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36012-Z
Town of Southold Anftex 54375 Main Road Southold, New York 11971 6/23/2011 CERTIFICATE OF OCCUPANCY No: 35016 Date: 6/23/2011 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2925 Elijahs Lane, Mattituck, SCTM #: 473889 Sec/Block/Lot: 108.-4-7.17 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 11/9/2010 pursuant to which Building Permit No. Lot No. filed in this officed dated 36012 dated 11/9/2010 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, incluffmg two car garage, to an existing one family dwelling as applied for. The certificate is issued to Solowinski, Arkadiusz & Solowinski, Elizbiet (OWNER) of the aforesaid builcYmg. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 4/1/11 36012 6/15/11 ~ Arkodiusz Solowinski ~J~oriz/~t Siglia(ure 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. 36012 Z Date NOVEMBER 9, 2010 Permission is hereby granted to: for : ARKADIUSZ & ELZBIETA SOLOWINSK 2925 ELIJAH'S LA MATTITUCK,NY 11952 INTERIOR/EXTERIOR ALTERATIONS & ONE STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 34249 at premises located at 2925 ELIJAHS LA MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007. 017 pursuant to application dated NOVEMBER 9, 2010 and approved by the Building Inspector to expire on Fee $ 1,170.OS ~ __~q~Sr I z ed Si~%a~re ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) P~I~MIT NO. 34249 Z Date OCTOBER 22, 2008 Permission is hereby granted to: ARKADIUSZ SOLOWINSKI 2925 ELIJAH'S LA MATTITUCK,NY 11952 for : INTERIOR/EXTERIOR ALTEP~ATIONS AND ONE STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. at premises located at County Tax Map No. 473889 Section 108 pursuant to application dated OCTOBER Building Inspector to expire on APRIL 2925 ELIJAHS LA MATTITUCK Block 0004 Lot No. 007.017 6, 2008 and approved by the 22, 2010. Fee $ 1,170.00 Authorized Signature ORIGINAL Rev. 5/8/02 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: 3,. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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 nnusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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 D~.t~ New Constraction: Old or Pre-existing Building: Location of erope~,J ~ .~,,.~0~''~ ~1',,~/7/~. House No. Stl~eet - Owner or Owners of Propert"~ Suffolk County Tax Map No 1000, Section Block (check one) Hamlet Lot Subdivision Health Dept. Approval: Planning Board Approval: Date of Permit. Filed Map. Applicant: Underwriters Approval: Lot: Request for: Temporary Certificate Fee Submitted: $ ~ . Final Certificate: (check one) Applicant Signatm-e Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~town southo d ny us BUILDING DEPARTMENT TOWN OF ~IOUTItOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Solowinski Address: 2925 Elijahs Ln City: Mattituck St: NY Zip: 11952 Building Permit #: 36012 Section: 1 08 Block: 4 Lot: 7.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Lite Elec LicenseNo: 4694-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal 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: 200a overhead service, 1 wirlpool bath, 2 exhaust fans Ceiling Fixtures ~] HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures J_~ CO Detectors Fluorescent Fixtun~ Pumps Emergency Fixture Time Clocks Exit Fixtures [~ TVSS Notes: Inspector Signature: Date: June 15 2011 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box ! 179 Southold. New York 1197141959 Telephone (631 ) 765-1802 Fax (63 I) 7{t5-9502 B UILDR, IG DEPARTMENT TOWN OF SOUTHOLn CERTIFICATION Date: Building Permit No. (Please prat) (Plebe prat) I certify that the solder used inthe water supply system contains less than 2/I 0 of 1% lead. Sworn to before me this /3~'~ d yof ,20// Notary Public, ~d-~(~ff' County D~BORAH H. VAN DLiZE~' - Nolae/Publi~, Stale of Ne~, "~ I~. 01VA$18~! 7', Qualified in ~ Cou,:~ (Plumbers signature) 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 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON~II~UCTION[ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST /ROUGH PLBG. [ ] FOUNDATION 2ND [~INSULATION [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~:~ ~ -~- DATE /~Z:_ ~;~_~. o ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~...~OUGH PLBG. [ ] FOUNDATION 2ND ~'N~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION~)c~ FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR '~':~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P.LBG. [ ] FOUNDATION 2ND [ ] IN~/~TION [ ] FRAMING/STRAPPING [~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]mE~COmT~U'~ON [ ]n~E ,P~AmPENE'mA'nON R EMARi~s~.~ / j~L~ · v j~ DATE ~ INSPECTOR 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INS~ULAt'ION FRAMING/STRAPPING [/~FINAL FIREPLACE & CHIMNEY F~ ~mT~rr CO. STRUCT~ REMARKS: ] FIRE SAFETY INSPECTION ] FIRE RESISTANT I~.NLrlI~TION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ [ ] RRE RE~STANT CONSTRUCnON [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ~ELECT~IOAL (FINAL) DATE INSPECTOR~~ FI]LLD INSPECTION DATE ~ ~ ~ ~ FOI ~DATION (2ND) [NSULATION PER N. Y. STATE ENERGY CODE ~DITION~ COUNTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN.HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration PERMIT NO. BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Tmstees Phone: Building Inspector f' ' APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the inter/m, the Building Inspector may authorize, in writing, the extension of the permit for an addition six aionths. 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 regulat't~l'i'g3gnd to admit authorized inspectors on prernises and in building for necessary inspections. ~/~ ~ (Signatm'~ of applic~ ~9~ name, if a corporation) e (Mailing address of applicant) State whether applicant is owner, lessee ngineer, general contractor, electrician, plumber or builder Nameofowncrofpremises /a~.,4~ll. iXr_.. ~Ol...Ol~/A1...cd~! ~ ~L Z~/£.I"~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proppsed work will be done: House Number Street County Tax Map No. 1000 Section Subdivision (Name) Hamlet Filed Map No. Lot Lot '7./7 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building. Repair Removal Demolition Addition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, co~mmercial or mixed occupancy, sl2ecify nature 7. u~mens~ons otemsung structures, ~ any ron Height. Number of Stories-- and extent of each type of use. Rear Depth Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Fron~''~--- Eb"'~RVar~ Rear Depth .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 ./ 13. Will lot be re-graded? YES NO~_Will excess fill be removed from premises? YES 14. Names of Owner of premises 3't60~../t,,qf]6 / Address Name of Architect .~6/q'l,~ T'C- Address Name of Contractor Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES__NO . . * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE/REQUIRED. h. Is this property within 300 feet ora tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 734 - 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) /~ ,,~'~ , ~ C~ being duly sworn, deposes and says ~hat (s)he is the applicant (l~ame of'individual s~gnin'g contract) above named, A (S)He is the (contractor, Ag~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. Sworn to before me this ~._q~ dayof (~) c,~Z'~ 200~ Notary Public CONNIE D. BUNCH No. 01BU$1850~ ~a ifled in Suffolk County . _ Commission Expires Apfi 14, 20.L~ icant Town Hall Annex Telephone (631) 765-1802 / $4375 Main Road . . . ...F. ax (631) 765h95q2, ' · ow~ o~o~Io~, ~, ,~ A~? APPLICATION FOR ELECTRICAL INSPECTION /--~/ JOBSITE INFORMATION: (*Indicates required information) *Name: ~, A}.~<~ ~Z~, _~ ~L~ ~ ~ *Cross Street: ' ~o - ~ - / - - *PhoneNo.: ~,~--~-- ~ ~ Pe~ No.: ~ ~ ~ Cd / ~ Tax. Map Dis~: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) , (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: ! YES I NO Temp Information (~d] ,Service Size: ~ Ph_~ 3Phase 100 *New Service: Re-connect Additional Information: 150 2~? 300 350 400 Other OnCe.and ?u~, ~ro__~ 82.q~luest for Inspection Form TOWN OF SOUTHOLD PROPERTY-R~ORD CARD /~o~ - /~,- 7/- ?o/'-z -'""' OWNER STREET ~C/'~ VILLAGE DIST. SUB.~C~ LOT 6~, t~L~'~5~ ~ ~/~b,'~ _ , ~/'~ ~.., , ~ ~ , FORMER OWNER N E-~ [ ACR~ ~~ /5~. ~n~' S W TYPE OF BUILDING ~S. ~. S~S, VL. ~ FARM CO~. CB. MICS, Mkt. Volue ~ND IMP. TOTAL DATE R~RKS illoble FRONTAGE ON WATER l~l~nd FRONTAGE ON ROAD ~e=dowl~d DEPTH A V 2~ z"' '/ ouse PI0t BULKH~D C COLOR /~, TRIM Exfension~ Extension Extension Porch Porch Breezeway Garage Patio O.B. Total Foundation ~ c~, Bath Dinette Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer Floors Interior Finish Heat Rooms ]st Floor Rooms 2nd Floor Driveway Ko LR. DR. FIN. B / of · Town __ Erosmn, Sedimentation & Storm-Water Run off ASSESSMENT FOI~M PROPERTY LOCATION: $.C.T.M. #: ~ REiN OF A /[/.~/y / ~ ~ ~ ~. /~ STORM-WAT;R, G~DINO, D~INAC; AND .ROSlON CONTROL PL~ 'D~s~rict Seciion 8Pock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STAT~oF NEW Y0~. Item Number: 1 2 3 4 5 6 7 8 9 (NOTE: A Check Mark (,,~) for each Question is Required for a Complete Application) Will this Project Retain Afl Storm-Waler Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off crealed by site clearing and/or construction activities as well as ail Site Improvements and the permanent cma(ion of impervious surfaces.) Does the Site Plar~ and/or Survey Show All Proposed Drainage Strdctures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Wa[erFIowt Will this Project Require any Land Filling, Grading or E×cavation where there is a change to Ihe Natural Existing Grade Involving more than 200 Cubic Yards o Matedaf wi( lin any Parcel? Will this Application Require Land DishJrbing Ac0vides Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Nalural Water Course Runni[/g through tile Sites Is this Project wi01in tile Truslees iurisdi¢tiun or within One Hundred (100') fee o 8 Wet[and or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) teat of Veg, icaf Rise One Hundred (Ig0') of Hodzonlal DJslance? Will E)Uvewa}'s, Parkiug Areas or other Irupef-,~ous Surfaces be Sloped to Direcl Stom~ Water RumOfl Wilt this P~ojecl Require the Placement of Material, Removal of Vegetalion and/or the Consln. Jction of any liens Wdhin tl~e Town Right-of-Way ol Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site lhepa~ dion vd0/m Ihe On6 Hundred (100) Year Floodplain of any Watercourse? Yes No NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in theBox, aStorm*Water, Grading, Drainage & Erosion ControI Plan is Required and Must be Submitted for Review Prior to Issuance of Anyl3u ding Permit! EXEMPTION: Ye~ Does Ihis project meet the minimum standards for cbssiflcation as aR Agricultural Projecl? Note: IfYouAnswered Yesloth~s Question, aStorm-Water, Grading, Drainage&EroslonOonlrolPlanisNOTRequired! STA'F'B 0I* NEW YOfO(, .% ~ . p (H ...... ~indi,iO ,a % ~ ,~ U ...... ~m CONNIE D. BUNCH N~ublic, ~ d New YoA h*r,,shc .o. 018~61~50 ~o*~e~ ~o,,~,~t,~ A~e~, co,porat~ omcer, etc~ommi~i0n Exoires April 14, ~0~ Owne~ and/o] represen~x,e of d~e Ownm ol Ownel'S, ~d is d ]ty aufl~o-ized to perform or have performed d~e sad ~o~l~ mM to m~e a~d file this applicaaon; d~at Mi si~tenmnt,s contained in fl~is application a~e ~e to tim best of his ~owledge a~d belief; d~at O~e work will be performed m dm manner set fOrd~ in dm application filed herewifl~. FORM - 06/07 Town Hall Annex 54375 M~fin Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD FTRST NOT]:¢E September 13th, 2010 Arkadiusz & Elizbieta Solowinski 2925 Elijah's Lane Mattituck, N.Y. 11952 RE: 2925 Elijah's Lane (ALTERAI'IONS/AOOITZON) 5CTM #1000-108.-4-7.17 bear Mr. & Mrs. 5olowinski, Please be advised that your Building Permit # 3424c~ October 22nd, 2008 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before use of the structure. To renew your Building Permit, please submit a fee of $1170.00. At that time, we can schedule an inspection by one of our Building Inspectors. you have any questions, please call us at 765-1802. Respectfully, 50UTHOLD TOWN BUILDING DEPT Town Hall Annex 54375 Main Road P.O. Box I 179 Southold. New York 11971-0959 Telephone (631 ) 765 1802 Fax (63 l) 765-9502 BUILDING DEPARTMENT TOWlq OF ISlOUTHOLD June 17, 2011 Arkadiusz Solowinski 2925 Elijah's Lane Mattituck, NY 11952 TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of 50.00. __ 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 Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36012.Z alterations/addition SURVET OF LOT 14 "HAP OF ELIJAH'S LANE E~TATE5, 5EC,TION I" FILED FEB. 14, Iq-f4 AS HAP NO. 606.5 ~ITUATE-- HATTI'I'UGK TOHN-' 50Ltl'HOI ~ F~::FOLK COUNTY, NY 6URVEYED HARGH ~1, 2OO~ SUFFOLK OOUNT¥ TAX t, IOOO - IO8 - 4 ~ I~ 6~I~DIT UNION N NOTES: · MONUMENT FOUND AREA = 40,q72 $.F. or O.q4 ACRE ®RAPHIC SCALE I"= 40' JOHN C. EHL-ERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\~I-Ip server\d~PROS\03-149.pro ¢NYS WCB (866) 750- 5157 Fax~ (518) 473-9166 NYS WCB (866) 802- Fa..,~ (607) 721-8464 NYS WCB (800) 877- 1373 Fax~ (718) 802~642 NYS WCB 107 Delaware BUFFALO 14202 (866) 211- 0645 Fax~ (716) 842-2155 NYS WCB 220 Rabro Dnve HAUPPAUGE 11788 (866) 681- 8354 Fax# (831) 952-7966 NYS WCB 11550 (866) 805- 3630 Fax~(516) 560-7807 NYS WCB 215W 125~h St 3rd Fl(or NEW YORK 1OO27 (800) 877- 1373 Fax~ (212) 316-9183 Affidavit For New York Entities No Employees And Cer NYSWCB 41No~h (866) 746- 0552 Fax#(914) 788-5793 NYS WCB 16~4691st 3r~i Floor QUEENS 11432 (800) 877- 1373 Fax# (718) 291-7248 NYS WCB 130 Main Bt ROCHESTER 14614 (866) 21% O644 Fax~(585) 238-8341 NYS WCB 935JamesSt BYP~.CUSE 13203 (866) 802- 3730 Fax~(315) 423-2938 :ain Out Of State Entities, That New York State Workers' Compensation And/Or Disability Benefits Insurance Coverage Is Not Required (P~ea~e comair a~ attorney if yo~ ha~e any ques~ons re~ar~ng this fo~r~) Because this is a sworn affidavit, employees of the Workers' Compensation Board cannot assist applicants in answering questions about this form. * *This form cannot be used to waive the workers ' compensation tights or obligations of any party. ** The applicant may use this Affidavit ONLY to show a government entity that New York State specific workers' compensation and/or disability benefits insurance is not required. The applicant may NOT use this form to show either other businesses or those businesses' insurance carders that such insurance is not required. Applicant must either fax or mail this completed form to the closest New York State Workers' Compensation Board offire at the fax number or address listed on the top of this fornt Incomplete forms will be returned~ UNSTAMPED. Please note: This statement must FIRST be notariged and TH EN sent to be stamped as received by the New York State Workers' Compensation Board. This affidavit will not be accepted by government officials one year after the date stamped as received by the Workers' Compensation Board. UPON RECEIPT OF A FULLY COMPLETED FORM WC/DB-100~ the Workers' Compensation Board will stamp this form as received and return it to you by either mail or fax within 5 business days. Please provide a copy (or the original, if required by the government entity) of this stamped form to the government entity from which you are requesting a permit, license or contract. In the Application of (Business Name and Address) a / / / ' / ,., ,- /l l Y for a //) Ct ( ~/~//>;' n ~ perm~license/eontract - i ~.~ ~' Stateof )ss.: ¢o.. of ) ~' 1.~}~Ltc{(~ ~2 50~/cY/~-~/~ S' ~'' (applicant'.; name) being duly sworo, deposes and says: la) I am the f9~2~4' ~ cOi,?e~-(position) with ~e a~ve-n~ busings, ~ .(nature of b~iness~.g,, building con,actor, occ~ational therapist, food cart vendor, etc). The telephone number of the business is (~)_ ~e Federal Employer Identification Number of the business (or the S~ial Secu~W Numar of the business owne0 is . I ~ that due to my ~sition wi~ the above-rimed business I have the knowl~ge, info~ation ~d authofiW to make this affi~vit. 2. My ~nal add~s is ~--_~I~c~/L~ ~ and my home telephone number is 3. ~at the a~ve n~ business is applying for a ~) ~(i ~[ ~ ~ ~p~ ~ ~'~ _ (~ of ~rmi~ lice~e/contract applying for) ~om ~ ~ ~ ~ ~ ( ) J~ ~ ~ ~ ~ ~ (g~mm~ntal ena~ is~ing the pe~i~ lice~con~acO. 3a){Optional,~onofwh~eworkwillbepe~o~inNewYor~S~ 2 ~cf ~(~ [~ ~. ~ ~ ~,'~ r k ~V /I ¢~ ~ ~om~~to q~, 3 C~ (~tesnecessa~tocomplete ~ork ~s~iated with ~rmiVlicense/contr~cO. ~e estimat~ dollar moufit oCpr~ject is ~ t /~ ~ ~ O ~, - ~ ~.1 4. ~at ~e a~ve n~ busings is ~ffi~g ~at it is NOT REQO~ED TO OB~A1N NEW YOR~ STATE SPECI~C WO~' CO~ENSATION ~S~CE COVE~GE for ~e folloMng r~on (to ~ eligible for exemption, applimnt must ~ able to ~th~lly check ONE of~e boxes ~m 4a. ~rough 4i.): ~ 4a.) ~e business is omed by one individual and is not a co~omtion. Other ~an ~e omer, ~ere are no employees, day labor, leased employees, ~ow~ employees, p~-time employees, unpaid vol~teers (including family membem) or su~on~ctom. WC/DB- 100 (9-07) {Replaces Form C-105.21 } (Over) ~4b.] the business is a LLC, LLP, PLLC, PLLP or a RLLP; OR is a partnership under the laws of New York State and is not a corporation. Other than the parmers or members, there are no employees, day labor, leased employees, borrowed employees, part- time employees, unpaid volunteers (including family membem) or subcontractom. (Must attach s~l~rale shee~ with a list of all the panners/members names and also with the signatures of att the partners/members - l. indted Partnerships must ONLY list General Partner~) ~] 4c.) the business is a one person owned corporation, with that individual owning all of the stock and holding all offices of the corporation. Other than the corporate owner, there are no employees, day labor, leased employees, borrowed employees, part-time employees, unpaid volunteers (including family members) or subcontractors. ~] 4d.) the business is a two person owned corporation, with those individuals owning all of the stock and holding all offices of the corporation (each individual must own at least one share of stock). Other than thc corporate owners, there are no employees, day labor, leased employees, borrowed employees, part-time cnnployees, unpaid volunteers (including family members) or subcontractors. (Must attach separate sheet with a list of the names of both owners, and also with both owners' signatures.) [] 4e.) the applicant is a nonprofit entity (under IRS roles). With the exception of clergy or teachers, the nonprofit has no compensated individuals providing any services including subcontractors. [] 4f.) the business is a farm with less than $1,200 in payroll the preceding calendar year. ~ 4g.) the applicant is a homeowner serving as the general contractor for ins/her primary/secondary personal residence. The homeowner has no employees, day labor, leased employees, borrowed employees, part-time employees or subcontractors. [] 4h.) other than the business owner(s) and individuals obtained from a registered temporary service agency, there are no employees, day labor, leased employees, borrowed employees, part-time employees, unpaid volunteers (including family members) or subcontractors. Other than the business owner(s), all individuals providing services to the business are obtained from a registered temporary service agency and that agency has covered these individuals for New York State workers' compensation insurance. In addition, the business is owned by one individual or is a partnership under the laws of New York State and is not a corporation; or is a one or two person owned corporation, with those individuals owning all of the stock and holding all offices of the corporation ~] 4i.) the out-of-state entity has no NYS employees and/or NYS subcontractors AND ALL work related to the permit, license or contract is done outside of NYS; OR ALL employees are direct employees of a government entity outside of New York Olpplicant MI/,gT attach a ceriificate of insurance from its foreign or other State's workers' compensation insurance policy to this ,4ffidaviO. 5. That the above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE DISABILITY BENEFITS INSURANCE COVERAGE for the following reason (to be eligible for exemption, applicant must be able to truthfully check ONE of the boxes from 5a. through 5f.): ~ 5a.) the business is owned by one individual or is a partnership under the laws of New York State and is not a corporation; or is a one or two person owned corporation, with those individuals owning all of the stock and holding all offices of the corporation or is a business with no NYS location. In addition, the business does not require disability benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability Benefits Law.) [] 5b.) the applicant is a political subdivision that is legally exempt from providing statutory disability benefits coverage. [~] 5c.) the applicant is a nonprofit with NO compensated individuals providing services; or is a religious, charitable or educational nonprofit with no compensated individuals providing services except for executive officers, clergy, sextons, teachers or professionals. [] 5d.) the business is a farm and all employees are farm laborers. ~ 5e.) the applicant is a homeowner serving as the general contractor for his/her primary/secundary personal residence. The homeowner has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability Benefits Law.) [] 5fi) other than the business owner(s) and individuals obtained from the temporary service agency, there are no other employees. Other than the business owner(s), all individuals providing services to the business are obtained from a registered temporary service agency and that agency has covered these individuals for New York State disability benefits insurance. In addition, the business is owned by one individual or is a partnership under the laws of New York State and is not a corporation; or is a one or two person owned corporation, with those individuals owning all of the stock and holding all offices of the corporation. 6. By signing my name below, ! hereby affirm that the statements made herein are true, that I have not made any materially false statements and I make this affidavit under the penalties of perjury. I further affirm that ! understand that any raise statcmeat, representation or concealment will subject me to felony criminal prosecution, including jail and civil liability in accordance with the Workers' Compensation Law and ail other New York State laws. I also hereby affirm that ifcircumstences change so that workers' compensation insurance and/or disability benefits coverage is required, the above-named business will immediately acquire appropria~ New York State specific workers' compensation insurance and/or disability benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers' Compensation Board to the government entity listed in item 3 on the front of this form Sworn to before me this cfi ~ Dayof~ ~ ~ ,20~f Notary Public PATRICIA RIGHERT Notary Public, State of New York No. 30-4741154 Qualified in Nassau / Suff(~k Co,,nti~s Commission Expires WC/DB-100 (9-07) Reverse , (Applicant ~ Stgnature --first and last named )RI(EPS' COMPENSATION BOARD RECEIVED JUL 30 2008 NYS Workers' Compensation Board Recei xl Stamp HAUPPAUGE MAIL ROOM I 1/4 1 1/2~ C,O. 3" O ROOF VENT 3" ~ ROOF VENT I 1/4 1 1/2 1/4 1/4 2( OR I C.O. 1 1/4 ,2 C.O. SLOPE" 1/4" PER FOOT PITCH TO DRAIN 113" 4" C.I. [,,,_~'-~'--'-~ TO APROVED HOUSE SEPTIC SYSTEM TRAP El NEW r- --I-- -I BASEMENT [ cone, ~fa i---1 I-e-I L___] [ -- I--~H .L NEW NEW G FOUNDATION PLAN 1/4"= 1'-0" ' TE8 RETAIN STORM WA PURSUANT TO CH~ OF THETOWN COD 1 STORY "~-~. ADDITION FRAHE HOUSE & ~¢ '%'}X / / ~2,,\ ON LE~D CON~'~ BEFORE cERTIFICATE OF OCCUpAN?Y SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. A~ 1"=30'-0" ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE RU~F OCCUPANCY 238 APP, ROVED AS NOTED DATE/¢/~0(~ B.P ¢~'~t¢/0~7~ ~ NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUM~ING 3. INSU~TION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ....................... ;*IS OF Comphance Cerhflcate Project ~tlle: SOlD TOWN ~A SOUTHOLD TOWN PLANI ~, BOARD ~ TOWN THUS N,Y,S, DEC REVISIONS D~: JG 5~LE: ~ NOrD 3OB ~: AUGU~ 7, 2008 SHE~ NUMBER: REVISIONS NEW ~ i ~ROOM ~***~, ~ u~w Jllll~ ~ __ __ ~ ao c J, ~ I¢" o,c, / ~ovl~ ~ ,~ 0 ~OM i LIVING ROOM ~o~r ~ ~po~ ~w/~,~,,,INo~ II ~ I,,~v ~OH ] ~C'i* ~' hBATH -- GAUGE nmi ~ ~ ' '~ mm Z I II SEPTEMBE~ 3~ 2008 FIRST FLOOR P~N m 1/4"= 1'-0" A-2 REVISIONS II Il II II II II ~11~ II II II I II II II II II ~ ~ ~l II i~ ~ II I I II I~ II I I II iI I I II I I~ ~ i I I I I I I I ~ ~ Ii II, I I II ~ I I I I I I I ~ I II II 0 I I I I/,I I I ' " , II II iI ih ql II I[ IL~ ~1 ,,~-- 41 II ~ IF Ij II II II ~ ~ Il 0 I II I I ~XlSflNd PITOI ~XISTINd PITCH ROOF P~N ~ ~ ' ~¢~-' ~F~' SHE~ NUMBER: !~;~. r~........, (~ NORTHEAST ELEVATION 1/4"= 1'-0" ~EST ELEVATION 1/4"--1'.-0" 2 ~,,=O~,THWEST ELEVATIO N (~ SOUTHEAST ELEVATION 1/4"= 1 '-0" NEW B-'~'~-RO0 M NEW BASEHENT (~ SECTION 1/4"= 1'-0" NEW BEDROOM 11-7/¢' ML diE?eR REVISIONS ~ m - D~WN: JG S~LE: ~/4"=~'-0" JOB ~: SE~EMBER 3, 2D08 SHE~ NUMBER: ENEF AL NOTE,. CONSTRUCTION NOTES: 1). The information wilhin this set of construction documents ~s related to basic design intent and framing details, They are intended as a construction a~d, not a 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, otc, These codes are to be considered as part of the specihcations 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 nat 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 ~mplied in the use of these plans. g). 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 Icad requirements shall be taken into account during construction~ FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details end notes to determine intended heights of bnished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 112" 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 ex,sting concrete structure shall be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for Installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured an 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior s Jabs Ita be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers), 6). Crawl spaces taba provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade portion 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 BBC High Wind Ed t on Wood Fram ng Construct on Manua. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Doug as F r. 3). Floors, walls, ceilings and rafters to be spaced at 16 roches 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 .w, all wind,o.w sills shall also have (2) window _s?l plates [~r 2x4 wall openings between 4 t and 6 0 and 2x6 wall openings between 5 If and 6 §, Provide fire and bock ng where app cab e. ;). All flush beams/headers to be installed wdh heavy duty galvinized hangers and ~nchors where applicable to all connecting joists. ,). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. :leers te have ceramic tile installed shall be vedfied for proper load capacity unless noted on plans, . Provide 2 - 1-3/4" thick micralams ( height to match floor joists) around stairwell and/or penings unless otherwise noted (typical). 8). Dormers running up roof ratters are to be supported by double rafters on either side where app cab e un ess otherw se noted. 9) Provide blocking/bridging in floor joists at 8'0 o.c. Use solid blocking in floor joists under all bear ngwal s. 10). Provide insulahon baffles at cave 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 p~ywood. Plywood to cover over plates and headers. 2). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor dhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed var subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture~resistant sheetrock. Garage walls and :oilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building lo have regular 1/2" sheetrock. All walls to be taped and finished, 14) All roof with a pitch less then 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 :etch down type material over 16) All sill plates and wood in contact with concrete to be pressure treated. Sill plates ta 2e installed with a foam sill gasket and cop-r-tax 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 ratter, ceiling or truss to top plate shall be in accordance to table 3,3, When a ratter or truss do not fall in line with studs below, ratters or trusses shall be attached to the wall top plate and the wall top plate shall be a~tached to the to the wall stud with uplitt connections. Roofs overhanging the rake side of the building shall be connected with uplitt 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 ~n line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance w~th table 3.3. 4), WALL ASSEMBLY TO FOUNDATION: First wall studs shell be connected to the foundation, sill plate, or bogota plate with uplitt connectors, Steel straps shall have a minimum ernbedment 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 bolts are to be spaced between 6-12 roches from the end of a sill plate and all 5). TYPE I EXTERIOR BHEARWALL CONNECTIONS' 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 1t2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o,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. ~). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3 15a-b times the appropnate !ength adjustment factom in table 3.16 7), INTERIOR SHEARWALL CONNECTIONS: ~Jlowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ntarior shearwalls are used. Sheathing and connections shall be in accordance with .2.4.4.2 and 2,2.4 respectively. 3). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ~eader and/or girder connections shall de attached with uplitt connections in accordance ~vith table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. ~), CATHEDRAL CEILING ASSEMBLY: Nhere a ridge ~s to be used as a structural beam, the rafters shall either be notched and ~nchored on top of the beam or slope connectors shall be attached to each ratter-to-ridge ~long 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: 1), Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2, G rders for deck o sts to be bo ted to each post with washers and nus. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" die x 7" long anchor bcd with washers and nuts. 3), Posts suppoding girders shall be anchored to a 12"x12"x12" thick concrete footing, Use a minimum ~/2" die x 8" long anchor bolt with washers and nuts, Footings Shelf be 3 ff. below grade, Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4), Deck joists to have blocking at 8'0 o,c.. 5), A minimum of 10 inch flashing shall be installec4 between the building and ledger. Ledger to be fastened to building with 1/2" die bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above guide. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to 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 lhe Engineer for Suffolk County Health Department approval 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codas and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3), HVAC subcontractor to provide final system layout drawing and submd il to the General Contractor and owner for final review and approval, ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential 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: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMO~ EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 16" C.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING JOIST TO: PER TOE 4 - 8d COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST :~- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE .2- 16d COMMON FOOT SEE NOTE, I ROOF SHEATHING: fSTRUCTURALPANELl 8d IASw%T~.%%%3'~ CEILING SHEATHING: JOINTGYPsuMDESCRIPTIOI NAILQTy 7" SPACINGoNAILDGE-C.E WALLBOARD 5d COOLERS 10 O C F ELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3 9 PANELS 8d COMMON WFCM -SBC 7/16" eSR 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 3d COOLERS 7" C.C. EDGE WALLBOARD f 0" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING 6" C.C. EDGE STRUCTURAL1. OR LEssPANELS Cd COMMON 12 O.C. F ELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements am based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge fo obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected membem,the tabulated number of nails shall be permitted to be reduced to1 - t6d nail per foot. PL ,N CONTENT, : CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERINfi LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPN) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 PT, MODERATE SLIGHTTO TO HEAVY MODERATE tl NONE ROOF SHEATHING RE(;; UIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C 8d COMMON @ 6" O.C, SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIE INTERIOR ZONE 3d COMMON @ 6" O.C 8d COMMON @ 12" O,C. NOTE' 2 FOR PANEL FII GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C, 8d COMMON @ 4" O,C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. 1), For roof sheathing within 4 feet of the perimeter edge of the roof, i~cluding 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attaahrnents required shall be used, 2). Tabutatad 12 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0 49. For framing membem with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches 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 sha~l be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE SEE NOTES: 1, 3 ( BOTH FIELDS SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' EDGE ZONE Bd COMMON @ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE Bd COMMON @ 6" O,C 8d COMMON @ 12" O.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 corners, 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 D.42<G<, the nail spacings shall be reduced to 6 inches c.c. 3). For exterior panel siding, galvinized 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 5t8" 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. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJIN~ OR APPROVED UBP hlETAL CONNECTOR5 FOR Pf~OPEf~ WINED f~EBIBTANT CONSTRUCTION. FOLLOW MANUFADTUf~E'5 RECOhlMEN'DED INSTALLATION INSTRUCTION5 TO ACHIEVE ~"IA×IMUhl UPLIFT LOAD CAPACITY. 4" DIA. MAXIMUM 4" DIA. MAXIMUM POST/COLUMN 1-1/2" SPACE MINIMUM DECK/PORCN RAILING POST-TO-GIRDER/HEADER CONNECTION USE MIN (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS POET CONCRETE FOOTIN DECK POST FTC. CONNECTION LOCATION' USP NUMBER DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POBT/ BEAM ANCHOR APPLY TO EACH FOOTING HANDRAILS / BALUSTERS HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS BBALL NOT BE LEES THAN 1-1/4" NOR MORE THAN 2" IN POST RIM/DECK JOIST POST-TO-DECK CONNECTION f=OBT/COLUMN GIRDER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) REAMS IPAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER 3 EF~MS PAU66 OR WECB POST / BEAM ANCHOR APPLY TO EACH PIER CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ,~Tf~INGEt~ TO PECK/POISON CONNECTION USE MIN. (2) 1/2r' DIA. GALV BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4x4 SOLIID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN 6x6 SOLIID COLUMN PBS66 / PBSE86 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GIRDEf~/NE~,DER~ TO POBT/COL!.JI"IN CONNECTION FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FrRET CONTIN, PIECE OF SIDING BELOW 2 - 1/2" D~A. LAG BOLTS W/WASHERS CONNECTED TO BLRG @32" CC FLOOR FF',MING BLOCKING FOR LAG BOLTS Bx JOISTS DECK/PORCH LEDGER CONNECTION WOOD JOISl GIRDER/HEADER WOOD JOIS1 FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, IF ABLE, SEf FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING RETWEEN JOISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS UN~,IBTUF~EBED 5OIL LAY PLASTIC BASE DIRECTLY ON UNDISTURBED SOIL (ORGANICS REMOVED) LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS DIBTUf~ti~E[:::) / POOf~ 5OIL LAY 4-6" LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES' INSTRUCTIONS CONC. PIER FOOTING DECK & PORCH NOTES: ), UnlesB at herwis~lr~g material to be~~ treated lulmber. II fasteners, hangers and anchors to be galvimzed or stainless steel 1'~2), Girders for deck Jemts te be bolted ar anchored to each post or pier wi~h washers and nufs. Girders on concrete p~ers shall be anchored with proper sfeel sonnecters anchored Ilnto concrete with a minimum 1/2" die x ?" long anchor bolt with washers and nuts. )), Pasts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing, Jse a minimum 112" die x 7" long anchor bolt wPh washers and nuts, Footings Shall le 4 fb below grade, h A minimum of 10 inch flashing shall be installed between the building and redger. g with li2" die, bolts with washers and nuts 6), Concrete piers shall be a minimum 6" above grade, 7). All joists to be suppoBed w~th hangers and anchors. Each Jmst shall also be anchored to girder(e) 8), Use simpson hangers and anchors with Z-MAX [ripple protective coating or equal or a ny contact with ACC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROET WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHT TO TEMP. REQUIRED 45 LBS 120 B SEVERE 3 FT tt NONE NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO, PER TOE ~lLL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Sd COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: SILL OR TOP PLATE 3 - 16d COMMON EACH TOE BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL PER END BANDTQ JOIsTJOIST 3 - 16d COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP pLATE 2 - 16d COMMON FOOT TOE NAIL WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE F©LLOLUING APPF~-O~/ED LJEP hlETAL CONNEC, TOR5 FOR PROFFER UJIND F~-E~IETANT 4 GOOD CONETRUC,TION. FOLLOLU MANUFAC,TURE'5 I~ECOhlhlENDED INSTALLATION INETRLJCTION5 TO AC,HIEVE MAXIMUM LIPLIFT LOAD C,APACIT¥, SIDEWALL~ ENDWALL FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS · ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO I SIDE OF ALL CORNERS ON THE FLOORS TO EACH OTHER W/THREADED ROD, 2ND ADS5 HOLD DOWN BOTH BOT. PLATE Of 2ND FLOOR AND TOP · ANCHOR pLATES OF 1ST. FLOOR. CONNECT THROUGH KING STUDS CRIPPLE STUD HEADER JACK STUDS RAFTER~ RIDGE LEDGER RAFTER METAL STRAP RIM BOARD SILL PLATE(S) BTAPPING TO BE A~FACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH SP NUMBEF DESCRIPTION APPLICATION INSTALL 4'0" O.C, 4" - B" LSTA24 -1/4"x24" 20ga. STRAP AND JACK STUDS DN ALL OPENING~ INSTALL 4'0" O,C. 8" - 14" LSTAJ0 -l/4"x3B" 18ga. STRAP AND JACK STUDS IN ALL OPENING~ INSTALL 4'0" O,C. 14" - 16" LSTA36 I-1/4"x36" 18ga, STRAP AND JACK STUDS ON ALL OPENING~ 2ND FLOOR WALL [ LOCATION USP NUMBER ALL OPENINGS LSTA12 ~LL OPENINGS RT3 OR RT7 DESCRIPTION 1-114"x12" 20ga. STRAP TYDOWN ANCHOR 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBEF DESCRIPTION APPLICATION INSTALL 4'0" O.C 4" - 8" LSTA36 I-1/4'x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGE INSTALL 4'0" O C. 8" - 16" MSTA48 1-1/4"x48' 16ga, STRAP AND JACK STUDS DN ALL OPENING~ APPLICATION APPLY TO EACH JACK STUD APPLY TO EACH CRIPPLE STUD CRICKET AT TOP-SIDE CF IMNEY HEATHING ~SHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP 4 WALL FINISH AND ROOFING TO AVOID SOAKING ,, PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEl AND SO AS TO MAINTAIN AIR - GAP TO PREVENT CAPILLARY ACTION KEEP ROOFING NAILS OUT DF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES 51DE LUALL FLAENIN LOCATION USP NUMBER D.,SS,C, RIPTION APPLICATION RAFTER TOP PLATE WALLSTUD RAFTER TOP PLATE WALL STUD 4"-6 RAFTER TYP. CONC. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR KEYWAY FOOTING DRAI CONC. SLAB B MIL. POLY GRANULAR FILL lNG BAR J STEELCOLUMN CONC, SLAB -- COMPACT FILL CONC·FTG. TYPICAL CONC FOUNDATION APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x 12" CONC. FTG. CONC. BLAB 8X8 10/10 WWM COMPACT FILL DRAIN TILE P.T. PLATE TYPICAL CONC, MONOLITHIC FOUNDATION. REINFORCE WITH (2) fi4 REINFORCING BARS LOCATION AFTER/PLATE PLATENVALL BX6W.W,M. DESCRIPTION APPLICATION ,0-3,4"x,B,. OOWNANCHOR 21-1/8" x 20ga. TYDOWN ANCHOR EAcHCONNECTRAFTERTO JSPNUMBER RTIO RT20 ;P NUMBER DESCRIPTION APPLICATION tPLATES TO EACH STUB STUB PLATE ANCHOF CONNECT EACH RTl5 TYDOWN ANCHOR RAFTER TO PLATE SPTH4 CONNECT OVER DBL. SILL PLATE TERMITE SHIELD ~ SILL GASKET . ?' ~ ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BPS83) :OUNDATION ~/8~' DIA. ANCHOR BOLT ANCHOR BOLTCONNECTION ~UPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION t STORY 72" DC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" DC (CRAWL SPACE OR FOUNDATION} ~-2 STORIES 57" DC NALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE} RAFTER SIZE 2xE~2×8 2X10 DESCRIPTION APPLICATION 18ga SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 18ga SLOPE HANGER APPLY TO EACH RAFTER ! LEDGER USP NUMBER LS26 LS210 THROUGH-ROOF EXHAUST V~iNTS SELECTED AND CATED BY CONTRACTOR ~ VENTILATION CHANNEL AS REQUIRED F~AFTEF~ MAINTAIN VENTILATION 'CONTIN. SOFFIT / EXT PLYWOOD ~OFFITED RAVE ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED ALL OPENINGS SHALL SE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF Y~ INCH IN DIMENSION. ROOF VENTILATION / 5OFFITED EAYE DETAIL RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT PRE-MANUFACTURED KEEP SHEATHING MIN, 1-II2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF NEOPRENE GASKET ROOF JAC,K$ ~t V'ENT~, DETAIL WALL STUD BATHTUB-- EATH/ SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC ~. > '~/~ REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. AT END AND NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM SHEET METAL/30# FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CONC, BLOCK SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~EEAt'1 POC~KET ?1 ---DOOR FRAME GARAGE USE 2X8 FOR BLOCKOUT SLOPE NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SUBFLOOR ~ JOIST ~ STEEL BEAM PLATE (BOLTED TO BEAM) ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 112" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS EUE~FLOOF2 TYPIC.AL i~EAM DETAIL STEEL / E~OTTOM E~EARING SUBFLOOR JOIST PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS FLASHING LAPS ROOFING AT BOTTOM {OOFING LAPS FLASHING AT SIDES AND TOP ROOF JACK WOOD JOIST GIRDER/HEADER WOOD JOIST WOOD GIRDER WOOD JO BLOCKING WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING OR APF'f~O"/ED DSP METAL C, ONNEOTO~5 FOR PROPER [IJIND f~ESISTANT cONSTR~UCTION. FOLLOW MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUCTION5 TO AC~AIEYE MAXIMUM L~PLIFT LOAD CAPAOIT"r', WOOD JOIST-- 5T,,AIFR LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION KING STUDS CRIPPLE STUD HEADER JACK STUDS HANDRAILS / BALUSTERS 1-1/2" SPACE MINIMUM HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OP THE STAIRS, HANDGRIP PORT]ON OF ALL HANDRAILS SHALL NOT BE LESS THAN l-L/4" NOR NORE THAN 2" IN CROSS BECT]ONAL DIMENSION~ OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER ,D, ES,C,,RIPT]ON APPLICATION RAFTER TOP PLATE WALL STUD GIRDER/HEADER RAFTER TO PLATE/STUD CONNECTION LEDGEN TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS L~16"OC WZTH WASHENS TOP PLATE WALL STUD RAFTER RAFTER TO PLATE/STUD CONNECTION DECKIPO~CN F~AILIN~ CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA, BOLTS @LS"OC W~'H WASHERS FLASHING TUCKED UNDER )F SIDING AND LAPPED OVER FIRST CONT[N. PIECE OF SIDING BELOW SPLICED JOISTS OVER HEADER/GIRDER JOIST TOLOG ICAE DTIEOEN/H ER DER IUSP RNT '"0BEB I 00Eo; ;IPA~IcO""oR lOON NsA IT'O * EI "=O IS' I FLUSH JOISTS WITH HEADER/GIRDER WOOD JO157 LOCATION USP NUMBER DESCRIPTION APPLICATION PLATES TO EACH STUD STUD PLATE ANCHOr CONNECT EACH , LAG BOLTS W/WASHERS CONNECTED TO BLDG. @16" CC FLOOR FRAMING 2x JOISTS BLOCKING FOR IANGER LAG BOLTS RIM JOIST/BD, DECK/PORCH LEDGER CONNECTION GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE~ SET FtR JOISTS APROX, 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. SPLICED JOISTS OVER HEADER/GIRDER WOOD JO BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN IOIETS THAT ARE SPICED AND USE WITH BTiO %'DOWN ANCHOES GIRDER/HEADER POST/COLUMN LOCATION ;ONNECTION POST-TO-GIRDER/HEADER '~PPLY TO EACH COLUMN DOUBLEIx [MINIMUM) FOR HEADER OR BEAM UPLER NUT MINIMUM END DISTANCE HOLLOW COLUMN UPLTFT HEADER-TO-POST/STUD CONNECTION AP PLICAT[ON LOCATION USP NUMBEF 1-1/4"xl2"DESCRIPT[ON2Ega, STRAP APPLY TO EACH JACK STUD RIM/DECK JOIS'~ APPLY TO EACH CRIPPLE STUD POST-TO-DECK CONNECTION USE MIN. (R) 1/2" UfA. GALV. BOLTS WITH WASHERS AND NUTS GIRDERTHEADEF POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 1/B" DIA, GALV. BOLTS WT]H WASHERS AND NUTS ROD FOR STU GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCBZPTION APPLICATION (2) BEAMS PAU~I OR WE44 POST / BEAM ANCHOR ,APPLY TO EACH PIER $ BEAMS PAU66 OR WE66 POST / BEAM ANCHOR ,APPLY TO EACH PIER POST CONCRETE FOOTING FTC CONNECTION DECK POST L4~NCAp~OCS~ pAUuS~No?~EE~4 POSTD~SBCE~ IA~NcHoR APPLyATIoP~AC~HTIFOoNoT[NG 6XB POST PAUGB OR WEB6 ~OST / BEAM ANCHOR APPLY TO EACH FOOT NG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND BEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 4.5 LBS, 12B B SEVERE 3 FT. TO HEAVY MODERATE tl NONE DECK AND COVERED PORCH NOTES: 1) Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber All fasteners, hangers and anchors to be galvlnized or stainless steel, 2) Girders for deck joists to be bolted er anchored to each post or pier wdh washers and nuts. Girders on concrete piers shall be anchored with proper steel connecters ancBered ~to concrete with a minimum 1/2" die x 7" long anchor belt with washers and nuts, i), Pests supporting Birders shall be anchored tu a minimum 24"x24"xl 2" thick concrete footing Use a minimum fi2" die x 7" long anchor belt with washers and nuts, FootlnBs Shall be 3 fl, below grade, 4), Deck joists to have blocking at 8ro O C, 5), Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger Ledger fo be fastened to building with 1/2" dia. bolts with washers and nuts at 16" o.c 6), Concrete piers shall be a minimum 8" above grade 7) All jal~t~ to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. NAILING SCHEDULE ROOF SHEATHING: JOINT DESCRIPTION (~,~. Sp~I~-NG NOTES STRUOTURALPAHEL Bd ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 1B' WALL' 4-8d COMMON RAFTER CEILING JOIST 8'WALL' 3-Sd COMMON EACH TOE-NAiL TO TOP PLATE 10' WALL. 4~d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIS AB PER TABLE 3,4 EACH FACE TO RAFTER WFCM - SEC 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 NOTES JOINT DESCRIPTION QTY, SPACING TOP PLATE TO ! - fGd COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT f - 16d COMMON JOINTS FACE INTERSECTIONS ER, SIDE NAIL STUD TO ~- - 16d COMMON 24" FACE STUD CC. NA]L HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM I- lsd COMMON PER 2x4 STUD END PLATE TO STUD t - 1 §d COMMON PER 2x8 STUD NAIL BOTTOM PLATE TO; PER :LOOR JOIST, BAND JOIST ~ - 18d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY, SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDEF JOIST NAil BRIDGING 2 - §d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: ~- t6d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL LEDGER STRIP ]- tGd COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - Bd COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST ~ - 16d COMMON PER END TO JOIST JOIST NAIL PER BAND JOIST TO: 2 - 1Gd COMMOB FOOT TOE NAil SILL OR TOP PLATE