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HomeMy WebLinkAbout38404-Z *jAfFW,�;µ} Town of Southold Annex 10/20/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37218 Date: 10/20/2014 THIS CERTIFIES that the building ACCESSORY Location of Property: 350 Track Ave, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.-12-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/27/2013 pursuant to which Building Permit No. 38404 dated 10/10/2013 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: ACCESSORY POOL HOUSE AS APPLIED FOR The certificate is issued to Blados,David&Blados, Sally (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38404 05-22-2014 PLUMBERS CERTIFICATION DATED Au ' ed Signature �`'� TOWN OF SOUTHOLD �� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY �n�YSfL 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#: 38404 Date: 10/10/2013 Permission is hereby granted to: Blados, David & Blados, Sally PO BOX 228 Cutchogue, NY 11935 To: construct an accessory pool house as applied for At premises located at: 350 Track Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-12-3 Pursuant to application dated 9/27/2013 and approved by the Building Inspector. To expire on 4/11/2015. Fees: ACCESSORY $279.20 CO -ACCESSORY BUILDING $50.00 Total: $329.20 i 7 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 Aoroval 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. dimmercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submi4lanning Board Approval-of completed-site plan requirements. I& 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 I. 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,FBusinesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $106.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.000 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 House No. Street Hamlet Owner or Owners.ef Property: l� A. S ,a // Suffolk County Tsx Map No I000,'Section 103 Lot 3 x`SubdivisionMap.= Filed .,,. Lot: Permit No. Date of Permit Applicant:_ )a4<,,(,6 &L,<Ao� Health Dept.Approval: Underwriters Approval: Planning Board-Approval Request for. Tempor4ry Cerfjficate- Final Certificate: (check one) Fee Submitted: Applicant Signature OF SO�jyol. � o Town Hall Annex Telephone(631)765-1802 54375 Main Road V0 Fax(631)765-9502 P.O.Box 1179 roger.riche rt(a)-town.southoId.ny.us Southold,NY 11971-0959 COUNTi,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: David Blados Address: 350 Track Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 38402---38404 Section: 103 Block: 12 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Direct Connection Const. License No: 44943-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures t] TVSS Other Equipment: certificate for pool house and in ground pool to include, bonding, 2-pool lights, control panel,4-GFCI circuit breakers,1-time clock,2-switches,1-pump. Notes: pool house to include 3-paddle fans Inspector Signature: S4�� Date: May 22 2014 81-Cert Electrical Compliance Form.xls �oor4f SOUTyi6 TO N OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRIC jFINAL) REMARKS: � L71 4- c1l) -fj�P CA) DATE (� �' INSPECTOR ' SOF SOUj�, o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION DATION 1ST [ ] ROUGH PLBG. [ 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 422 DATE 1 INSPECTOR �. TOWN OF SOUT110LD BUILDING DEPT. 763.1802 INSPE�'i0 ON [/FOUATION 1ST [ L [ DATION 2ND ] INSULATION ING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICA ROUGH) [ ] ELECTRICAL (FINAL) i REMARKS: d�.E ���{�Qi!' V/ DATE � �3 INSPECTOR ''�`� Fl �i ._0`,_P Wd ,M.. . � IFA Mimi I� • #I'OWN-OF SO >>J y �' BUILDING PERMIT APPLICATION CHECKLIST „BUILDING DEP',K)l'tT1 'T 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. 0 7D Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined /O ,20 Storm-Water Assessment Form Contact: Approved /O b ,20, Mail for Disapproved a/c Phone: 1 6_�>( q Expiration /C Building Inspector ._ '�,, CATION FOR BUILDING PERMIT �Ep ? �n,� I Date_ �!-,�7 20 �3 I INSTRUCTIONS 1 a. Thi�op-an �lTcati©n MUST be completel filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plate plat plan to'sCa1e.F�+e ording to schedule. b. 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 inspe (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician, plumber or builder U .�. . Name of owner of premises ��4 /� l�C.��S S,A�/y �'�-j �.�. •o�S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3S-6 �� �9 House Number Street Hamlet County Tax Map No. 1000 Section /0 3 Block /.L Lot 3 Subdivision Filed Map No. Lot d\ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy C,�SS 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work t�u� f�� Sw�►- re, l,� (Descrioggy A o �s� 4. Estimated.Cost 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. 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 A. Rear lro Depth /6 Height Aa Number of Stories 9. Size of lot: Front.25/Q. c) -I-- Rear -,2'/o Depth / 9j' y 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-77- 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises A041t-- 4C-10-5 Address ADS d0410' 0",01-4'e\ Phone No. 7 Sy-3-90 3 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 06-1--NO * 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? * YES NO --- * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O> l,) 6L being S being duty sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is theL,p boas (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 performed in the manner set forth in the application filed therewith. Swom.tp,before meth' YA day of 2 Notary Public Signature of pplicant DEBORAH H.VAN Yodc \t GlueN din S�u(lnlic��y Connr�esion E�f�es Apdi 28,2016 SEQUENCE OF PROJECT: 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS.HAYBAIES.SILT FENCING AS REQUIRED.RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES.CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES-THE AREA IS CLEAR CLEAR THE SITE AT LEAST 20-25 FEET OF APPLICABLE)FROM THE PROJECT PERIMETER DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED.THEN RESEED OR REPLANT AS SOON AS PRACTICAL LIMIT EQUIPMEM TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED Al 11 FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-UNE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM,IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD RE INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL CONSTRUCTION DUMPSTER AND PORTAIAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT, 3 SOIL CONTROL EXCAVATED SOLLTO SE RETNNED ON SITE M INDICATED ON SITE PLAN.RETAIN M MUCH TOPSOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALLEYOF THE PROTECT SITE EXCESS FILL i0 BE SHIPPED OFF SITE CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS,ANY DIGGING WITHIN 241CHES OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL 15 PRESERVED,TILL THE SOIL FIRST.AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER PROTECT GBASS.TREES AND OITIM PLMITS WHENEVER POSSIBLE, EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK A).IF THE DEPTH OF EXCAVATION I6 FEET OR LESS.OVER DIG BY 3-4 FEET. B).IF THE EXCAVATION U DEEPER THAN 7 FEET.THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SNORING. HILLSIDE IXGVATgN:EXCAVATE THE HILL BACKTO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SRT. 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCHON.GUTTERS AND DOWN SPOUTS TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC.WATER GAS.ETC.)TO BE INSTALLED- 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. E N O F ( N / 0 F FJ. SELTZER , IRENE O. SPILLANE I N5 45025'20" W 240.000' Vol o W a � U Z 8'dia,2'DEEP 8'dia,4'DEEP 16.0' DRYWELL DRYWELL EX PROP. F`I . o W W W POOL% 0SHED j w HOUSE W 56.0 — POOL EQUIPMENT 0 (TBD) — � LL •• �'P P4 v 53.0' ,° N EXISTING SEPTIC 0aU LT PROPOSED POOL (MAINTAIN 10SEPERATION 0-4 PER SCHDS) A E-4 14' o N N 0 / F N / 0 / F o EMALINE PETTY JOHN &BARBARA HAPONIC EXISTING 1 STY. 3 FRAMED HOUSE 5 J14 �Q- N p. P. - �WINDS r ! i bi FOL.LO" (i �i,SPEr'I le,��. 1. FOI, ESTIMATED GROUND DISTURBANCE: i I^) i01V -T�VVO - iU' EJ FOR 43RED C�.NCF'.._�I E 4000 SQUARE FEET 2, ROU H-10AMING,PLUI'';F;i'NG, EXISTING HOUSE: 2368 SQ F.. 5.0 % ST[R PING, ELECTRICAL & CAULKih Fl D PORT-A-IAV TO REMAIN 3. INJU TIIJN EXISTING PORCH: 65 SW. FT 0.1% DRIVEWAY 4. FINN L STRUCTION &ELECTRIC ON SITE FOR DURATION OF CONSTRUCTION MUS B 'COMPLETE FOR C.O. DRAWN BY: ]R EXISTING SHED: 130 SQ FT 0.1% ALL CON 3TOCTION SHALL MEET THE /� IO CONSTRUCTION DUMPSTER ` ' DU TO REMAIN E AIINONSITEFOR TION REQUIR MENTS OF THE CODES(DF N. (—n ...p YORK S ATEJNOT RESPONSIBLE FOR eptember 24, 201 -p PROPOSED POOL: 928 SQ FT 2.0% IV DESIGN R4GONSTRUCTION ERRORS. �. PROPOSED POOL HOUSE: 256 SQ FT. 0.5% `�-!' �_ SCALE: (SEE PLAN) TOTAL: 3889 SQ FT. 7.7% r�OF NQ, Dcfp y0 1390.501 � �� �� SHEET IofrJ a o Q I fl S 44 42 40 E 240.020 y � T R A C K A V E N U E ra F P �� o��� II . SITE PLAN SCALE: 1" = 20'_0► - - - - - - - - - - - - - - - - - - - - - - - - LLJ O 0 A w 00 co ' o u EAST ELEVATION NORTH ELEVATION SCALE: 1/4" V-011 U SCALE: 1/4" V-011 C) A �0 - - - - - - - - - - - - 0 00 00 zo DRAWN BY: JR, September 24,, 2013 77,77 7 7 77777777 =C+a SCALE: (SEE PLAN) f-0 F WEST ELEVATION CD CD J. D ������ SCALE: 1/4" V-0" SOUTH ELEVATION 'k- SHEET NO SCALE: 1/4" l'-O" i0i 161-011 161-011 SIDING PER OWNER 12 ; w/UNDERLAYMENT - 8"CONC.BLK.WALL ON 1/2"CDX SHEATHING O MONOLITHIC POUR FOUNDATION 1 ; ; 2X4 STUD WALL @16"OC 'q- (SEE SECTION 1 1 1 I K 1 1 1 1 O M , 1Ck11 = 0 - I x 11 11 O X O I + 1 1 N 1 _ oc 1 1 1 1 O 1 1 1 1 1 11 11 11 11 1 1 1 1 II II - O 11 II O 1 O O 1 1 1 2X10 DF#2 RIDGE �p = _ 0 - 1 1 1 1 ll x - _1 1 1 1 1 Q () 1 1 I 11 LLJ 00 1 1 t 1 X 11 I 1 N aO 11 11 v = d x 11 1 1 op 11 1 + N en 1 I 1 1 11 11 O ;::T M 1 , 11 O 11 11 O � O C 1 1 1 1 1 LC1 11 11 1� -------------- ------------------------- +i (2)1-3/4X9-1/2 ML HDR. (2)1-3/4X9-1/2 ML HDR. -; ; i;i TW3032-2 TW3032-2 1 1 1 1 111 111 J '� 1 Icc x 16'-011 rN 41-611 71-011 41-611 II II I I 1 1 111 111 0 w� I 1 I I I11 161'011 1 1 I I III III w 111 II II � O I I 1 I III I11 1 I 1 I III � �III 11 I I I11 w w I11 11 I I III m m 111 _ 5^,� f 1 12 I I III J J III O 1 III 111 4-1/2 �%' i i I n - GO 00111 (V I I I I I11 111 I I I I III X X tll I I I I III 111 0 V 1 1 I I 111 m n'1111 141-011 I I I I 111 111 1ryI1 I I 1 1 111 v ry 111 � L ' 1 1 I I 111 111 1 1 I I 111 111 — — -----------" O � 12"dia,CONC.PIER + O - , ------------------- w/24"X24"X12"CONC.FTG. (3)1-3/4X1,-7/8 J ML BEAM ; ; 3 BELOW GRADE (TYP.) T 0 12" FJ COLUMIN w/ ROOFPLAN 6X6 ACQ POST(lYP.) (D SCALE: 1/4" = 1'-0" FLOOR PLAN CZ. 1).INSTALL 2X6 DF#2 COLLAR TI ES AT 48"O.C.. SCALE: 1/4" = 1'-0" 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 412 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT _ — _ _ _ 5). ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 2X10 RIDGE 12 3- �+8 • •1 p4, ID ROOF AREA 522 SQ FT f I % 9 I 1• i I i li 12 1 1 f I f l 1 1 4-1/2 100% RUNOFF,2" PER HOUR: } ( AI +/- 87 CU.FT INSTALL:8'dia.,4'deep DRYWELL 11 w t 1 ) 2X8 Q @16"OC _ (169 CU. FF.CAP.) �) i i ; , - ^ —- - — ---- 2X6 C1 916"OC 0 DRAWN BY: JR f t i j 1 (3)11-7/8 ML 1 September 24, 201 1 1 n° � FG COLUMN SCALE: (SEE PLAN) 1 1 00O; F�1��i 6X6 ACQ POST J- %D� � A. SHEET NO 0Q. PATIO f f J D V v I ) o p a o• 4"CONC.SLAB a o• O 12"dia.CONC.PIER o a 6X6 10/10 WMM o a � - — WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL d e 11_011 :PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTEMON(IF NOT USING IMPACT GLAZING) wm"mz"oassxwc,oxr "xe nmxwxwao"suwruwoa"sllu nw rweswm.xmn+r womea ,i« —— —— 24"X24"X12" xNmax r.xamw"v1 rgr suueE amwrxmaxe"xe x"n.rax m orFwronv"siwveumwc vxessuuee soon ro xm� x1=.x —x . CROSS SECTION roux.xrox .,µ. ,,x „oxx . xk,,,T ,.aroCONC.FFG. xUS IDWNxAna 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 MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD c BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST 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 uj BATH/ PA T CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION S UBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1 ST.FLOOR.CONNECT THROUGH JALL OPENINGS LSTA12 1-1/4"x12209a.STRAP APPLY TO EACH JACK STUD I ROOF I LSTA24 1-1/4'x24'20ga.STRAP APPLY OVER RIDGE TO EACHI RAFTER I 2x6-2x8 LS26 118ga.SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD. FE-dP—ENINGSI RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS21 D 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC Ap WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN zSIDEWALL FLASHING VENTILATION WOOD JOIST • FOUNDATION TOP PLATE BLOCKING W - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING SUPPING TO BE ATTACHED TO WALL STUDS @4V'OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST [� AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA ^ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD NOT LESS THANMINIMUM NET 1/154 EE OF HE LATING AREA AREA 0 GUTTER INSTALL 4'0"O.C. / .+ ROOFING TO AVOID SOAKING - WOOD GIRDER !�1 + THE SPACE VENTILATED. ALL OPENINGS f"J 4'-8" LSTA24 1-114"x24"20ga.STRAP AND JACK STUDS + SHALL BE COVERED WITH CORROSION ONTIN.SCREENED VENT V ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH LONTIN.SOFFIT/EXT.PLYWOOD W O INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'A INCH IN DIMENSION. SOFFITED EAVE x W-14" LSTA30 1-1/4"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 SPILEO AND INSTALL 4'0"O C ACTION P4 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-118"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ON ALL OPENINGSKEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL cim 2ND.FLOOR WALL +' OF FLASHING cna `+'+, ROOFING LAPS BASE 0 V ��— FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING v J SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT +� WOOD JOIST TOP PLATE O 111����1111 50E WALL FLASHING GIRDER/HEADER Pq 1ST.FLOOR WALL SUPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST O 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 0 INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4--8" LSTA36 1-114PREVENT CAPILLARY ACTION PRE-MANUFACTURED "x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS KEEP SHEATHING MIN.1-1/2" CONNECTEACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTERIPLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TOTHE PROPER STEEL CONNECTOR. 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS DBL.SILL PLATE TERMITE SHIELD /-----SUBFLOOR SILL GASKET =_ ;<�' WOOD JOISTS :� NEOPRENE TYP.CONC.FOUNDATION CONC.SLAB C ^ 6 MIL.POLY GASKET - -^�� i I 2x6/2x8 CONTINUOUS WOOD PLATE MIL POLY OOF EXTERIOR GRANULAR FILL V, BOLTED TO STEEL BEAM WITH � EMIL POLY ON EXTERIOR V STEEL COLUMN c q -' i I 1/2 "DIA. BOLTS*48"o. . STAG. ' p A q I q D` D C ROOF JACK D CONC.SLAB o `, ° ` I`\�� `� u u STEEL BEAM e � !' ^ COMPACT FILL o !a V `�� 4" x 1/4"x 8" STEEL ! ` ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING D V / " q CONC.FTG. FLASHING AT WITH 1/2"x 6"ANCHOR BOLT —► `p Q`p L D' 1/2"GROUT o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP (USP LBPS58 OR BP583) ` p REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT - ( 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS - C 10 KIPS J SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - CRAWL SPACE OR FOUNDATION 1 STORY 72"OC -' SILL PLATE TO FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL BEAM DETAIL TYPICAL CONC.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 WALL BOTTOM PLATE TO FOUNDATION DRAWN BY. R SLAB-ON-GRADE 1-2 STORIES 57"OC ROOF JACKS 4 VENTS DETAIL CONC.SLAB I r SUBFLOOR September 24, 201 6X6 10/10 WWM DOOR FRAME DOA AC-, COMPACT FILL � pODR I USE 2X8 JOIST SCALE: (SEE PLAN) i - - I BUM 4"SLAB q FOR BLOCKOUT STEEL B_ P.T.PLATE W/6X6 WMM SLDOPE 1/2"AIR SPACE �` � t p• . e 4 RIVEWAY—lb. NOTCH JOIST AND ADJUST H GHTOF AT END AND Q, �c 7 1/21 .� . n �� ES OF WOOD n o (WITH A NAILING PLATE IF NE /�- - - B X 1/2"0 IGHER D i' GRADE q zr-=--zr-=--� •. • • • TO EAPRO . OR AFS E. 6X6 W.W.M. e r r"° BEAMS _nl n C 4� �.Q .Q — (PROVIDE STSTEEL RAPPING P INC TOTO OW F KEEP JOH _ �Y SHEET NO NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMIUM G y^�� fn S F 40R "W C�I q REINFORCING BAR - - _ NOTCH EQUALS 1/4 DEPTH OF BEAM D > ° )16', .C a REINFORCING BAR DRAIN TILE I� 12" �I ° SHEET METAL/30*FELT UNDER BEAM AT POINT 4 L)' o ? 2 '`r`' a e OF CONTACT WITH CONCRETE OR CONC.BLOCK a E �8 Flo+L TYPICAL CONIC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)*4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. „ ° 3 SHIMS TO LEVEL BEAM , ) REINFORCE FOOTING WITH(2)-4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE'�IER' NOTES1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLA551FICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL MAIL NOTES BUILDING USE RESIDENTIAL DWELLING 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 BUILDING HEIGHT TOP PLATE IV WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL $Q- FT. OF CONSTRUCTION CEILING JOIST 8'WALL:3-8d COMMON EACH 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: 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 TOE-NAIL 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 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 CURRENT SBC HIGH 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 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 . PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 ATTICS w/o STORAGE 10 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 UJ 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 2-16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 V (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 WALL FRAMING: 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 NOTES NAIL NAIL GAURDRAILS (ANY DIRECTION) 200 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 QTY SPACING 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 EXPOSURE CATAGORY OP PLATE TO W 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, T 2-16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE r '� 5).Refer to the Window and Door schedule for exterior openings. corners. 4-16d COMMON v INTERSECTIONS 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 O.C. NAIL EGRESS Sym.- Z 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 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 HEADER TO 116"O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL (SMOKE E CO2 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specked in table 3.15a-b. TOP OR BOTTOM 2-i6d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION rT, 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK h+�l 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type IIexterior shearwallsshall meet the requirements oftable 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA IST,2-16dCOMMON length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD w 1).The General Contractor and Mason to review plans,elevations,details and notes toFLOOD determine intended heights ofFRAMING: W O finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS:Allowable sidewall lengths provided in table 3.14 shall be permiSNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERL RED HAZARDS W tted to be increased when FLOOR NAIL (NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED �1 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 Qom. SPACING NATES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 110 B SEVERE 3 FT. 11 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST T0: 4-8d COMMON CIO PER TOE TO HEAVY MODERATE 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 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE 1-4 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 TEND NAIL SHEATHING LOCATION NOTES 't r , be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD t� v BLOCKING EACH TOE H 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 0 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST TEND NAIL poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTH FIELDS) p g 9• BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. to be minimum 3-112 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 SILL OR TOP PLATE 3-16d COMMON BILOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top it the beam or slope connectors shall be attached to each rafter-to-ridge 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. Sd COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18'x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JIOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER IPER TOE NOTES PP 7).Dam roof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 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 ACO pressure treated lumber. BAND JOIST PER END All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON the below grade portion of exterior walls prior to backfilling. 9 9 TO JOIST 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, BAND JOIST TO: I PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O 8).Drainage as per town and N.Y.S,Residential Construction Code. 2).Girders for deck joists to be hefted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shalt 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. F RAM I N G NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF E I N For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. NAIL 06M 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 QTY SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For 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. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURALPANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC 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 SEE NOTES:1,3(BOTH FIELDS) otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM WALLBOARD 5d COOLERS 7" O.C.EDGE 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 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).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 41 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION Off, SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and yP 9 8dCOMMON PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGIE O.C.FIELD G>0.49. Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with PLYWOOD 6" 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 G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. DOE Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. FIELD on plans. WALLBOARD 10"O.0.FIEILD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 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 under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, OINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY J provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 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 W COMMON 6"O.C.EDGEEXISTING CONDITIONS. MINIMUM 3000#CAPACITY. /p� p needed. HVAC SYSTEM NOTES 1"OR LESS 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X.SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. DRAWN BY: ]R 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is res onsible for adhearin to all applicable codes and safet NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing rade plywood.Plywood to cover over plates and headers. P 9 y 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9 9 P y`N l^H p requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF' FIREBLOCKING REQUIRED September 24, 201 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 MENTIONED IN SCHEDULE NOTES ONLY. 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) equipment supplier. 1).Nailing requirements are based on wall sheathing 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. 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 sheathingl Firebloddng 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 W on-center at the panel edge to obtain higher SCALE: (SEE PLAN) 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 `P 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 5 J. D 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. �. �� Fc o C� 2).When wall sheathing is continuous over connected P SHEET N O approved equal.Flat roofs shall be applied with a Fiberglas base sheet Na with an EPDM U torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permiftted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Pk , to be reduced tot-16d nail per foot. m 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. Z 1=•� r'r be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ~ r �r 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. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SFS 100, flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. 0