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Home My WebLink About35484-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 7/7/2011 CERTIFICATE OF OCCUPANCY No: 35051 Date: 7/7/2011 Location of Property: SCTM #: 473889 Subdivision: THIS CERTIFIES that the building ADDITION/ALTERATION 3940 Orchard Street, Orient, Sec/Block/Lot: 27.-3-3.6 Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this officed dated 35484 dated 4/16/2010 3/23/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: entry platform additions and alterations, including conversion of garage to living space, in an existing one family dwelling as applied for. The certificate is issued to Davis Millstein, Anne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 5/12/11 35484 7/7/11 King Plumbing Signature Form No. 6 TOWN OF $OUTEIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of Property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage, disposal (S_9 form). 3. Approval of electrical installation from Board 0f Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificated of Code Compliance from architect or engineer responsible for the building. 6, Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1.Accurate survey of property showing all property lines, streets, building and'unusual natural or topographic features. 2. A properly 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 Date. New Construction: t~ Old or Pre-existing Building: Location of Property: ~//-/f~ t~ ~/'~(~ ~D/7~/ House No. Street · Owner or Owners ofProperty: ~/Q~ ~-rl~,/d:~T_ Z,,~ ///,~ - Suffolk County Tax Map No 1000, Section ~ 7 Block Subdivision Filed Map. d./t~'¢ Date of Permit. ~/-~ - / E) Applicant: Permit No. '7- & II (check one) Hamlet Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Foe Submitted: $ ~'-~9 Underwriters Approval: Final Certificate: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York I 1971-0959 Telephone (63 l) 765-1802 Fax (631 ) 765-9502 roger, richert~town southo d ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ann Davis Address: 3940 Orchard St City: Odent St: NY Zip: 11957 Building Permit #: 35484 Section: 27 Block: 3 Lot: 3.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doroski Electric Inc License No: 2941-e SITE DETAILS Office Use Only Residential I~ 'nd°°r ~ Basement Ix~ 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 A/C Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 3-electric baseboard heaters, 1-kick heater, 1-well pump Ceiling Fixtures Z RWeaclle:is~: r :i;t u r es ~ Fluorescent Fixture [~ Emergency Fixtures~ Exit Fixtures L_ HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: July 7 2011 81-Gert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (63 I) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ~ ~ (7" ~ c/ ~. (Please print) Plumber: W ~ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this dayof ~ (Plushes Signature) ' CONNIE D. BUNCH Notary Public, State o~ New York No. 01BU8185050 Qualified in Suffolk County Commission Expires April 14, 2 E~ J ~._ Notary Public, County FORM NO. 3 · TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35484 Z Date APRIL 16, 2010 Permission is hereby granted to: ANNE TAYLOR DAVIS P O BOX 480 ORIENT,NY for : ADDITION & ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 027 pursuant to application dated MARCH Building Inspector to expire on OCTOBER 3940 ORCHARD ST ORIENT Block 0003 Lot No. 003.006 23, 2010 and approved by the 16, 2011. Fee $ 200.00 ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION ¶ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~x~'FRAMING ~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~./~ . ~ . , DATE ~ ~'/~ -/O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [/,/] ROUGH PLBG. [ ] F/,OUNDATION 2ND [ ] INSULATION [~/]' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRERESISTANTCONS'TRUC'fl(~ [ ] FIRE RESISTANT FF. HE'IRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU~iI~PLBG. [ ] FOUNDATION 2ND [~3~'~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECT ION [ ] FOUNDATION 1ST ~ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIREIIESlSTANTCO#STRUCTION [ ]FIRERESlSTANTPE#E'II~TION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I/,W~ATION [ ] FRAMING / STRAPPING [ ~J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] fiRE RESIST/~n' CONSTRUCTION [ ] fiRE RESISTANT PENETRATION REMARKS.'/~~ DATE ~ INSPECTOR ,- ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~]~FINAL ~: [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENLql?A1]ON ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] RP~REs~r~rrco~m~ [ REMARKS: DATE / ~s~ ,%, 765-1802 ~ INSPECTION FOUNDATION ¶ST [ ] ROUGH PLBG. ~ FOUNDATION 2ND [ ] INSULATION ~ FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RRE RESISTANT CONSTRUC'I'ION[ _ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ~--ELECTRICAL (FINAL) REMARKS: DATE TOWN OF S BUILDING 1 TOWN HAL SOUTHOLD, TEL: (631) 76 FAX: (631) 76 SoutholdTow~ .NorthForlt~g[Pl. PERMIT TOWN OF SOU~HOtD Examined · 2O Approved Disapproved a/c ,20 Expiration ,20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Surve~ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,201 ~) a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application ]nay not be commenced belbre 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. fk Every building permit shall expire if the work authorized has not commenced within i2 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit For an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department tbr the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ' ' '(gi~'a~t re ~f'ip~licant or name, if a corporation) (Mailing address of app icant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ~,~ Name of owner of premises hto'It3~5- ~-,¢x'~/~t~7~ ~&V ~q ~ (As 0n the ta~roll or If agplicant is a co~oration,, signature, of duly authorized officer ~N~me and title of co~or~t~ officer) latest deed) "Builders LicenseNo. Plumbers License No. Electricians Other Trade's 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 7_.z:~z Block 3 Lot 3, (~ Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and ocCUpancy of proposed c6nstruction: a. Existing use and occupancy ~, L,~'{-.'~ .-~,-~, (, r~',~) ~ b. Intended use and occupancy Nature of work (check which applicable): New Building_ Addition Alteration Repair Removal Demolition Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor ~4. Estimated Cost~ }(oc~ 5. If dwelling, number of dwelling units If garage, number of cars 6. 7. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front {dOr~ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 9. Size of lot: Front 10. Date of Purchase I~.'~_.-~ ~ Depth Height_ Dimensions of entire new construction: Front Height Number of Stories Number of Stories Rear Rear Depth Name et'Former Owner {~)2J/d, Depth Rear 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ NO& 13. Will lot be re-graded? YES NO~_Will excess fill be removed from premises? YES !4. Names of Owner of. premi,sesT~ld~ 'l/~ (-{J~"~)~l~'~s~'t),cm n/h*~Sz> d>~ l~:'~3'~hone No. ql~, ~_ )~- ~ 2_ ~ ~" ~ Name of Architect J~'v~._ ~ _~ torridO'2-- Address · . Phone No.__ ~ Name of Contractor J~(*~ ~)~,, {¢~ J~}~')_~- Address [_~s3 0o~ b~Vo-.PhoneNo. ~77- qtq ~; ~ [5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO __ ~ 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. ,-,~ b. Is this property within 300 feet of a tidal wetland? * YES__ NO__ IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ NO · iF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ~ 6,3.~ c~x3~ b-~ ~ ~-kJ\% being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (~'!.N ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be perforated in the manner set forth in the application filed therewith. LAUREN M. STANDISH Not~ry Public, State of New York No. 01ST6164008 Sworn to b~efore me this 093rex- dayof "7'O~q2~x- 2010 Notary Public : ~ Town of Southold Erosion, Sedan & S---~o~ ASSESSMENT FOR,~ PROPERTY LOC~ATION:~S.C.T.M, fh. -- THE FO,,L~, ,OWING ACTIONS MAY REQUIRE THE 8UBMI8SION OF Jl -- ,-,.~ - I '-~ ~' ETORM'WA ' '"~ GRADING, DRAIHAGE AND ERO$10N CONTROL pi.Aid Oistdet ~S-eceon Block Let CGR: :tiED BY A DESIGN PRGF~SIONAL IN THE STATE OF NEW YORK, Item Number:. (NOTE: A Check Mark (,~) for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site clearing and/or construction activities as well as all Site -- Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes C~fltro~ling Sur[ace Wated:lowi _ Will this Project Require any Land Filling, Grading or Excavation whom them is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Matofial within any Parcel? Will this AppliceEon Requlra Land Disturbing Activities Encompassing an Area in Excess of Is them a Natural Water Coume Running through the Site? Is this Project within the Tmstoes jurisdiction or within One Hundred (100') feet of a Wetland or Beach? ~ "% OneWill themHundredbe Site(100,)preparatiOnof Horizontal°n ExistingDistance?Gmde Slopes which Exceed Fifteen (15) feet of Vertical Rise to r~ ~_ Will Driveways, Parking Ames or other Impervious Surfaces be Sloped to Direct Stoma-Water Run-Off into and/or in the direction of a Town ~ght-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of r'~ any Item Within the Town Right-of-Way or R°ad Shoulder Area? (This Item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Walercoume? r'~ NOTE: If Any Answer to Questions One through Nine IS Answered with a Check Mark in the Box, a Storm-Water. Grading, Dmtoage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Butidthg Permltl EXEMPTION: Yes No Does this project meet the minimum standards for classtiication os an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requlmdl ~ STATE OF NEW YORK, ........ Ss That I ........................................................ ~....-~..... being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the ~V3 ,~.......~ .................................. (Owner. Conlractof, Agent, Coq)~'ate Of~r, etc.) Owner and/or representative of the Owner of Owner's, and is duly authorized to perforrn or have performed the said work and to make and file this application; that all statements contained in this application ~e true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. LAUR£N M. STANDISH Sworn to before me this; Notary Public, State of New Yo~ No, 01ST6164008 Qualified in Suffolk County Commission Exmres April ................ .......................... FORM - 06/07 FROM : MarkSchwartz,AIA-Architect PHONE NO. : 63173421i0 Apr. 11 2010 06:52AM P2 1KC HITECrl MARK SCHWARTZ & ASSOCIATES 'r-~.~' MA . April9, 2010 Southold Town Building Department P.O. Box 1179 54375 Main Road Southold, New York 11971 Davis House 3940 Orchard Street Orient, New York ~CTM#1000-27-03-3.6 The Davis project is not a substan~al improvement. We are fixtishing off the existing one car garage and altoring th~ Y. itchm-k batltroom~, windows., e~tedora d~,~, ~i~l&qg ~'i~ l~k~g. The Living Room~ Dining Room, Entry and entire second floor will remain the sam. I have contacted John Ehlers, surveyor, and he has fftformed me that the property is in the X-zone. Plea.se call this office if you have questions or require additional information. Town Hall Annex 34375 Main Road P,O. Box 1179 Southold, NY 11971-0959 Telephone {63 l ) 76,5- t 802 roqer, fiche rt~,~ (w~l.)s~)6fihSo°?d. ny. us BUILDING DF_JPAllTM ENT TOWN O1' $OUTItOI,I) APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No,: Address: Phone No.: Date: ~-1C40 C.t.I 73q JOBSITE INFORMATION: (*Indicates required infc,rmation) *Name: *Address: ~ct'c/O Oc..~c,.,,-J ~ C)~-','~,,J~'- *Cross Street: *Phone No.: ~ ~CC 7OI2 Permit No.: ~,..~z./ ~/.-{ .... Tax Map District: 1000 Section: ~"~ Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Pleaee Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Tamp Information (If needed} *Service Size: I Phase *New Service: Re-connect Additional Information: YES/(1~ YES/(~ Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWN JWNER ORMER OWNER OF SOUTHOLD PROPERTY RECORD CARD N V1LLAGE ~ ' E E_s.)/o I s~s. LAND I IMP. r[ilabie ,4/oaclland ~eadowloncl House Plot Total S VL. TOTAL ~r30~ W TYPE OF BUILDING,, co,,,,, cB. ~,c~. FRONTAGE ON WATEE FRONTAGE ON ROAD DEPTH BULKHEAD ~xt~t~tOn ~sion Porch Garage O. Total let/K= Foundation Ext. Walls Fire Place Recreation Room Floors lnterior Finish Heat Rooms 1st Floor Rooms 2nd Floor Driveway Dinette K. !LR DR_ BR. FIN. B TRIM Bath BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ~ ~ ~Z ~,- la Date Reviewed: ~ 9,- I o scm, i000- _ - 3.a s.,aivi ,on: Zo. k - 7/Coafo mm Z Property Address: 3 ~ ¢0 O~ ,~ Ci~: Building Permits (Open/Expired): Bp ~5~/-Z/~OZ_ ~ ~ ~., Info: BP~-Z / C/0 Z- , Info: BP ~ -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: Single & Separate Search Required? Y or etermination: ~Q. ~t Size: ACT. ~t Size: ~' 7~ 0~ ~Q. ~t Coy. ACT: ~t Cov. ~Q. Front ACT. Front ~ ~Q Side ACT. Side ~Q. Height. ACT. Heigh[ 0 ~ Project Description: ~ ~ ~~ ~ Ify~, water body: ~0 Panel~ ~ ~ Flood Zone: ~ .Bul~ead~luffDistance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y or N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRs-wc 9aris Y or~/,~ Date: / / Permit ~: or NJ Letter - Notes: Southold Trustees: Y o~- Date: /__/ Permit ~: or NJ Letter - Notes: Southold ZBA: Y or~- Date: / /__ Permit ~: -Notes: Southold Planning: Y or~- Date: / /__ Permit ~: - Notes: Town Landmark C of A: Y o~TE: / / *~$ CODE Comolia~age 2~r N Notes~ ~ ff~~ ~ ~ ~ Fee Structure: Calculation: Foundation: SF 1. (_ .SF)- ( SF)= SF X $__=$ First Floor: SF + Initial Fee: $ Second Floor: SF + Additiomd Fee ( ): $ Other: SF 2. ( SF)- ( SF)= SF X $ Total: ~-! o~. SF + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ 01~ o o , o o CL~TIC/GEOG~HIC DESIGN C~TE~A: Ground Snow Load: ~0 Wind Speed: 120MPH~ Sels~c Design Category/B Weathering: 7evere z ~ .-Frost Depth: 36". T~rmit,: M-H: :- ~eeay: S-M ~slgn T~mp. 11 -- ' Ie~ Shield Underlay. ~ . ~o~?ds. _ ~ _ · · .. ,/ ' - ' " (' · ~ o~ co~s~oc~iox: ~LL F~G DESIGN ELEME~S ItE~ERS: Y~ W~L ST~S: Y~ G~ERS~ CEDING JOISTS: Y~ FLOOR JOISTS: L~BER SPECIES ~D G~E: Y~ W~OW ~ DOOR SCHED~E: . ~ MISSL~TEST ~QUI~M~NT8: Y/N LOCATION OF r~ PROTECTION EQUVMENT:~m TRUSS DESIGN: Y~ ?~ CERT~ICATION: Y~ ~ E~RGY CALCS:~ TOTAL COMPLIENCE?~ (~TU~ TO PAGE ONE) SCTM~ 1000-27-3-3.6 LOT AREA: 40,970 SQ. FT. EXI~ING HOUSE: 1416 SQ. FT. (3.46%) ~X PROPOSED 1ST. FLOOR ~: 272 SQ. FT. (0.67%) TOTAL BUILDING AREA: INDICATE THE COMPLETION DATE FOR THIS PROJECT AND WILL BE RESPONSIBLE FOR FULFILLING THE TERMS OF THE CONTRACT BY GENERAL CONDITIONS OF MATERIAL~. · ALL STUMPS AND DEBRIS TO BE TRUCKED AWAY FROM SITE. · LOCKING ~PE GRAVEL TO B~ USED FOR ALL ~ALI(~AY$ AND DRIVEWAYS. SQUARE WASHERS AND NUTS. · IN,ALL COMBINATION SMOKE AND ~Co D~ECTOR~ AS INDICATED ON PLANS. DETECTORS SHALL BE HARD-WIRED. ' ANCHOR BOLT~ SHALL BE PLACED ~ITHIN 6" OF MUDSILL SPLICES. 5/8" X 8-1/2" STEEL PO~ER ~UD BOLTS SHALL B~ U~ED ~H~RE REVISIONS: P, I , EXISTING PROPOSED EAST ELEVATION SCALE: 1/4"= 1,-0,, ....... .- ~ ~/4X4 I I COLUMN EXISTING PROPOSED NORTH ELEVATION SCALE: "= 1'-0" / CONT RIDGEVENT CONT. RIDGE VENT 4XIO PAINTED CEDAR BEAM EXISTING EXISTING PROPOSED WEST ELEVATION a'~ 4X10 PAINTED CEDARBEAM 12X12 HB&G F.G. COLUMN PROPOSED SOUTH ELEVATTON SCALE: 1/4" = 1'-0" 5/4X4 VEP~ATEX A-2 11' 8" PERGOLA CENTER w/DO©AS 11' 8" '0' 0 EXISTING CRA~/L SPACE EXISTING U_N EXCAVATED SLA~_ PROVIDE ACQ SOLID BLOCKING B ET~EE 12'-8" FOUNDATION P~N ~ PRO3ECT NORTH NOTE, SCALE: 1/4" = 1'-0' 3).CONTRACTORTOINSPECTFOUNDATIONEXTERJORANDINTERiOR OF FOUNDATION 'Ot/A LL$ FOR PIPE HOLES AND CRACK~, CAULK EXPOSED PiT GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, AND HR/AC PRIOR TO INSULATING AND SHEETROCK lNG I tit I 53'-8" ~ ~L FA[SE ~lUGE '~-¢ 105 F~T CEILING .... 4;,11~(~¢ ~ .~~ ~~- ' 109 ~ADIANTHEAT EORBREAKF~AREA. MUDROOM& I _~ , I . 206 RS"AIR / REP~CE PINE FLOOR ~O MATCH) - ..... ~ I [ .............. ] WALLTO BE REMOVED SCALE: 1/4" = 1'-0' WITHI/2'GYPSUMgOARD. BATHROOMSTOBEMOI*UREEE'IgTANT. GENERAL CONTR ACTOR TO COORDINATE MEETING WITH OVCh'ERS FOR APPROVAL OF ALL ROUGH EI ECTRIC, PLLTMRINE DRAW~: MH/MS AND T-D/AC PRfOR TO INSUL^TING AND SHEETROCKIND SCALE. 114"=1 L0'' 40'~0" ,, PROJECT NORTH 2ND, FLOOR PLAN ~~ ~ ,m m m SCALE: 1/4"= 1'-0' " " ,"',' ,", ~ PROJECT NORTH ROOF P~N SCALE: 1/4"= 1'-0' A~ACPRIORTO~SULAT~OA~SHEETROCI(ING SCALE. 1/4"=1"0" I CROSS SECTION ASPHALT hOOF PAST INSIDE OF ,- CROSS, SEETION CROSS SECTION ~-' SCALE ' ~T NORTH ~ING TYPICAL 2ND. FL ~ATH INT. [k[V. ~ EX STING 2x4 SHEATHING 30~ FELT UNDE~LAYMENT Z Z st ' WlNDSORONE J ~ ~ J CROSS SECTION CROSS x x x x x x x x 4,, TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0" OPENING) WINDOW SILL 12" O.C, 12" ARA RATED SHEATHING GRADE PLYWOOD ALTERNATIVIVE: 7/16" O.S,B,) TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) 3/4" APA PLYWOOD SHEATHING 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 PERNriq-ED FOR OPENING PROTEu I ION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH Alq'ACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.5. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBS I 11UTION 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. SHU'lq-ERS MUST BE MARKED FOR WHAT OPENING IT 1S TO COVER. HARDWARE MUST ACCOMPANY SHU'FI'ERS FOR INSTALLATION. 3" O ROOF VENT / 3 SLOPE" 1f4" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM TRAP PLUMBING SCHEMATIC N.T.S. Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Cutchogue, New York 11935 Phone: (631) 734 -4185 Fax: (631) 734 - 2110 Room Finish Schedule Room: Floor: Walls: Ceiling: Remarks: 1St. Floor: Foyer Pine Gypsum Board Gypsum Board Closet Ex. Pine Gypsum Board Gypsum Board Stair Ex. OakGypsum Board Gypsum Board Living Room Existh~g Gypsum Board Gypsum Board Dining Room Existing Gypsum Board Gypsum Board Kitchen Pine Gypsum Board Gypsum Board Closet Slate Gypsum Board Gypsum Board Breakfast Area Pine Gypsum Board Gypsuln Board Mud Room Slate Gypsum Board Gypsum Board Lam~dry Closet Slate Gypsum Board Gypsum Board Provide Drain Pan under Washer Half Bafl~ Pine Moisture-Resistant Moisture-Resistant Bead Board Wainscoting with Gypsum Board Gypsum Board 4inch deep Shelf/cap Bath Tile Moisture-Resistant Moisture-Resistant Bead Board Wah~scoting with GypsuIn Board Gypsum Board 4inch deep Shelf/cap 4"x6' subway tile at shower 2"a. Floor: Bath Tile Moisture-Resistant Moisture-Resistant Bead Board Wainscoting with Gypsum Board Gypsum Board 4inch deep Shelf/cap Bedroom No. 1 Existh~g Gypsum Board Gypsmn Board Closets Existing Gypsum Board Gypsum Board Bedroom No. 2 Ex. Pine Gypsum Board Gypsum Board Closets Existing Gypsum Board Gypsum Board Hall Existing Gypsum Board Gypsum Board Closet Existing Gypsum Board Gypsum Board DRAWN: MH/MS SCALE: NTS JOB #' March 22, 2010 SHEET NUMBER A-7 NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: ~ll~ WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, W, NDOW AND DOOR W,TH WOOD TR,M: ACCORD,NG TO THE COMPUANCE ANALYS,S. . , REScheck So / ere Version 1). INSULATE HEADER UNCONDITIONED BASEMENTS; 2). SEAL DRYWALLTOTHE ROUGH OPENING USING ADHESIVE. 1). ]NSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 2om iance 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BET'~EEN THE BASEMENT AND CONDITIONED FIRST FLOOR. ~ : BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3), INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ' ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAFS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRY~ALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1), CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM, IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. , BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRY~ALL AND TOE PLATE. RECESSED LIGHTS: SEALING BAND JOI~I-S AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCFS ON INSIDE OF BA3q-S IN FLOOR JOISTS, ALONG CONTACT ("lC" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCFS AND JOISTS UNDER FLOOR JOISTS. Hl~J~J SPECIFIED FOR THE SY~FEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2,0 CFM, (A~I-M E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: C~J,~ ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" D.C. AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS, 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES, PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING. VENTILATION AND AIR-CONDITIONING ~HVACI EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC sY~rEM EFFICIENCIES: 4), SEAL INTERSECTION BEI~EEN JOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: I). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3.2 AND 503.3.$. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY SUSPENDEDLEAST 5 DEGREES)oR REDUCED.WITHIN WHICHsiMiLARLy,CALLSHuMiDiSTATsFOR HEATINGMusTANDHAvECOOLINGTHE CAPACITyARE EITHERTo ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Jl~J~, J~J~J~,,: ,~{ ~'l~!lJ~Jl~] ~Jl[J~lltl~ BJ~J ~ or ~~ ~ ~rl I~J~ HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUll- HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRY~ALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC Duc'r~ORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3,3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNY$102.B,3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL pLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BE15X/EEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BEI~JEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: I N S u~'~/~l'b ~J'-'AT E ' DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES, MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MA~I'IC. TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING, AND DRYWALL IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRY~ALL OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS: WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND ~0~IRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL IS ALSO ACCEPTABLE, ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INsuLATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORFS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUff BE IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. THE REOU,REMENTS CONTA,NED,N NYS CODES FOR DETERM'N'NG MECHAN'CAL VENTILATION RATES. CATHEDRAL CEILINGS: INTERMI"rFENTKITCHEN EXHAUSToF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAvEFANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1), PROVIDE I" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO KINO STUDS 0 ENDWALL CRIPPLE STUD - ~~,%,,,,,. THROUGH ROOF EXHAUST COMPACT FILL ~CONC' SLAB ~~~X ~ II//// ~ ~ ~ SUBFLOOR Lc~ FYPICAL CONC, ~ONOMTFIIC FOUNDATION, REINFORCE WIFH (2) ~4 REINFORCII,IG BARS THIC KEI,[REr,~FORcESLABSFoOTiNGBENEATHwiTHBEARING(2) ~4 REINFORCINGWALLS AND CCLUMNSB,ARS '* ~~ X~', ~ ( ED TO 8 EA~ FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION INSTALL A'O" O,C REVISION fi. G :'X' : ta x O" ES ....................... -- ' ' -- B. RIDGE-TO-RAFTER ASSEMBLY:ROOF FRAMING:OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-I/4" x 20 gauge strap shall be attached to each pair of r~fters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of lOd common nails required Q~. SPACING NOTE~ DUILDING USE RESIDENTIAL DWELLING CO N STRUCTION N OTE5: in e,ch end of ~h~ ~omma~ fie need not exceed the tabulated number of 8d ,~im, i~ ~h~ ~r,p. RAFTER TO B' WALL: 3-8d COMMON EACH BUILDING HElfHT {SEE TOP PLATE 10'WALL: 4-ad COMMON RAFTER TOE-HAIL I). The information within this set of construction documenB is related to basic design 2). ~FTER-TO-WALL ASSEMBLY: m TOTAL ~Q. FT. OF CONSTRUCTION (SEE intent and framing details. They are intended as a con,truer[on aid, nat a substitute L~ter~l framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH for generally accepted good building pracfice and compliance with current New York accordance to table 3.3. When a rafter or tru~s do not fall in IJ~e with ~tuds below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL ,tote buBdin, codes. The Gener,, Contractor ,, responsible for providing ,t,ndard or trusse, ,hail be attached to the w,J, top plate and the wall top plate sha[J be attached to CEILING JOIST TO AS PER TABL,].7 EACH FACE DESIGN C~ITERIA PRESCRIPTIVE AS PER N.Y.5. RE,IDENTIAL CON,RUCTION CODE AND construct[on details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofi overhanging the rake side of the building PARALLEL RAFTER WFCM - sac ~P NAIL 2006 SaC HIGH WIND EDITION, WOOD F~ME CONSTRUCTION MANUAL sound and a weatherproof completed product, shall be connected with uplift cannectiom [n accordance with robie 3.3c. CEILING JOIST LAP5 AS PER TABLE 3.7 EACH FACE F~MING ELEMENTS AS PER FLOOR PLANS, CROSS ~ECTION AND GENERAL NOTES OVER PARTITION WFCM - sac LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and ~tuds below a floor level shall be aKached with uplift connecfion~ in COLLAR TIE A5 PER TABLE 3.4 ~ACH FACE DEC~ 40 The~e code~ are to be considered as pa~ of the ~pec[fications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RA~ER WFCM * SaC END NAIL A~ICS w/o STORAGE 10 should be adhered to even if in variance with the plan. ~tud~ shall be attached to a common member in the floor assembly with uplift connector~ in BLOCKING EACH TOE ATTIC~ w/STORAGE 20 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shaIJ take precedent over scaled drawings, RIM BOARD EACH ~ND (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE D~WINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN ~LEEPING) 40 First wall studs lhall be connected to the foundation, sill plate, or bo~om plate with upBft ROOM5 (SLEEPING) 30 4). The designer has not been en~aged for con,truction ,upervi~ion and a,mme, no connedor,. ~teel strap, shall have a minimum embedment of 7 inches in concrete WALL FRAMING:Stms 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and dab-on-grade, 15 inches Jn masonry block foundations, or lapped under NAIL NAIL GAURDRAILS (ANY DIRECTION) 200 construdion mean~, methods, techniques, sequences, or procedure~, or for ~afety the plate and n~Jled in accordance wKh table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTE5 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be u~ed with the anchor bolt~. Anchor bolt QTY. ~PACING EXPOSURE CATAGORY (g~s[~s~b ~pecific u~e expressed or implied in the use of these plans, spacing i~ to be spaced and sized [n accordance to table 3.2a. lB addition to spacing, TOP P~TE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a fill plate and all : TOP PLATE 2 - 16d COMMOF FOOT SEE NOTE: 1 LOAD PATH SEE CON,RUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corner~. TOP P~TES AT JOINT$ FACE (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMOh EA. SIDE NAIL NAJUNG SCHEDULE SEE GENE~L NOTE PAGE 6). The General Contractor is to enmre that masonry or prefabracted fireplace~ meet~ 5)~ ~PE I EXTERIOR 5HEARWALL CONNECTIONS: STUD TO 24,' FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceed~ manufacture's specifications and applicable codes. Type I exterior ~hear walJ~ with a minimum of 7/16 inch wood ~tru~ural panel on the exterior STUD 2 ~ 16d COMMOF D.C. NAiL ~ym.: attached with 8d common nails at 6" o,c. at the panel edges and 12" D.C. in the field, and ~ FIRE PROTECTION 7), The General Contractor Js to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at p~nel HEADER TO 16" D.C. FACE such as bookcases, shelving, pantry, closets, trims, mc. edges and I0" o.c, in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGE5 NAIL (SMOKE & C02 DETECTORS) ~ ~EE FLOOR PLAN5 in table 3.15a-b. TOP OR BO~OM 2 - 16d COMMO~ PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CON,RUCTION B). Wind load requirement~ shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMOF PER 2x6 STUD NAIL ENERGY CALCU~TIONS RESCHECK FOUNDATION NOTES: 6).W . XT mOnSH A W t[CONN CT ON : mWOM LAT *O: AC[NAt CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Type II exterior shearwaBs shall meet the requ[remenB of table 3.lSa-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMOh 1). The General Contractor and Mason to review plato, elevations, details and notes to length adjustment f~ctors in table 3.16. END JOIST OR 8LOCKING FOOT SEE NOTE: 1,2 GROUND WIND ! SEISMIC FRO~T WINTER IC[SHIELD determine intended heights of finished floor(~) above typical grade. : 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: snow SPEED DBIGN WEATHERING LINE TERMITE DECAY DESIGN UNDER~YMENT FLOOD Allowable sidewall lengths provided in table 3.14 ~hal[ be permitted to be increased when LOAD (MPH) CAT~GORY DE~H T~MP. REQUIRED HAZARD~ 2). All footings to rest on undBturbed (virgin) soU. ~ interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTE$ MODE~TE SLIGHT TO 11 NONE 3). Provide 1/2" expansion joint material between concrete flabs and abusing I 2.4.4.2 and 2.2.4 respectively. Q~. SPACING 20 LBS. ~20 B ~ERE 3 FT. TO HEAVY MODERATE JOIST TO: PER TOE concr~e or ma,o~ry walls occuring in exterior or u~heated interior areas. 8).CONNECTION~AROUNDEXTERIORWALLOPENING$: SILL, TOP P~TE OR GIRDER 4-8dCOMMON O,ST NAmE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header an~or girder connections ~hall be attached with uplift connectmons in accordance BRIDGING 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates ~hall be have steel connector~ in accordance with table TO JOl~ 2 - 8d COMMON EACH TOE I END NAIL SHEATHING LOCATION NAIL SPACING NAIL $PACING AT INTERMEDIATE be in,tailed with ~5 re-bar, 18" long at 12" D.C.. U~e approved epoxy for installation. 3.5. BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless othe~ise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON EACH TOE 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON po~red on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, Interior s[ab~ 9). CATHED~L CEILING ~SEMBLY: END NAiL to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge B to be used a~ a structural beam, the rafter~ shall either be notched and 8LOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" O.C SEE NOTE~: 1 ( ~OTH FIELDS) 6,' maximum lifts (layers). anchored on top of the beam or slope connector~ shad be attached to each raffer-to-Hdge SILL OR TOP P~TE 3 - 16d COMMOb BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling pa~ of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" O.C 8d COMMON 6). Crawl space~ to be provided with a mm[mum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMOb JOIST NAIL 8x16 cast iron foundation vent for eve~ 150 sq. ff. of area. pm NOTES 7). Dampproof exterior of foundation with bituminou, coating as per section R406 of DEC K AN D COVERED PORCH NOTES: ~om~ ON LEDGER 3- 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN ~CHEDULE NOTES ONLY. TO BEAM N.Y.5. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1), Unless otherwise noted, all framing material to be ~1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. Ail fasteners, hangers and anchors to be galvinized or stainless st,eel, TO JOl~ 3 - 16d COMMOB JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8), Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washer~ and nuts. BAND JOIST TO: 2 - 16d COMMOB PER TOE NAIL the 4 foot perimeter edge zone attachments required shag be used. Girder~ on concrete piers shall be anchored with proper steel connectors anchored ~ILL OR TOP PLATE FOOT SEE NOTE: I FRAMING NOTES i,~o concrete with a minimum 1/2" dig x 7" long anchor bolt with washer, and nuts. ROOF SH EATHI qG: 2).Tabulated 12 inch o.c, nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49, For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c, NAIL NAIL 1). AB framing techniques and methods as prescriptive design of 2006 sac High Wind 3), Posts supposing girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual, Use a minimum 1/2" dig x 8" long anchor bolt with washers and nuts. Footings ~hall be 3 ft. Q~, SPACING 3). Tabulated 4 inch D.C. nail spacing assumes sheathing to ra~er / truss framing members with G>0,49. For AS PER TABLE 3.8 framing members with 0.42 <G<0.49, the nab spacing shall be reduced to 3 inches D.C. below grade, Porches with covered roofs shall have 12" dia. concrete piers for the girder~. STRUCTURAL PANEL 8d 2). Unless otherwise noted, all framing and ~trudural wood material to be ~2 + 8TR. WFCM- SaC WALL SHEATH lNGREQUIREMENTSFOR WIN D LOADS: Douglas Fir. 4). Deck joists to have blockin~ at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ce[linBs nnd rafters ta be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch fl,shinB shall be [mtaged between the buJldin8 and ledser, JOINT DESCRIPTION NAIL NAIL AT PANEL EDGE~ SUPPORTS IN THE PANEL FIELD NOTE5 othe~ise. Ledger to be f~stened to buJldJn~ with U2" dia. bolts with washers and nuts QTY. SPACING ~' EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" O.C SEE NOT~$: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FO~ PANEL FIELD 4). Unless othe~ise noted, all bearin~ wall headers to be {2) 2x10 ~2 + hTR. Dou~. Fir. ~ALLBOARD 5d COOLERS 10" O.C, FIELD INTERIOR ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTE: 3 Bearin~ wall headers to h~ve (2) jack studs and (2) full len~h studs on each side of ~1~ 6). Concrete piers shall be ~ minimum 6" ~bove ~rade. openings. LVL he.ders to have (~)jack studs and (2)full length studs on each side ofWALL SHEATHING:NOTES openinss. Be~rin~ wall window sills shall ~lso have (2) window sill plate; for 2x4 wall 7). All joists to be supposed with han~ers and anchors. Each Joist shall aim be anchored openings be~een 4'1 ~nd 6'0 and 2x6 wall openings between 5'11 and 8'g. Provide fire ta ~irder(s). JOINT DESCRIPTION NAIL NAIL and blockin8 where appBcable. QTY. SPACING THE~E NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN ~CHEDULE NOTE~ ONLY. 5). All flush beams/headers to be installed with heavy du~ ~aMnized han~ers and B). Covered Roofs sh~[I be assembled and anchored the same mt~nner as a typical building. STRUCTURAL PANEL~ 8d COMMOh A~ PER TABLE 3.9 1). For w~ll ~heathin8 within 4 feet of the corners, the 4 foot edse zone attachment requirements shall WFCM - SaC be used. anchors where ,pplicable to all connectin, joists.PLUMBING NOTE os, o.c. 6). Double up floor joists under walls that run parallel ta the floor joist and under bathtub, l). Ail water supply, drnJna~e and vent[n~ to be installed as per N.Y.S. Residential PL~OOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing asmmes sheathin~ attached to stud framin~ members with Floors to h~ve ceramic tile installed shall be verified for proper la~d capacity unless noted Constru~ion Code. GYPSUM 7" O.C. EDGE G>O.~9. For fr~m[n~ members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.C. FIELD 7). Provide 2 - 1.3/4" thick mJcrolams ( heisht to re,Ich floor joists) around stai~elJ and/c. 2). Verify septic system with the Engineer for Suffolk County Health Department approwl. 3). For extedor panel siding, BalvinmJzed box nags sh~ll be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: ~). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 8). Dormers running up roof rafters are to be supported by double ra~ers on either side provide adequate bracing and plates to protect ~nd secure the stru~ure. Verify with the JOINT DESCRIPTION Q~. SPACING CONTRACTOR TO PR,OVIDE SOIL TEST TO VERIFY where ~pplicnbJe unless otherwise noted, state code and manufacture's recommendation for maximum hole s[,e and spacing permitted. STRUCTU~L PANELS 6" O.C. ma~ EXISTING CON DITION S. MINIMUM ~000~ CAPACI~. 9). Provide blockin~bridging in floor joists at 8'0 o,c.. Uie mild blocking in floor joists HVAC SYSTEM NOTES , 1" OR L~$S 8d COMMO~ 12" D.C. FIELD 1). PROVIDE 5lB" ~PlE X SHEETROCK FIRE ~OPPING AT I0'0 M~LMUM DI~AN~ E~ FOR NON ACCESSIBLE ARIAS, under all bearing waI[~. I), Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N om ES: 2~. use S,MPSON HAN~S AND ANCHORS ~ITH Z.MAX I~iPP~E PROTECTIW COATING FOR CONTACT W,T~ ACQ. 3), INSTALL 1 - Co2 D~[CTOR IN ADDITION TO gMOgE A~$ PiP FLOOR. 10), Provide insulation baffles at eave vent~ between ra~ers, Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO if needed, 2), HVAC subcontra~or i~ ~o fully coordinate all sysJem data and requirements with the MENTIONED IN SCHEDULE NOTEJ ONLY. equipment supplier. 11). Unles~ otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wail sheathing sect[on R~02.8 - FIREBLOCK[N~G REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3), HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Firebloc~Ing shall b~ provided bo cut afl all c~nceaJed draft openln[J ~oth v~rtlcal and horizon[al) adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL N OTE5:: members shall be doubled, or alternate connector,, ,1 in mnceated spare, ofslud ~alh and partitions, ,ndudingfurredsp.ces. at th. ceiling over subfloor as per manufacture's instructions. 1). All electrical to be installed as per N.Y.S. Residential Constru~ion Code. such as shear plates, shall be used to maintain load path. ~evels. Concealed horizontal flirted spaces sh~fi ado be ,reblocked ~t intervals n~t exceeding 10 ]'). All bathroom wal,s to have 1/2" thick moBture-resistant sheetrock. Garage walls and 2). When wall sheathing ,, continuous over connected ceilings ,nd over furnace to have 5/8" thick type-x sheetrock. Arum other p~m oF ~uitding :), Alt ~me~dc,I work shall be approved by a quaBfied Unde ri,ter. members,the tabulated number of hairs shall be permitted 2). ~, ~,11~,.r~on..c,mo~l be~,..~ ,on~.~l.~ ...i~,l ,nd horl,o.t~l sp~c.s tach ~, .~.r ~ t° have regular l/2" sheetr°ck' AII walls t° be taped and finished' 3), lnsta115moke detectors and Carbon Monox[de detectors throughout as per section R317 to be reduced tel - 16d nail Per foot. dr°p cellin's and c°~e ce[Imn's'~~[ ~ approved equ~l. Flat roofs ~hall be applied with a Fiberglas ba~e ~heet with an E~DM torch down ~pe material over. 4).fi,meat apenlngiand product,ar°undofvents'combustion.P'ipes and du~s at ceiling ,nd floor ~em, ,o resist ~he free passage be installed with a foam dll gasket and cop-r-rex termite shield or approved equal JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO B' WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-ad COMMON RAFTER TOE-NAIL CEILING JOIST B'WALL: 3-ad COMMON EACH TOE-NAB TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - sac LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - sac LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SgC END NAIL BLOCKING EACH TOE TO RAFTER 2 - Bd COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENT[AL DWELUNG BUILDING HEIGHT {SEE PLANS) I TOTAL SQ. FT. OF CONSTRUCTION (SEE FLANS) DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SaC HIGH WIND EDmON, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECI~ 40 ATTICS w/o STORAGE 10 ATTICS w/STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSP) ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAI[S (ANY DIRECTION) 200 EXPOSURE CATAGORY (~mGNED FOR CAT, C1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE gEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMO/' FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOb EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMOh D.C. NAiL HEADER TO 16" D.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO]' PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2 - 16d COMMOI~ END JOIST OR gLOCKING FOOT SEE NOTE: 1,2 GROUND WIND ! SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 11 NONE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE JOINT DESCRIPTION NAIL NAiL NOTES QTY. SPACING JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - Bd COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAiL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMOh BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 16d COMMOh JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - gd COMMON JOIST NAIL BAND JO[ST PER END TO JOIST 3 - 16d COMMOh JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2 - 16d COMMOb FOOT SEE NOTE: 1 ROOF SHEATHI qG: NAIL NAIL JOINT DESCRIPTION QTY, SPACING AS PER TABLE 3.g STRUCTURAL PANEL gd WFCM - SaC 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 Bd COMMON @ 6" O.C SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) iNTERIOR ZONE 8d COMMON ~ 6" O.C gd COMMON ~ 12" NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS gd COMMON (~ 4" O.C gd COMMON ~ 4" D.C. SEE NOTES: 1,3 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL HELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE gd COMMON @ 6" O.C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C 8d COMMON ~ 12" O.C. SEE NOTE: 3 NAIL NAiL JOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMOh WFCM - SgC 7/16" OSg 6d COMMOh 3" O.C. EDGE PLYWOOD 6" O.C. FIELD GYPSUM 7" O.C. EDGE WALLBOARD 5d COOLERS 10" O.C. FIELD