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Town of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 7/11/2012 7/11/2012 No: 35815 Date: Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building ADDITION/ALTERATION 315 Country Club Dr, Cutchogue, NY 11935, Sec/Block/Lot: 109.-3-2.28 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/11/2011 pursuant to which Building Permit No. 36330 dated 4/19/2011 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: Addition & Alterations to a Single Family Dwelling: Sunroom, Pergola, Deck, Master Bedroom, Baths, Laundry, Office, Hot Tub, Porch, Outdoor Shower & Storage Arm, as applied for. The certificate is issued to Harold, Peter & Erica (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/28/12 36330 1/23/12 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36330 Permission is hereby granted to: Harold, Peter & Erica 17 Pasadena Dr Date: 4/19/2011 Plainview, NY 11803 To: Addition & Alterations to a Single Family Dwelling; Sunroom, Pergola, Deck, Master Bedroom, Baths, Laundry, Office, Hot Tub, Porch, Outdoor Shower & Storage Area, as applied for. At premises located at: 315 Country Club Dr, Cutchogue, NY 11935 SCTM # 473889 Sec/Block/Lot # 109.-3-2.28 Pursuant to application dated To expire on 10/18/2012. Fees: 4/11120~11 and approved bythe Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $1,181.60 $50.00 $1,231.60 .FortuNe. 6 TOWN 017 a'OLir, OLO. BfJn'-I~WG DI~AR.TM~"I'~ TOWi~ IUU..L 765-1802 APPLICATION I~Oit C~R~uq ,CATI~ Olt ~CT ~e~'o~_ Tempornry~flc~__ . FinalCe~fi~: ~V/ (d~o~} Submi.e~l: $ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 roqer, riche~town southold.n¥.us BUILDINGDEPARTMENT TOWN OFSOUTHOLD CERTIFICATE OF ELECTRIClAL COMPLIANCE SITE LOCATION Issued To: Peter & Edca Harold Address: 315 Country Club Ddve City: Cutchogue St: NY Zip: 11935 3uilding Permit #: 36330 Section: 109 Block: 3 Lot: 2.2; WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Sontractor: DBA: Big Blue Electric License No: 35348-me SITE DETAILS Office Use Only Residential [~ Indoor ~ 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: Ceiling Fixtures [~ HID Fixtures [] Wall Fixtures ~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures [~ TVSS l-gas fire place 2-combo smoke/co detectors, 3-exhaust fans, 2-paddle fans, 1-wirlpool bath, 8 ARC fault circuit breakers, 1-self contained hot tub (gfl protected), 1-20000 KV generator with 200a transfer switch Notes: Inspector Signature: Date: Jan 23 2012 81-Cert Electdcol Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631 )765~ 1802 Fax (63 I) 765-9502 CERTIFICATION Date: Building Permit No. ,.~ (r~0 ...~-'_~/~ ~ (Ple~e prat) (Plebe prat) lead. I certify that the solder used in the water supply system contains less th. an 2/10 of 1% ure} Sworn to before me th~s ~ dayof~-.~~,~ , 20 Ic~ CONNIE D. BUNCH Notary Public, State of New York No, 01BU6185050 Qualified in Suffolk County Commission Expires Al~ri114. 2.___~/ Notary Public, ~Ll-~~tmty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .....-INSPECTION [,~']'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION ] FINAL [ ] FIRESAf..'~'INSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ] FIRERESlSTANTCOIA"rRUCllON [ ] FIRERESlSTANTI~NE'rRATtON REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F/OUNDATION 1ST [ ] ROUGH PLBG. / FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,' ~ 11' INSPECTI0N [ ] n~E ~..~STAm oom'muoTm~ [ DAT~/iNSPECTOR ~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ~lf~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE~..iCAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] F~E.EmTANT~ REMARKS: ] FIRE SAi--, I/' I~ ] FIRE RESISTANT FENETRATIOH ,/ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ,~]~OUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY INSULATION FINAL fiRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO~G~I) . [ ] ELECTRICAL (FINAL) REMARKS: ~~C~~~_~ DATE INSPECTOR.~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ~ PLBG. [ ] FOUNDATION 2ND ~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI~..~AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:__~_~ ~--,~<~~ ~ DATE ~ INSPECTOR ~~,/~ ,~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ~/~FIRE RESISTANT PENETRATION [ ] ELECTRICAL {ROUGH) [ ] ELECTRICAL {FINAL} REMARKS: DATE iNSPECTOR -/~,/~~-~-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 iNSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATIOH 2ND [ ] iNSULATION ~b~AING ! STRAPPING [ ~ FINAL ~4./FiREPLACE & CHIMNEY [ ] FIR/~ SAFETY INSPECTION ] RRE RF. SiSTAIR' CONSTRUCTION [ ~H~RE RESISTANT PENETRATION ] ELECTRiCAL (RO_U~H~)~ /n ~/~] ~LECTR~(FINAL) TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOIgD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the fbllowing, before applying? Board of Health 4 sets of Building Plans Planning Board approval Sm'vey Check Septic Form N.Y.S.D.E.C. ~ Trustees - Flood Permit Storm-Water Assessment Form Mail to: ~il~a Phnne: Building Inspector ?PLICATION FOR BUILDING PERMIT Date 4-~/ ,20~,\ INSTRUCTIONS detely filled itl by typewriter or itl 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 prernises or public streets or areas, and waterways. c. The work covered by this application may uot be commenced before issuance of Bailding 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 fbr 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 tile date of msuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affbcting tile properly have been enacted ~.the interim, the Buildiag Inspector may authorize, iii writing, tile extensioa of the permit f'or al/ addition six months. Thereafter, a new pemait shall be required. APPLICATION IS HEREBY MADE to the Building Department fbr tile issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suftblk County, New York. and other applicable Laws, Ordinances or Regulations, for'{he construction of buildings, additions, or alterations or lbr removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code. housiog code, and regulations, and to admit authorized inspectors on pren~ises and in building for necessary rasp e ct ions. //~...~ ~, ' (Si~znatm e~ ' of applicant dot' name, ~t a corpolation)' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Namc of owner of premises Et-,c~_ ,"-.c-. ~ ~e '~ %~'o \ ~ (As on the tax roi1 or latest deed) If' applicant is a corporation, signature of'duly authorized of'ricer (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 proposed work will be done: Co~,~¥,,t C~V~ House Number - Street ~ CountyTax Map No. 1000 Section ~ Oq Subdivision Hamlet Block 3 Lot °'~X:>) g) Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy o f proposed construction: a. Existing use and occupancy \ ~-¢_,....~.. b. Intended use and occupancy \ V-~._,,~,'U{ 3~ Nature of work (check which applicable): New Building Addition ~. Alteration Repair Removal Demolition Other Work Estimated Cost If dwelling, number of dwelling units If garage, number of cars '2_ Cer-~ }-,-,$-) Fee (Description) (To be paid on filing this application) Number ofdwelling units o13 each floor ~ % g- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size oflot: Front /q{,~ Rear \o~,o~' Rear Depth Depth ¢~J:+ zz0, I, o_ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO K, 13. Will lot be re-graded? ,g~'2S NO K Will excess fill be removed from premises? YES NO__ 14. Names of Owner of premises ~,- u5 ¢~ Addresst~Yco~M-,.l¢lob~c-r Phone No. NameofArchitect £~,$,.e,,~ -3,,.--,"~m I~,~c, Address Name of Contractor ~'~r'\c ~ c_.~ ~ > Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, £OOTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate tbundation plan and distances to property lines. 17. It' elevation at any point on property is at 10 feet or below, must provide topograpMcal data Oll survey. 18. Are there any coveuants and restrictions with respect to this property'? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Natne of individual signing contract) above named, Nola ~y Publle;"~ate of New York (S)He is the NO. 01BU618~;1~0 (Contractor, Agent, Corporate Officer, etc3 Ouai~ Commt~lon Explrell/~114, 2U~:r- of said owner or owners, and is duly authorized to peribrm or have perf6ri~,~:j the said work and to make and file this application; that all statements contained in this application are true to the best of l~is kn( wledge and belief; and that the work will be pedbnned in the manner set forth in the application filed therewith. Notary Public Signature of Applicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: 5.C.T.M. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A I~ 3 c~, ~ ~ STORM-WATEI~ GRADING, DRAINAGE AND EROSION CONTROL pLAN msm0t'sacra. ak,ca Lot f~K [,~,~=U BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCIlION ITEM# / WORKA,SSE,SSMENT I Yes No a, What is the Total Ama of the Project Parcels? I Will this Project Retain All Sform-Water Run-Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction) ~ ''~ 2_'~ ~ ~ ~ Generated by a Two (2') Inch Rainfall on Site? (This item will Icolude all run-off created by site b. What ls the Total Ama of Land Cleadng (S.F. I Ar.,~) cleadng and/or construction antMites as well as all and/or Ground Disturbance for the proposed I.':~o 5 rr '~- Site Impravements and the permanent creation of construction active? impervious surfaces.) (s.F.~.) 2 Does the Site Plan andlor Survey Show NI Propesed PROVIDE BRIEF PROJ-ECH' DF~CEI~HON (P,~,4e ~d~,,,~ ~ ~,~ Drainage Structures IndicaUng Size & Location? This Item shall Include all Proposed Grade Changes and ~' ¢ ~-~o~ --'~ 0 ~' ~- ~ ~, --) ,"~ ~' o ~ ~ Slopes Controlling Surface Water Flow. z c~4-~,-,~ ~, r-~ ~r- ~ V;~ ~.,. l Y- 3 OoestheSitePlanandlorSurveydescrihetheerosion r'~ and sediment control practices that will be used to control site erosion and storm watar discharges. This ¥~.~ ~ ~ ~,.~.~ ~-~.> ¥~ (~'6.~')c~ ~ ~ itemmustbemaintathedthroughouttheEntire Construction Pedod. ? ~ ~ ~5 ~ ~'~ o~ A_~ ~- 4 Will this Project Require any Land Filling, Grading or ~ ,~ '~.r ~ V c-. ~ ~"-,.._ )~.-- ,~ ^c, ~,. Excavation where lhera is a change tu the Natural ~_~ -, Existing Grade Involving more than 200 Cubic Yards __ of Matedal within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S F.) Square Feet of Ground Surface? -- 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC 8WPPP Requirements: or within One Hundred (100') feet of a Wetland or -- Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one (1) or more acres; including disturbances of less than o~e acm that 7 Will there be Site preparation on Existing Grade Slopes am part of a isrger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen (15) feet of Vertical Rise to r~ Ineluding Con elmction activin, es involvi~j soil disturbances of less than one (1) acre wflem One Hundred (100') of Hedzcotal Distance?~ the DEC has defl~mlned that a SPDES permit is required for stonm water discharges. SWPPP's Shall meeil the Minimum Requirements of tho SPDES General Pennit 8 Will Driveways, Parking Areas or other Imperious ter Storm Water Discharges from Consttuctloll activity. Permit No. GP-0-t0-OOt.) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shell be prepared pdor to the submlSal of the NOI, The NOI shall be into and/or in the direction of a Town right-of-way? -- (NOTE: ACh~Ma~(~) arld~.,,t~r.[~. ~e~3Ques~l~llaRequtmdfo~ac~nel~e,~) ~omry I"u~#c, State of New Yo~k STATE OF NEW YORK, No. 01BU61850~0 COUNTY OF ........................................... SS ~ ~ual/fl~ ~n 8ult~ ~nty -~ ,-. That I ................................................................................. being duly swom, deposes and says that he/she is the applicant for Permit, And that he/she is the Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statement~ contained in lids application are true to the best of his knowledge and belief; and that the work will be performed in the manner set fo~.h in the application filed herewith. Sworn to before me this; FORM - 06/10 Toxxn 1 laH Annex !~37,5 Main Road ILO. 1½ox 1179 Southold, N Y 115171-09.59 Telcl)honc (631) 763-180~2 · ....Fax (631) 7d503(}2 ro.qer, nehert{w, town.soutl~old, nV. us BI III,I)ING 1)EI~ARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Date: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: b-/6 ~ 7qq- 3~'~7 Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ¢ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: ~NO YES / NO Temp Information (If neededl *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 *New Service: Re-connect Additional Information: Final Other Overhead Underground Number of Meters Change of Service P,,,~M. ENT DUE WlTtH APPLICATION · ,C~..~ ~?,, 82-Request for Inspection Form COUNTRY CLUB ESTATES Property. Owners Association .Mr. and Mrs. Peter Harold Country Club Drive Cutchogue, NY 11935 March 28. 2011 Dear Ericka and Peter, This letter affirms that the Country Club Estate Property Owners Association overseers did review and approve the plans for your renovations at the above location designated on the site map as Lot 7. Also your dues for the 2011 year have been paid to the Property Owners Association. _ Barry Grimm President Post Office Box 1092 * Cutchogue * New York * 11935 BUILDING PERMIT EXAMINER CHECKLIST SCTM# 1000-- [o?__ ~ __ ~[, ~¥ Subdivision: Property Address: 3]5 ~ ~c~'~City: Building Permits (open/Expired): Bp__ -Z / O0 Z- , Info: BP~-Z / C/0 Z- , Info: BP -Z / C/0 Z-__~ ~fo: Single & Separate Search Required? Y ~Determination: ~Q. Lot Size: ~ 0 ~ ACT. Lot Size: ~Q. Front ACT. Front ~Q Side ACT. Side *DateSubmitted: Owner: Estimated Cost: Zone: /~-~.Conforming? BP -Z / C/0 Z- , Info: BP__-Z / C/0 Z- . Info: .. REQ. Lot Cov. __ REQ. Rear__ ACT. Lot Cov. PROP. Rear REQ. Height ACT. Height R~t~. 2~oz~ Stbff. S . A ~T P~ject Descriot'o,:. ~ ~~~ Waterfront? Y o~(~ ~~0 O~ If yes, water body: ~ ' ~Panelg ~ Flood Zone: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y oi~}- If yes, *Bed#: __*Date: / / *Permit#: - If no, certification required: Y or N Received: Y or N By: NYS DEC: rue-Decg/uTS Y o~ Date: / / Permit #: Southold Trustees: Y o~ Date: __/__ __ Permit #: Southold ZBA: Y o~..~ Date: /__/__ Permit #: Southold Planning: Y o~__~ Date: / Permit #: Town Landmark C of A: Y o~DTE: / Town Septic: Y or N or NJ Letter - Notes: or NJ Letter - Notes: - Notes: - Notes: *NYS CODE Compliance (page 2)'~/~r N Fee Structure: Foundation: SF First Floor: o~SF Second Floor: ~ SF Other: SF Total: SF Calculation: + Initial Fee: $ + Addition~d Fee ( ): $ SF X $ -$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ ~-00, Oo II 71. NEW YORK STATE CODE COMPLIANCE CHECK.LIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Grounlt Snow Load: gO .. Wind Speed~ 120MPH Selsmlc Design Category." B . Weathering: Severe -Frost Depth: 36" Termite: M~H' Decay: Design Temp: 11 Ice Shield Underlay: ~ . Flood Hazards: USE/OCCUPANCY CLASSIFICATION: · HEIGI~IT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN C1L1TERIA: ENGINEERED/pREscRIPTIVE FULL FRA_M~G DESIGN ELEMENTS: Y/N (9 HEADERS: YfN WALL sTUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YfN LU1M[BER SPECIES AND GRADE: Y/N GI1LDERS: Y/N ROOF ~ERS: Y/N WINDOW AND DOOR SCHEDULE: ~/51 -MISSLE TEST ILEQUIREMENT '.~Y~N EGRESS 5.'7 S.F.: Y/N LIGHT 8%: ¥/N VENT 4%: YFN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING R1SER DIAGILAM:~}N LOCATION OF F[ILE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y~N ENERGY CALCS '& TOTAL COMPLIENCE?~/N (RETURN TO PAGE ONE) PAGE:DESCRIPTION: 0 SITE PLAN TABLE OF CONTENTS 1 FRONT ELEVATION RIGHT ELEVATION 2 REAR ELEVATION LEFT ELEVATION 3 FOUNDATION PLAN 4 FLOOR PLAN 4a ELECTRICAL PLAN 5 ROOF PLAN ERROSION CONTROL 6 SECTION A-A SECTION B-B DEBRI-PROTECTION ENERGY COMPLIANCE 7 CONSTRUCTION DETAILS 8 CONSTRUCTION DETAILS 9 CONSTRUCTION DETAILS 10 CONSTRUCTION NOTES OCCUPANCY OR L!SE IS UNLAWFUL WITHOUT CERTIFICATE Or OCCUPANCY PLUMBER ORR TIHCA TtON ON LEAD CONTENT BEFORE C E R TIFICA TE OF OCCUPAN'CY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEPD 2/10 OF I% LEAD. PLUMBING TESl~N6 BEFORE ~?PROVEOASNOTED ~, ~¥ BUILDING DEPARTMENT AT Y~: '~02 5 AM TO 4 PM FOR THE F ~ ,~ LCW~NG INSPECTIONS: ~ = OUNDATION - ~ REQUI~D ~ OR ~URED CO~RE~ FINAL - CONS~TI~ & ALL C~ ~ ~t ~ REQUIREME~$ ~ ~ ~8 ~ ~' YORK ~A~ DESI~ ~ ~ ~ COMPLY ~NITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOLr~IO~D TOWN ZBA SOUTHO~D TOWN PLANNING BOARD SOU~OLD TOWN TRUSTEES __ N.Y.B, DEC 50.600 O5 42.400' 35.900' 35.900' CERTIFICATION OF NAILING & CONNECTIX)NS REQUIRE[:)- RETAIN STORMWATER RUNOFF PURSUANT TO CHApIER2g6 OFTHETOWNCOD~ ELECTRICAL INSPECTION REQUIRED S 79°55'10'' E 171.500' COUNTRY CLUB DRIVE DESCRIPTION SQ FT LOT COVERAGE PROPER1~z 472757 SQ FT EXISTING HOUSE 27284SQ ~ 58% EXISTING PORCHES 720 SQ ~ 02% PROPOSED ADE)ITIONS 10510 SQ. F[ 22% PORCHAD,DITION 1160 SQ. ~ 02% 7OTAL 39674% 84% SITE PLAN SCALE: 1" = 20' M D H (631) 298-2250 michael@mchdesignservices.com Z 0 DRAWN BY: MH April 06, 2011 SCALE: 1/4"= 1'-0" FRONT ELEVATION SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4": 1'-0" M D H www.mchdesionservices.cgm )hone: (631) 298-2250 m~chael@mchdesignserv~ces,com Z C) DRAWN BY: MH April 06, 2011 SCALE: 1/4": 1'-0" SHEET NO: REAR ELEVATION SCALE: 1/4": 1'-0" LEFT ELEVATION SCALE: 1/4"= 1'-0" nn n ~4 C H phone: (631) 298-2250 e-mail: m~chael@mchdesignservtces.com Z 0 DRAWN BY: MH April 06, 2011 ;CALE: 1/4" = 1'-0" SHEET NO: 26'-51//' 35'-5" 15'-2" 11'-1" DRAIN CONC SLAB 2BI7 10'-2Y/ 2817 10'-2'/~" TO MATCH ' 9'-6'/2" I ,s REBAR @12"OC I ANDATFTG ~,'P) L L EXPAND PORCH 6'-10" 11'-61/,'' 18'M 1/4" 2817 · - .... 14XM CONC PIER REINFORCED V~I1H (3} ~5 REBAR ew "'J,--' 10'-6" 9'-6 Y2' 1 O'-1" 'I FOUNDATION PLAN SCALE: 1/4"= 1LO'' VERI~Y FOUNDATION HEIGHTS IN FIELD PRIOR TO POURING CONCRETE TOP OF FINISHED FLOORS TO MATCH EXISTING 2 ALL NEW CONCRETE WALLS TO TIE IN TO EXISTING WITH #5 REBAR AT 12"OC AND AT FOOTING 3 FOOTING TO BE 16" WIDE X 8" DEEP POURED CONCRETe, BOOOps~, REINFORCED WITH (2) #5 REBAR, 2X4 KEYWAy FOOTING TO REST ON UNDISTURBED OR COMPACTED SOIL 3' BELOW GRADE (MIN) 4 8" THICK CONCRETE WALL, DAMPPROOFED EXTERIOR CRAWL SPACE DA,MPPROOF EXTERIOR PER NYS CODE S POUR MINIMUM 2" CONCREI~ SLAB FOR CRAWL SPACE 6 PROVIDE (1) 36" WIDE X 24" DEEP ACCESS OPENING AT E~CH ADDITION 7 ANCHOR BOLTS TO BE 5/B" DA, MINIMUM 7" EMBEDMEN1, WITH 3X3 SQUARE WA5HERS AND NUTS INSTALL BOLTS AT 48" OC AND WITHIN 1 FOOT OF ALL CORNERS AND SPLICES PROVIDE FOAM SILL SEAL AND COP~R TEX (OR EQUAL) TERMITE SHIELD AROUND PERIMETEf~ OF NEW WALLS 2X6 ACQ SILL PLATE TO BE INSTALLED OVER TERMITE SHIELD 9DOUBLE UP FLOORJOISY5 UNDER NEW PARALLEL WALLS ABOVE VERIFY FP, J~qlNG FOR FIRE PLACE HEARTHS (FLUSH OR RAISED} AND ADJUST FRAMING AS NECESSARY 10 SMOKE AND Co DETECTORS TO BE ADDED / INSTALLED PER CODE M R H phone: (631) 298-2250 e-mall: m~chael~mchde~i§nser~ices.com Z O DRAWN BY: MH April 06, 2011 SHEET NO: 85'-6" BUSY:'' 5TC.)I~G E SHED CATHEDRAL CLG 4,_8~,5,, % % ~/vT301 TVV3042 EXISTING GARAGE EX OPNG 26'-5Y~" 6'-3" 6'-3" 4'-7W (2) 2X8 COLLAR TI[ 35'-5" FUTURE POOL 24'X24~ SUN ROOM 21'-2" (2) 2x8 COLOR TiE 3'-10" 2) ?X6 DF# HEADER EXISTING STAIRS 13,3 7'-OY2" ~ 3u3'A'' ' EXISTING MUDROOM [! EXISTING DINING ROOM 9,_6~/~', 10'-6" (2) 2xto GIRDER EXISTING KITCHEN DHP41052 REP LACF ~X OPNG EXISTING LIVING ROOM EXISTING ENTRY<, REP PNG 1/2 3/OH/2X6/8 ENTRY 15'-2" MASTER BEDROOM TRAY CEILINC~ T-OW 3 ~ 29u6'/~'' ~x~ POiNt ~ WALKqN CLOSET NEW ATTIC ,11 ~,~ ~./ LNDRY ~ /,~o~ DRA,N --~ CbOPEN OFFICE EXISTING BEDROOM No 1 0 (ALTERED) EXISTING BEDROOM No 2 lO 1 SUBFLOOR OVER FLOORJOISTS TO BE 3/4" T6¢3 FINISHED FLOORINCl PER OWNER 2 NEW EXTER[OR WALL FRAMING TO BE 2X4 DF#2 STUD WALL AT 16"OC WITH SHOE PLATE AND DOUBLE TOP PLATE C~PICAL} E)CrERIOR TO BE SHEATHED WITH 1/2~ CDX SHEA~ING SIDING AND UNDERLAYMENT PER OWNER PROVIDE 1/2" THICK DRYVVALL AT NEW WALLS AND CEILING BATHS TO BE MOISTURE RESISTANT SHOWERS TO BE DUROCK CEMENT BOARD OR EQUAL I I M H phone: (631) 298-2250 e-mail: mich ael@mchdesig nse rvices.com Z 0 DRAWN BY: MH ~,pril 06, 2011 SCALE: 1/4" = 1'-0' % AS REQUIRED PER MANUFATLJRER / ~ / ..... /--;/-/- ................... , EXISTIN GE ~.~ ~ISTING ~IVING ROOM ~ L,~-~ EXISTIN~ KITCHEN [~ 4 EXISTING ENTRY' ~ r~ , ~i // .. Ii ' EXISTING MUDROOM'[I phone. (631) 298-2250 Z 0 DRAWN BY: MH April 06, 2011 SCALE: 1/4" = 1'-0" SHEET NO: ../ //] : ~' . ./ J OGEE GuI-rER - STANDARD 5" NOTES' 1) EXECUTION' A), DO Nor BEGIN I RSTALLAITON UNTIL SUESI~RATES HAVE BEEN PROPERLY PREPARED. 2), PREPARATION: A), CLEAN SURFACE THOROUGHEY PRIOR TO INSTALLATION, B), PREPARE SURFACES USING MEI~ODS RECOMMENDED BY T~E MANUFACTURE FOR ACHIEV]NG 'file BEST RESULTS FOR THE SUBSTRA~ UNDER 1}lE PROJECT CONDEf]ONS, C) PAINT CONCESLED MST/tJ- SI~RFACES AND SIJRFACES IN CONTACT wErH DISSIMILAR METALS W]TH PROTECTIVE BACKING PA[NT 3, INSTALLA1]O~, A) PERFORM WORK IN ~:CORDANCE W~rH C[~A HANDBOOK AND THE DRAWINGS 1) GU~I~:R TO BE PITCHED TOWARDS EEADER 1~ TO 2" FOR EVERY 40' OF RUN. 2), SHEET METAL lOIN LE~S WITH WATERTIGNT JOINTS, a), COPPER ! LEAD, FL~SH AND SOLDER G Lq3'ERS TO DOWNSPOUTS ACCESSORIES. B) ALUMINUM: R~ET AND CAULK W]TH A BUTYL SEALANT SLIP ]OINT CONNECTORS, 3), CONNECT DOWNSPOUTS TO ErORM SEWER SYSTEM AS INDICATED. SEAL CONNECTfON WA~RT]GHT 4). PRO~-CT[ON ' A). F~OllECT INSTALLED ~OD(ICI~ UNTR_ CO~PLETfON OF PROJECT. B), TOUCH-UP~ REPA]R OR REPLACE D/~IAGED PRODUCTS BEFORE SUBSTANTIAL COMPLET[ON. LIS TO BE 10' MIN. AWAWAY FROM HOUSE EX CHIMNEY TOTAL ROOF ARE& 4216 2 SO. FT AT 1OO% WA~I-R RUNOFF A,T 2" RAIN PER HOUR ?04 CU FT REO`UIRED DRY~VELLS PER CODE ( REMOVE AND REPlY,CF PORCH ROOF ROOF PLAN SCALE: 1/4" = 1'-0" NEW SOFFIT HEIGHTS TO MATCH EXISfqNG ADJUSTAS REQUIRED DURING CONSTRUCTION N1 r, H phone: (631) 298-2250 Z 0 DRAWN BY: MH April 06, 2011 SCALE: 1/4" = 1'-0" SHEET NO: 4,, / /ll!i'/' ;/ i,' ,/,'~' h.*( /" ;' ,//' WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERM! I I ED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH A'I-FACHMENT HARDWARE PROVIDED. (REFER TO SEU !ON 1609.1.4, 1609.65 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBS I ! I UTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUI-fERS MUST BE MARKED FOR WHAT OPENING 1T IS TO COVER. HARDWARE MUST ACCOMPANY SHUI-rERS FOR INSTALLATION. Compliance Certificate 16"X8" CONE FFG (2) #5 REBAR 24"X24"X12" CONE FTC REINFORCED WITH (3) #5 REBAR EACH WAY i 1/4 (2) 2X10 GIRDER FOU N DATJO N PAD PER MFGR INSTRUCTIONS (2) 1 3/4X14 ML RIDGE 36"X36"X12" CONC FTG REINFORCED w/ #5 REB^R EACH WAY SECTION A-A SCALE: 1/4" = 1'-0" SECTION B-B SCALE: 1/4"= 1'-0" SLOPE" 1/4" PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T.S. @ 16"0C POST PAVERS 14"X14" CONE PIER 24"X24"X12" CONC FTG REINFORCED w/ (3) #5 REBAR EACH WAY 8" PC WALE DAMPPROOF 16"X8" CONC FTG (2) #5 REBAR .%uc~[T-.~-~ TO APROVED TRAP SEPTIC SYSTEM i rvi phone' (631}298-2250 e-mad: mlchael@md3desig nservices.com Z O DRAWN BY: MH April 06, 2011 SCALE: 1/4" = 1'-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS [JSE THE FOLLOWING APPROVED LiSP METAL CONNECTOf~5 FOt~ PROPER WIND f~ESISTANT 4 GOOD CONSTRUCTION. FOLLO~U MANUFACTURE'S RECOMMENDED INSTALLATION INSTf~UCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SIDEWALL~ ENDWALL FLOOR USP NUMBER 1ST. ADS5 2ND ADS5 DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH BDT PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST. FLOOR CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD KING STUDS CRIPPLE STUD HEADER JACK STUDS LOCATION USP NUMBER ALL OPENINGS LSTA12 ALL OPENINGS RT3 OR RT7 DESCRIPTION APPLICATION APPLY TO EACH JACK STUD 1-1/4"X12"TYDOWN20ga.ANCHoRSTRAP APPLY TO EACH CRIPPLE STUD LEDGER R~'T£R ~AFTER SIZE USP NUMBER, DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER 2X10 LS210 18ga SLOPE HANGER APPLY TO EACH RAFTER / LEDGER WALL STUD BO~FOM PLATE BATHTUB DOUBLE JOIST -- BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING P~RALLEL WITH THE FLOOR JOIST DIRECTION WITH (2} JOISTS UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING ~24"OC WALL STUD METAL STRAP RiM BOARD SILL PLATE(S) FOUNDATION STAPPING TO BE ATTACHED TO WALL STUDS ~4g"OC AND ALL WINDOW/DOOR OPENING JACK STUDS =LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O C 4" - 8" LSTA24 1-1/4"x24" 20g AND JACK STUDS 3N ALL OPENINGE INSTALL 4'0" O C 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS 3N ALL OPENINGE 14" - 16" LSTA36 CRICKET AT TOP-SIDE OF WALL SHEATHING SIDEWALL FLASHING FINISR WALL AND MOISTURE SARRIER TO EAP FLASHING AT WALL -- MAINTAIN SAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT RAFTER TOP PLATE WALL STUD T~FEoROUGR-ROOF EXHAUST VENTS SELECTED AND FATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIBED VENTILATION BLOCKING 2x4 LEDGER ROFFZT JOIST BLOCKING WOOD GIRDER iNSTALL 4'0" O C 1-1/4"x36" 1~ AND JACK STUDS 3N ALL OPENINGE 2ND. FLOOR WALL 1ST FLOOR WALL STAPPING TO SE ATTACHED TO WALL STUDS ~4g"OC AND ALL WINDOW/BOOR OPENING JACK STUDS FLOOR JOIST DEPTH ISP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O C. 4" - 8" LSTA36 1-1/4"x36' 18ga STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" 8" - 16" MSTA48 1-1/4"x48' 16ga. STRAP AND JACK STUDS ON ALL OPENINGS TYP CONC FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR KEYWAY FOOTING DRAIN TILE -- CONE. SLAB 6 MIL. POLY GRANULAR FILL ~REINFORCING BAR TYPIFAL CONE. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING STEELCOLUMN CONE. SLAB COMPACT FILL CONC, FTG. FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR PREVENT CAPILLARY ACTION KEEP ROOFING NAILS OUT OF 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 FL, ,SHING HIM 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONE. FTG LOCATION USP NUMBER DESCRIPTION APPLICATION ~ EACH RAFTEE 4" - 6" RAFTER RTl0 10-3/4" x 18ga. TYDOWN ANCHOP CONNECT TO · - 12" RAFTER'' EACH RAFTER RT20 21-1/8 x 20ga. TYDOWN ANCHOE CONNECT TO RAFTER TOP PLATE WALL STUD LOCATION USP NUMBE~ DESCRIPTION APPLICATION CONNECT EACH ~AFTER/~LATE RTl 5 TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL SILL PLATE TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) FOUNDATION 5/8· DIA. ANCHOR BOLT! ANCHORBOLTCONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" DC (CRAVVL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" DC (CRAWL SPACE OR FOUNDATION) WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" DC (SLAB-ON-GRADE) OPENINGS 0r IA INCH IN DIMENSION. E>OFFITED EAV'E ROOF VENTILATION / 5OFFITEE> EAVE DETAIL NEOPRENE GASKET ROOF JACK ROOFING LAPS FLASHING AT SIDES AND TOP RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF WOOD JOIST GIRDER/HEADER WOOD JOIST FLASHING LAPS ROOFING AT BOTTOM PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS CONE SLAB 6X6 10/10 VWVM COMPACT FILL DRAIN TI~ TYPICAL CONE. MONOLTTHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS 6X8 P T. PLATE RE,NFORC,N BAR THICKEN SLA~S 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 / 30e FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CONE. BLOCK SRIMS TO LEVEL BEAM 3"MINIMUM BEARING SURFACE FOR WOOD BEAM BEAM POCKET ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ROOF JACK5 4" E~L~,t~ ~ ~l "/ENT5 DETAIL ---DOOR FRAME USE 2X$ FOR BLOCHOUT ~LOPE GARAGE DOOR BLOCKOUT TO ALLOW FOR SHRINKAGE ~ REDUCE BUMP OUTS /~xT/L~Ic~'To~TiNLJOUSUJOOi~PL,~TE TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING SUBFLOOR JOIST STEEL BEAM NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW EOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 5UBFLOOR JOIST STEEL BEAM PLATE(BOLTED TO BEAM) M r, H phone' (631) 298-2250 Z O rTl DRAWN BY: MH April 06, 2011 SCALE: 1/4" = 1'-0" SHEET NO: JOIST DETAILS BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEARING AT WALL WINDOW HEADER BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL BEARING AT COLUMN CONNECTION OF MULTIPLE PIECES OF TOP~OADED~I BEAMS {1) 1~/4" Width Pieces: FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES INSTALLATION TIPS INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE ALLOWABLE HOLES - TJI Joists ~ Tab e A - End ~uppo~ ,-~'~ ~ ~.or ROUND HOLE SiZE S¢ LIARE OR RECTANGULAR HOLE SIZE WEe ST;FFENER ATTACHMENT 2-~/4" maximum able B - Intermediate or Cantilever Support DEF~H TJi ROUND HOLE SiZE SQ IARE OR RECTANGULAR HOLE SIZE ~ ~:,t, TJI JOIST ATTACHMENT at BEARING TJI Joist to Bearing Hate Squash Blocks to TJI Joist {Lead Rim to TJI Joist BEAM A~ACHMENT at BEARING WARNING This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. phone: (631) 298-2250 michaelL~mchdesignserv~ces.com Z © N DRAWN BY: NH April 06, 2011 SCALE: 1/4"= 1'-0l' SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U6E THE FOLLOWING OR A'PPf~OVE[~ U6P METAL CONNECTOR6 FOf~ PROPER WINE) RE616TANT CON6TRU(~TION. FOLLOW MANUFA(DTURE'6 RECOMMENE)E~ IN6TALLATION IN~TRU(;TION6 TO /",C. HIEVE MAXIMUM UPLIFT LOAD ~,TAIR RAFTER -- RIDGE RIDGE-TO-RAFTER CONNECTION LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECI~D TO BLDG. USING 1/2" DIA. BOLTS @16"OC W[TH WASHERS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION I-1/2" SPACE MINIMUM HANDRAIL CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MOPE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ROOF LSTA24 1-1/4 x24 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER, 10-3/4" DESCRIPTION APPLICATION 8" - 12" RAFTER CONNECT TO 4" - 6" RAFTER RTIO x 18ga, TYDOWN ANCHOR EACH RAFTER x 20ga. TYDOWN ANCHOR EACH RAFTER RT20 121-1/B" CONNECT TO JOIST USP NUMBER DESCRIPTION APPLICATION LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER TOP PLATE WALLSTUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE CONNECT OVER PLAICE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DECK/PORCH RAILING CEILING JOIST TO BLDG. CONNECTION GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER LOCATION USP NUMBER DESCRIPllON APPLICATION JOIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH ]OISl' WOOD JOIST GIRDEPJHEADER WOOD JOIS3 GIRDER/HEADER FLUSH JOISTS WITH HEADER/GIRDER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATIO. USPNU"BEB APPUC* ON ALL OPENINGS LSTA12 1-1/4 x12 20ga. STRAP APPLY TO EACH .lACK STUD ~,LL OPENINGS RT3 OR R37 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUB POST RAFTER SiZE 2x6-2x8 2X10 LOCAIION USP NUMBER DESCRIPTION APPLICATION 4x4 SOLID COLURI~ PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN i POST CAP ANCHOR APPLY TO EACH COLUMN 6x6HOLLowSOL[DcoLuMNCOLUMI~ PBS66SiMPSON / PBSE65sTRRl/2 / KC6~ H .C. ANCHOR APPLY TO EACH COLU MN RIM/DECK JOiSt: COUPLER NUT POST-TO-DECK CONNECTION LEDGER TO BE CONNECTED TO BLDG· USING 1/2" DIA. BOLTS ~16"OC WTfH WASHERS FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @16 DC FLOOR FRAMING BLOCKING FOR LAG BOLTS RIM JOIST/ 2X JOISTS ALL ]OISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR ]OISTS APEOX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINRAGE SPLICED JOISTS OVER HEADER/GIRDER ROD FORSTU DOUBLE2x (MINIMUM) FOR HEADER OR BEAM USE MIN. (2) 1/2" DIA. GALV. BOLTS WTrH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION DECK/PORCH LEDGER CONNECTION BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WTTH RTIO TYDOWN ANCHORS MINIMUM END DISTANCE USE MIN. (2) 1/2" DIA. GALV. BOLTS WTFH WASHERS AND NUTS GIRDER S1EAUURING PLATE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRI/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS; PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH PIER ; PAU,~I OR WE44 APPLY TO EACH PIER (3) BEAMS POST / BEAM ANCHOR POST DECK POST FTG. CONNECTION CONCRETE FOOTING LOCATION USP NUMBER POST / BEAM ANCHOR 6X6 POST DESCP-]PTION APPLICATION 4X4 POST PAU44 OR WE44 ANCHOR APPLY TO EACH FOOTING PAU66 OR WE66 POST / BEAM APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. t20 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - DECK AND COVERED PORCH NOTES: t), Unless otherwise noted, all framing material to be//1 ACQ pressure treated lumber All fasteners, hangers and anchors to be galvlnized or stainless steeJ 2) Girders for deck joists to be belted or anchored to each post or pier with washers and nuts. G)rders on concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2" d)a x 7" long anchor bolt with washers and nuts 3). Posts supporting girders shall be anchored to a minimum 24"x24'xl 2" thick concrete footing Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts· Footings Shall be 3 ft. below grade. 4). Deck jo~sts to have blocking at 8'0 o c. 5). Flashing shall be )nstaRed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to buildmg with 1/2' d)a· belts with washers and nuts at 16" D.C. , Concrete piers shall be a minimum 6" above grade Each Joist shall also be anchored to girder(s) ,. Covered Roofs shall be assembled and anchored the same manner as a typical budding , Ail metal connections and fasteners m d~rect contacl w~th ACO shall have the proper from the manufacture NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL PANEL 8d WFCM - SBC · AS PER TABLE 3 8 ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY SPACING RAFTER TO 8' WALL 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL' 4-8d COMMOh RAFTER CEILING JOIST 8' WALL. 3-8d COMMON EACH TO TOP PLATE 10' WALL. 4-8d COMMOh JOIST TOE-NAIL 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 EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING TOP PLATE TO PER 2 - 16d COMMON FACE NAIL TOP PLATE FOOT TOP PLATES AT JOINTS FACE 4 - 16d COMMON INTERSECTIONS EA· SiDE NAIL STUD TO 24" FACE 2 - 16d COMMON STUD O·C. NAIL HEADER TO 16' O.C FACE HEADER 16d COMMON ALONG EDGES NAtL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER gx6 STUD NAIL BOTTOM PLATE TO PER FLOOR JOIST, BAND JOIST 2 o 16d COMMON FACE NAiL END JOIST OR BLOCKING FOOT DECK FRAMING: NAIL NAIL JOINT DESCRIPTION NOTES QTY. SPACING JOIST TO: PER TOE 4 - 8d COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE 3 - 16d COMMON TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE 3 - 8d COMMON TO BEAM JOIST NAIL PER OE~IL BANDTo JOIsTJOIST 3 - 16d COMMON JOIST PER BAND JOIST TO' 2 - 16d COMMON FOOT T SILL OR TOP PLATE M C H phone: (631) 298-2250 Z © DRAWN BY: MH April 06, 2011 SCALE: 1/4" = 1'-0" SHEET NO: ENEf L NOTE5 CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing detads. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance w~th current New York State budding 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 ensudng 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 ~f 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 responsibihty 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 warrant~es for a specific use expressed or ~mphed ~n the use of these plans. 5) Refer to the W~ndow and Door schedule for exterior openings. 6). The General Contractor ~s to ensure that masonry or prefabractad fireplaces meets or exceeds manufacture's specr~cetions and apphcable codes. 7). The General Contractor ~s to consult with the owner for all budt-in Items such as bookcases, shelving, pantry, closets, fores, etc 8). Wind load requirements shal[ be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, detads and notes to determine intended heights of finished floor(s) above typical grade. ~. All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) . Provide 1/2" expansion joint material between concrete slabs and abutting mcrete or masonry walls occudng in exterior or unheated intedor areas. ~.). Any new concrete wails being attached to existing concrete structure shall 0e installed with ~ re-bar, 18" long at 12" o.c.. Use approved epoxy for ~nstallation. all slabs on grade to be 3500 p.s.~_ Concrete to be gravel fill with 6x6 wire mesh reinforcing. Interior slabs [o be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with ~" maximum lifts (layers). 3). Crawl spaces to be provided w~th a minimum 18"x24" access opening. Install one ~xl 6 cast iron foundation vent for every 150 sq. ft. of area. 7}. Dampproof exterior of foundation with bituminous coating as per iN.Y.S Residential Construction Code. A 6-mil polyethylene film shall be applied over the below grade porbon of exterior walls prior fo backfilling. 8). Drainage as per town and N.Y.S. Residential Construction Code FRAMING NOTES 1). All framing techmques and methods as prescriptive design of current SBC High W~nd Edition Wood Framing Construcben Manual 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floom, walls, ceilings and raftem to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir Beadng wall headers to have (2) jack studs and (2) full length studs on each side of all opemngs. LVL headers to have (3) jack studs and (2) full length studs on each s~de of opemngs Beadng 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 galwmzed hangers and anchors where apphcable to all connecting Jo~sts. 6). Double up floor jo~sts under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic hie ~nstalled shall be vedfied for proper load capacity unless noted on plans. Prowde blockmg/bridging in floor joists at 8'0 o c.. Use solid blocking in floor joists walls. 8)· Provide ~nsulat~on baffles at eave vents between rafters Install draft blocking as needed 9)· Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir CDX extenor sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantach plywood subfioor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfioor as per manufacture's instructions. ). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and :eilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building have regular 1/2" sheetrock. All walls to be taped and finished. 12). 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 lorch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3e 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 ~n accordance to table 3.4. /Vhen a collar fie is used in leu of a ridge strap, the number of I Od common nails required n each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. . RAFTER-TO-WALL ASSEMBLY: .ataral 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 waft top plate shall be attached to the to the wall stud w~th 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 uphft 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 boltom plate with uplift connectors. Steel straps shall have a m~nimum embedment of 7 inches in concrete foundahon and slab-on-grade, 15 roches 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 corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS· Type I extenor shear walls with a minimum of 7/10 inch wood structural panel on the extenor attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c in the field shall be in accordance with the length requirements specified in table 3.15a-b 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements 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 ~ncreased when interior shearwalls are used. Sheathing and connections shall be in accordance w~th 2.4.4 2 and 2.2.4 respectively. §). CONNECTIONS AROUND EXTERIOR WALL OPENINGS. Header and/or girder connections shali be attached with uplift connections m accordance with table 3.5. Window sdl 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 shalll e~ther 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 buildmg. Connections to the ddge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber ~.11 fasteners, hangers and anchors to be galvinized or stainless steel. 2). G~rders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel conmectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washere and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12' thick concrete footing. Use a mimmum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 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 installed between the building end ledger. Ledger to be fastened to building with 1/2" dia. befls with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be suppotted 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.¥.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. If wall studs, plates or joists are cut out during ~nstallation for any plumbing related work, d secure the structure. Verify with the 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 system data and requirements with the equipment supp ~er. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: · All electrical to be installed as per N.Y.S. Residential Construction Code. . All electrical work shall be approved by a qualified Underwriter. . Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 [ N.Y.S. Residential Construchon Code. 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-NAIt 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 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 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD Z - 16d COMMON O.C NAIL 16" O.C. FACE HEADERHEADERTO 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM Z - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST .~ - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE. 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4- 8d COMMON 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 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: ROOF SHEATHING: JO..TDESCR,PT,ON ISTRUCTURA'PANELI ftd CEILING SHEATHING: JOINT DESCRIPTION N_A_it: NAIL QTY . SPACING GYPSUM 7" O C. EDGE WALLBOARD 15d COOLERS110" O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 8d COMMON AS PER TABLE 3.9 WFCM - SBC 7/16" OSB 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD GYPSUM 7" O.C. EDGE WALLBOARD 5d COOLERS 10~ O.C. FIELD FLOOR SHEATHING: JO,.TDESCR.PT,ON sP ;. G 1" OR LESS 8d 6" O.C. EDGE STRUCTURAL PANELS COMMON 12" O.C. F ELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. I). 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 obtam 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 nads shall be permitted to be reduced fo1 - 16d nail per foot. PLAN CONTENTEd: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESRIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 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 M " SEE NOTES: I { BOTH FIELDS) INTERIOR ZONE 8d CO MON@ 60.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 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 SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each s~de of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheath ng attached to rafter / truss fram ng members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3) Tabulated 4 inch o 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 spacmg shall be reduced to 3 roches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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" 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 o.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 extenor panel siding, galvinized box nails shall be permitted to be substituted for common nads. 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. FiREBLOCK[NG REQU]RED Firoblccking shall be provided to cut off all concealed draft openings (beth vertical and horizontal) and to form an effeddve fire barrier between stories, and between a top story and the roof space. Fireblock~ng shall be provided in wood-frame construction in the following locations. [). Tn concealed spaces of stud walls and partibons, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblccked at intervals not exceeding [0 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs.. 2). At all interconeections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). Tn concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Cede. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. I I M H phone: (631) 298-2250 e-mall: m~chael@mchdesignserv~ces.com Z O m DRAWN BY: MH April 06, 2011 SCALE: 1/4" = 1'-0" SHEET NO: