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HomeMy WebLinkAbout36733-Z S�pppt,fc Town of Southold Annex 5/2/2012 P.O.Box 1179 y $ 54375 Main Road oI Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35574 Date: 5/2/2012 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 600 Gardiners Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 70.-8-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/19/2011 pursuant to which Building Permit No. 36733 dated 10/3/2011 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: existing attached garage altered to pool house with sink and toilet as applied for. The certificate is issued to Giorgetti,Anthony (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36733 12/22/11 PLUMBERS CERTIFICATION DATED 4/25/12 alter Marczewski Aut ed ignat e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o 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#: 36733 Date: 10/3/2011 Permission is hereby granted to: Glorgetti, Anthony 200 E 27th St New York, NY 10016 To: alter an existing attached garage to a pool house At premises located at: 600 Gardiners Ln, Southold SCTM # 473889 Sec/Block/Lot# 70.-8-10 Pursuant to application dated 9/19/2011 and approved by the Building Inspector. To expire on 4/3/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $316.00 CO -ALTERATION TO DWELLING $50.00 Total: $366.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This,application must be filled in by typewriter or ink and submitted to the Building Department with the following: A.- For new building or new use: 1. Final survey of property with accurate'location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3.. Approval of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for.the building: .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and G°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: rr Old or Pre-existing Building: ' (check one) Location of Property: ' Ip 00 cnft�4 Ne P9 D, House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot (� Subdivision y Filed Map. Lot: Permit No. "� �J 2J Date of Permit. f ` 3 plicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �� • lSa'J Applicant Signature pF SO!/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 o roger.richert(aD-town.Southold.ny.us Southold,NY 1 197 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anthony Giorgetti Address: 600 Gardiners Lane City: Southold St: NY Zip: 11071 Building Permit* 36733 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Big Blue Electric License No: 35348-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage . INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors' Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: base board electric heat-1-3ft, 1-8ft Notes: Inspector Signature: Date: Dec 22 2011 81-Cert Electrical Compliance Form SO&P Town Hall Annex l� Telephone(631)765-1802 54375 Main Road 'f�` Fax(631).765-9502 P.O.Box 1179 Southold,New York 1 197 1-0959 �@ BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION - Date: Building Permit No. 363 Owner: oV J (QA .6 16f— � (P ease print) Plumber: opro L�K� /, 12e-2- rU ylL (Please print) I certify that the solder used in the water supply system contains legs-than 2/10 of M lead. (Plumber Signature) Sworn to before me this day of 20 G� CONNIE 4,BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County ; �P Commississionn Expires April 14, Notary Public,�tStl��, K County �(:57 SOUIyo _ --- ---- cOUMY,� 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 UGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR q SOUlyo co TOWN OF SOUTHOLD BUILDING DEPT.. . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 1 REMARKS: DATE Cb C INSPECTOR ' OF SOUIyOlo f cOUHi'l,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 DATE ' / INSPECTOR OF SO(/ly0! • �lyc0UN1`i,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLOG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROB) [ ] ELECTRICAL (FINAL) REMARKS: 72D DATE 7 / 11 INSPECTOR Of SO(/r�olo c0UNT1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE I Z /� INSPECTOR J 2-- ��OF SOpTy o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN --ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C �-� - DATE INSPECTOR FIELD INSPEMON REPORT DATE COMMENTS ; _ t� FOUNDATION(1ST) — ----------------------------- • FOUNDATIQN(2ND) t� 0 0 d ROUGH FRANIING& PLUMBING Ce1 g INSULATION PER N.Y. C STATE ENERGY CODE j y r z if lu —GfC FINAL ADDITIONAL COMMENTS z m 0 w � z ti TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. A 7 33 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined `a 20 0 ® Single& Separate U Storm-Water Assessment Form SEP 19 2011 contact: (� Approved �,20j�_ Mail to:------------- 1� ►L�f`2ss'Q Disapproved a/c BLDG. DEPT. V /U ��u7� TOWN OF SOUTHOLD Phone: / G y.2 Expiration 120 cell Building Inspector APPLICATION FOR BUILDING PERMIT G Date l , 20—tL_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to'scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or.has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig ure of applicartror name, if a corporation) �s�zi (Mailing address of applicant) ical nt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0(.l)�CJ'' r Name of owner of premises an-1 A- (As 6if the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 1 Plumbers License No. 02 g (p IM o 1 Electricians License No. am Other Trade's License No. 1. Lof ation of land on ich proposed work will be done: LQ © odf aerS L-�Yle. House Number Street Hamlet County Tax Map No. 1000 Section V �� 'Block H YG',C� U' ? !?s Lot d y Subdivision ,,,.` Piled Map`No.`. ;., Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e s !C ey,,.` ya, b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration VZ Repair Removal Demolition Other Work (Description) 4. Estimated Cost r� 0, y O o 'Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 4S Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, 'specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:`Front Rear- Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth ,�11 10. Date of Purchase Name of Former Owner C 11. Zone or use district in which premises are situated V`e.S 1 A'c V1_�f 0, 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO f/ 13. Will lot,be re-graded? YES--.---NO_L/ Will excess fill be removed from premises? YES NO 14.Names of Owner of premisAI`AA0VL lo( ie i Address�,00 UW;W* ?CsS a QPhone No. 6 s,L5ZSv Name of Architect V1 i K-2 H4 Aj Address Phone No 22!,§-0 Name of Contractor TM Hlvef_ COVIT. Address Phone No. 2 9 g 6'2 15 a. Is this property within 100 feet of a tidal'wetland or a freshwater wetland? *YES NO 1f� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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? 'k YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF u A &4Lv\� 6 1 o qe -being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signiFd contract) above named, (rej N 'g lerl�Q_f �p�S&a �� �,(S)HeistheJl.Ln (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; acid that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this l ? day of 6,�2 6,ar . 20/1 ROBERTA MAZZAF EgR NOTARY Notary li PUBLIC-StATE OF NEW PORK ignature of Applicant NO.01MA6207376 QUAL' ED N S FFOLK COUNTY COMMISSION EXPIRES JUNE 15,20 - . Town Hall Annex l Telephone(631)765--1802 54375 Main Road N 765 P.O.Box 1179 rogenrichertCd_t�own(631).sou th o51 .ny.us Southold,NY 119714959 vi/InrtV��►�►' BURDING DEPARINENY' TOWN OF SOVTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: b f-6 l uezz., !�-)2CARC LGC Date: fU Company Name: t leC4-94 ^ Name: Z�► /� Diu G3 License No.: 3 5-3 E/0-Mg Address: 50 V�/!4- e_ /ArUi- A4e9`lT�l LAc�c ✓1/` J l 95Z- Phone No.: . v J�- (647,� L/3 21 JO-BSITE INFORMATION: (*Indicates required information) *Name: *Address: .*Cross Street: A)eC)< l•, � *Phone No.: Permit No.: `7 Tax-Map District: 1000 Section:�Q_ Block: Lot: % (� *BRIEF DESCRIPTION OF WORK(Please Print.Cleady) (Please Circle All That Apply) *Is job ready for inspection: DS NO ough in Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1-Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT-DUE-WITH APPLICATION �l .824Uquest for Inspection Form so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yOUNT`I,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 27, 2012 Anthony Giorgetti 200 E 271h St New York, NY 10016 Re: 600 Gardiners Lane, Southold TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy..(Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36733 —Alteration of Garage to Pool House c - - a - a.e NfF"^ar,rwve P. r MAP. QF PRbPERYY BARBAR_A ANNJ CLAY srpcs 4� AT 'ciOUTHC[-o ccyc•� no �►LL ':VC? Ut N.Y. yp o- ' - WI -ems._. ..� �\� •y�r.-��, ,,,�-,w'�"y�G'�.e�, �_.;1 ♦ f � t�� fEAIC�� _(� (�,. � �T.,,u Mw�'+W►a���„y � �5Cf-i21EFE2 I 45 OF �yR`_ Qf'PI�F f .(AND s � 4 r;QAAAIy;TEEF TD tAr.JG ISLANDsnviiucs fir;+ =VFF, CU.TtV MAF DATA:1000_07a-B•IQ l.31C ACl�(�!C 99PMCV- 'JAN T UYL,a.,C,- _. i - Generated by REScheck-Web Software Compliance Certificate CNJ( Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Building Orientation: Bldg.orientation unspecified Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 600 Gardiners Lane Jim Deerkoski,PE Southold,New York 631-298-7116 Compliance' Compliance:2.6%Better Than Code Maximum UA:76 Your UA:74 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • UA Assembly Area or or D•• Perimeter • Floor:All-Wood Joist/Truss Over Uncond.Space 70 0.0 10.0 5 Wall:Wood Frame,16in.o.c. 176 13.0 0.0 14 Orientation:Front Wall:Wood Frame,16in.o.c. 141 13.0 0.0 11 Orientation:Left Side Window:Wood Frame,2 Pane w/Low-E 12 0.310 4 SHGC:0.00 Orientation:Left Side Wall:Wood Frame,16in.o.c. 176 13.0 0.0 9 Orientation:Right Side Window:Wood Frame,2 Pane w/Low-E 16 0.280 4 SHGC:0.00 Orientation:Right Side Door:Glass 56 0.300 17 SHGC:0.00 Orientation:Right Side Ceiling:Flat or Scissor Truss 295 30.0 0.0 10 Compliance Statement. The proposed building design descri d here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro wilding has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck-Web and to coNSignatu tory requirements listed in the REScheck Inspection Checklist. ��„r7t�.� OF NEW � Z2 j' Name-Title IFS RHO � Dat { LP * � U 0 �CFESSI NP, IL rI ri 1' 201-011 I - \ 8'- /z" 9'-1'/4" 2'-9'/411 M P581611L A31 H no STAINLESS STEEL � (2)9-1/2 ML HEADER (2) 2X8 HDR. Design Services OR GALVANIZED w/ WASHERS @ Ir o.c I I � Iroc 0o l i i { I I I I ` ( 1 /'0 'r - 1 ` - j M 1 www.mchdesignservices.com 11� EXISTING 2'-0" phone: I/r` APA BATED SHEATHING ` K ITC H E N GRADE PLYWOOD (631)298-2250 I (ALTERNAIIVNE:)/16'O.S.B.) I 1� � � � I m I 1 Y Ur APARATEDSHEATHING -loll 1 1 PLU�,ABIA1 DE PLYWOOD PLUM BIN e-mail: GRADE 1 ALL PLL,!''!�G WA 3TE michael@mchdesignservices.com (ALTERNATTVM:71WO.S.B) &WATER LWcS N i ED . . r I I ( 11 TESTING BEFORE CO 'cRING Ion LESS_ STAIct- EXISTING OR GALVANIZED ( 1 SCR W/ WASHERS 0IrO.C. WIN"SILL POOL HOUSE DOOR 2X8 ACQ F)OVER „ r—P# .-,Y.: OF EXISTING SLAB 2-� I I I ti I I I Aviv CODES - _ PLUMBER CERTIFICATION M O W o = ON LEAQ 6G.JITENT BEFORE -1 W = o CERTIFICATE OF C!CUPANCY I N a N O v- W4 TER I 1 w ) 2X6 HD SOLbU STET NCANNOT N SUPPL'Y`3 If I (� ( I ° EXCE'ED.2110 Or= 1% EAD. 45 MIN.FIRE RATED I MIN.2" DOOR w/SC HINGES PER CODE ti ---------------------AND-SlZE64 M B----------------- >r« EXISTING I t EXISTING GARAGE LIVING ROOM (CHANGE TO STORAGE AREA) w 5/8"TYPE-X SHEETROCK i Z o ON WALLS AND CEILING ' / 1 1 2x4DFx2 STUDS � ( nOR ALV MESSS7BEL A WOOD OO OD uxEWS IN/ I I WA%IM @ Ir O.C. MULTI"PLYWOOD ASSEMBLIES O Z•ET(ER Sill STAINLESS SEED FLOOR PLAN /�/.q�f R GETNERWD BOLTS STEEL \r -%I. :��R' Z ^�'' A/R q 1�7 OR GuvcN®Ban w/wwsHERs � i•��:�':� � AND MIiS®z•a•o.c WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4" = 1'-0" _ �,t,,,j AS PER TABLE 1609.1.4,N.Y.S.REST CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) P , .- �1.. O 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 PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO / /COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL O w` ' I`j'-; J CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Q ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 110 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1� 1 3"O ROOF VENT p A FOLLU`dbFiNG INSPECT11C, ` 3 - 1 CEILINOI JOISTS i_�I• FOUNDATION-TMUIRED FOR POURED CONC".-TE 5/8"TYPE-X OUGH-FRAMING,PLV" n NG, 1 1/2 1114 SHEETROCK STRAPPING, ELECTRICL . :; CAULKI PER CODE 3, INSULATION 3" 4. FINAL-CONSTRUCTV, W.C. F.A.I. MUST BE COMPETE FC'' ,' ,n, DRAWN BY: MH ALL CONSTRUCTION SHAL. 'r ('T THE EXISTING REQUIREMENTS OF THE Nf , YORK STATE. NOT RESP:'?w;.0 c P OR 1 1/4 INSULATION: DESIGN OR CONSTRUCTIOr:��,ioRS August 23, 2011 3 C.O. wnI"I&m3 ELECTRICAL 3 cEluNG Lt�o SCALE: 1/4" = 1►-0" 3 4"SUBFLOOR ` SLPE CTION REQUIRED a, 2X8 AC FJ @16"OC 4"c.I.��TO APROVED A . A HOUSE EXISTING SLAB D o �OF NEwr SHEET NO Tip SEPTIC SYSTEM EXISTING CONC.WALL J• DfFR O,p SLOPE" 1/4" PER FOOT PITCH TO DRAIN N� c`, a n t CROSS SECTION �° °• PLUMBING SCHEMATIC ARJf't°:2r) ❑ N.T.S. SCALE: 1/4" — 1'-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS .. USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C KING STUDS H Design Services ENDWALL RAFTER WALL STUD CRIPPLE STUD e BOTTOM PLATE RIDGE LEDGER DGER BATHTUB DOUBLE JOIST www.mchdesionservices.com SIDEWALL phone: JACK STUDS RAFTER (631)298-2250 FLOOR USP NUMBER DESCRIPTION APPLICATION e-mail: HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS michael@mchdesinserVices.com 1ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS michael@mchdesignserVices.com TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION JUSP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION 2ND. ADS5 HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP JAPPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. NINGSI RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUDI 2X10 LS210 1189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN - SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION _ TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING r 2x4 SOFFIT JOIST AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD NOT LESS MINIMUM NET FREE AN 1/150 VENTILATING AREA OF GUTTER INSTALL 4'0"O.C. / �' ROOFING TO AVOID SOAKING WOOD GIRDER 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS ,% PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 4 INCH IN DIMENSION. SOFFITED SAVE [ 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS . AND SO AS TO MAINTAIN AIR CONNECT TO r/ ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4'x 18ga.TYDOWN ANCHOR EACH RAFTER INSTALL 4'0"O.C. ``� ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12'RAFTER RT20 21-1/8'x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ON ALL OPENINGS ,��,� KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED SAVE DETAIL 2ND.FLOOR WALL ���. , ' OF FLASHING W 7 ' ROOFING LAPS BASE H ' FLASHING 4 INCHES 0 A BASE FLASHING WRAPS CORNERS. RAFTER RIDGE CAP OF SAME �� a EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING CAI SHINGLES AT BASE MIN.4INCHES THROUGH VENT _J = WOOD JOIST (•� r^ 44 TOP PLATE C I pE WALL LL FL S'+H I N GIRDER/HEADER O �J 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4S"OC f•{ �•/�+1�J WOOD JOIST x AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERS irINSTALL 47 O.C. AS TO FORM DRAINAGE CHANNELS AND 4'-8" LSTA36 1-1/4"x36"18 a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION PRE-MANUFACTURED ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 9 LOCATION USP NUMBER DESCRIPTION APFPLICATION KEEP SHEATHING MIN.1-1/2" `./ ON ALL OPENINGS CONNNECT EACH RIDGE VENT FOLDS RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. THE PROPER STEEL CONNECTOR. RAFTFER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS �/J 8'-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONYNECT OVER CONFORM TO SLOPE , ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.f REDUCE BUMP OUTS C) l0 .0 DBL.SILL PLATE SUBFLOOR TERMITE SHIELD SILL GASKET / NEOPRENE WOOD JOISTS TYP.CONC.FOUNDATION CONC.SLAB - _ i n 6 MIL POLY GASKET -`� I 2xb/2x8 CONTINUOUS WOOD PLATE . DAMPPROOF EXTERIOR �� _ I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR GRANULAR FILL \ ,_ ` ° V � /� STEEL COLUMN � q _ � r I I!2"DIA. BOLTS m 48"o.c.STAG, q ' P ° C ROOF JACK � r ` CONC.SLAB q °, STEEL BEAM ^ v COMPACT FILL p \q ``� 4"x 114"x 8"STEEL ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING o v � � B•q q Q CONC.FTC. 4 ° r, q FLASHING AT I WITH 1/2"x 6"ANCHOR BOLT q G a ANCHOR BOLT CONNECTION USE WITH 3x3 SGQUARE WASHERS SIDES AND TOP 1/2"GROUT (USP LBPSE58 OR BP583) REINFORCING BAR FOUNDATION 5/8"DIA.,ANCHOR BOLT 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMIUM SPACING FLASHING LAPS i 1 I l 10 KIPS) SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM ,__ CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL LONG.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES :36"OC STEEL / BOTTOM BEARING DRAWN BY. M H WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 157"OC ROOF JACKS 4 VENTS DETAIL CONC.SLAB SUBFLOOR August 23, 2011 6X6 10/10 WWM DOOR FRAME COMPACT FILL r D ACs OOE_� DOOR I JOIST USE SCALE: 1/4" = 1'-0" 4• SLAB BL V ( FOR BLOCKOUT STEEL BEAM P.T.PLATE W/6X6 WMM SLOPE 4'DR VEWAY—/,. NOTCH JOIST AND ADJUST HEIGFIT 1/2"AIR ACE �`� < i • ° (WITH A NAILING PLATE IF NEEDE6 AT END AND �� 'T I/2� .�. •� � . ° .t c-C'q DES OF WOOD p '► ° • • • '' TO BE APROX.1/2"OR HIGHER THA GRADE 4 -zr-=- ar--=-� - n D o D •. •; STEEL BEAM TO ALLOW FOR SHRINKA E SHEET N O 'q i4f'q •, ° 4 /' 4 • 4 D BEAMS •° o• • •, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" 6X6 W.W.M. a 4—„e 4 4 ° — I 4 — MIN. %D °D • L)'q l!-4 A'r ° ° ��`NOTCH BEAM FOR MUDSILL IF REQUIREED--MAXIMUM A e —S BF P O F Ne •/ 4 ' REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM D DRAIN TILE 1■ pI •D + REINFORCING BAR 'a", ° C p•,° > •pDC,F - A 12' % SHEET METAL/30#FELT UNDER BEAM?AT POINT • �)• a o ° O-�`� C� Q a.e 31. OF CONTACT WITH CONCRETE OR CONC..BLOCK TEEA �p 1 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • °" SHIMS TO LEVEL BEAM E BO , REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. m Cr 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUt z w BEAM POCKET O 2 \ ❑ WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTE6 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL I I 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING M When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING LLLJJJ 1 1 BUILDING HEIGHT d the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-6d COMMON EACH CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL Design Services in each end of the collar tie need not exceed TOTAL SQ. FT. OF CONSTRUCTION 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters DESIGN CRITERIA CURRENT PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE CURRENT SBC 141GN WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES www.mchdesignservices.com sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 phone: DECKS 40 (631)298-2250 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3A EACH FACE ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL FT These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the EACH TOE ATTICS w/ STORAGE 20 e-mail: studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS Michael@mchdesignser\ices.com should be adhered to even if in variance with the plan. accordance with table 3.3. TO RAFTER ROOF (GROUND SNOUT LOAD) 20 (LIVE LOADS PSF) 2-16d COMMON3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS (SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALL FRAMING:i N G: STAIRS 40 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS (ANY DIRECTION) 200 the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QT. SPACING NOTES construction means,methods,techniques,sequences,or procedures,or for safety P EXPOSURE CATAGORY re no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt precautions and programs in connection with the work.There a TOP PLATE TO PER FACE NAIL implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or anchor boles are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) ETAIL PAGE t GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERA NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.: or exceeds manufacture's specifications and applicable codes. YP FIRE PROTECTION attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16"O.C. FACE 19 1 SEE FLOOR PLANS 7).The General Contractor is 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"o.c.at panel 16d COMMON ALONG EDGES NAIL (SMOKE t G02 DETECTORS) i d with the length requirements specified edges and 10"o.c.in the field shall be n accordance wgth reqfied HEADER such as bookcases,shelving,pantry,closets,trims,etc. g TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICKFRAME CONSTRUCTION in table 3.15a-b. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECIC 8).Wind load requirements shall be taken into account during construction. 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.158-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 1).The General Contractor and Mason to review plans,elevations,details and notes to SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED . Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL NOTES v 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - QTY. SPACING 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2- - COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES O Z SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 <11 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.L.Concrete to be g.CATHEDRAL CEILING ASSEMBLY: 11.4 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS) �""""� to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COtMMOA NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE =C01MMON CK NAIL (/) 6"maximum lifts(layers). along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP H FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 _J ^ 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. 3-16 TO BEAM ST NAIL NOTES 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE DECK AND COVERED PORCH NOTES. 7).Dampproof exterior of foundation with bituminous coating as per THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. TO BEAM 3-8d COMAMON JOIST NAIL Z O N.Y.S.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 3-16d CODMMON PER END /� A �-1-! the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL the 4 foot perimeter edg1).For roof sheathing within 4 feet of the perimeter edgee zone attachments required shal1l1 be used.the roof,including 4 feet on each side of the roof peak, cz w BAND JOIST TO: PER TOE NAIL134 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COIMMON FOOT SEE NOTE 1 w Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOFS EA I G: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. [h O 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Qom, S ACINIG fro NAIL 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For w (� Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. AS PER TAB3LE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 0 2).Unless otherwise noted,all framing and structural wood material to be#2+ Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SIPAC14G 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10 INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 "O.0.FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7). QTY. SPACING All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typicalbuilding. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 9 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE PLYWOOD 6d COMMON 6"'O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential GYPSUM 7"' O.C.EDGE G>OA9.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. WALLBOARD 5d COOLERS 10'"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE' 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists g y plumbing CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY /� under all bearing walls. 3).If wall studs,plates or joists are cut out Burin installation for an lumbin related work, NAIL NAIL DRAWN BY: M H JOINT DESCRIPTION I provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"'O.C.EDGE needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 127"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9.Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. August 23� 2011 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERZRED TO IF MENTIONED IN SCHEDULE NOTES ONL1Y. FIREBLOCKING REQUIRED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) SCALE: 1/4" _ 1 t_Otr adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall;sheathing nailed 6"on-center at the panel edge.If walill sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General is nailed 3"on-center at the panel edge to(obtain higher Contractor and owner for final review and approval. 1 .In concealed spaces of stud walls and artitions including furred spaces,at the ceiling and floor ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for sstructural ) P P g P g spaces shall also be fireblocked at intervals not exceeding 10 furred SHEET N O to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate cODnnectors, levels.Concealed horizontal such as shear plates,shall be used to mainhtain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. �E OF NEB approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over*connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shaall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 5P S DEFQ� Opp to be reduced toll-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r` be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. n n x 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces - under stairs shall comply with N.Y.S.Residential Code. N ;s 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Ago. flame and products of combustion. 72 > 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code.