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HomeMy WebLinkAbout38657-Z Town of Southold Annex 12/3/2014 P.O.Box 1179 54375 Main Road i3 Southold,New York 11971 L CERTIFICATE OF OCCUPANCY No: 37302 Date: 12/3/2014 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 520 George Rd, SCTM#: 473889 Sec/Block/Lot: 117.4-18.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2013 pursuant to which Building Permit No. 38657 dated 1/30/2014 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 ACCESSORY BUILDING CONVERTED TO NON-HABITABLE UNHEATED POOL HOUSE AS APPLIED FOR The certificate is issued to Schwatka,Diana (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0014 11-24-2014 ELECTRICAL CERTIFICATE NO. 38657 09-10-2014 PLUMBERS CERTIFICATION DATED 11-19-2014 Mattituck Plumbing A rized ignatu TOWN OF SOUTHOLD k . BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38657 Date: 1/30/2014 Permission is hereby granted to: Schwatka, Diana 31 Cherry Ave Larchmont, NY 10538 To: Alteration of an existing accessorybuildin g (conversion to poolhouse) as applied for- non-habitable. At premises located at: 520 George Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-4-18.4 - )g ,71 Pursuant to application dated 12/12/2013 and approved by the Building Inspector. To expire on 8/1/2015. Fees: ALTERATION OF ACCESSORY BUILDINGS $632.40 CO CCESSORY MING $50.00 o $682.40 Building In pe TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FORCERTIFICATE 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 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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 tines,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$15.00 Date.New Construction: Old or Pre-existing Building. (check one) Location of Property: �jj�: !�22iF^ax le House No. Street Hamlet Owner or Owners of Property: A44 -4- [:2,A" Suffolk County Tax Map No 1000,Section L 1-( Block �'- Lot. Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: 04,15, Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ A p cant Signature �pF S0� . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. ox 1179 � Southoldld,,NY 11971-0959 , �Q roger.riche rt(ab-town.southoId.ny.us �` CouNOV,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Schwatka Address: 520 George Rd City: New Suffolk St: NY Zip: 11956 Building Permit* 38657---38596 Section: 1 1 7 Block: 4 Lot: 18.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool X New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 5 Wall Fixtures 9 Smoke Detectors 3 Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect Switches 18 Twist Lock Exit Fixtures TVSS Other Equipment: POOL BP#38596---POOL HOUSE BP#38657 in ground swimming pool to include,bonding,2-pool lights,2-GFCI circuit breakers,4-switches, 1-GFCI recpticle, Notes: 1-pump, 1-gas pool heater, 1-control panel,4-single recpticles Inspector Signature: Date: Sept 10 2014 81-Cert Electrical Compliance Form.xls 1t Telephone(631)765-1802 Far MIM 7MQ09 P.O.Box 1179 � • Southold,NY 11971-0959 BUHMING DEPARTMENT TOWN OF SOUTH01M CERTIFICATION Date: t( `l 41Y Building Permit No. 3j' Owner: (Please print) Plumber: C r (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( u ignature) Sworn to before me this day of�A,Cyyl�jpy, 20 CHELSEA L. 7. HALONEL'R�e'g�istratlon ary Public,StatYork #Of7106 ualified in Suffolk County mission Expires August 5,2017 Notary Public, SU n l County DC7� �o��OF SOUj��6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU TION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA�.M,OUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 7ZfL INSPECTOR %'� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 N INSPEC [ ] FOU ON IST [ ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING RE RKS: 174) cL4LLl .L-IL �o cr DATE G C INSPECTOR 3�1W �� �eo�wur i # TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR INAL) REMARKS: DATE INSPECTOR pG SOUjyo� • C6 C9 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR "'36 OF SO(/r�� � o TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECT N [ ] FOUNDATION IST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i �o��OF SOUr�o�o TOWN OF SOUTHOLD BUILDING DEPT. 7654 802 INSPECTI N [ ] FOUNDATION IST [ ] H PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ir DATE INSPECTOR • • 1 r 1 PLUMING STATE ENERGY CODE 1 --------- ADDmONAL comNmNTs WTO ' I NO v WON I Iwo �fi ► . .iiL��1�7L1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOOTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. X86 S-7-Z Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application l Flood Permit Examined 3 © 20 ` Single& Separate Storm-Water Assessment Form Contact: Approved 6,20 Mail to: Disapproved a/c -14 Phone: Expiration 20 Building Inspec ice" I fi 1 1i APPLICATION FOR BUILDING PERMIT 01:r ? 2013 Date 2030 -� INSTRUCTIONS t__.___...� Thos applieiity e 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 isstrance or has iiclt been completed within 'Itmonths from such date. If no zonin'g'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 shdll'be`required. APPLICATION IS HEREBY MADE to tWBuilding 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. (Signature of applicant or name, if a corporation) q)).Pnx A55, oQ (Mailing address of applicant) ,q 15#ZState whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Giffnr_coa nnr�mc-kms' Name of owner of premises ( X(-'-: aI�►WL ��G�1 tl . • Q. (As on the tax roll or latest geed) If applicant is a corporation, signature of duly authorized officer (Name and t>;tle o€^co orate officer) Builders License No: `'ti Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propose work will be done: YnNf- House Number Street Hamlet County Tax Map No. 1000 Section Block 014 Lot /Is.r. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 61s iz.&Cit— b. Intended use and occupancy ?Co` 00�x�,' 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost [SCS►pp©, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 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. Dimensiqns of existing structures, if any: Front 3 S Rear 3 S Depth ZZ t Height s [ 1�' Number of Stories Dimensions of same structure with alterations or additions: Front 4>A Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 395' Rear 3c:, ` Depth Height 2- 1: R" Number of Stories Z 9. Size of lot: Front Rear Z.va 1 Depth 7-501 10. Date of Purchase Name of Former Owner v 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO &-**-- 13. Will lot be re-graded? YES NOS ill excess fill be removed from premises? YES NOv Imwhc 4 V%1111t1A 3% r-V%1L " S e 14. Names of Owner of premises 5&\%W0-trKA Address Lair ~Mr-"I iew Phone No.IN X34-9093 Name of Architect MQ!1a CeStgm SeqJ%csS Address Phone No (03\aRa-as 5o Name of Contractor f k&g,)&Mft e-j ns6ue. jVA Address es �y5 Phone No.lolR Ot3-'3319 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO f * 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. 1.7. If;elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 4 8. 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 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary PubNc,Ohft of New York (S)He is the ���17�►,g�� N0.01BURISM (Contractor, Agent, Corporate Officer, etc.) : Comn*M m EVkm" 14, l0 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 performed in the manner set forth in the application filed therewith. Sworn to before me Nss day ofj� C.iZiY� 20 " Notary Public Si nature of Applicant so�Tyol. � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 COUNV'�^ate BUILDING DEPARTMENT TOWN OF SOUTHOLD November 12, 2014 Beockman Construction RE: Schwatka, 520 George Road, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. p� X Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) 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. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38657-Z accessory pool house ' ' I 5'-9'/z" 17'-41/2" 10'-1011 x 1 I CX25 CX15-3 M H IIJJ o'I ® -- ------_ II BOOK K SHELVES - tDesign Se rvices 11 www.mchdesionservices.com 0 phone:p r (631)298-2250 CID LO -TOW zr- 77 W (3)2X10 DF#2 w/(2)3/4"STEEL PLATEu J0 Li in 0? v-°Oreesiu oc -H v- � N --------- 0 ________O ANSDEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL °O LL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) lO Q _ T Mffld INE Dem POOIEQIDN FASTEMNOSOIM"RM WOOD SCRUCrMa PANELS WOOD Mt CIIAM PMIEI.S WTMA NINIW W TIQ OF 71lr .)• O y M P1AMORNPANPLSPANOFR FBT SNNl eEPEW4T1ED iO11 OIElDNO MOIFCf10N W ONE AM TW6=""DOIEf.PANB_S RVU RE PRMRTO COVELtOlA2ID0lELON6WITN ATTAOPENTNANOWAREMOAD)®.(R66ITOStMMM4 IMIA,1P *S AM TAKE IM.1.4 M kyL RESmvIRII 0 X 1 NILSRRIMM COOEIL I M NOP A SMSTMMM FOR OE46H47 ALL OPD@ MCT NAYEDF9ON♦SR55WEOK+RAOESWMAE APFl1('AAE- u1, + N ALLPAIElSMCTEORTOSMMDRE"TOUSEONANY NEWWINDOWSANODDORS.SIE1fTE115 MIST NARKED FORWWOOPE/UNGR CSTO DOJ&. 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COl,,,:-`LY V'!-' H ALL CODES OF NEW YORK STA­a,L- & TOWN CODES � AS REQUIRED A49-eeH&Tl,�, � sl� I=15 lk4 .�111'1 F 0 FRONT ELEVATION A SCALE: 1/4" = V-011 R 0-4 P4 0 0 0 P4 44 �:) CL w � L-4 z UJ Ln - � v O � Hill 11 1 1 1 DRAWN BY: MH 1/12/2014 -011 SCALE: 1/4" V JAN 15 2014 LI Lt. SHEET NO JAEW Yo =4 9EEP, z RIGHT ELEVATIOIN � , Q) ry z �,- SCALE: 1/4" = V-0" 2s, A10, 1 1\ ii Design Services www.mchdesianservices.com phone: (631)298-2250 W �1 % . . , O O Ow V REAR ELEVATION W � SCALE: 1/4" = V-0" Q O W w O o � CL w Cl Nw UJ Z Ln Z � V O � CL O oL CL DRAWN BY: MH I LII 1 11 1/12/2014 SCALE: 1/4" = V-0" SHEET NO F NEW y 'DE+EP,�� LEFT ELEVATION SCALE: 1/4" = V-0" Q Z �pR©FESS�d�P ,. . T 1 11 11 1 11 I 11 tJ - �, 3 -6 -8 6-O 6-8 8'-211 - r� r >> r r 0 OR I nti I I .,ra I I ;111 S ER !r CX15 CX15 M C H 3'-O" y I I • I y I (2) 2X10 HDR (2) 2X10 HDR (2) 2X10 DF#2 HDR SH BENCH - Design Services � SH O i , I `r' �.n z o www.mchdesianservices.com O = phone: �,. W LL o (631)298-2250 o STORAGE FUTURE POOL HOUSE 0 r i ` r rI r rl r y M 1/2 BATH TILE FLOOR N El TOW u AS APPROVED +� BY SCHDS 4 l -TT7 10 lq uj (3) 2X10 DF#2 w/(2) 5/8' STEEL PLATE FLUSH BEAM I 00 1 1 1 w N 1 1 1 WIND-BORNE DEBRIS PROTECTION"FOR WOOD STRUCTURAL PANEL Z AS PER TABLE 1609.1.1,N.YS.RES.CODE:ALTERNATIVE FOR OPENING PROIECRON(IF NOT USING IMPACT GLAZING) \10 O I 1 WIIIORORNE DEBRIS PRDTFCRgI FASIEtdNG5Q1lWlE Po0.VA')ODSIAUCTUML PANELS WOOD SiPIICIUWIPANEl$WRHAI9lOMUN TdQPIESS OF J/16" ________ ANO MARPIIIM PANEL SPAN OFRfEtT SIWLRE PERl4Tfm FOR OIENING MO1KfIp11N IXiE/J10T1Y0-STORY&/ILOIN(3.PANELS SIWLEE PNEM TO X SITT]NG AREA �GIAg➢OPEHINGSW ATfbINEMNARMVM PROVMED REFER TO S£Cf1ON 1fi09.1.4.1609.Q5 ANUTME1609.1A OF N.VS 0.E510EM1A1 _ Lu CIXS"]RI1C MCODE).THI515 NOT ASONSRIUDON ran OESleraPRFswRE.ALL OPENINGS FNIST NAVE DESIRI-PR651tltE UPGRADES WHERE APNCA&E - TILE FLOOR ALL PANELS MLSf BE MTOS�AND READY TO OSE IXI ANY NEW WINDOWS AND ODORS.SHUTTERS PINSr BE MARRED FOR WWIT OPENiNGRISTD COVEN. Q LL YNROWAAE MOST ACCOMPANYSMIrfERb FOR INSTAWTION. ' LL M ° STORAGE O .� CROSS SECTION ___----- 0 � SCALE: 1/4" = 1'-0" Ln Lu o d s M 1 1 1 1 �U V I I I I 1 w L/1 I I I I I N t 0 (2) 2X10 DF#2 HDR (2) 2X10 DF#2 HDR I ci 6'-0" F�1 CX235 (CLOSE OFF (CLOSE OFF (2)�MDFR#2D,DR 1 341-011 31-101/2111 EX OPNG.) EX.OPNG.) CX15 A 10'-3" 13'-6" NEW DORMER 10'-311 8'-0"WALL HEIGHT PLAN --- `�' w a31-8113I-811 10, ,11T. FLOOR O 0 — CX135 CX135 SCALE: 1/4�� - 1 -011 w O o � 5'-O" PLT.HT 5-0" PLT HT n W ' W Ll ' N z r- Tin ; ao I 1 ROOF AREA: 900 SQ. FT. V ' AT 100% IRUNOFF, 2" RAINMR.: ----------------------------- 151 CU. FT.------------------------------ (1, � � PROVIDE (1) S'dia., 4'deep DRYWELL o CAPACITY: 169 CU. FT. 90L 0 O 6. fJ Up N N m N N1 I 1 1 I I 1 v 1 1 1 1 Ln O O� - xa R I 1 1 I U --------------- --1 -' -I -------- X aRR@16° .�``.2` R@16°OC �3 5/S 12 Ln REPLACE EX. �- WINDOWS -------- ---- -- � 2X8 DF#2 916°oc `, �� +/- DRAWN BY: MH I ' 1/12/2014 1 00 ----- -- - SCALE: 1/4" = 1'-0" O LO Lr) I I I 1 1 1 I 1 1 1 1 100 SHEET NO CX135 CX135 (EXISTING) 3'-$" 61_21 1 31_811 OF NEIj/yo (EXISTING} �` �i' DE�p�cAQ� ' " 13'-6" NEW DORMER 10'-3" 10-3 8'-0"WALL HEIGHT 34'-0" CROSS SECTION- SCALE: 1/4" = 1'-0" ��F 2ND. FLOOR PLAN FE72 R� SSO)N SCALE: 1/4" = 1'-0" i i 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 H Design Services KING STUDS WALL STUD RAFTER ENDWALL CRIPPLE STUD BOTTOM PLATE n RIDGE LEDGER BATHTUB www.mchdesicinservices.com DOUBLE JOIST HEADER phone: (631)298-2250 SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. 2ND. ADS5 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 APPLY OVER RIDGE TO EACH RIAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER Wl THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH BLOCKING Ca24"OC RAFTER 1 LEDGER WALL STUD THROUGH-ROOF EXHAUST uj VENTS SELECTED AND LOCATED BY CONTRACTOR ( ^ METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL • AS REQUIRED CHIMNEY RAFTER RIM BOARD RAFTERS MAINTAIN O /WALL SHEATHING VENTILATION WOOD JOIST SILL PLATE(S) SIDEWALL FLASHING BLOCKING BLOCKING FOUNDATION - /xx TOP PLATE 2x4 LEDGER _ _ _ _� _ FINISH WALL AND MOISTURE � 2x4 SOFFIT JOIST BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A FASCIA STAPPING TO BE ATTACHED TO WALL STUDS L249"OC AT WALL--MAINTAIN GAP - - AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN LLAT . THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT SHALL AN COVERED WITH CORROSION- GONTIN.SOFFIT/EXT.PLYWOOD 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH O ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF INCH IN DIMENSION. INSTALL 4'0"O.C. ' , FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAVE 8'-14" LSTA30 1-1l4"x30"18ga.STRAP AND JACK STUDS �� AND SO AS TO MAINTAIN AIR CONNECT TO [� ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ACTION CONNECT T O ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O INSTALL 4'0"O.C. 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR 14"-16" LSTA36 1-1l4"x36"16ga.STRAP AND JACK STUDS EACH RAFTER SOFFITED SAVE DETAIL F7 ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT t""1 OF FLASHING Z 2ND.FLOOR WALL '� W ROOFING LAPS BASE -g� IL-1 FLASHING 4INLHESCPS A LJ RAFTER � \ RIDGE CAP OF SAME O BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING / EXTENDS UNDER SHINGLES AT ( NAILED TO SHEATHING t a \\\� SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN.4 INCHESrl F�i O WOOD JOIST O V �T� TOP PLATE GIRDER/HEADER P4 Ir"1 SIDE WALL FLASHING INC WOOD JOIST 0 O 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @49"OL INC ^ v, AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SID GES 5, WALL STUD RAFTERS �s �{ r F1 (� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO Q`I v 1K/ ir IN TALL4'0"O.C. A5 TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O 4'-8- LSTA36 1-114"x36"18ga.STRAP AND JACK STUDS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. W ON ALL OPENINGS RAFTERIPLATE RT15 TYDOWN ANCHOR RAFTER TO PLAT= OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS N INSTALL 47 O.C. —CONNECT TO SLOPEOUTSLu as 1 8"-16" MSTA48 1-114"x48"16ga.STRAP AND JACK STUDS PLATEMALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STfUD OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP u ON ALL OPENINGS1 Tw Ln V DBL.SILL PLATE `'' TERMITE SHIELDt--SUBFLOOR —F WOOD JOISTS 0 SILL GASKETw°j'� ' NEOPRENE _,--^� i I 2x6/2x8 CONTINUOUS WOOD PLATE 06. GASKET ` ; BOLTED TO STEEL BEAM WITH TYP.CONC.FOUNDATION C 6 MIL.POLY v, 1/2 "DIA. BOLTS a 48"o.c. STAG. f - �,,� DAMPPROOF EXTERIOR ` � v - GRANULAR FILL EMIL POLY ON EXTERIOR ♦ 1 ' � STEEL COLUMN I � ♦ � ° n C ROOF JACK 1 �. u u STEEL BEAM ce o v // I( �♦ 4" x 1/4" x 8" STEEL CONC.SLAB , 'a ♦ i TOP AND BOTTOM PLATE ° C n COMPACT FILL ROOFING LAPS o i p ^ ♦♦ WITH 1/2" x 6" ANCHOR BOLT V FLASHING AT KEYWAY FOOTING o v " C`n c-n C CONIC.FTG. D .a�'� . 1 G ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ♦` 1/2" GROUT L a (USP LBPS58 OR BP583) �----- 3" STEEL COLUMN ^ FOUNDATION 5/8"DIA.ANCHOR BOLT I ( 10 KIPS p REINFORCING BAR ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACINIG FLASHING LAPS DRAIN TILEROOFING AT BOTTOM SILL PLATE TO FOUNDATION 1 STORY 72"OC CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING DRAWN BY. MH TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONIC.FTG. CRAWL SPACE OR FOUNDATION 1-2 STORIE WHERE S 57"OCEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATI�NS 57"OC ROOF JACKS B VENTS DETAIL (SLAB-ON-GRADE) r--SUBFLOOR 1/12/2014 CONIC.SLAB DOOR USE 2X9 STEEL BEAM CKARJOIST 11 1 AGR_I DOOR FRAME 1 _ 11 6X6 10/10 WWM i COMPACT FILL � FOR BLOCKOUT SCALE. 1/4 - 1 �0 4" SLAB - _ W/6X6 WMM V` I SLOPE NOTCH NOTCH JOIST AND ADJUST HEIGHT P.T.PLATE 7 1 �• • e O 1/21 (WITH A NAILING PLATE IF NEEDED) 1/2"AIR ACE �`. �� .•_ AT END AND e s ., TO BE BEAM T 1/2"W HIGHER THAN SHEET N O ' DES OF W000 ' � •� � STEEL BEAM TO ALLOW FOR SHRINKAGE .e`p •°D 'p•a �', • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE ( ° ` a /° a_ _ a SUBFLOOR a -"--zr--"--zr---- BEAMS 6X6 W.W.M. r n �• 12" ,� 'p p NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXINMUM MIN. dd'4 e ° NOTCH EQUALS 1/4 DEPTH OF BEAM ° G °•p _ ° I-I I O OF NEIN 4 REINFORCING BAR .C • REINFORCING BAR a ° • 4�),• 'q n O ° YOB DRAIN TILE I a 12� n SHEET METAL/30#FELT UNDER BEAM AT POINT • , DEEP OF CONTACT WITH CONCRETE OR CONC.BLOCK o•, u• 3„ B 0 B SHIMS TO LEVEL BEAM Q TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)-4 REINFORCING BARS TRE NFORCEHICKEN BOOTING WITS BENEATH H 2)*4 REINFORCING BARS COLUMNS.RING WALLS AND GARAGE DOOR BLOCKOUT � Q 3"MINIMUM BEARING SURFACE FOR WOOD BEAM r- fn Lj BEAM POCKET - `�F4,o 72g RO�ESSION Y I WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: \� " GENERAL N 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:NAIL NAIL OCCUPANCY CLASSIFICATION 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. M l I JOINT DESCRIPTION NOTES BUILDING USE 11"'1 When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDIN HEIGHT 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION Design Services 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 shalt be in CEILING JOIST 8'WALL:3-8d COMMON EACHTOE-NAIL 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST g y p g g p P 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 DESIGN CRITERIA 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 CURRENT SSC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES WWW.mchdesignseryices.com OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 hone: 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: p 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40TO RAFTER WFCM-SBC END NAIL (631)298-2250 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 ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS (OTHER THAN SLEEPING) 40 ( ) TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 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 WALL FRAMING: STAIRS 40 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 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE GATAGORY specific use expressed or 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 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE w INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON (D.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym'. 7).The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 161"O.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS O such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST, 2-16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD LOOD determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7.INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. - 3).Provide 1!2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE U concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOUST NAIL O ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAILNAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be 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 W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTHA � Z a Where a ridge is to be used as a structural beam,the rafters shalt either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. FIELDS) 1�7 O to be minimum 3-1/2 inch thick.All fill to be compacted to 95/a relative density with 9 3-16d COMMON eo @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part 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 @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundaatt ion vent for every 150 sq.ft..oof area. 3 6).Crawl spaces to provided with a minimum x24"access opening.Install one attached with the above requirements. TO BEAM 16d COMMON JOIST NAIL v 1-4J W w DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES O 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOUST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. pz�.i 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 COMMON PER END n/ ISI the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. T11��11 O JOIST JOUST 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, O O 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. BAND JOIST TO: 2-16d COMMON I PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 W FRAMING NOTES g 2).Tabulated 12 inch with nail spacing assumes sheathing attached a raftert truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. ROOF SHE THING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 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 NAILNAIL Edition Wood Framing Construction Manual. Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 1 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Q Q rT 7 AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. N 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. F+'1 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL WFCM-SBC 8d WALL SHEATHING REQUIREMENTS REM E NTS FOR WIND LOADSL: J L Z u Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES v ) 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. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 ( )f ( ) g 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: O openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy duty galvanized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL W COMMON AS PER TABLE 1.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OSB 6d COMMON 3"O.C.EDGE 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 PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD( 3.Far exterior ane/siding,2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3)_If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING DRAWN BY: MH 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 EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. Sd COMMON " 1"OR LESS 12O.C.FIELD HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. i 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. 1/12/20 14 CDX exterior sheathin rade plywood.PI P 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety ) g g p yw Plywood to cover over plates and headers. requirements. 3 .INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING RE 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. REQUIRED 2).HVAC subcontractor is to fully coordinate all system data and requirements with the it t �r adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories and between a to story and the roofs ace. SCALE: 1 4 = 1 '� P 1).Nailing requirements are based on wail sheathing � P rY P 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 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 Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 SHEET N O such as shear plates,shall be used to maintain 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, approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected F N E torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permittetd (� yp to be reduced tot-16d nail per foot. 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, , D EFp 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 drop ceilings and cove ceilings. p '! be installed with a foam sill gasket and cop-r-tex termite shield or approved equal, of N.Y.S.Residential Construction Code. `rte 3}.In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces T r-- tr under stairs shall comply with N.Y.S.Residential Code. n w 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ZiP Q? flame and products of combustion. FpA o 07?50 �= L% 0 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. R�FESSI NP