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30991-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32134 Date: 01/11/07 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 3395 ALDRICH LA LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 124 Block 1 Lot 3.1 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 2, 2005 pursuant to which Building Permit No. 30991-Z dated MARCH 7, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to THOMAS H & JOAN MAY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2067921 10/13/05 PLUMBERS CERTIFICATION DATED 01/08/07 K&K PLUMBING & HEATING thorized Signature Rev. 1/81 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 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 lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. I£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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, 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 D//ate. / —/o— D '7 New Construction: Old or Pre-existing B ilding: ✓ (check o�nne)(� y Location of Property: 3 3 9S 722 CSC f � ! "I )1 Q q House No. (�Street Hamlet Owner or Owners of Property:?hf)y- -� CL �XT(3�✓� �Y�� Suffolk County Tax Map No 1000, Section a Block Lot 3 Subdivision Filed Map. Lot: Permit No. �1yO Q�] Date of Pernut. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $A 5. 0V Applicant Signature �3a13� O rJ�rJdJ�tJrJrJ�rPrlcPrJrJrJrJrJ�ilcPrJrJ� r larJ�rJ� r l cP cP rllgJ�l� MPiNil J cP�Pr PfcJrJr l�r�r1cJrJ O ISD BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by c5 55 REP ELECTRIC5 SCOTT MAY C�c P.O. BOX 635 3395 ALDRICH LANE 5 MATTITUCK, NY 11952, MATTITUCK, NY 11952 c� Located at 3395 ALDRICH LANE MATTITUCK, NY 11952 c� Application Number: 2067921 Certificate Number: 2067921 5 e 5��555 Section: Block: Lot: Building Perm it:30991Z BDC: ns11 1, Described as a Re5i0ential60Q-1199 sware ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described belgow, located in/on the premises at: S 5 5 (, Basement, First Floor,Outside, e� 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of 5 October,2005. 5 NameTAY Rate Rating Circuit Type 5 C,5 rj Alarm and Emergency Equipment S Sensor 1 0 Carbon Monoxide 5 5 Sensor 3 0 Smoke 5 5 Appliances and Accessories 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Wiring and Devices 5 5 Outlet 24 0 Fixture 5 5 Fixture 24 0 Incandescent 5 5 Outlet 29 0 General Purpose rL,] 5 5 Receptacle 16 0 General Purpose Switch 20 0 General Purpose 5 5 Cj Dimmers 3 0 5 Receptacle 1 0 20 amp Laundry S 5 Receptacle 1 0 30 amp Dryer 5 5 Receptacle 2 0 GFCI ce5 5 seal 5 5 �5 I of I c5 P,1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 OLPLrJCJ'L3r PLPLrE3ncnrJ�rJ�rJr�rJ�cn rJ� rJ�cnncn�n c l� rJ�rJ�rJ� rr�rr�ncn rJ� �ncn o Town Hatt,53095 Main Road O Fax(631)765-9502 P.O..Box 1179N4 Telephone(631j 765-1802 Southold,New York 11971.0959 BUILDING DEPARTMENT TOWN OF SOUMOLD CERTIFICATION Date: f O e-) Building Permit No. -30 9 9 IL / (honer. Tho m w s frA C'./ (Please print) 023 5 I -to Plumberof n f (Please pri t tend. I certify that the solder used in the water supply system contains less than 2/I0 of 1% (Plumbers Signature) Sworn to before me this . dayof 20 69 7 Notary Public, County LINDA J COOPER NQTARY PUBLIC,State of New York („=p 144 QIC04822563,Suffolk C�o�un�tY, TjWM Expires December 31,"�{-Y FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30991 Z Date MARCH 7, 2005 Permission is hereby granted to : THOMAS H S & WF MAY BOX 254 ALDRICH LA LAUREL,NY 11948 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3395 ALDRICH LA MATT/LAUREL County Tax Map No. 473889 Section 124 Block 0001 Lot No. 003 . 001 pursuant to application dated MARCH 2 , 2005 and approved by the Building Inspector to expire on SEPTEMBER 7, 2006 . Fee $ 150 . 00 lAi�thoiized Signatur ORIGINAL Rev. 5/8/02 OF SOUTy06 30111 z #0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ] FINAL JeQ.. ', [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS111WI NI [ ] FIRE RESISTANT PENETRATION REMARKS: V 1 DATE � - � ° - ° 7 INSPECTOR pF SOGTy�6 3 ° l l ) 7, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [X FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ /]AFIRE RESISTANT PENEMTION REMARKS: „ eL l -3- 07 DATE INSPECTOR �o�aoe soN9 Nwwclwow*0,4 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST / TROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:— Y DATE a ������ INSPECTOR /�� ho��OF SOUTy�6 30911 z #©� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: W4,4 DATE 3 - OS INSPECTOR- " ho��oF souTyo6 3 o9gl "Z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ���a �� INSPECTOR JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 Date: January 8, 2007 To: Town of Southold Building Dept. Ledger Beam May Aldrich Lane Mattituck,NY Permit# 30991 To Whom It May Concern: A Ledger beam inspection was preformed at the above-mentioned site, and it is deemed that the Ledger beam was installed as per manufactures specification and is designed to be poured as part of the concrete foundation walls and meet all state and local building codes. Any other questions please call. S cere we C) % James J. Deer s JAMES J. DEERKOSKI,P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-5506 To: Town of Southold Re: Dampproofing �� ! May 62 J 3395 Aldrich UL ' a D; DErf. Laurel,NY To whom it May Concern: After a inspection of the above mentioned house,the damproofing was installed correctly and meets all state and local building codes. Any questions please feel free to call. of NEW y gP�y�.DEEoq� 0 cerely r Cr w y Jame e o ' P.E. N�O��O. 11725� v� ROFESSION FIELD INSPECTION REPORT DATE COMMENTS wV FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) z DL W J11 y o %7 ROUGH FRAMING& y PLUMBING . ..0.62_ -_-- -- �r- 21 }� x INSULATION PER N.Y. STATE ENERGY CODE --- - - ------------ ---- . --- 14--C e2 FINAL ADDITIONAL COMMENTS / p ; OK � z m � d ro y TOWN OF SOUTHOLD PROPERTY RECORD CARD 003„ .. 0-% ., OWNER STREET VILLAGE DIST. SUB. LOT 71-lo m Ns . S Mg/.+ w F FILD,f/ Z4,v,6 L /,�u,pE l/ Esc�i/3LD FORMER OWNER N E ACR. bis— -PIC? ALL.9.vr /. /P3 n S W✓ TYPE OF BUILDING S �l9THL O K. iNN/C f� . /Nroic IES. �D SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS /500 /Too ;2/2.2/74/ 10-173 3 ZJRd �4sin -rqzg.,Vo % T HA wF. lSoo 00 moo a 3Q 76 3 is 1 a,17d�,� -w 7Jw fS c 'y'� ooc . S-00 SS 1 b D D ✓ 1/111317 7 Gfl -1 9- 3- na? Ri Alable FRONTAGE ON WATER Voodland FRONTAGE ON ROAD �Q ` %odowkktd DEPTHI/ 34 o louse Plot BULKHEAD 6tal ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■■N■■[Efolmm■■I■■■■■■■ ■■■■■■■■■■■lq2■A■iltl■■I1]■■I■■■■■■■ ■I■■■■■■■■■■■■ S:1■■■■L�i�■■■i■■ ■mss n � � 011 �� s■� 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 www. northfork.net/Southold/ PERMIT NO. I-?-- Check Septic Form N.Y.S.D.E.C. �. Trustees Examined 3/7 20 ) Contact: Approved 120 Mail to: Disapproved a/c p ' .SZ4 Phone: Z 9p ✓ Expiration -20 r ---7 .;( - u � Building Inspector ----���.._'------_�- ou - 2 as ,_ APPLICATION FOR BUILDING PERMIT Date d Z /&or , 20 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 hispector 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. V/mlGLQ ll2M�,� (Signature of applicant or narde,if a corporation) 33*5-44t4�,A c" daa4bV y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises T�t��J R,0�`7 (As on t1te 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: 33.9 S" Ac 02 "c f-f c 4-;.Ll r- L 4-("tee L- House Number Street Hamlet County Tax Map No. 1000 Section 19 4- Block--q Lot 3 . 1 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Y1416 LE Vii¢ 4f I C,v /e,/,- b. ! /,-b. Intended use and occupan 3. Nature of work (check which applicable): New Building Addition__Z< __Alteration Repair Removal Demolition Other Work (Description) 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. SE E- Pc /t7-) S 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 1 - spa;, 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 `SEE- .S Rear L Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated r 5'- y 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NQY1 Will excess fill be removed from premises? YESY NO 14. Names of Owner of premises Address Phone No. Z 96P- 5Z45'- Name Z¢,SName of Architect /NKK J'c6,�v/P2 r_ Address Phone No 7 3 4 - 4 ?-5- Name .SName of Contractor Address Phone No. �/' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO /� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYREQUIRED. 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. STATE OF NEW YORK) SS: COUNTY OF r'_ ) JOW-S /Y/A / being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing cont ct)above named, (S)He is the ow-q-per (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. Swo to�efore me thi f n- day of GrA 20 6 S of Publ' Signature ofApplican MELANIE DOROSKI NOTARY PUBLIC,State of New lbrk No.01004634870 Oualified in Suffolk County 1`r D Commission Expires September 30, BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 3 /4 /04- APPLICANT: 04APPLICANT: '�--.nom%`yu- DATE SUBMITTED: /:2� /OXO SCTM#DISTRICT:1,000, SECTION: 1 Z+ BLOCK: i ' LOT: S• i SUBDIVISION: . ADDRESS: 'ate A ar-tc-, CITY: ZONING DISTRICT: ✓ CONFORMING? _ BUILDING PERMITS OPEN/EXPIRED: PRE CO.,Y OR N BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- ,INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any tirpe after 7/1/8 .REQ. LOT SIZE: ACT. LOT SIZE: /,IJYA REQ. LOT COV. ACT. LOT COV. REQ. FRONT ' � PROP. FRONT ✓ , REQ SIDEACT. SIDE :/ REQ. REAR 1.�o PROP. REAR REQ. KEIGHT PROP. HEIGHT PROJECT DESCRIPTION: AD4?5-1&T5- -VD 5/2� ESTIMATED PROJECT COST: — - A- CI /ENGINEER: ,t, ,P�e�, WATER FRONT? DESCRIPTION: PANEL # FOOD ZONE:_ APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orcle(BED #): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y 0110 NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or to DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE__/ / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or ,, DTE: / �_ PE64IT#: TOWN PLAN. BOARD APPROVAL: YES or DTE / /_�T'ERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: , SF FEE FEE FEE +$ _$ 2. ( SF)- SF)= SFX $ _$ +$�....�_ +$ _ $ 3. ( SF)- ( SF)= SFX $ FINAL TOTA r NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE: ' ,: Y/N SNOW: Y/N SEISMIC: YIN WIND: Y/N WINDOW ANIP:D.UOR SCHEDULE: MIS9IJ JVS'T REQUIREMENTS: Y/N l EGRESS 5.7 S.F.: Y/N l LIGHT 8%: Y/N / VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) p n 139 73' O pO O M W 0 O� M 0 1D n Z 52.00' ------------ 0 ------------ im. ,.,• -- 43.T -- 9 i n n ALDRICH LANE o n1 rHrs PLAN AN METES .9�� 6au�vaJ Jrc'fr� SCALE: 1" = 40' SUR✓E t3 a✓moi yaunaG t ° 041 bS/ of/47 / Sc TM#sono- 124 -01 -3•1 Y K t� a �� r Jan 05 23 O7: 59a Suffolk Cement Products (631 ) 727-6211 P. 1 n LEDCFH MUM The ICFLC,ICFLC-W,$ICFLC-CW ledger connector system is engineered to solve the challenges of mounting steel or wood ledgers on insulated concrete form(ICF)Walls.Simpson's r'I-n'p ledger connector system is easy,Quick and versatile to use.The perforations in the embedded leg of the ICFLC permit the concrete to now around it anchoring the ICFLC securely within the concrete. The exposed flange provides a structural surface for mounting either a wood or a steel ledger. MATERIAL:ICFLC-14 gauge;ICFLC-W and ICFLC-CW-16 gaups. FINISH;Galvanized. r-- Patent INSTALLATION:•Snap chalk line for bottom of ledger 'fi•- x; '-� Pending ','; f •Mark required on center spacing. n , •Cut vertical keds at marks. •Insert ICRC low •Place CanCl'81e. ICFLC.W "t : laa6` �' hYI• •For Steel Ledger.Position steal ledger against ICFLC. F a"•� , •Attach with three 1/4-140/V#3 drill pt.screws(not provided). 2Wa' ICRP Cw +'i Minimum screw shear capacity is 750 His. I'y" •For Wood Ledger:Slip ICFLC-W underneath wood ledger. — •Attach the 6 D3 screws(provided)partially Into ledger,starting at the bottom of the ICFLC-W. ICRC I •Position the ICFLC-W or ICFLC-CW With the ledger against the ICFLC-W and ICFLC-CW ICFLC,and drive the screws through the wood and the ICFLC. d COMPARISON CHART Bolla ICFLC Maximum t ' 2i4" r r l 12'o.c.spacing Better o.c.spacing in ICFLC Installation most cases Side View r b Pressure-treated Pressure-traatmti Is Requires 3 screws •"K rd ' { wood ledger not necessary of each localism °Caary� k Labor intensive Quick and installs in fable provides on - less than half the time. centerspacing. v Protrusions as Flush mount-no Typical Steel Ledger a safetyIssue Installation with ICFLC protrusions to hook on. (minimum 16 ga steel ledger) t SPACING ON h IFFERENT Js e L 14 go GAUGE STEELOLEDGERS: F U t ' This example shows ICFLC $ spacing to replace W'diameter Anchor Bolls lad at y yi;P; 0 Is 01 o.g.an 14 pa andnd 16 16 pa steel l �.)� logo ledgers. MISINSTALLATIONI ` -r-3-4 ICFLC These tables address vertical load applications only. .n,.. — 3 Ledger Model Allowable Spacing to Replace Anchor Done-'-' a' Type No. Down Loatle - K`Dla.Bolls at 4a•Dia.Bolts el (Ibs) 12` 24" 36" 44" 12' 24" 36" OB• OF/SPF ICFLC wACFLC-W 1920 4' 4' 4' 4' _3'-9" 4- 4- 4' a , LVL_ ICFLC w71CFLC-CW 1920 4' 4' 4' 4' 3'-6" 4• 4• 4• ICFLC•W H (0)0538_)16 gat ICFLC 2060 i'-3" 2'-3" (o.Ofi1T)14 ga' ` ICFLC 2060 1' 2' — 9' Ledger Model Allowable Spa NngtoReplace Anchor BDR13"•e Down Londe Type No. (Ibq 12)Ve"Dia.Boils at 4:"Div.Bolls al 12 24` 90" 48' 12" 24" 36" 48" R *, OF/SPF ICFLC w/ICFLC-W 1920 1'-9" 3'-9• 4' 4' 3'-6" 4' 4' 4' _LVL _ ICF_LC_w/ICFLC-CW_ 1920 1'-9' 3'-6" 4'_ 4' 2'-9" 4'--4—' 4' r (0_.054')1fi Bae tr.Fl C 2060 — — — _ _ _ — — (0068')14gall .._ICFLC 2060 — — — — — — — — I.Minimum steel ledger specification Is A-653 SQ Grade 50. ICFLC-W- 2.No load duration Increase is allowed. (For Wood Ledger) 3.Spacing is based on verNcel load only. 4.For steel ledger,spacing is based on a combination of ledger gauge and anchor hell diameter . Spacing is closer for a 14 gauge ledger In order to achieve the equivalent bolVredger capacity. Typical Wood Ledger Installation 5.Minimum coincide compressive strength(Pct is 2500 psi. with ICFLC and ICFLC-W 138 6.The designer may specify didarent spacing based on me road requirements. (ICFLC-CW!!or LVL!arinPrl REVISIONS: 26'-4" 0'4" DN M14TO 14 \ C24 � ��� GE TEMPERED GLASS �:i�`:5 . ,2 1-3/4X9-11 — MICROLAM - S CATHEDRAL w o CEILING • u U MASTER BEDROOM ® BATH O -CARPET- b Ez 16'-0" POST TO - E 1fy., RIDGE W.I.C. I -CARPET- - �LC. 0 FT CEILING I 4"1 fu z EXISTING 1 2'-21/2 DECK - - - - - - - W.I.C. q N a -CARPET- ^ Y 4-1 n' W.I.C. o 3'.0•• -CARPET- ED ¢ Q W W v / L DR RM. -W003D -WOOD- O s 4-J L 3'-1 1/2" 13'-0 1/2„ i Q r,fir 1 SII 10 1/2" - _ _ _ - - - _ _ _ II - / EXISTING BEDROOM / KITCHEN Iii -CARPET- -WOOD- 00 Ii 00 0 � Z FAMILY ROOM ❑ j 1 O U (CATH.CEILING) u 2 a � Q }j rn � ® � tM•t EXISTING MUD ROOM �/`jam � `R' �'➢a A\�. DRAWN: MH/MS NEW WINDOWS&DOORS �5, SCALE: 1/4"=I'-0" CT 1'�`I all) HE ANDERSEN BRAND, JOB X. 1S 1 . FLOOR PLAN Y �OR:TERRATONE 1�J DATE: 02/02/05 USE 2- 10 o DFM2 HEADERS y\'ro "/ SHEET NUMBER: SCALE: 1/4" c 1T_0u UNLESS OTHERW6E NOTED SCALE: A-4 REVISIONS: - _ - _ _ - _ _ _ -POST - - - — - - - - - - - - - - POST _ _ _ _ _ _ _ _ _ _ _ _ _ � TO RIDGE I I I'll 711, I , I I 5 I I � I 4 u la 16 m � POS TO I RIDGE I t+ - I I I I I I I I I I I I I I I I I Q I I ^^Lll W 5- - - - V112" — - - - - - - - - - - - - - — - - - - - — - - - - - - - — - - O 00 Q III BE IOUSE/ALV. LAGS �RS EA RAFTER I I I I I j O u +_' I I /� Q � •y M I I C M I I G I I I epi ft'A ?, � DRAWN. MH MS o SCALE: 1/M1"=1'-B" 4 r..' ]OB#: ROOFPLANh� h1d Y 4 DATE: 02/02/05 0,`J�4 SHEET NUMBER: SCALE: 1/4" = V-0" d .a=,.......fi^ A-5 REVISIONS: RIDGE VENT ALTERNATIVE FOR OPENING PROTECTION 3/aX,6 GRD _-- - - ------_---- - ------- ------ --- TABLE 1609.1.4 _ _ _ _ _ _ _ "- - - - AM MI -_ — 2 LAM WINDS ORNE DEBRIS PROTECTION FASTENING — — RIDGE Be SCHEDULE FOR WOOD STRUCTURAL PANELS =- -� - zx6coL nE ae'roc -" "y ROOF. Illi. _ _ — __ 0ya 1,00 ASPHALT ROOFING FASTNER SPACING HNCF[Sj -- POST •00 BOF 15#FELT UNDERLAYMENT FASTNER PANEL SPAN 2FEET<PANEL FEET<PANEL BFEET<PANEL _ _ TO~II 0.@1G xzR - 1/2"FIR COX SHEATHING TYPE <2 FEET SPAN<4 FEET ISPAN,BFEET ISPAN,BFEET — RIDGE 2-1/2"#6ifi i6 72 9 -_--- - gPPV ROVIDE MIN.1"AIRSPACE C WOODSCREWS BETWEEN SHEATHING&� 2-112#8 16 16 ifi ± 12 2XB DF#2 Cl @16"OC I I INSULATION WOOD SCREWS - - ' — - WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM - FXr6woR WALL: PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN SIDING AS PER OWNER ONE- AND TWO- STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED ® ® 1313 ® ®N ®® _ UNDERLAYMENT OPENINGS WITH ATTACHMENT HARDWARE PROVIDED - 1/2"COX SHEATHING „ (REFER TO SECTION 1609.1.4, 1609.65 AND TABLE 1509.14) - - �~ 2x4 DF#2 STUDS@16"OC N m ONm w INSULATION: m Z m 0 - CEILING:R21 u - WALLS:R13 WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FLOOR'BID FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS - Ba^suBFLooR ( MAXIMUM MEAN ROOF HEIGHT. 35') -- -- SILL: WI80 16"WOOD-1 IRIFOC 2X6 PT PLATE o. TERMITE SHIELD -- SILL GASKET SHUTTER ASSEMBLY h N.T.S. FOUNDATION: FOR PANEL SPANS S"PC WALL 0 < 4'0 WIDE SPAN - DAMPPROOF EXTERIOR W/ 6-MIL POLY BETWEEN GRADE C Z 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD i;- &CONCRETE WALL 0 O (OVERLAP AROUND OPENINGS 4") 4-J ASSEMBLY L ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ e L 0 #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL a WOOD SCREW @ 16" O.C. .. (STEP)..' . . . .. p"GONG SIAB., ..-. �:. 90'X016 Z NG. "CONC.FTG.W/ z-xa CONT.RE-BAR ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: Z #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) SECTION A-A MACHINE BOLT @ 12 O.0 `^r 0 O SCALE: 1/4" = 11-0" o 0 4-J G W NUl Ul a FLOOR DRAIN CAP 8" MINIMUM CONC. SLAB GRAVEL IJ•' ��� .tCSki �t..�- a t.w...s 'A.FF -aTl@3�i.'.:.. I II . �•!<`�l�`f�r�•rC�S`xr4 0 ° o ,•'raj*��`P```��`:r�`�F I�'' I•I" MULTIPLE SECTION ASSEMBLY: %%�� � o ° 0D�2Y 1I 1I 1/4" THICK BOLTS @ 2' oc „�650IL;iE„�<� ° ° ` WEL o �. <�V�IroP�•!<•a 0ul ;'l�PZ���P�P�•r�,l�Y SECTION AT DRYWELL Z SHUTTER ASSEMBLY N.T.S. O u Y N.T.S. I I I I = _� y FOR PANEL SPANS: II II Q 4' OR WIDER SPAN m 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD C m (OVERLAP AROUND OPENINGS 4") i� G 2x4 STRONG-BACKS @ 24" OC II I•I. I• � ❑ "w l� TMN ASSEMBLY' 'I 1). PREASSEMBLE PLYWOOD TO 2x4'S # 10 (w/ WASHERS) GALVINIZED OR � F." II ' STAINLESS STEEL WOOD SCREW @ 12" OC. - - .,-•- 1 C' U ( f 'Al L.D 4 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ a,t� WOODwSCREW @R16"GO.0 INIZED OR STAINLESS STEEL I — r ' �- All r IN s Q �'y. � DRAWN: MH/MS SCALE: 1/4"=1'-0" ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING —' F' " los#: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) DATE: D2/o2/as MACHINE BOLT @ 12" O.0 --- 1- SLOPE"V4'PER FOOT PITCH TO DRAIN .pi`J%ioum A` SHEET NUMBER: PWMBNG SCHEMATIC A-6 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS REVISIONS: USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT t GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ JENDWALL CRIPPLE STUD RAFTER WALL STUD Q RIDGE BOTTOM PLATE I� HEADER LEDGER BATHTUB SCEWALL DOUBLE JOIST r., JACK STUDS RAFTER FLOOR USE NUMBER DESCRIPTION APPLICATION 'ST A055 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS CONNECT TO I SIDE OF ALL CO so LOCATION VSPNUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION gPPLICATIOM BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT NO AD55 HOLD DOWN BOTH BOT PLATE OF 2NDFL0RANO TOP _ RAFTER 512E VBP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALLRVNNINGPARALLEL WITH THE FLOOR ANCHOR PLATESOFIST FL002NDFL OR THROUGH ALL OPENINGS LSTA12 1-114"x12"2nga.5TRAP APPLY TO EACH JACK STUD ROOF L6TA24 1-i14'k24"29ga,STRAP APPLY OVER RIDGE TO EACH RAFTER 2x5-2x0 L626 19ga SLOPEHANGER APPLY TO EACH RAFTER I LEDGER GIST DIRECTION WITH(2)JOISTS.UNDER WALL THE FLOORS TO EACH OTHER WITHREADD ROD ALL OPENINGS RT3 DR RT] TYDOWM ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L62ID 1Ega SLOPE HANGER APPLY TO EACH RAFTERILEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL siuD THROUGH-ROOF EXHAUST VE NTS SELECTED AND LJ METALSTRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF C N 4 RIM BOARD CHIMNEY VENTILATION CHANNEL ti RAFTER AS REQUIRED U U O SILLPLATE(S) WALL SHEATHING RAFTERS MAINTAIN UB 0 u ' - VENTILATION U SIDEWALL FLASHING WOOD JOIST FOUNDATION - TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING c ` SLAPPING TO BE ATTACHED TO WALL STUDS Q4WOC ,/ BARRIER TO LAP FLASHING 2X4 SOFFIT JOIST �G^ AND ALL WINDOW'DOOR OPENING JACK STUDS I AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA C FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - ROOFINGTOAVOIDSOAKING WALL STUD NOT LESS THAN 11150 OF THE AREA OF GUTTER WOOD GIRDER INBTALL 4'0'OC / THE SPACE VENTILATED ALL OPENINGS CONTIN SCREENED VENT 4'-e" LSTg24 1-114'x24'20ga,STRAP AND STUDS 41sHALLBEGOVEREDWITHCORROSIGN- ONgLLOPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN,ADFFITIEXi.PLYWOOD INSTALL 4'0'O.C. FLASHING TO FORM CHANNE LOCATION UBP NUMBER DESCRIPTION APPLICATION OPENINGS OF'/.INCHINDIMENSION 4" LSTA30 1-1XM'1Bga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR - IO __._ $DFF TED EAVE ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-s"RAFTER RT10 10314"x19ga TYDOWN ANCHOR CONNECT TO IN ALL ACTION EACNI RAFTER 14"-16" LSTg36 1-114"x35"19asTRAP gNDJgCKSNDS B"- CONNECT TO ROOF VENTILATION / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 8 12"RAFTER RT20 21-119"x 20ga.TYDOWN ANCHOR OVER BEARING WALLS AND HEADERS CN ALL OPENINGS KEEP ROOFING NAILS OUT EACHI RAFTER SOFFITED EAVE DETAIL 2NO FLOOR WALL _ OF FLASHING ROOFING LAPS BASE O FLASHING 4INCHES RAFTER \ 4-t BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ED / SIDEXTE 4 INCHES AND I-APS AT MATERIAL AS ROOFING 444y SHINGLES AT BASE LAPS NAILED TO SHEATHING F SHINGLES AT BASE MIN AINCHES THROUGHVENT a) ICI WOOD JOIST Q Z TOP PLATE C) SIDE WALL FLASHING GIRDERIHEADER 1ST.FLOOR WALL ST AND ALL OBEATTALHEO O WALLOOR PEKING STUJACK S@49"OC WALL STUD WOOD JOIST FLOOR JOIST DEPTH USP NUMEROWDDESCRIPTNJACK SAPPLCATION AND RHES-PROVIDE HEMMED EDGES 60 RA ER INSTALL 40'O C AS TO FORM DRAINAGE CHANNELS AND O UD UD 4"-8" LSTA36 1-IIA"x36"IDge STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATIION PRE-MANUFACTURED 0 ON ALL OPENINGS PRE' KEEP SHEATHING MIN.1-ill" •� (_1 CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO AFLUBH HEADER TO BE SUPPORTED WITH INSTALL 4'0"OG RAFTERIPLATE RT15 NOOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR 9"-16" MSTA4B 1-114"x49'16ga.STRAP AND JACK STU05 CONFORM TO SLOPE AIR PgSBAGE FABLE SET FIR JOISTS AEROT EL CONNECTOR LVL HEADERS ON ALL OPENINGS PLATENJALL SPTH4 STUD PLATE ANCHOR CONNECTOIVER PLATES TO EACH STUD OFROOF TO ALLOW FOR SHRINKAGE B REDUCE BUMP OUTS Q SILL PLATE TERMITE SHIELD �� O �-5uBFLDDR SILL GASKET WOOD JOISTS WE GONG FOUNDATION A ` GONG.SLAB , GASKET NEOPRENE DAMPPROOF EXTERIOR q&POLY v qy Rx5 CONTINUOUS WDop PLAT=_ GRANULAR FILL /2 ' DIA. BSTEELT5 a 4B" o c STAG. EMIL POLY ON EXTERIOR _ BOLTED TO STEEL BEAM WITH ' v STEEL COLUMN e � 1'e ' ' I LONG.SLAB 4 'e - 1�, s t BOOTJACK I I Igx STEEL BEAM 1 COMPACT FILL 4 ROOFINANSTEEL L ° FLASHING AT TOP ANO BOTTOM PLATE KEYWAY FOOTING Ce I1 n USE WITH 3x3 SQUAREIWASHERS SIDES AND TOP w • � • GONG FTG ,��'e L o' WITH I/2" x b" ANCHOR BOLT a ANCHOR BOLT CONNECTION v2"GROUT (USP LBPSBB OR BW563) p" N REINFORCING BAR �/ BI GRAIN TILE O ANCHOR BOLT CONNECTION FOUNDATION 5Po'OIA ANCHOR 3" STEEL COLUMN V) C SUPPORTING MAXIMUM SPACING FLASHING LAPS - - J Z 0 KIPS J SILL PLATE TOFOUNDATION ROOFING AT BOTTOM - CRAWLSPACE ORFOUNDATION) OUFOVNDATIOGATION iSTORV 72 GO - -- O L U U TYPICAL COED.FOUNDATION APPLY PILASTERS SILL PLATE SPACEOR FOUN ATI TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING MIN,S"STEEL COLUMN ANCHORED T024'k24"x12"GONG FTG. CRAWL SPACE OR FOUNDATION 26TORIES 56.OC < STEEL / BOTTOM BEARING WALL BOTTOMPLATETO FOUNDATION 1-25TDRIES 6]bC Q (SLAB-ON-GRADE ROOF JACKS t VENTS DETAIL � � � (aCONIC. m M SLAB �-SUBFLOOR NX61Oil 0 WWM DOOR FRAME COMPA COMPACT FILL DOOR JOIST USE 2X9 i FOR BLOCKOUT STEEL BEAM 4" SLAB P T.PLATE - SLOPE _ 112"AIRS W/ 6X06 Wfi • AT.--' NOTC10ILNIF 'A iTx'.V• GRAGE n •--v----:r=- 0..fe ADES OF WOOD ri'\4 T END AND (WITH BE APROXNVTORTHIF "N IN ,k� SEAMS A 4 .4 •R• STEEL BEAM TO ALLOW FO GE - A 12 n •A REINFORCING BAR 6X6 W.WM '^ �C"T - e -4^' �. •AnNOTCH EQUALS NOTCH HEM RMDU O6IHLOIF�E�CREO-MWXIMUM °j1U eAe ? •D'e - (PROVIDE STRAPPING TO KEE pl 9�h{• SCALE: MIN iA - ;�i E DRAWN: MH/MS 1/4 77 D DRAIN TILE •/ • A • REINFORCING BAR o e,°°°• ° °• II-CTI •� ( ` � b 12" SHEET METAL 1306 FELT UNDER BEAM AT POINT 4!I'e ° no • I II Y"'• ��++�yy..ti /,y • DATE: 02/02/05 OF CONTACT WITH CONCRETE OR GONG BLOCK LT-i J,YF_7IS IIT R 1 3TEEL9EAM TYPICALCONC MONOLITHIC FOUNDATION REINFORCEWITH(2I64 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS SHIMSTO LEVELBEAM L §4Y�1[EpifEAM) SHEET NUMBER: REINFORCE FOOTING WITH(2)N4 REINFORCING BARS 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT - �-� BEAM POCKET REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CON5TRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITM-. 4"MAX. yy 1"MAX. TI T 4'DIA MAXIMUM 4"DIA.MAXIMUM POST � GIRDERIHEADER a ;`���/ n POSTICOLUIMN " 'p ����� 12"xi2"x12" • " /•�^u..`•� CONCRETE FOOTINGin DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4x4 PDST Pqu4n DR wEa4 POsry BEAM nr4cuOR APPLYTD EAOFFOOTING USE MIN (2)112' DIA GALV BOLTS WITH WASHERSAll NUTS 6%6 POST PAU660R WE66 POSTIBEAM ANC HOB AP PLV TO EACHFOOTING ^n 1-1/2"SPACE ti MINIMUM ¢' �n R w N m ti HANDRAILS > c G no \ m w no y-� GIRDS w o PDST GIRDER/HEADER • A � � al BALUSTERS RIMIDECKJOIS sC o POST/COLUMN CONCRETE PIE F OPEN drAlLssi ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRMITS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OFTHESTAIRS HANDGRIP PORTION OFALL HANDRAILS SHALL NOT BE LESS THAN 1114"NOR MORE THAN 2•IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN 12)IC'DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU440R WE49 POBTI BEAM ANCHOR APPLY TO—EA.,PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 ORWE66 POST I BEAM ANCHOR APPLYTO EACH PIER FLASHING TUCKED UNDER O TDP PIECE OF BIDING AND LAPPED OVER FIRST CONLIN. •—J J GIRDERIHEADER PIECE OF SIDING BELOW UNDISTURBED SOILIM 2-112"DIA.LAG BOLTS WI WASHERS LAVPL4STICRASEDIRECTLYON Ail STAIR TREAD CONNECTED TO BLDG Q32"00 LEVEL BAUNDISTUSED SOIL(ORGANICS REMOVED) 0 POST/COLUMN FIT BRACE TUBE CONSTRUCTION TUBE AND PLUMB O RIM BOARD FILL AS PER MANUFACTURES INSTRUCTIONS FLOOR FRAMING A 6 U 2x JOIBTB III=111=111= _ _ =III- W j STRINGER =III_III-111:III_III ,III-1117,,III-11 K BLOCKING FDR JOIST HANGER O Z POST-TO-GIRDER/HEADER CONNECTION LAC Bars ", a FE O LOCATION USP NUMBER DESCRIPTIONA�C2�—HCNOLUM RIM JOIST IdD _ 4x4 SOLID COLUMN PBS44IPBSE44IKC44 PORT CAP MH OR PLYLUMNDISTURBED / POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6x6EOLID COLUMN PHS661 PBSE66I KE66POST CAP ANCHORUMN ` LAV46"LAYER OF CRUSHED BTONE OR GOL GIMPSON STRR112 H.G ANCHOR LU MN DECWPORCH LEDGER CONNECTION GRAVEL LEVEL AND CBASEO BY HAND LAV PLASTIC BASE BASE ON COMPACTED GRAVEL LEVEL FR CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL PER MANUFACTURES'INSTRUCTIONS '. =,,III_III_III-III;,III-III 111-III_,III-11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING GIRDERIHEADER 516FOOT SYSTEMS FOOTING FORM WOOD JOIST IN ACCORDANCE WITH SECTION 10411 OF IN YR RESIDENTIAL CODE THIS DESIGN40 /^�l GIRDER-EADER WOOD GIRDER COMPLIER WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS W AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE rCtp THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT —J Z FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N V S BASSO UPON ICBG EVALUATION SERVICE REPORT L ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN, TO U U THE PROPER STEEL CONNECTOR SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKIING BENVEEN JOIBTB THAT ARE SPICED AND 2 -O Y IF ABLE SET FIR JOISTS APROX tl4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DEBCRIPTIDN APPLICATION USE WITH RTI0 TYL10WN ANCHORS TO ALLOW FOR SHRINKAGE Q JOIST TO GIRDERMEAOER Ri10 TYDOWNANCHOR C.NNEETTO EACH JOIST UR BO 'Y M M DECK & PORCH NOTES: NAILING SCHEDULE All Unless,hangers soled,ell framing a Bel l la he st ACO prssmre oeated lumber All fasteners,M1angers and anchors to be galvinlzetl wstelnless steel. JOINT DESCRIPTION NAIL NAIL NOTES QTY. BPACING 2) Gatlan concrckfolsts malt he orchand vothptoeachel conecrve0wasbers antl nine JOISTTO. PER TOE Getlersonte with leimum be die x 7-longa SILL,TOP PIATE OR GIRDER 4-6d COMMON JOIST NAIL p preperateemonnectntaanmorea CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE Into concrete wltn a minimum v2^max]•long anchor bait w,m washers and nma f ppoNngglrtlersshall he amershadloa 12"x12"x12"thlck carrels fooling TO JOIST 2'6d COMMON 3 Pods su GROBND WING SEISMIC FROST WINTER IOESHIELD END NAIL ,.,+ 1 Us minimum ll2"tliex]"Iopg ancharholtwilh washers anenulc.Footings Shall SNOW SPEED GESIGN WEATHERING LINE TERMITE DECAY DESIGIN MNGERLAYMENT FLOOD BLOCKING EACH TOE /�p'eu 1N 5� 91• 1• " he 4 R.helow grade L. HAZARDS 2-Bid COMMON C•. (MPH) GgiEGORV DEPTH TEMP!. REQUIRED TO JOIST END NAIL / 'V� S 4 MOGERpTE SLIGHT TO BLOCKING TO' 3-16d COMMON EACH i0E ).y'� �F' DRAWN: Ni ) Deck Joists have blscking al6'Oou. 45 LBS. 120 B SEVERE ]Fi. TQ HEgW MODERATE ii NONE BILL OR TOP PLATE BLOCK NAIL J' 5),A Nomom of 10 Inch Rashing shall be mstallee behvees the belldIsg and ledges LEDGER STRIP 3-too COMMON EACH FACE 1�U/,� r �,. SCALE: 1/4 =P-0" Leegertobafaslenedtebolldingwehl/2"dla holts wehweshwsandsets TO BEAM IF NAIL 1r (f at lte da JOIST ON LEDGER PER TOE i +f DATE: 02/02/05 TO BEAM 3 8 COMMON JOIST NAIL 67,Concrete piers shall beaminimum 6"shove grade. SANOJOI ST PER END tll d��„N 4 K 3-tsd COMMON \ '>'—" k . SHEET NUMBER: 7) All IOISIs to be cupponM wltbhengers and anchors Each Jolst shell aleohe anchored TOJOIBT JOIST NAIL m,lia r(s) BAND JOIBT TO: PER \\\\T• Q COMMON AW j SILL OR TOP PLATE 2-16d FOOT TOENAIL 'S Jk/art .-,' f ♦ -8 REVISIONS: GENERAL MOTES WIND FRAMING NOTES o NAILING SCHEDULE PLAN CONTENTS: Y).RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge sbap shall be attached to each pair of rafters in accordance m table 3.4 NAIL JEACHFACE 11 When a collar he is used In leu of a ridge strap,the number of t0d common palls required JOINT DESCRIPTION Ory NG NOTES BWLDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: In each end of the collar tie need net exceed the tabulated number of Bit nails in the strap RAFTER TO B'WALL 3-8d COMMONH BW INC HEIGHT I1'-6" "Ima), 1),The Information TOP PLATE 10'WALL - OE-NAIL e an wrthln the seam construction ticcuments is relayed to basic design 2t.RAFTER-TO-WALL ASSEMBLY .4 4-ad COMMONR TOTAL 50. FT. OF CONSTRUCTION ADDITION T64 S.F., DECK 122 S.F. `q- `` intent and framing tletalls Theyareintendetl asaconsirucbon cid,notasubstlWie Lateral framing and shearwawnnechons(or rafter,telling or truss to tap plate shall be In CEILING JOIST B'WALL'3-Bd COMMON TOE-NAIL PRESCRIPTIVE AS PER N.T.S. RESIDENTIAL CONSTRUCTION CODE AND �:` `r Statfor enerdlyacodes he General practice and responhancewhh tartans New York accordancetotable 3.3 When a rafter ortruss do netfall in line with studs below,he TO TOP PLATE 10'WALL 4-ed COMMONT DESIGN CRITERIA 19955E3C HIGH WIND EDITION WOOD FRAME CONSTRUCTIONMAE AN � ��` � constauildingcodes The Generals to tractor Isenures professionalsible ly finisheing d,structurally or busses shall be attached to the wall top plate and the wall tap plateshall be attached to CEILING JOIST TO AS PER TABLE 37 FACE FRAMING ELEMENTS A5 PER BOOR PLANS CR0555C 16 1 •�����• construction details and procedures to ensureapmfessionally 0nlshed,s[mcturally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC NAIL E TION AND GENERAL NOTES - sound and a weatherproof completed product shall be connected with Uplift connections in accordance with table 3 3c CEILING JOIST IAPS AS PER TABLE 3.7 FACE EXT. BALCONIES 60 2).The General Contractor is responsible for ensurng that all work and construction 3).WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM-SBC NAIL DECKS40 meets current federal,state,county and local codes,ordinances and regulations,etc Wall studs above and studs helow a floor level shall be attached with uplift connections In COLLAR TIE AS PER TABLE 3 4 FACE 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 TO RAFTER WFCM-BBC NAIL ATTICS w/ STORAGE 20 should be adhered to even if in variance with the plan studs shall be attached Yo a common member In the floor assembly with upIIN connectors in BLOCKING TOE DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD)accordance with table 3.3 2-8d COMMON45 TO RAFTER NAIL /LIVE LOADS PSFJ ROOMS (OTHER THAN SLEEPING] 40 3) Dimensions shell take precedent over scaled drawings RIM BOARD ENO(00 NOT SCALE DRAWINGS) M1) WALL ASSEMBLY TO FOUNDATION TO RAFTER 2-1fid COMMON NAIL ,ROOMS (SLEEPING) 30 First wall studs shall be connected to the foundation,All plate,or bottom plate with uplift STAIRS 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: 40 GAURDRAILS (ANT DIRECTION) 240 U responsibility for construction coordinating with these plans,nor responsibility for foundation and slabar-grade,15 Inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3 36 When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES EXPOSURE CATAGORT B precautions and programs in connection With the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts Anchor halt QTY. SPACING specific use expressed or Implied in the use of these plans spacing is to be spaced and sized in accordance to table 32a In addition to spacing, TOP PLATE TO PER FACENAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION pL'-' w2 2-16d COMMON (ROOF - FOUNDATION) anchor bolts are ar be spaced between 8-121nches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE 1 DETAIL PAGE 4 GENERAL NOTE PAGE r 5).Reform the Window and Door schedule for exterior openings corners TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE AGE � .'-,,, O0 4-i 6d COMMON 6).The General Contractor is to ensure that mason p INTERSECTIONS EA.SIDE NAIL EGRESS U masonry or odes mcled fireplaces meets 5t TYPE I EXTERIOR walls CONNECTIONS ONS STUD TO 24" FACE 5 m SEE FL00 PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes Type exterior shearwalls with a minimum of a panel weed structural panel on the exienor 2-16d COMMON FIRE PROTECTION 8 ` attached with Bd common nails at 6"o.c at the panel edges and 12'o.c.In the field,and STUD 0 C. NAIL SEE FLOOR PLANS 7) The General Contractor is to consult with the owner for all built-in items 112 inch (SMOKE z D02 DETECTORS) ea gypsum wallboard on the Interior attached with 5d cooler nails al P'o c a[panel HEADER TO such as bookcases,shelving,pantry,closets,arms,etc edges and 10'o.c In the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAR TRUSS DESIGN N/A - STANDARD STICK FRAME CCINSTASUCTION a in table 3.15a-b 8).Wind load requirements shall be taken Into account during consWctlon TOP OR BOTTOM 2-16tl CCMMON PER2x4STUD END ENERGY CALCULATIONS RESCHECK 3,5 RELEASE I PLATE TO STUD 3-16d COMMON PER 2x65TUD NAIL 61.TYPE II EXTERIOR SHEARWALL CONNECTIONS FOUNDATION NOTES. Type 11 exterior shearwalls shall meet the requirements of[able 315a-b times the appropriate PLATE TOa[e FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL 11 The GenemlConbactorand Mason soreviewplans,elevattu e.details And net..to length adjustment factors in table 3.16. ENO JOIST OR BLOCKING FOOT SEE NOTE 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine Intended heights of finished theorist above typical grade 7) INTERIOR SHEARWALL CONNECTIONS Allowable sldewall lengths provided in table shall be permitted to be increased when FLOOR FRAMING: GRDNND WIND SEISMIC FROST WINTER ICESHIELO 2) All footings W rest on undisturbed(Virgin)sell NAIL NAIL SNOW SPEEp DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD intenor shearwalls am used.Sheathing and connections shall be in accordance with ICRIPTION QTY SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REDUIRED HAZARDS 3).Provide 112"expansien Joint matenal between concrete slabs and abutting 244 2 and 2.2.4 respectively concrete or masonry walls oecuring in exterior or unheated Interior areas TO. q-Btl COMMON PER TOE MODERATE BLIGHT TO B).CONNECTIONS AROUND EXTERIOR WALL OPENINGS E OR GIRDER JOIST NAIL 45 LBS. 120 B SEVERE 3 FT. To HE AT MODERATE 11 NONE - C Header and/or girder connections shall be attached with uplift connections in accordance EACH TOE Q be Any new concrete walls being attached m ,Usie approved structure shall with table 35.Window sill plates shall be have steel connectors in accordance with table IST 2-ed COMMON be Installed weh#M1re-har,18"long at l2"oc.Use approved epoxy for installation. 35 ENO NAIL KING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:5) Unless 4Inch thi noted,all slabs on grade m be wire me p s Concrete tebe 2-ed COMMON 9) CATHEDRAL obeCEIu G as a str LY NGT ENO NAILpoured on 41nch thick sand or gravel NI with 6x6 woe mesh remfoming.intenor slabs SHEATHING LDCATION NAIL SPACING NAIL SPACING AT INTERMEDIATENOTESto be minimum 3-112 inch thick. Where a ridge is to be used as a sbuctural beam,the rafters shall either be notched and NG TO EACH TOE AT PANEL EOGEB SUPPORTS IN THE PANEL FIELDanchored on top of the beam or slope connectors shall be attached to each rarer-to-rid a P PLATE 3-16COMMONg BLOCK NAIL It 4'PERIMETER EDGE ZONE Bd COMMON @ 6"O C. Bd COMMON @ 6"O.C. BEE NDTES 1,3 .�..1 Z 6).CravA spaces to be proNdedwriheminimum i6"x24"access opening Install one machedewm ha eboveraqulremenlsding.Connedionsto the ritlgeand wallshall be be STRIP 3-16d COMMON EACH FACE SEENOTEEI B O Bx1fi cast Iron foundation vent for every 150 sq,ft,of arae TO BEAM JOIST NAIL INTERIORZONE ed COMMON @ 6"0 C. Rd COMMON @ IT O Cu NOTE 2 S I (BOTH FIIELDS) DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-ed COMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON@4"OC Od COMMON 4"OC. SEENOTENEL _.( 0 7). S Residential Con trinundationwithbituminous coene as per search lied of TO BEAM JOIST NAIL @ W N.Y S Resltlenllel Construction Code A 6-roll polyethylene film shall be applied over 7J.Unless otherwise noted,all flaming material to be#1 ACO pressure treated lumber BAND JOIST PER END L the below grade portion of exterior walls prior to backglling. All fasteners,hangers and anchors to be pdvmm1 erstalnless steel 3-16d COMMON NOTES TO JOIST JOIST NAIL 8).Drainage as per sec00n R405 of N Y S Residential Construction Code 2).Girders for deck lolsts to be baited to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY O Z SILL OR TOP PLATE 2-t6d COMMON FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored FOOT SEE NOTE'1 1).For mot sheathing within 4 feet of the g p O into concrete with a minimum ill"die x7'long anchor bolt with washers and nuts perimeter of the roof,InrJudln 4feat on each side of the roof oak, .2 U ROOF SHEATHING' the 4 foot perimeter edge zone afteahments required shall be used ; 1).Allframingtechniques ramin a esandction Manual 3).of 19955BCHrgh Wind 3).Posis supporting girders shall he anchored to a l2"x12"x12"trial concrete fimin JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual g' QTY SPACING 2) Tabulated 12 inch o c nail spacing assumes sheatMng attached to rafter Itruss framing members with G>049 Use a minimum 112"dia x 7"long anchor bolt with washers and nuts Footings Shall be 3 ft. For abulat members with<042<G<g 49,the nail spacing shall a reduced to 6 inches o c below rade Porches with covered roofs shall have l2"dia concrete ierefrrthe Irders. AS PER TABLE3.B Q 2) Unless otherwise noted,all framing and structural wood material to be#2+BTR, g P 9 STRUCTURAL PANEL Ad 70 Douglas Fir WFCM-SBC 3) Tabulated 4 inch o c nail spacing assumes sheathing to rafter/truss framing members with G>0 49.For 4) Deck joists m have blocking a[8'0 o c 3).Floors,walls,ratings and rafters to be spaced at 16 inches oc.unless nosed CEILING SHEATHING: framing members with 042<G<049,the nail spacing shall be reduced to 3inches o.d. otherwise minimum of inch flashing shall be installed between the building and ledger ]DINT DESCRIPTION NAIL NAIL Ledger er to he fastened d io building with 1/2"dia.bons with washers and nota CITY SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed. 4) Unless wall header no have(2) jack wall and(2) stoength 2x1042+BTR Doug Fir GYPSUM 7" OC EDGE Bearing wall headers to have(2)lack studs and(2)full length studs on each side of all WALLBOARp 5d COOLERS 7" FIELD NAIL SPACING NAILSPACINGATINTERMEDIATE openings.LVL headers m have 3 fit.Concrete piers shall be a minimum 6"above grade SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD g ( )lack studs and(2t WII length studs on each side of NOTES openings.Bearingbetween wall window'0andbills shall it o haveopenings sbemoan sill pard B' r 2x4 wall 7),All joists to be supported with hangers and anchors Each Joist shall also be anchored WALL SHEATHING: SEE NOTES:1,3(BOTH FIELDS openings between 4'1 and 6'0 and 2x3 wall openings beNuaen 5'11 and 8'9.Provide fire g O 4'EDGE ZONE 8d COMMON @ 6"O.C. Bit COMMON @ 72"O C ) m Irders NAIL NAIL end blocking where applicable JOINT DESCRIPTION NOTE'2 FOR PANEL FIELD DTY. SPACING " 5).All flush beamslheatlers to be installed with heavy duty galvinlzBdCOMMON ed hangers and 8).Covered Roofs shall be assembled and anchored the same manner as building STRUCTURAL AB PER TABLE 3.9 INTERIOR ZONE Bd COMMON @ 6"O C 8d COMMON @ 12 O C SEE NOTE 3 anchors where applicable to all connecting joists PLUMBING NOTES PANELS WFCM-SBC NOTES 0113-0813 3"O.0 EDGE ^' E).Double up floorjoists under walls that run parallel to the floorjelst and Under bathtubs 1) All water supply,drainage and venting to be installed as per N.Y3 Residential fitl COMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 11J PLYWOOD 6"OC FIELD N Floors to have ceramic rile Installed shall be yenned for proper load capavry unless noted ConsWctlen Code. GYPSUM 7" OC EDGE 1) For well sheathing within bfea(of the turners,the foot edge zone attachment requirements shall on plans WALLBOARD 5d COOLERS 1D"O C FIELD 2),Verify septic system with the Engineer for Suffolk County Health Department approval. be used. Z 7).Provide biocklogibrmging in floepmais at 8'0 ac. Use solid hmckmg in noorjolsm FLOOR SHEATHING: L Under all hearing walls. 3) If wall studs,plates orloists are cut out during installation for any plumbing related work, NAIL NAIL 2) Tabulated 12 inch o.c nail spacing assumes sheathing attached to stud framing members with O U Y provide adequate bracing and plates to protect and secure the structure Verify with the JOINT DESCRIPTION DTY SPACING G>0.49.Forframing members with 042<Gq the nail spacings shall be reduced to 6 inches o c = Q Y a).Provide Insulation baffles at eave vents between rafters.Install draft blocking as slate code and manufacture's recommendation for maximum hale size and spacing promise! STRUCTURAL PANELS 6"DO EDGE 3) For exterior panel siding,galvinized box nails shall be permlfted to he substituted far common nails > needed. HVAC SYSTEM NOTES oft LEsS Ba COMMON cD 12"O.C.FIELD 9) Unless otherwise noted,all roofs and walls m have a minimum 1/2"chick, de.Flr 1) Mechanical subcontractor is responsible for affecting to all applicable codes and safety NOTES: r+l COX extortor sheathing grade plywood.Plywood to cover overplates and headers requirements. 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantecit plywood subfioor THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered with PL400 adhesive and screwed to floor joists Finished floor to be installed 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY over subfioor as per manufacture's instructions. equipment suppller 1) Naibng requirements are based on wall sheathing 11).All bathroom walls to have 112"thick moisture-resistant shsetrock.Garage walls and 3).HVAC subcontrac Orir provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge if wall sheathing ceilings and over furnace to have 518"thick type-x sheetrack All other parts of building Contracterand owner for M1nal review and approval is nailed 3r on-center at the panel edge to obtain higher to have regular 1/2"sheetrack.All walls to be taped and finished ELECTRICAL NOTES: shear capacities,nailing requirements for structural /Q v A- members shall be doubled,or alternate connectors, /' 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 5 Residential Construction Code such as shear plates,shall be used to maintain load path. �tiy ,g approved equal Flat roofs shall be applied with a Fiberglas base sheat with as EPDM /tis� � 1 tomother rch down type mater 2) ial over All electrical work shall he approved by a qualified Underwriter. 2) When wall sheathing is continuous over connected i� d llA .. DRAWN: MH MS membeatthe tabulated number of nalls shell be permitted N to be reduced tot -i6d nail per foot ( SCALE: 1/4"=l.'-0" be All sill plates and wood In contact with concrete abe e spressure treated.Sill plates[0 3) Install Smoke ntialdetectors and Carbon Monoxide detectors throughout es per section R317 a ]OB#: be Installed wdh a foam sill gasket end co -- pp q � 9 p r sex termite shield or roved equal of N V S Residential Gonstruchon Code � e, " DATE: 02/02/05 ?� Jd1'•�q �((l SHEET NUMBER: REVISIONS: I�\\moi �i imine e� RLScheck l nsflectlon Checklist TnWcl Mininwnl/nsnlariun Thickll.fur Cirenlnting Hut ftfr PJya. Insulation Thu:,se in ln�ha "r'cc S ' New York Suk Slate Energy Consenvuion Consuvction Code - Permit Number 1lsdheele SOHWaIe\'eisiun 3.61tcleaae lu Heate3 lVatn' Non-Ci edadua P.uuuu. Cucnlaiiue Mains anJ R,nnuLs Temoeumre f F) Un N I" Up to 12-1" 1 5"to 2,0" 011¢211 a `y O o 170-180O S 1 U 1 5 2.0 C DAIS. ILl1N OS 140-160 05 05 RFSCdeck Compliance CertificateCheGkxl By/DAt2 PRt3.IF.CT TITLR. ADDITION 100-130 0.5 05 OS 1.0 ,5ti5 New York State Energy Conser.'atiorn Construction Code z RFS,h.k Wt.,Vnnion 3.6 Rrlcaw lu Bld- ITubla'. d/iaimnnl Insulnnnn T/eirkncs for AVdC R'prx. I4ua fileualne: C:'I'rogivn Files'C'hcek\IelscbeckaMAvaek Dept I'Ivid temp, Insul:man'Ihickies�in inches by line sive. Linc Pinus system T y�3 R,a-e f h'1 2" Rumors I"wdl.es 1.25"10 2" PROJECT IITLE ADDITION Criline': HlNthlg lyXt¢Ins COUNTY Sunik I. Ccling I: Cethedml Ceiling(au attic).R-21.0 mntmuoun,mulaOGn Low Pres"ure(Laupaa[mn 201-25(1 1.0 15 15 231 Inw Tanp.W. 124200 OS 1.0 10 IS STATE:New Yatk Cmnn..9,t HDD 5750 ] C'eiling 2: Flet Cxi ling ur SGINhoI'I'msN, 1-21.0 Cavity ia,dation S,eanl pitearaiole fare ked wmer) .qtly t U l.0 t 5 20 CONSTRUCTION TYPE:DGrucbai 1 or'F.ui7 ', C'ommeu[s' Coulinr SSystems 1 C'billcd W.U1,F.H9 wn, 40-55 05 0.5 0.75 IA 17EATMCT TYPE.Non-Elmdc WINDOW i WALL R ATIO: 6.14 Abawe Ptlde Walls: rand Dnnc Bduw 40 10 L0 L5 L5 OW I J I 1. WaEEWuod Fmme. 16'o.a.,R-130causry,nsulatiuu DATE:0J18 05 Commoner: Tom! DA E OF PLANS. 02,2005 N3ndnms: q�q� PROJECT DESCRIPTION: [ ] I Windows Wood Ran,cPouhle Plum r�3th Lnw-1; Il-fueon 033u W W MAY RESIDENCE Pnrr windowswn'c.Pb'lal lJ-Suanrs.descnha tormxe NOTES TO FILLD(Bnil".Dep.nml Use Only) U MATTITUCR,NY #Pam. Frumc'I-y' 'I'hcrnml Brak71 Y. 1Nm � W Coonneus' Z DES16NER/CONTRACTOR: 06 llann: J Must K 5 inve4a AIAa Amhitmt, PLLC.' [ ] 1 Donr r Glass,LI-Licwr 0.100 �' 0 P.O. Box 933 Cummencs: O u U Fluor: }t u COMPLIANCY Passee [ ] I Flour D All-Wood lmal/Ttu.v Dva'thtuudibca,d Sl.c,R-30 0 wily ursulmioa Tl W Maninmm UA= 149 Cumnm. Z Y..Eknm UA— 143 W 4 0%Barer Thau C'nd,(UA) Air l,e.kgi, Q rims (Ibmng l 7 IVillltl,p,acneimo,and all uth,such Gpenings in the building enuiupu that ore auureus ufuir 'i Alea at Cashy ['nut ,,Dor Nalape must behraled. Perimeter R-Value R-V.Ia - rc i IIA [ 1 14,.E cd ligh(,must he 1)'I'1Px IC'Nted,or 21 matallpl mn,de an ac,criate as-tight ae'xe,nhly i with a 0 5"oleanww Pont cnmbusliblx motxtinle.Bunu-IC rated. tha Gxlvte moat be iustnlhd with r. 6.iliug 1:Cathcdml Cailb,tau attic) 274 0 0 21.0 12 3"rdem:mw Yum msdsmn. Cmhng 2:Flat Ccibngur saxnnc Tmsc 490 21A 110 23 Wall I Wamt Pwng IR'n.c. 706 110 110 R Vapor Rnardn: Wmduw L Woud FIa1PWDoll1b1e Par,with Law-E 5') 0.330 19 [ ] R,Eacai rat the wem-m-mute side afall nou-vmi.J li=,i aah,y'�, walla, :aW goon Door L GW41 0 330 I4 Flaor 1. All-Wood JdsU'I'mse:Ovu Uccuuditictled Space 7u4 30.0 00 25 )IateHels Wa tti'lcutlow [ ] Mamaald And apdpmrnl ma"I hu mxbd lul in msuvlunec,viih 1hr manunvinmu... CO L,ANCES3A'ILA[Wf The proposal buddutg represrured in Flus:lucumenl,s mnsiN,mr wtW the huilJmg phos,apm17ca,ioR l 1 Ma,,[alk nd uluipmert moon he iJurcifiul xn tha cnmpliuucc w,he Jcmrmincd. Cousava.C..huctlau Cade IaNuiremelns. Wit.n Regmete d Dealgn Prai,..,I hm oocrTM and slgnel Liu page, they ale tm4 l 1 Muluf ower m.u]Ualn fol all inatullcd heating and woling equipment and service wrd(r hcumlgUlJ Z ey aptieu[monk be provided Builda9Du5igad Date f lnnalau.,. and glamug U-fddms mus,Ire Glem ly medaed an the Imildiup,phos ov'M'i5 aura, I L TO � u Duel lnnulmien; 2 U Y J Supply Jac.N unmudihuncd atft s m na Gide the Imlldmg mus,b,:auuht.l m P.-S Q L ] I Remm Juc,s m oncmldiltmsed cruel ur outside the buadmg ons,he mu lated m R-4rn m 2: M M ..L n AR•1Cb .. a, DRAWN: MH/MS SCALE: I/4"=1'-0" 1 DATE: 02/02/05 SHEET NUMBER: A- 10 REVISIONS: 52'-0" anwonwr ims•or 26'1" 23'1" 6..3.. _'________ ____ ___- n____ __ _ __ _ _- o o- _ UP 12R7.�����I 2-15/16" - -it-Poo .a= +I- I Imo\ Oli D"D1A. _ _ n ___ J , WNC. q . p� ' u 2 BASEMENT UN F 1 I� 3'-G"BELOW GRADE i o, � o 0 2%8 LEDGER CONNECTED o TO HOUSE W/ �ufl 2-1/2"DIA a i,� u GALV BOLTS W/ 0 N ; /wRQ1fi"Wf10D_i to 16"CC im fl is WASHERS @ 3P'OC i � I I i c 0. T J T 4 - I / a Ea EXISTING p I l o I DECKim 06 2 STEP � 'y 0 DOWN NEW FOUNDATION TO 8E 9'-0 Q � "HIGH ADJUST DEPTH FOR FINISHED FLDOR 51-0 WIDE OPE ING HEIGHTS TO MATCH. #4 RE-BAR @12"OC #q RE-BAR @12"OC EXISTING °1 FOUNDATION�� z M w+ .y DRAWN: MH/MS d, ]OB#: DATE: 02/02/05 ,?% _5T96p„w SHEET NUMBER: FOUNDATION PLAN a �r� SCALE: 1/4” = T-0" A-3 REVISIONS: AMENOI'IF1Ji I/Os/Ol 20'-p•' S'-R" 26'4" 3._S.. q.-q.. 10.2" 3'_p.• DN \/ 14 mi CW14 TO 14 C24 t _ GE TEMPERED GLASS 2-1-3/4X9-1/2 MICROI-AM Em T/K O \ � o = CATHEDRAL £ '. CEILING o M 9'-31/2" MASTER BEDROOM —BATH ® G -CARPET- / c 5-1/7 POST TO _ — — -- - RIDGE —_ I (6)1-3/4x18 ML 2•-0^ / r // FLUSHHEADER —Z� — / -CARPET_o L C^ Q FLAT / 4-JI CEILING I I I 4 / EXISTING- /I 1 7a1/2" -6° 6'-B•' 6`P• 1 f g / 3._0., I I i � 0 8.-11/2 m 4'-D" — — — — — 0.6/ U DR IRM. 0 o � \ / p -WOOD- / 2'-6'• -WOOD- l 1 Q a — — — — — — — — o O I I j EXISTING BEDROOM o- KITCHEN -CARPET- -WOOD z -- 00, G w 11 J Z LL��IIL FAMILY ROOM Q _ i' (CATH.CEILUING) Ell T 1 >1 MN M EXISTING o MUDROOM h.``,p• �' °1,1itLr DRAWN: MH MS NEW WWDDWS&DOORS tj -hux�3"y 4 SCALE: 1/4"=1'-0" /\�T TO BE ANDERSEN BRAND, ,�'V"e! T„ f 10B k: IST.. FLOOR PLAN EXTERIOR.TERRATONE bRu4°;a ' M',y DATE 02/02/05 y� USE 2-2X10 DF#2 HEADERS xAe• SHEET NUMBER: SCALE: 1/4" = P-"" UNLESS OTHERWISE NOTED A-4 REVISIONS: nnEvon"xr vos,m RIDGE VENT ALTERNATIVE FOR OPENING PROTECTION - 2_1_3/4X,6rvBERD_IkM e TABLE 1609.1.4 _ - - RIDGE BEAM - - WINDB'ORNE DEBRIS PROTECTION FASTENING - @ - - SCHEDULE FOR WOOD STRUCTURAL PANELS _ 0� 2X6[OLLARIT[E 4810C - - - ROOF: f!"j 7 - ASPHALT ROOFING j••• / Tnsmua SPACING (INCHES) _ _ _ POST ,.OG '�Op = - - _- 15#FELT UNDERIAYMENT �•���'� FABTNER PANEL SPAN 2FEET<PANEL FEET-PANEL 6FEETcPANEL TO—ngG x,� �• "w • _ @ R _ 1(2"FIR COX SHEATHING TYPE <2 FEET SPAN14FEET SPAN-6FEET SPAN<B FEET = - _ RIDGE — 2-112"#6 -- - - - W" -- _ --- ' - [,OODSCREWS 000SCREWS i6 16 12 95-1-3/4X18 ML FL.HD2-1I2 16 18 16 12 _= 2X8 DF#2 Cl @16OC- - - - - - PR VIDE NLN. 1"AIR SPACE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM BETWEEN SHEATHING& EXTERIOR WALT-: PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN 2'-B" INSULATION �^ SIDING AS PER OWNER -) ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED ® ® ® ® ® ®9 an UNDERIAYMENT .: OPENINGS WITH ATTACHMENT HARDWARE PROVIDED1/2"CDX SHEATHING (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) 2x4 DF#z sTuos@lfi"Dc N w 0 CEILING:121 13 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ; WALLS:RID u FLOOR:R30 IT-�I � U SIMPS�[(N.-W a� FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS - slo-vcw crnnecrons ( MAXIMUM MEAN ROOF HEIGHT: 35') - - - - Toa wnao uncmnr 39"GUBFL00R SILL Lff MLL W180 16"WOOD-I @16"OC 216 PT PLATE `w u TERMITE SHIELD SILL GASKET SHUTTER ASSEMBLY N.T.S. FOUNDATION: FOR PANEL SPANS: _ 6"PC WALL 0 < 4'0 WIDE SPAN DAMPPROOF EXTERIOR W/ 6-MIL POLY BETWEEN GRADE Z 23/32" APA SPAN-RATED 4B/24 SHEATHING GRADE PLYWOOD - i., i. &CONCRETE WALL O (OVERLAP AROUND OPENINGS 4°') ASSEMBLY: ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/ $10 (w/ WASHERS) GALVINIZEO OR STAINLESS STEEL ', (STEP) 4"CONC SLAB ;" FOOTING (3) d WOOD SCREW @ 16" D.C. .. . " e .. . , .. . . " • - �e 8116' CONC HIS w/ L� a T ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 2-#4 CONT RE BAR Q z M#10 TEE NUTS ACHINE BOLT @i12"D C. TO BLDG w/ ATO ( W/ WASHERS) SECTION A-A 66 p� SCALE: 1/4" V-011 Q 0 70 ORW o a 0, FLOOR DRAIN CAP B" MINIMUM CONC. SLAB GRAVEL I I .. I I ,. �i�x�1`N�N�x�x�ic ° ° o ;l�y;i�i�✓K�.i` IP' rI MULTIPLE SECTION ASSEMBLY: /a' THICK eoLTs @ 2' oc `� WEU ,U�� 4 :. O � TG�lG II :�JRIRIhY(`!<.(�R(.2J�S�;.isi�!.v'<�S1�2'li��/,<•'IC�IQ�!h�/l�`! � v } ;�\ SECTION AT DRYWELL z SHUTTER ASSEMBLY N.T.S. O N.T S. LI '� �� LI'- ly � _V i FOR PANEL `PANS: \ II II G 4' OR WIDER SPAN ru m 23/32" APA SPAN-RATED 4B/24 SHEATHING GRADE PLYWOOD 11 ILL-' ill `n (OVERLAP AROUND OPENINGS 4") 2x4 STRONG-BACKS @ 24" OC III AssEMatY: H / ^ . I --- -- tri__ _ FL PREASSEMBLE PLYWOOD TO 2x4'S: 10 w WASHERS GALVINIZED OR I. I C STAINLESS STEEL WOOD SCREW @ 12 O.C. N 2). ATTACHING STRUCTURAL PANEL_. FASTEN TO BUILDING w/ -^^' "E_ - �'� s #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL Bio _ ? WOOD SCREW @ 16" O.0 F „x "" _IIS fi _�• 1`L 3 DRAWN: MH/MS "SLOPE"114•PER FO ---, �iE c'o'E,+ 4 1" SCALE: 1/4„_I'_B�� _—L _ — FlCfERNATIVE 1=ASlNER FOR SHUTTER TO BUILDING: Aly. � JDB#: XC TEE NUTS12”ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) _____ p 4. DATE D2/W/D5 MACHINE BOLT @ 12' O.C. or PiicM TO OBAIN [J--- u�.) �,k"<''�j� SHEET NUMBER: G PLUMBING SCHEMATIC NT A-6 t1iF/ REVISIONS: UNDERWRITERS CERTIFICATE REQUIRED COMPLY WITH ALL CODES OF FLOOD ZONE NEW YORK STATE & TOWN CODES COMPLY WITH CHAPTER"46" APP OVED AS NOTED AS REQUIRED AND CONDITIONS OF SOUTHOLD OWN CODE.FLOOD DAMAGE TION DATE: B.P.S` q��' SOUTHOLD TOWN ZBA Fee �� BY: SOUTHOLCfONiivPLANNING BOARD 'O FI'I BUILDING UILDING DEPA E SOUTHOLD TOWN TRUSTEES CERTIFICATION OF �TOONE, 765-1802 8 AM TO 4 PM FOR THE N.Y.S.DEC NAILING & CONNECTIONS �+FOLLOWING INSPECTIONS. J. i 1. FOUNDATION - TWO REQUIRED REWRED. �q � FOR POURED CONCRETE ����� 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ALL CONSTRUCTION SHALL 4. FINAL - CONSTRUCTION MUST MEET THE REOU�M ENTSOFTHE PLUMBING BE COMPLETE FOR C.O. CODES OF NEW'YORKSTATE. ALL PLUMBING WASTE ALL CONSTRUCTION SHALL MEET THE - - &WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW TESTING BEFORE COVERING YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. i u m R OCCUPANCY OR m USE IS UNLAWFUL o --- - FICATE WITHOUT CERTI - - - -- - - -_ - - - `--- - __ - -- -- _ - - - OF OCCUPANCY -- - -- - - - -- � RLUMdER BEATIFICATION - _ ON LEAD CONTENT BEFORE PERTIFICATE OF OCCUPANCY — - - - -_ _ _ - - - - -- _ _ SOLDER USED IN WATER _ SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD_ Q 1-+ z (6 0L -J Q C O �.i c w - - - - - - - - - - - - a - -T_— {"� 0 ==1 _0 l - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - REAR ELEVATION � � z SCALE: 1/4" = V-0"' _ fa G M ,E axi:r, r. DRAWN: MH MS 3n pa SCALE: 1/4"=1'-0'• r S}a.,,,y/(J�y ^•'r.,y`;n'" DATE: D2/02/05 SHEET NUMBER: A- 1 REVISIONS. III Till YIN, p C _ _ _ — _ — _ _ _ — _ — _ — _ _ _ � -± G = C I I IL I I I I I I I I I I I _ J I I I I I I I I C �I - - Z - - - - - - - - L - � - - - - L - - - - - - - - - - - - - - - - - - - - � O o 4-, r- � 1 - - z' — — - - - - - - - - - - - - - - - - - I� LEFTELEVATIION /� W W W SCALE: 1/4" = 1'-0" Q 66 ME O J .= W 1N Qa a M S M m � I I 1.+fk' S a�aY DRAWN: MH MS - - - - - - - SCALE: 1/4"=V-0" _ _ ]OB#: _ _ _ - - - - - _ _ _ - - M' ':_._! �'y.,I DATE: 02/02/05 A fy ..f:m' - - - - - - - - - - - - - - - - - - - - - - - - - - - - RIGHT ELEVATION � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEET NUMBER: — — SCALE: 1/4" = 1'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = err'' `' A-2 REVISIONS: 5T-0" 20'-D" 3'-B" 264, 3'_0" 15-1P' ---------------------------------------------- - ______ _______________.-________________ UP 12R \ �� I/�\\ 2820 BASEMENT UNIT — 10"DIA - - - o 5- CONE PIER a ______ F ' e ----------- 1-0" _ - 3-0"BELOW GRADE /2XBD1 SAY 6"nC " ! i iz in ti 0 2X8 LEDGER o w N m w CONNECTED o _ o TO HOUSE W/ k m w I � 2-1/2"DSA GALV.BOLTS W/ ° /JNIBD I F'WOOD-T 0 1W nC ^' WASHERS @ 32"OC • Y '� u ------------ ------------------------------------------------------------- m J 4 L / POSi WI6X31 STEEL BEAM TO � R RIDGE L j Z o /V, / EXISTING/ / / j Q z DECK /��� / �/jl '� 0cl 16 a 4F d i / _ _ �• it SPEP t1 / T1 16 DOIWN °. - V � Q NEW FOUNDATION TO BE 9'-D"HIGH r� ADJUST'DEPTH FOR FINISHED FLOOR i i "I li T-0 WIDE(OPENING HEIGHTS TO MATCH. rl I #4 RE-BAR @12"OC #4 RE BAR @12"OC W N EXISTING u J z FOUNDATION O y 2 u Q � C m V � M DRAWN: MH/MS SCALE: 1/4"=V-D" JOB#: DATE: 02/02/05 �4:V SHEET NUMBER: FOUNDATION PLAN "`F= A-3 SCALE: 1/4" = V-0"