flame and products or combus'~Ion, WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJINC~ APPROVED USP METAL OONNEC. TORS, FOR PROPER LLIIN~D RESISTANT ~ GOOTD CONSTRUCTION. FOLLOLU MANUFACTURE'5 RECOMMENDED IN.~TALLATION INSTRUCTIONS TO AONIE'v'E MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ~- HEADER j..~ LEDGER BATHTUB S,DEWALL JACK STUDS RAFTER :LOOR JSP NUMBEF DBSCRIPTION APPLICATION 2ND. ADS5 HOLD DOWN BoTHCONNECTBoT. TOpLATEI SIDEoF OF2NDALLFLooRCORNERSAND TopON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBEF DESCRIPTION APPLICATION BATH ! SPA TUBSsuPPoRTTO HAVEEAcHA DOUBLEwALL RUNNINGFLOOR JOISTSpARALLELUNDERwiTHFORTHEADDEDFLooRSUPPORT ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAF APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP ~PPLY OVER RIDGE TO EACH ~FTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO ~CH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 ~DOWN ANCHOR APPLY TO ~CH CRIPPLE STUD 2X10 LS210 laga. SLOPE HANGER APPLY TO EACH RA~ER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ~24"OC ~ ~ T~~ROUGH-ROOF EXHAUST VENTS SELECTED AND METAL ST~P ~ CATED BY CONTRACTOR CRICKET AT TOP-SIDE OF ~ VENTI~TION CHANNEL RIM BOARD ~ CHIMNEY ~ AS REQUIRED RAFTER ' ~ ~ VENT~TION WOOD JOIST-- SILL P~TE(S) ~) MAINTAIN FOUNDATION ' ~ ' ' ' ' ~ ' ~ ' ' TOP P~TE _ _ BLOCKING ~ /~ FINISH WALL AND MOISTURE ~ I 2x4 LEDGER -- STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC BARRIER TO ~P F~SHING ~ = = ~ -2x4 SOFFIT JOIST BLOCKING ~ / AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A ~ ~ ~ ~ FASCIA AND ALL WINDOW/DOOR OPENING JACK BTUDS ~ / ~ ~ BE~EEN WALL FINISH AND . MINIMUM NET FREE VENTI~TING AR~ ~ ~ FLOOR JOIST DEPT~ JSP NUMBER DESCRIPTION APPLICATION /~ ~ ROOFING TO AVOID SOAKING WALL STUD ~ NOT LESS THAN 1/150 OF THE AR~ OF GUTTER 4" - 8" LSTA24 l-l/4"x24" 20ga. STRAP AND JACK STUDS ~ ~ / SHALL ~E COVERED WITH CORROSION- ON ALL OPENINGS ~ ~ ~ ~ ,' PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH OFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION ~OFFITE~ 8" - 14" LSTA3O I-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO INSTALL 4'0" C.C. ACTION PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND CONNECTTO ~OOF ~ENTfL~TION / OVER B~RING WALLS AND HEADERS 2ND, FL~OR WALL ~ :~ I -- ~FTER O RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT I ' woo ,o, 18T. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS H~AL FL~SNIN~ AT ALL EA~ES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH MSP NUMBER DESCRIPTION APPLICATION ~ND ~AKE5 -- PROVIDE NE~MED EDGE8 50 V - ~ STEEL COLUMN ' ~ .... ~ '~ ¢ ~ - ' - ~' ~a I/2 II D~. ~OLT8 e 4¢" O.C, 5TAG. > CONC. FTG. ~ '~ ~'~ / ¢ % ~ ' ' ANCHOR BOLT CONNECTION USEWITH 3x3SQUAREWASHERS -- .. .. (USP LBPS58 OR BPSB3) ~ FOUNDATIO~ ~/8" DIA, ANCHOR BOLTI D~IN (CRAWL SPACE OR FOUNDATION) I STORY 72" CC ~PICALCONC. FOUNDATION. APPLY PiLASTERS SILLPLATETO FOUNDATION T~PI~L ~E~ ~ET~IL WHERENEEDEDFORSTRUCTURALBRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"X24"X12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2STORIES 38"OC 5TELL / BOTTOM ~EA~ING WALL BOTTOM P~TE TO FOUNDATION (S~B-ON-GRADE) 1-2STORIES 57"OC ~OOF JACK5 4 VENT5 ~ET~IL COMPACT FILL ~ ~ ~ " ' I~//// FOR BLOCKOUT ~ STEEL BEAM ....... P.T, PLATE . ~ ~ ~; '. ~ X ~4"~*.~.~ NOTCHJOISTANDADJUSTHEIGHT ....' ' ' ' ' ' ' ' ' ~ ATI/2r' AIR SEND AND "~/, ~~< ' h/~2' '. ',... ,% . - (WITH A NAILING PLATE IF NEEDED) GRADE ' 4 -~--~¢--'--~ ..... - ~ OFWO ~ ,'- ~ '>' ~ '~ ; '2 ~ TOBEAPROX. I/2"ORHIGHERTHAN 12" ~'¢'~~;;;FORCINGBAR' ~, '¢' ,~ ~ 8X6W.W.M.~,:~ ~ ' ~ :~4~',: ~ , :~,:~'' ~ ' ~ ]~L'~, 4___~'.' ~ .'" . *% ~ ~' b ~ :.', : ~,.¢ ~' a,¢, & ~: (PROVIDESTRAPPINGTOKEEPJOISTSALIGNED)sUBFLOOR MIN, ~ ¢~ a ~ ,~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXlMUM '~- ¢ ,~. · ~ ¢ , ~. · ~ ': ~_ NOTCH EQUALB I/4 DEPTH OF BEAM .~ ~ ~ > , ~ DRAIN TILE -- ~ ~ ~ REINFORCING BAR ~, ~l~z~ ~ ~ ' ~ ~" ~ ' ~ ~ ~ ~ JOIST 12" ,~ SHEET METAL / 30, FELT UNDER BEAM AT POINT 1~ ~ ~,, Z REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. 3 MINIMUM BEARING SURFACE FOR WOOD BEAM ~ DOOR FLOOR JOIST DEPTH USP NUMBB; DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4"-8" LSTA36 1-1/4"x36" 18ga. STRAF AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" C.C. 8" - 16" MSTA48 1-1/4"x4§" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LISI:: THE FOLLOUJIN~ 0t~ APPt~OVED [J~P METAL GONN~:CTOR~$ FOR P~OF~E~ ~J/ND ~mSI~TANT CON~T~iiCTION- :FOLLO[3 MANUFACT~I~E'5 ~ECOMMENDI=D INSTALLATION INST~:UCTION5 TO ACNIEV~= MAXIMUM UPLIFT LOAD LEr WOOD J, 4" DZA, MAXIMUM RIDGE STAIR RAILING HANDRAIL CONNECTION 4" MAX. 4" DIA, MAXIMUM ~ ~- JL]LJl RIDGE-TO-RAFTER CONNECTION LOEAT[ON USP NUMBER ~ES.C, RIPTION APPLIC~,TION RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION JSP NUMBER 4" - 6" RAFTER RT1D 8" - 12" RAFTER RTg0 LEDGER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DZA, BOLTS @16"OC W~Th WASHERS RA2xGFTE-LIjEE LISp LNsU26HBER 18ga~EsSLCoBj~'~AONNGER APPLY TO E'~PcHL[~TFr[~I~/LEDGER 2)(10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER DECK/PORCH RAILING CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2 DIA, BOLTS L~16 CC WTFFI WASHERS FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW 2x ]OISTS FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM JOIST / BD, DECK/PORCH LEDGER CONNECTION 30IRT ApPLZCAT[ON DESCRIPTION ICONNECTTOI EACH RAFTER 10-3/4" X 18ga, TYDOWN ANCHOR CONNECT TO 21-1/8" × 20ga, TYDOWN ANCHOR EACH RAFTER GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER JOIST ToLOG tCAE DT[EOR~ H EAB E R IuSP WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, IF ABLE~ SET FIR ]OISTS APROX, 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. SPLICED JOISTS OVER HEADER/GIRDER WOOD J BLOCKING WOOD GIRDER PROVIDE BLOCKING BE~NEEN ]OI~TS THAT ARE SPICED AND USE WITH RTl0 ~YDOWN ANCHORS RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT1S TYDOWN ANCHOR R~ENRE TCTo ~AL~THE CONNECT OVER GIRDER/HEADER- POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LODAT[ON USP NUMBER I PRE66 / PBSE66 / KC66 SIMPSON STRR1/2 ~x~l SOLID COLUMN PBSR4 / PRSER~ / KCq4 POET CAP ANCHOR APPLY TO EACH COLUM6 DESCRIPTION APPLICATION ' APPLY TO EACH COLUM6 APPLY TO EACH COLUMI~ ROD FOR BTU DOUBLE 2x (MINIMUM) FOR HEADER OS BEAM 5x6 SOLID COLUMN HOLLOW COLUMN POST CAP ANCHOR H,C, ANCHOR MINIMUM END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRR1/2 INSTALL AS PER MANUFACTURE S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION ALL OPENINGS ALL OPENINGS USP NUMBER! LSTAlg RT3 OR ST7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD POST- RIM/DECK JOIST- POST-TO-DECK CONNECTION USE MIN, (2) 1/2" DIA. GALV, 80LTS WEH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION pO2;SB%C HO. App ;PT%%IE. POST / BEAM ANCHOR APPLY TO EACH PIER LOCATION USP NUMBER (2) BEAMS PAU44 OR WE44 3) BEAMS PAU66 OR WEE6 POST CONCRETE FOOTING DECK POST FTC. CONNECTION LOCATION USP NUMBER DESCRIPTION APPLiCATION 4XR POST RAU44 OR WEq4 POST / BEAM ANCHOR APPLY TO EACH FOOT~NG 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOT~NG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: 1). Unless othenNise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts, Girders on cancrete piers shall be anchored wgh proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2" die x 7" long anchor bolt with washers and nuts. Footings Shall be 3 fi. below grade. 4). Deck joists FS have blocking at 8'0 o.c 5). Ftashing shall be installed between the building and ledBer, Lapping i~p the sheathing and over the ledger. Ledger to be fastened to bu~dlng wllh 1/2" die, bolts with washers and nuts at 16" o,c. . Concrete piers shall be a minimum 6" above grade. Diets t~ be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). . Covered Roofs shall be assembled and anchored the same manner as a typical building. · Use simpson hangers and anchors with Z-MAX trlppts protective coating or equal contact with ACQ, NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL §d ASwFcMPER TABLE. SBC3'B ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACIN6 RAFTER TO 8~ WALL: 3-8d COMMON EACH OB-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL 3-8d COMMON EACH TOTOP PLATE 10' WALL: 4-Bd COMMON JOIST FOE-NAIL CEILING JOIST TO AS PER TABLE 3 7 EACH FACE ~ARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AB PER TABLE 3.4 EACH PACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END HAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAil WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING TOP PLATE TO Z - 16d COMMON PER FACE NAil TOP pLATE FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS ¢ - 16d COMMON EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD D.C. NAil HEADER TO 18d COMMON 16" D.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLOOR JOIST, BAND JOIST 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACINC NOTES JOIST TO. 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2-8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP 3 - 16d COMMOi,, EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMOh PER END TO JOIST JOIST NAIL PER SAND JOISTTO: 2- 16d COMMOh FOOT TOE NAIL SILL OR TOP PLATE