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HomeMy WebLinkAbout39995-Z 0 o�ocQG: Town of Southold 10/29/2015 P.O.Box 1179 `" 53095 Main Rd -14,0 �o�,+' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37877 Date: 10/29/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 240 Bunny Ln,New Suffolk SCTM#: 473889 SecBlock/Lot: 117.-6-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/10/2015 pursuant to which Building Permit No. 39995 dated 8/10/2015 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: ALTERATION FOR CELLAR ENTRANCE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Costanzo,James&Dodici,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u oriz d Signature TOWN OF SOUTHOLD „., gUFFour o'W %, BUILDING DEPARTMENT o a TOWN CLERK'S OFFICE }:oy AO' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39995 Date: 8/10/2015 Permission is hereby granted to: Costanzo, James & Dodici, John PO BOX 241 New Suffolk, NY 11792 To: Addition to a Single Family Dwelling; Garage Addition & Cellar Entrance, as applied for. (Garage addition not being constructed per owner 4/10/13) Replaces BP#36893 At premises located at: 240 Bunny Ln, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-6-27 Pursuant to application dated 8/10/2015 and approved by the Building Inspector. To expire on 2/8/2017. I Fees: PERMIT RENEWAL $100.00 Total: $100.00 Building ector "1 TOWN OF SOUTHOLD ��o,sUiFo��4,0%.• BUILDING DEPARTMENT + TOWN CLERK'S OFFICE y at so SOUTHOLD,,NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36893 Date: 12/28/2011 Permission is hereby granted to: Costanzo, James & Dodici, John 2342 N Wading River Rd Wading River, NY 11792 To: Addition to a Single Family Dwelling; Garage Addition & Cellar Entrance, as applied for. 10‘,V1 1.ifi (off Pep,p 1 °to A= Cpla,Ay _ At premises located at: 240 Bunny Ln, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-6-27 Pursuant to application dated 12/19/2011 and approved by the Building Inspector. To expire on 6/28/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $455.20 Total: " $505.20 0 a re.doc:_d. fa Na of 200.00-fk 100 .00 Building Inspector Form No.6 fd TOWN OF SOUTHOLD. Cc 803 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. Swam 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 epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 9 Q Date. 02 — 1/ New Construction: v Old or Pre-existing Building: (check one) - Location of Property: I A , '. L. ' - House No. Street Hamlet Owner or Owners of Property: aCurrtQJA 0,0MZO cr, m eVA1.t`A- Suffolk County Tax Map No 1000, Section \ rt Block (o Lot d 1 Subdivision Filed Map. Lot: Permit No. 3(,) 93 Date of Permit. I Applicant: Health Dept.Approval: Underwriters Approval: . . Planning Board Approval: / Request for: Temporary Certificate Final Certificate: 1 (check one) Fee Submitted: $ D%-kro c)a_ \ e,c) VD\A/,0 Applicant Signature O ,OF SOU _l ly 0'.1 PC[43-- -- O ,i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .rte= ._ __ 1 DATE INSPECTOR SOUTyo`o`, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f(26\1\-AQ-44-C-- SP4-14,tA)--at TL-4) P DATE 3 INSPECTOR I 311R0 c1-7---. -' oF soy ,�'o� SO/4;k\ cf TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: , �' 6!7 DATE /0761741-1NSPECTOR' 1 . gPE ILN QN REPORT I DATE I cOMM1s j /J// .- "‘`:-.(4-- edy. ; " . >5‘r '- )r-41:4-' /4t4C 1—DI I • FOUNDATION(1ST) Al'--1-`-f --1--,7--- ' 1 •I • , FOUNDATION(2ND) '��i.� t�i • . O pc, • • r I to ct PLUMBING L ' .. ,�..� '"''�' tom' INSULATION ., . . - $ y • STATE ENERGY CODE • 4 • 54/, r/3 ,�5�' ov cN . l 74- /•, /` tF4 1- Atn /6/42-6 / - r FINAL 1, .---9-',4..t- ADDITIONAL COMMENTS 26-a .°0 paide . go pur ,fl AR ,eep>Li- ,8 / ©39 . '& 5 t 20 A J cep' Wl o o • o z g ;131 J ( 13 — En‘5--NN . ,,_,i_11 i9i— GQ Gam-P, � 0-� C��1 A- C • , • i.....# :00 '-I©- 15 TQ uI(o.CO Tfeii 3,093 ix- e7I53 or-pail-iv tat c o i ,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 6 '7 7 Survey SoutholdTown.NorthFork.net PERMIT Nth Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application et 7 /` Flood Permit" Examined r ,20 l ( Single&Separate DE V EU Storm-Water Assessment Form Contact: Approved ) 9-7 ,20 ` _ 11 DEC 1 9 2011 Mail to:gai WO 401 i�i Disappre ed a/c Win( I bq ovit tv lig 71 BLDG DEPT. Phone: 183/, g16..3 723 TOWN OF SOUTHOLD Expiration ' d g 20 /3 ? . vz v� J ildg- -At CQ WL '. Building Inspector U APPLICATION FOR BUILDING PERMIT • • Date 1,) I 15 , 20 I INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the e 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'lhspector may authorize, in writing,the pxtensioil 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. 4/,LIA.., G abe—ktir-C6 (Signature of appfl ant or name, if a corporation) P61 x,04 ill ,-4 :64211 AL/ // 72 (Mailing address of applicant) 0/4,061 i ,te. 7ZZ:7/- State whether applicant is owner, lessee, agent, arch , engineer, general contractor, electrician,plumber or builder a11 C,kilte_4- Name of owner of prem_ises �ti o�LL A a i.J ' C OS�al1 Z�U "(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. 027 313— I Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop sed work will " al't 1'w.li N11 i4 r, ,, tl() ' ,Ea,�s�_�tu ��:s•.o � .� Z House Number Sheet a M aer< �r,�t��l0 Ham t 117 tlS,i',t its i atriox3 no;t aimmO County Tax Map No. 1000 Section ~1 1 I Block Lot (-3 7 Subdivision Filed Map No. Lot ' - . 2. State existing use and occupancy of premises and intended use and occL ancy of proposed construction: a. Existing use and occupancy '3 (ii l - I-awl i I-'l es i G(..¢.ice_ b. Intended use and occupancy i ;is' I - Fc..1,-.i I Li ife/i.i e-e.._, 3. Nature of work (check which applicable): New Building Addition f Alteration Repair Removal Demolition Other Work , (Description) 4. Estimated Cost 75 301 0 00Fee _ '(To be paid on filing this a plication) 5. If dwelling, number of dwelling units y'/ ' Number of dwelling.units on each floor /&.. If garage, number of cars ,. 1 6. ,If business, commercial or mixed occupancy, specify nature and extent of each type of use. -A k..... 7. Dimensions of existing structures, if any: Front r I -Rear Depth Height - Number of Stories/ qG�x/ aefru 11 2'L I I Dimensions of same structure wirations or additions: Front 0,2L Rear O`'I Depth 0 LI ' Height L2 '- t-/'r Number of Stories j MAgigsdAhri-, - •- - - rout bin Rear Depth Height Number of Stories I 9. Size of lot: Front /0 to, '?q ' Rear 10 3.Z (p ' Depth 2,400 10. Date of Purchase d 11 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 W 13. Will lot be're-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of pr mises. l Dock E,4..; Address('hht i.tt��d�oz•�"1 one No. 6 31.9>1° 72 3 �I Name of Architect Pri Val 7,_I�r )41i'c ec;F Address Pb 'I6q S Gu,/.Phone No ti3), (/4),3173 Name of Contractor, / A r`.i- ���. Address Phone No. G'3/o i, /• 5-0�r c 5' ' 15 a. Is this property within 100,feet of a tida wetland or a freshwater wetland? *YES NO V * 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 "c e -L'��- #��"�P/�` cJ 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.lt,/ 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) pi SS: COUNTY OF� / being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the4q.611. 5- 1,/ / (Contract r, Agei t, orporate 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. ANA MARIA MEDINA Sworn t before me this Notary Public,State of New Yolk I T`" day of 20 I Qualified,imSuffolk County No.01ME6146136 Commission Expires May 15,20 r " Actit_cit V(1)-CAc9—� r Notary Public Signat ire o pplic nt B, P. 44 36 89.3 I BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 124��"f Date Reviewed: 19'7a71/ �/ D , , Applicant: /lam. Ir-pt_ Owner: ji-,4"4"-- Architect/ r--12 Estimated Cost: 3 O SCTM# 1000 — 117 - _ P--7 Subdivision: Zone: Conforming? _ Property Address: 0.--I.1- of City: /( t _ '-11 Pre COs? Building Permits (Open/Expired): BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- , Info. BP -Z/C/O Z- ,Info: BP -Z/C/O Z- ,Info: Single& Separate Search Required? Y or No Determination: SToR MW- t._RA N-4,F-.F REQ. Lot Size: ACT. Lot Size: P-°) 9 7( - 49-1-e, REQ. Lot Coy. a o% ACT. Lot Gov. REQ. Front ACT. Front REQSide ACT. SREQ. Rear PROP. Rear / Q REQ. Height 3 ACT. Height // R e ist. boTH SIDES A C T Project Description: �"'L £4—Q--}�fa-7-.- Waterfro ? Y or ? If yes,water body. Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED pLRN S(q) SIGNED, SEALED SURVeY oR strE P1-AN Suffolk County Health: Y orb -- If yes, *Bed#: *Date: _/_/_*Permit#: _ Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 911/75 Y or 67- Date: / / Permit#: or NJ Letter- Notes: Southold Trustees: Y or&- Date: / / Permit#: _ or NJ Letter-Notes: Southold ZBA: Y or N - Date: / / , Permit#: -Notes: Southold Planning: Y or9- Date: '/ / Permit#: -Notes: Town Landmark C of A: Y orODTE: / / *NYS CODE Compliance(page 2): Y or N CONTRA-cTToR 11cENSt PISABILITY ll/+BlL.rTY _.wokk"eNs Cof4PE/VS4TIoN Notes: a , M Fee Structure: Calculation: Foundation: Ps SF 1°-' g X'$ , 11-0=$j-75.C,a O First Floor: 5-76 SF + Initial Fee: $ 3-o o r 0 0 Second Floor: SF +Additional Fee ( ): $ Other: SF SFX$ , _$ Total: 63 $ SF • +Initial Fee: $ +Additional Fee ( ): $ C ofo FEE) It5O100 1- A S B U I L T FEE --e-- TOTAL: $ / -51-5 - NEW YORK STATE CODE COMPLIANCE CHECKLIST • CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 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: • • HEIGIIT/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: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: YIN EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: YIN 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 (RESCNECK,� TOTAL COMPLIENCE?-Y/N (RETURN TO PAGE ONE) --,._„ Southold Town Building Department ,�a�U� EFO[,• C®G P.O.Box 1179 Permit#: 36893 s�' 54375 Main Road s Permit Date: 12/28/2011 `-0 Southold,New York 11971 , p- (631)765-1802 Expiration Date: 6/28/2013 ` Z ' ' Parcel ID: 117.-6-27 BUILDING PERMIT RENEWAL LETTER Dated: 5/30/2014 Applicant: Kazel, Keri-Architect Location: 240 Bunny Ln,New Suffolk Work Description: RESIDENTIAL ADDITION Addition to a Single Family Dwelling; Garage Addition& Cellar Entrance, as applied for. (Garage addition not being constructed per owner 4/10/13) A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Costanzo, James&Dodici, John Address: 2342 N Wading River Rd Wading River,NY 11792 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department Q�OOFFQur�oG P.O.Box 1179 Permit#: 36893 r'3 Vi 53095 Main Rd co Southold,New York 11971 Permit Date: 12/28/2011 49l * (631)765-1802 Expiration Date: 6/28/2013 - „, Parcel ID: 117.-6-27 BUILDING PERMIT RENEWAL LETTER Dated: 7/1/2015 Applicant: Kazel,Keri-Architect Location: 240 Bunny Ln,New Suffolk Work Description: RESIDENTIAL ADDITION Addition to a Single Family Dwelling; Garage Addition&Cellar Entrance, as applied for. (Garage addition not being constructed per owner 4/10/13) A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Costanzo, James&Dodici, John Address: 2342 N Wading River Rd Wading River,NY 11792 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 • THANK YOU, SOUTHOLD TOWN BUILDING DEPT. .'L.;-31-01 11 c 54A WWSPC 16312988565 P.02 I N/F FOGARTY • S 06. 49• w2e or w - i • W . . • rri . d N/F Y02Z0 • ', • tLt' Sor0 N/F HARTUNG • 41 • r'1 Cn+c otOr W wore.cm Jar f�RAtwQ 7/2 STORY WOOD FRAME,4. Cz —5-Rgs • TI CAMrl �: O 061110C PI NI 4.0 .wuA O JD i ro N 06' 49' E 106.69' 240 BUNNY LANE SURKYEW 25 JUIN& 2001 SCALE I"-JO' WIW I'or AREA= 2Q99/ Sr DESCRIBED PROPER rr 0.482 OR ACRES • SI MAIE • NEW SUFFOLK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURWTED FOR MONICA BENNETT IAN L MOON TY TL 1004-117-0&-97 SURVEYED BY auvwAes l,ose4R11 XIV a owl sip aar ro rr awe RR MOP u swxr STANLEY J. 1SAXSCN JR. tl mow=Aro of 101.4r a• AAI wlO.rl 44L AoRoGi P.O. BOX 294 1f.0 7ar1NAa4.'urn warn No re,ric Aty t Locos matt ynwt NEW SUFFOLK, NY 11•., GuAsontro AgavomilL RSIMI ar711170,00/11 s LR ►OWNS 631 734- )1 WAV overo Auvricai Q.VA7.b►ro On GUARANTEED TO 0/ner>t A.tRARo1a mows 711r o // ' i ANDS YOR Al'nor 101[.aunt WbtAflvl..e Ir NYS L O. 49.1 MONK'A seafeMOHNE' =MY.Y Aa a-.(r UAP mor a[Are MN L.C RBST n!'Ura$00.170/0 OND110 tut 9tut Pt-COMIC ABSTRACT INC. SDrtf ID mmeA van NW D1R1023 ARNIM FORK BANK nor, GENERAL NOTES: SITE WORK: FINISHES: 11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER NOTES ' SECTIONS R602.8 AND R1001.16 OF THE RCONYS. . 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL DRAWING LIST TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK, REPORT,IN WRITING,TO THE ARCHITECT AND PRIOR TO INSTALLATION. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15.INSULATION IN ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 2, LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO SHEET# CONTENTS EXECUTION AND COMPLETION OF THE WORK. SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH 1"OF TREE DIAMETER, 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED BER-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BAITS OF R-15 AT EACH SIDE.ALL INSULATION SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED, THERE AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS T-1 COVER SHEET&PLOT PLAN NOTE: 2.ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE RCONYS 2010,OSHA,AND THE SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. SPACKLED SMOOTH. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. Desi in compliance with RCONYS 2010 A-1 FLOOR PLAN,FOUNDATION PLAN&ELEVATIONS LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. AND ND HANDRAILS SHALL COMPLY WITH SECTIONS 8314 AND 8315 OF THE RCONYS: THE MAXIMUM RISER HEIGHT A-2 CELLAR ENTRY,SECTIONS&DETAILS 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DROWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN 3.COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD, BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) SHALL 13.ALL STAIRS 8 S A AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS 3.ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. AND CEILINGS SHALE RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL SHALL NOT BE LESS THEN 36" CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL.HEIGHT AND BELOW THE A-3 CONNECTION DETAILS DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE HAVE WONDER BOARD INSTALLED, MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR REQUIRED HEADROOM HEIGHT, HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE SPECIFICALLY REQUIRED BY THE CODE. WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. 4. PROVIDE 5l8" MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING, PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL.IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON 4.DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT FOR 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING BOTH SIDES. TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CLARIFICATION. PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE PLUMBING: WATERPROOFING,ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF STRUCTURAL MEMBER ALLOWABLE DEFLECTION 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES, 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC.,.FOR COMPLETE MANUFACTURERS,AND IN CONFORMANCE WITH THE CONFOR,INCLUDING THE FOLLOWING: ALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON INSTALLATION. RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS NO FINISHED CEILING ATTACHED TO RAFTERS 11180 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC..,(TEMPORARY AND/OR 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. CONCRETE WORK: 3. INSULATE ALL WATER PIPING. INTERIOR WALLS AND PARTITIONS H/180 7. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER SECTION M1506 OF THE 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN,3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST l 1l4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, RCONYS: PROVIDE A SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI.CONCRETE SLABS ON GRADE 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO 8D NAILS AT EACH END, FLOORS AND PLASTERED CEILINGS 1/360 CONTINUOUS. TO BE REINFORCED WITH W.W.F.66-1010. 5, PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION, SYMBOL LEGEND 8.REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL ALL OTHER STRUCTURAL MEMBERS 11240 AND SPECIFICATIONS MESH SHALL CONFORM TO ASTM A185 AND A82, 6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. R EXTERIOR NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. WALLS WITH PLASTER OR STUCCO FINISH H/360 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3,DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN A .11,..=-11==.111=1.11:---=-_11 -- PPROVED METAL STIRRUPS OR HANGERS AND - JILL=Ill= EARTHALIGNMENT,ETC...MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK TIIAT MAY BE CONCEALED LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. HEATING AND COOLING: SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES 11240 ,11=-,11 -1 I 11-1117, IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. S IN STRICT ACCORDANCE WITH THE EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES 11120 MEMBERS SUPPORTING PROVIDED TO R E. ALL STUDS SHALL BE AND SECURED 4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. 1.PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. REALMMENDED NAILING SCHEDULE INCLUDED ID THE CONSTRUCTION DOCUMENTS AND AS NOTED: " 10• PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.3 OF THE RCONYS. WHERE .• : :`• POURED CONCRETE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AIS PER SECTION M1305.1.4 OF THE RCONYS, 5,ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 2,ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION 36"BELOW FINISHED GRADE, PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. OPENINGS SHALL NOT BE LESS T3.1. 'THAN 1 SF.FOR EACH 150 SF.OF UNDERFLOOR SPACE AREA, ONE SUCH VENTILATING OPENING 3, COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. 2,FRAMING TO SUIT WORK OF OTHER TRADES. TABLE R301.4 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS(PSF) EXISTING STUD WALL SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. 6.A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. TO REMAIN 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. 11.PROVIDE ATTIC ACCESS AS PER SECTION 8807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN MASONRY: 5. PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC,., USE LIVE LOAD 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM ELECTRICAL: NEW 2"X4"STUD WALL UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING, 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C. EXTERIOR BALCONIES 60 • @16"O,C.AND SHALL BE HOLLOW, 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33 OF THE RCONYS AND WITH THE NYS ENERGY CODE. ALONG SUPPRTED EDGES AND 10"O.C.AT INSUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UMTS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1000 PSI, MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNTI MASONRY ASTM C-270 AND SHALL BE REGULATIONS 1030.1 AND 1030.2 AND WITH THE NEW YORK STATE ENERGY CODE. JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED, DECKS 40 2 x CLG/FL JOISTS JOISTS ABOVE 12, REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. SHALL BE SIMILARLY INSTALLED. @ 16"O.C. 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, PASSENGER VEHICLE GARAGES 50 AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE AND ALL STATE AND LOCAL STANDARDS, G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, LOCATE END JOINTS OVER 13, ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS ATTICS WITHOUT STORAGE 10 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. IS 24" TERIOIl =RBOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE ATTICS WITH STORAGE 20 A5-2 SECTION/DETAIL FINAL PAYMENT 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES H.FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRT NG SURFACE. ARCHITECT,HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION 15. ALL FLOOR TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER ROOMS OTHER THAN SLEEPING ROOMS 40 UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, APPROVED EQUAL OVER SUBFLOOR FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OFSLEEPING ROOMS 30 S-1 _ BUILDING SEC'T'ION 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK. SITE TO B)E REPT IN BROOM CLEAN CONDITION INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3/4"PLYWOOD SUBFLOOR A5 THROUGHOUT ALL PHASES OF WORK. 4.ALL CONCRETE MASONRY UNTI WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING, 6.PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN STAIRS 40 16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT, 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI INSTALLATION, OR HEAVY GAUGE PLASTIC, ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, C WINDOW BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR,TOOLED JOINTS AS GUARDRAILS AND HANDRAILS 200 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. DIRECTED BY ARCHITECT, 7.ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT, DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL 6.FIRE ERICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. ABOVE ACCEPTANCE BY OWNER. AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES, 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF THE NEW YORK STATE ENERGY 7,FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 9.LABEL PANEL BOARD OF ALL CIRCUITS. S 06° 4 9' W 103.26' GIRDER/BEAM ABOVE CONSERVATION CODE AND THE RCONYS,REFERANCED STANDARD WFCM 1995. SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT, _� �` • �• 1•••••41•0. • �� 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL STRUCTURAL STEEL: 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, IN THE CONSTRUCTION DOCUMENTS. RETAIN STORM WATER RUNOFF I 1.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36, • PURSUANT TO CHAPTER 236 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN CARPENTRY AND LUMBER: O F THE TOWN CODE. I CONTRACTOR SHALL BE SOLELY RESPONSIBLE OR CONSTRUCTION OF THE WORK. 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST I FOR JOB SITE SAFETY DURING EDITION OF THE AISC SPECIFICATION, 1.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 1995 HIGH WIND EDITION OF THE WOOD FRAME • THIS PHASE MAINTAINING WORK& COMPLY WITH 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, LUMBER IS BE FURNISHED AND INSTALLED COMPLETE ALLHAPPLICABLEASOF WORK F &SHALL,STCO,&LY WITH SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS, 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ECT.,REQUIRED TO COMPLETE THE JOB, ALL REGULATIONS INCLUDING,BUT NOT LIMITED AL A307 BOLTS WITH LOCK WASHERS, STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN TO,BUILDING CODES,OSHA REGULATIONS, ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. ACCORDANCE WITH THE 1995 HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL.WHERE FASTENERS ARE ' LIFE SAFETY CODES,&HAZARDOUS MATERIAL 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION 8303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. NOT SPECIFICALLY INDICTATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL REMOVAL&DISPOSAL LAWS, FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPERABLE AREA TO THE OUTDOORS SHALL BE 4%OF HE COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. LESS THAN 8%OF TI 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN THE FLOOR AREA BEING VENTILATED. WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. 2.ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE ELECT f i / L • THE CONTRACTOR SHALL INDEMNIFY&HOLD 25. ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF'THE RCONYS. ANY UNSTABLE SOIL/SUBSURFACE INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ONI ' ° c . -. ' 1 I HOLD HARMLESS THE OWNER,THE ARCHITECT, CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE 6.ALL WALL BEARIlNG REAMS TO HAVE STANDARD ANGLES ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON &THEIR AGENTS&EMPLOYEES FROM& CONTINUATION OF WORK. ON DRAWINGS. DETAILS. EXPENSESAGNST ALL CLAIMS, & ARISING 0 OR RESULTING MOISTURE PROTECTION: 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS or R902,1 of ma 12CONYS. 3.ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE I FROM ANY OF THE ITEMS LISTED ABOVE I 1.FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 0f' U I �` 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R317 OF THE RCONYS: SMOKE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK AND k ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE T APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT ALL WALL PLYWOOD TO BE 1/2"THICK. E THE CONTRACTOR SHALL VERIFY ALL FIELD f���; ��� s II AWRY I Z.ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO ,s,.„. A a UPI�a•�.�r n 1 , L. CONDITIONS&NOTIFY THE ARCHITECT OF ANY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WTT'H MASONRY CONCRETE OR EXPOSED TO THE ELEMENIIS MUST BE -' CONDITIONS NOT ASSUMED.HE SHALL TAKE& INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. W a ;;c"5 f rt '� r "`1 r I p I e�� POLYS fITYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED • ,-I . 1 I t M� r t_t a I I; o . . 1 BE RESPOSIBLE FOR FIELD MEASUREMENTS 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R323 OF FOR WATER-BOURNE PRESERVATIVE TREATMENT. -� I AS REQUIRED DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. o °, .er°r" !I F / THE RCONYS. 5.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL ' ```,�' ' -: 1 3, TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 8324 OF THE RCONYS, THE ARCHITECT SHALL BE HELD HARMLESS BY 29.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE ANY AGENCY FOR ANY"ERRORS&OMISSIONS" ACCORDANCE WITH ACCEPTED PRACTICE. OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DIELIVERING A COMPLETED PROJECT IN SUBMITTED FOR REVIEW. I '0 4.FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS ON THESE DOCUMENTS INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND 030. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL 6,PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF LOT AREA: 20,991 S.F. m THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. O R l7 APPROVED AS NOTED "METHODS&MEANS"OF CONSTRUCTION.THE WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH Z I 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBIED IN THE FINAL,REVISED PUNCH LIST AT THE CARPENTRY,MASONRY,AND ROOFING TRADES. 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPIECEICATIONS. 0.4132 ACRES I:)/-•' -- ()2-4-7-11-/' B.P. 1 g ARCHITECT IS NOT RESPONSIBLE FOR FIELDSUPERVISION. CLOSEOUT OF THE CONSTRUCTION. 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS, UNITS 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD, F, ,_ SS,( -61 BY 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR TO BE ALIGNED WITH SLOPING ROOF TRUSSES. 5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE.5/8"THICK MOISTURE �p I N t: ',, 1 .F,.J!L D I N G DEPARTMENT AT Z RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED 8 A f41 TO 4 P M FOR THE OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE TILE PERFORMANCE OF THEIR CONTRACTS. CT 7 8 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE F 00 BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS WINDOWS AND OTHER OPENINGS TO THE EXTERIOR. ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. CT 'r�-, INSPECTIONS: - . 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE1. ?I 0 N-TWO REQUIRED ° 9.ALL EXTERIOR WALLS TO BE 21(6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH ._ ARCHITECT PRIOR TO CONTINUATION OF THE WORK. 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING I ; , ='0 U R E D C 0 N C R ETE £ ALLCODES OF C2 CONI:F=L yi 1 : I--i WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT ASTUD ISLOCATED ATTHE BEARING POINT OFEACH WOOD TRUSS ORJOIST. 2 ,oi*�Uhi-FRAMING,PLUMBING, NEW YJ I� STATE & TOWN CODES 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY W �. `✓��, G � � � ESCAPE&RESCUE OPENING AS PER SECTION R310 OF THE RCONYS:EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED r.. G ELECTRICAL&CAULKING C „pith -� ©F SILL HEIGHT OF NOT MORE THAN 44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5,7 SQUARE AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR. "--+I 3 ATI O N I AS REQUIRED FEET. 40 4 '.,!-CONSTRUCTION &ELECTRICAL O SOF HOLO TOWN ZBA M. `3T BE COMPLETE FOR C.O. 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION " A' _.-.NSTRUCTION SHALL MEET THE b _ SOUTHO_ tJ�.NNING BOARD 8308.4 OF THE RCONYS: ALL GLASS LESS THAN 18 ABOVE THE FLOOR SHALL BE TEMPERED. TABLE R301.2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA R� CEMENTS OF THE CODES OF NEW O ( r 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE YORK STATE. NOT RESPONSI BLE FOR 1/ . SO 1', T�'VJN TRl]'TEE$\ RCONYs. WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD DESIGN OR CONSTRUCTION ERRORS.GROUND DECi 37. FMEBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) SNOW DESIGN DESIGN UNDERLAYMENT HAZE RDS I WOOD PLATFORM - _ AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SPEED(MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT SECTION R602.8 OF THE RCONYS.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8314.8 OF THE RCONYS. • WITH STEPS TO GRADE 1 CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001.16 OF THE RCONYS. 20 PSF 110 B SEVERE 36" M-H SM 11° YES X I 24'-3 " / 25' PROPOSED 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION 8309 OF THE RCONYS:OPENINGS BETWEEN THE GARAGE AND .'� /// // // • RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. N ///j// // ;/(;/, / PROPOSED GARAGE ADDITION: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE N PLOT P LAN �/ ._ �+ I / SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SCALE, 1/16 -1 0 / DODICI & CO STAND RESIDENCE WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE ,;/ P RO,POSED PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO TAKEN FROM A SURVEY PREPARED BY ;"7'1 STOE Y WOOD j o SEPARATE THE GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER STANLEY J. ISAKSEN,JR. EXISTING 14 '/FRAM 0 GARAGE I i 240 BUNNY LANE OF 5/8"THICK TYPE"X"GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.1 OF THE I D UES FOR VISUALLY GRADED LUMBER NEW SUFFOLK, NY 11958 I 20,1' EXIST Sr0 RY WOOD S i// /7z // j NEW SUFFOLK, NY RCONYS. OPENINGS INHORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE TABLE 4A WFCMOI. BASIC DESIGN VALUES �j� � DATED JUNE 25, 2001 FRAME DWELLING , / ;/ / }}.�� PROTECTED BY VERTICAL SEPARATIONS, <s/;/, lid 25'-5" PROPOSED t lam' 39.NON-HABITABLE SPACES SHALL COMPLY WITH SECTION 8303 OF THE RCONYS. SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING I \4i ' -0" I �+ L SIZE PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULESISSUED FOR: BUILDING PERMIT 40.PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. COM.GRADE ) TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY 20,000- 39,999 S.F. S.C.T.M. # 1000-117-06-27 C/1 EXISTING MASONRYI I q „ . 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. WCLIB I 00 i ' �; w PATI O TO BE BUILDING ELEVATIONS DOUG-FIR#2 2"+ 875 575 95 625 1300 1,600,000 REQUIRED PROPOSED WWPA ' %%��.. _ ;13'-4" 6 REMOVED``- M-�j (7 TABLE 4D WFCMO1: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5"X5" AND LARGER) FRONT YARD 40' 40'-2" I PROPOSED. $ , - ,- a r KERI KAZEL ARCHITECT P.C. • V liLL..7' 1 �R2VVINDEMERECOURT,P.O.BOX I69SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING REAR YARD 50' 135'-10" wNSIZEPARALLEL PARALLEL PERPENDICULARPARALLELELASTICITYRULES EXISTING RETAINING SPEONK,NY11972COM.GRADE ) TO GRAINTO GRAINTO GRAINTO GRAIN c AGENCY I 1 ,N WALLS TO BE REMOVED 1"--- PHONE:631-874-2925 FAX:63 -874- 3 (Ft) (Fv) (Fe) � ) �) I l 7 77 POSTS& SIDE YARD MIN. 15' 20-1 KERI@KERIKAZEL.COM DOUG-FIR#2 TIMBERS 750 475 85 625 700 1,300,000 WCLIBL - BOTH SIDE YARDS 35' 45'-2" • _. • •+ �'� • o-` '-•- • - `\- DATE: DECEMBER 15,2011 N 06 49' E 106.69' 197.48' LOT COVERAGE 20% MAX 8.23% BUNNY LANE SCALE: 1/4"=1'-0" T 1 PROJECT NO. 1 rmil R312 GUARDRAILS: PORCHES, NOTES BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR • OR GRADE TO BE INSTALLED WITH 36"HIGH RAILINGS, / 3'-4" / 24'-3 1/2" / BALUSTERS NOT TO ALLOW / 24'-3 1/2" / 12"DIA. SONOTUBE PIER TO 36"BELOW GRADE NEW 8"P.C. FOUNDATION PASSAGE OF A SPHERE 4"OR (2) 2x 8 LOW P.T.WOOD WALL ON 16"x 8"P.C. FOOTING MORE IN DIAMETER. 3'-6" 12'-1 3/4" 12'-1 3/4" GIRDER ANCHORED TO NEW 2x 6 P.T. y CN24 CASEMENT / 2868 4x4 POST WITH SIMPSON DECK JSTS-16 O.C. EXT.INSU 7'-8"HD.HT. BCS2-3/6 POST CAP - EXT. INSUL. DOOR ABOVE TOP OF �.-v.- 611 --� WITH LITE. , \ \ 1010 -i(- \ j.; 1 7'I \i \ \ N�+ ,` CONCRETE u \ \ \ / 1E4 I, T- - ', .-I' _ UP (2) 2x 8 HDR N oo 11 4:,:; 00 r 2� _ �_ NEW 16"TJi�560) @ 16"O.C. 10 0 ire �' �� R _ I Ivj N ! PROVIDE SIMPSON 1US3.5/16 i� JOIST HANGER AT LEDGER II ., • •�'• \ N ' '-8" 19'-!" \ ��I I' 7 , I, J ii..'':/,/ 3'-7" / 19'-4 1/2" 8" / .��" /� ' _J ZN1 DROP DOWN 14"BELOW TOP 1 4"x 16"LVL LEDGER SECURED TO a 2x 6 P.T. LEDGER SECURED OF FOUNDATION WALL i'" _ I SYMBOL LEGEND °� EXISTING STUDS WITH "DIA.x 5" LONG WITH i"DIA. S.S. LAG SCREWS N / (W/WASHERS) STAGGERED f ce) LAG SCREWS*WASHERS AT 16"O.C. o ' I STAGGERED TOP&BOTTOM fl Iz ! O T&B @ 12"O.C.WITH g.1 // I , p II-rill-I➢1-I�-III- FLASHING OVER TOP (TYP) A2 u`�_ ill Ilfl -EII_II EARTH QI 2868 DOOR =Q ! 0 S AREA OF RAISED PITCH SLAB DOWN O / UP 1�R W/SELF-CLOSING 45 MIN. FIRE RATED J ' ue O 4"P.C.SLAB ) co ` @ 6 � '9 co f- I POURED CONCRETE 2"TOWARD DOOR N N ') DEVICE-R309.1 M p I p • N r CV EXISTING 2868 N °- Zo\ EXT. INSUL. DOOR 1010-\- a co 1 EXISTING STUD WALL NEW GARAGE SLAB WITH LITE. UP NEW-GARAGE M W TO REMAIN 3'-11 1/2" I, 4"P.C.SLAB WITH 6x6, 10/10 W.W.M 0 2R B"TYPE"X"GYP. BD. ,-" 0 EXISTING 11 (3,500 PSI CONC. MIN.) OVER 6 MIL EXISTING 3'-11 1/2" LINE OF EXIST. ON GARAGE WALLS M NEW 2"X4"STUD WALL BASEMENT POLYVAPOR BARRIER OVER 4"CRUSHED KITCHEN AND CEILING (TYP) ...../ MASONRY § @16"O.C. �.. PATIO TO GRAVEL. % I REMOVED-N.,BEPROVIDE 1"TYPE"X"GYP. BD. . 2 x CLG/FL JOISTS JOISTS ABOVE TO GARAGE AREA P WALLS ADJECENT @ 16"O.C. 23'-6 1/2" I _ �--1010---- \ .4 \ g 0 / 22' 8" ``' (1) PLY TRIMMEiR 10__-_•-_-_ SECTION/DETAIL ' • /I a 2 -' S-1 BUILDING SECTION to J, M �� F- 2 2x8H A5 '''''''"\\.-":::.',..�. • .,!,,,,.:1•,_ ,:;;•,:f r��,,%+'.,,.,. x;.r., `^`'I� EXISTING j•- � (2) x 8 HDR (2) DR . ... ... . . .. ��. .. . , ♦ ... . v � � \ \ LIVING RM �� y J / ■ CN24 CASEMENT CN24 CASEMENT \ \ I I WINDOW DOWELING NOTE: - EXISTING PROVIDE 12" LONG#5 EPDXY COATED EXISTING @ 7'-8"HD. Hf. @ 7'-8" HD. HT. MASONRY O ABOVE <> CHIMNEY REBARS @16"O.C. VERTICALLY WITH 12" S CHIMNEY CONCRETE F CONCRETE OF TO REMAIN EMBEDMENT CONNECTING THE NEW TO REMAIN & EXISTING FOUNDATION WALLS & FOOTINGS. -1010--1010 GIRDERBEAMABOVE FILL GAPS IN FOOTINGS &WALLS WITH / 7'-4" / 10'-8" / 6' / / EPDXY MORTAR. 24' / / 24,x, / o CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL INC ING,BUT NOT LIMITED - 7._____, \ TO, UILDING CODE OSHA REGULATIONS, ,57(:) 4-4-1:_, - LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL LAWS. GARAGE FOUNDATION PLAN GARAGE FLOOR PLAN- -. , THE CONTRACTOR SHALL INDEMNIFY&HOLD SCALE: 1/4"=1'-0" SCALE: �l/4r'=1'-0" HOLD HARMLESS THE OWNER,THE ARCHITECT, GARAGE AREA: 576 SQ. FT. &THEIR AGENTS&EMPLOYEES FROM& / AGAINST ALL CLAIMS,DAMAGES,LOSSES,& EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE / NEW GARAGE ADDITION EXISTING THE CONTRACTOR SHALL VERIFY ALL HELD j-'-I T-1 fl CONDITIONS&NOTIFY THE ARCHITECT OF ANY IL � � EXISTING MASONRY I CONDITIONS NOT ASSUMED.HE SHALL TAKE& ' i BE RESPOSIBLE FOR FIELD MEASUREMENTS N � � � � 1 AS REQUIRED - : =NEM I I I MUM IL. =. - __- _ THE ARCHITECT SHALL BE HELD HARMLESS BY - EXISTING MASONRY _ _ ����� M, EXISTING MASONRY - - ; - - ANY AGENCY FOR ANY"ERRORS&OMISSIONS" CHIMNEY TO REMAIN n■� - - - _ 1010. r AMMO CHIMNEY TO REMAIN 1 i � .-[-L J. .+ L 1 ON THESE DOCUMENTS -_ - _ - - - - - ���� ■ _ - THE CONTRACTOR IS SOLELY RESPONSIBLE FOR E- - -_- _ ___::RI N _ "METHODS&MEANS"OF CONSTRUCTION.THE ' I I - - 1 ���■1■1■■■11■1■■ ■IA • - �-- wrmwv.�.l■ I..n eil. ■ , 1010, ARCHITECTIS NOT RESPONSIBLE FOR FIELD ■i, ■ �- SUPERVISION. n.In.■n.I■.nI1■P ASTMS ME i®o■I�N■■h. - - - - 11 I■M■InI1.■■I I/, d111.ni krI _ I.I■VIII 11.11■i► - ■■■■1■I■■n■I■IIV IIIU0��iv:�■I.I_ I�■ 111111 MAUI - _ -- = W -- i 1 11111111111111111111," TOMMMIIIIIIIIMM - - UMar ■I■11■■■1■^ 1■_ ■■.n■1■■■n■In■■II■Ii. 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MIYIM 16" ■■IIU•IMIIIIM1�n.Inlln■Inn■■-__■■I■n■■■I■ ■n■IUII■n■i ■u■■■rnu■n■Inu■■■In1I■■■In■■■■I■nnn■I■11■■■In it- II I- . Intl.■_ ■■In■■■■I■■ 2x 4 OR 2x 6 STUDS- O.C.oc81111111111ff11 WILIN 1■.I■■■I■I■■■■I■I■■■■1■1■■■■1■�■■■■I■I■■■■I■I■■■■I■I■I ■ 11111,11111M111DODICI & COSTANO RESIDENCE 1■■■■ , i , � � - , 1 1■ ■I 1 1 1 1 1 I " ■1 I .n 1.�n■1 1....1.1...E I.1..n.LL1 I■1■1■■■■I■1_ - .- _ ..1010- 1010 . 1 a 7 1 .. om ■- 1 1/2 TYPE X G.W.B. N 1 I I 111 1 J I l U I I h i l l J 1■■■Ia1■■� ■■1■■�1■in■■ 1■■111■■I■■I 1■1■■In■t1■ ■■1!■I■■■1■!I■■■It■I■■■1■ 1 1 ■■ i■I 1 ■■■1■■II 240 BUNNY LANE I z I I z 1 NEW SUFFOLK, NY I g I I g I r LI -. d LI -- rj ISSUED FOR: BUILDING PERMIT r J �' -.1 , <> FLOOR PLAN, FOUNDATION PLAN L_J STEP FOOTING DOWN r-� r-� STEP FOOTING DOWN EXISTING �, NEW GARAGE ADDITION L r r & ELEVATIONS / TO MEET EXISTING (TYP) L. r TO MEET EXISTING (TYP) I r r --__I TYPICAL EXTERIOR WALL L L_-_L - KERI KAZEL ARCHITECT P.C. T- CEDAR SHAKE TO MATCH EXISTING L TYVEK HOUSE WRAP OR EQUAL 2 WINDEMERE COURT,P.O.BOX 169 EXISTING / NEW GARAGE ADDITION 3"PLYWOOD SHEATHING SPEONK,NY 11972 2x 4 OR 2x 6 STUDS-16"O.C. PHONE:631-874-2925 FAX:631-874-7377 1/2"TYPE"X"G.W.B. KERI@KERIKAZEL.COM PARTIAL FRONT ELEVATION RIGHT SIDE ELEVATION PARTIAL REAR ELEVATION SCALE; 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=l'-0" DATE: DECEMBER 15,2011 SCALE: 1/4"=l'-0" A. 1 PROJECT NO. NOTES. 1 UNFINISHED v IBASEMENT+/- $,_2" EXISTING M.O. TPO FLAT ROOFING MEMBRANE OVER TAPERED INSULATION. TO BE CLOSED IN. EXISTING Ill PITCHED TO ENDS OVER "PLYWOOD NEW 3068 EXT. BASEMENT ROOF SHEATHING. rr� ���-;:;•;•---:: NEW TW2842 INSUL.W/LITE S TOP OF NEW GARAGE DECORATIVE 18" @ 6'-8"HD.HT. EXISTING GARAGE ROOF TO BE 12"MIN. HIGH RAILING SIMPSON HDU2-SDS2.5 NEW 10"P.C. EXISTING HEADER�TO REM IN DOOR TO BE REMOVED BELOW EXISTING WINDOW SIMPSON RAI H2.5 CLIP HOEDOWN STEPS __ "sr N SILL @BEDROOM (V.I.F.) ATTACH POSTS TO RIM JOIST -- '":`: _,�_ @EACH JOIST W/ (2) "DIA. S.S.LAG.SCREWS , ` 6„ TO BE PIP ED INTO " EXISTING \ c®) • �� ' f' `/ POS � � EXISTING TRENCH �__,_ _ _ _ : 5/8"O THREADED ROD _ p� DRAIN DRYWELL BEDROOM 1771 1T�—"77rr1 rTITIT n7iT1717r71-7 I ® 6R o ,iii ui iiiii Hill niiiiip" 1 �_ I `* L=J4J_,J. �,1U 1�11�.1UUuL1111.11� IA 1' EXISTING TRENCH INipd �, -�- �.� .., - REMOVEDDRAIN TO BE NEW 16"TJI (560} @ 16"O.C. �„ .I .z._Y, .,y., 0 -,^' �.'..c ,,. ,• , . _ SYMBOL LEGEND PROVIDE SIMPSON IUS3.5/16 e TYPE"X"GYP. BD. � TYPICAL EXTERIOR WALL CONSTRUCTION ,..it \ '.-jam. . M�„ -• . '=--.'�, - r= -= "�T> JOIST HANGER AT LEDGER ON GARAGE WALLS CEDAR SHAKE TO MATCH EXISTINGAND CEILING (TYP) TYVEK HOUSE WRAP OR EQUALIu; \\-1rx16"LVL LEDGER SECURED TO (3) 1 3/4"x 11 7/8" 4"PLYWOOD SHEATHING NEW GUARD RAIL INSTALLED +/- 13'-4"EXISTINGLL a , HT N RE AINING �- 1I�-,1111-11 03_11l EARTH LVL HEADER 2x 4 OR 2x 6 STUDS-16 O.C. ��� ON FOUNDATION WALL. / / WALLS TO BE EXISTING STOOP PER ��-EXISTING STUDS WITH DIA.x 5 LONG „ I�•WIWI R312 GUARDRAILS: PORCHES, ' REMOVED L TO REMAIN S i LAG SCREWS W/WASHERS AT 16"O.C. NEW GARAGE a TYPE"X"G.W.B. -ate STAGGERED TOP&BOTTOM Tall BALCONIES AND STAIR DOWELING NOTE: I ' POURED CONCRETE 0 Ib 5/8'10 ANCHOR BOLT OR LANDINGS 30"ABOVE FLOOR EXISTING J GARAGE DOOR ADHESIVE ANCHOR OR GRADE TO BE INSTALLED PROVIDE 12"LONG#5 EPDXY COATED j U 4"P.C. SLAB WITH 6x6, 10/10 W.W.M WITH 36"HIGH RAILINGS, REBARS @16"O.C.VERTICALLY WITH 12" L -' EXISTING STUD WALL KITCHEN o (3,500 PSI CONC.MIN.) OVER 6 MIL o °' EMBEDMENT CONNECTING THE NEW BALUSTERS NOT TO ALLOW TO REMAIN inl POLYVAPOR BARRIER OVER 4"CRUSHED a • PASSAGE OF A SPHERE 4"OR &EXISTING FOUNDATION WALLS&FOOTINGS. y P. FILL GAPS IN FOOTINGS&WALLS WITH ( NEW 2"X4"STUD WALL GRAVEL. MORE IN DIAMETER. ° EPDXY MORTAR. . ....., •. @ 6 O.C. n EXISTING \." "" ' " WALL ON BASEMENT ��: Z D 1 : BUILDING DETAIL _ 16"x 8"P.C. FOOTING -..1 2 x CLG/F JOISTS _ JOISTS ABOVE RAISE SLAB CONDITION 8"P.C. FOUNDATION WALL g ( ,��. AT ENTRY HALL ON 16"x 8"P.C.FOOTING NTS CG ` 'C)-I±:-.) ..„. EXISTING PARTIAL FOUNDATION PLAN m 5.2 SECTION/DETAIL FOUNDATION '� WALL&FTG. SHOWING PROPOSED OUTSIDE CELLAR ENTRY SCALE: 1/4"=1'-0" 0 BUILDING SECTION S 1 : BUILDING SECTION -J L. WINDOW SCALE: 1/4"=1'-0" ABOVE 0.0.--•-•---MIEM GIRDER/BEAM ABOVE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING,BUT NOT LIMITED TO,BUILDING CODES,OSHA REGULATIONS, LIFE SAFETY CODES,&HAZARDOUS MATERIAL REMOVAL&DISPOSAL LAWS. THE CONTRACTOR SHALL INDEMNIFY&HOLD HOLD HARMLESS THE OWNER,THE ARCHITECT, EXISTING SIDING &THEIR AGENTS&EMPLOYEES FROM& TO REMAIN _ -_ d AGAINST ALL CLAIMS DAMAGES,LOSSES,& ini�Aisii `— � M■■t■tu■it■t■n■tiu■■ EXPENSES ARISING OUT OF OR RSULTING MIMI nJ■1 u ignimm inifi ■■iii t■■I�t■■i1 _ ■Ii■■■�1■■ t1�t■tli�t■t It■■it. t■IIi11■I1���11■1■��� FROM ANY OF THE ITEMS LISTED ABOVE NEW GUARD RAIL INSTALLED �■ nt■■■tMn■■titt■■■tnt■i■t■tt■i■t■it■■■riit■■ ■��■ ■iii EXISTING STOOP MINiOitt■■ ■■t■i■II■■MEMOM■t■n�t■t■■i■t■n�■■t_ I■t■t■■ ■tai ■l�il11■t=1111■■■11�in■ 1111■■N■til111■■I■I111011�t■11��1■1■nI ■lid■■I ■//1 N --- TYP.WALL R 2 GUAON RDRAILS: PORCHES, 7■ttt■t■ IMMEM■tnt■■n■■t■■■t■■t■■■t■■t■_ nt�■n t MN ■in THE CONTRACTOR SHALL VERIFY ALL FIELD ALUM. FLASHING W/ BALCONIES ► �■1 t __ It■t■ t t ■ tl t m1 RE tt REMAIN �liir n■nr CONDITIONS&NOTIFY THE ARCHITECT OF ANY CONSTRUCTION AND STAIR 1 L U r 1 1 ■ CONDITIONS NOT ASSUMED.HE SHALL TAKE& DRIP EDGE TO RUN LANDINGS 30 ABOVE FLOOR t■ItiII■tII■t■■■tnt■■i ■ti■1r1i■11i■■t■■n■ t- IIMIM IMMIIi■IIInIMI BE RESPOSIBLE FOR FIELD MEASUREMENTS COMPOSITE DECKING OVER LEDGER AND UP OR GRADE TO BE INSTALLED �- III AS REQUIRED BEHIND SIDING TO 6" WITH 36" HIGH RAILINGS, is Z Fir. - J ['Ill � ABOVE BALUSTERS NOT TO ALLOW co - I THE ARCHITECT SHALL BE HELD HARMLESS BY SIMPSON H2.5 CLIPS TO DECKING NOTES•• RIDGE CONNECTION INFORMATION TABLE 3.3B USE SIMPSON STRONG TIE HGUS 410 TO TRANSFER LOAD TO WALL USE SIMPSON STRONG TIE FPC-44 AS POST CAP (WHERE APPLICABLE) UPLIFT STRAP CONNECTION REQUIREMENTS NOTE: (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) NAILING SCHEDULE(WFCM) REFER TO TABLE 3.3B AND USE 1-1/4"X 20 GAGE STRAP (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.3) TABLE 3.3 JOINT DESCRIPTION #OF COMMON NAILS NAIL SPACING REMARKS FASTEST-MILE WIND SPEED ROOF RAFTER OR TRUSS CONNECTION REQUIREMENTS ROOF FRAMING '� / (MPH) RAFTER TO TOP PLATE(TOE-NAILED) (3)8d PER RAFTER FASTEST-MILE WIND SPEED (MPH) CEILING JOIST TO TOP PLATE(TOE-NAILED) (3)8d PER RAFTER CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (10)16d EACH LAP PER HEEL JOINT SPLICE 'r *90 100 �1 0 120 CEILING JOISTS LAPS OVER PARTITION(FACE-NAILED) (10)16d EACH LAP p j,JOINT SPLICE '.-•,- cif" Aiki � °90 100 010 120 COLLAR TIE TO RAFTER(FACE-NAILED). SEE NOTE 2. (4)10d PER TIE Li. Ill At: ,, ';'~'� FRAMING SPACING ROOF SPAN NUMER OF 8D COMMON NAILS IN EACH - BLOCKING TO RAFTER(TOE-NAILED) (2)8d EACH END (IN) (FT.) END OF 1-114"X 20 GAGE STRAP�� RAFTER/TRUSS ROOF SPAN U' L` S U' L' S U` C S U' C S RIM BOARD TO RAFTER(END-NAILED) (2)16d EACH END ° �� 12 2 2 3 3 SPACING (IN.) (Fr) REQUIRED CAPACITY OF CONNECTION (LBS)''''' WALL FRAMING °° 16 2 2 3 4 12 145 143 210 198 176 210 256 213 210 320 254 210 TOP PLATE TO TOP PLATE(FACE-NAILED) (2)16d PER FOOT 20 2 3 3 4 16 178 243 316 395 TOP PLATE AT INTERSECTION(FACE-NAILED) (4)16d JOINTS-EACH SIDE • • 12 24 2 3 4 5 20 212 289 375 469 STUD TO STUD(FACE-NAILED) _ (2)16d 24"O.C. 12 24 245 335 435 545 HEADER TO HEADER(FACE-NAILED) 16d 16"O.C,ALONG EDGES 28 3 3 4 5 28 279 381 495 620 2 16d-2"x4" 32 3 4 5 6 32 312 428 555 695 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3 16d 2"x6" PER STUD 36 346 474 615 770 4 16d-2"x8" SYMBOL LEGEND 36 3 4 5 7 _ BOTTOM PLATE TO FLOOR JOISL BAND (2)16d PER FOOT IF WALL SHTHG.'IS CONT.OVER CONNECTED MEMBERS USE 12 193 191 280 264 235 280 341 284 280 427 339 280 JOIST,END JOIST BLOCKING(FACE-NAILED) (1)16d/FT. _..!' 12 2 3 3 4 16 238 325 421 526 JOIST TO SILL.TOP PLATE OR GIRDER(TOE-NAILED) (4)Sd PER JOISTrysTimaiiiT16 2 3 4 5 20 262 386 500 626 FLOOR FRAMING 1EARTH 3.2.2°1 ROOF ASSEMBLY TO WALL ASSEMBLY-NTS 20 3 4 4 5 16 24 327 447 560 T2s „ ��_�=E,�„ 16 24 3 4 5 6 28 371 509 660 828 BRIDGING TO JOIST(TOE•NAILED) (2)8d EACH END RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN 32 416 570 740 927 BLOCKING TO JOIST(TOE-NAILED) (2)8d EACH END ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.3 OR TABLE 3.3B. 28 3 4 6 7 36 461 632 820 1027 BLOCKING TO SILL OR TOP PLATE(70E•NAILED) (3)I6d EACH BLOCK '^ ,.•::•• POURED CONCRETE WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, 32 4 5 6 8 - LEDGER STRIP TO TO BEAM(TOE-NAILED) (3)16d EACH JOIST 36 4 5 7 - 12 232 229 336 316 282 336 410 341 360 512 406 360 JOIST ON LEDGER TOBEAM(TOE-NAILED) (3)8d PER JOIST RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND 16 285 390 505 631 BAND JOIST TO JOIST(END-NAILED) (3)16d PER JOIST THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH 20 339 463 601 751 BAND JOIST TO SILL OR PLATE(TOE-NAILED) (2)16d PER JOIST I EXISTING STUD WALL UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3. 12 2 3 4 5 19.2 TO REMAIN 24 392 537 696 871 16 3 4 4 5 28 446 610 792 992 ROOF SHEATHING 20 3 4 5 6 32 499 684 888 1112 19.2 24 4 5 6 7 36 553 758 984 1232 STRUCTURAL PANELS 8d 6"EDGES/12"FIELD 4"O.C.@ EDGES&HELD AT GABLE ENDWALL RAKE 1 I NEW 2"X4"STUD WALL 16"O.C. 28 4 5 7 8 12 290 286 420 396 352 420 512 426 420 640 508 420 32 4 6 7 - 16 356 487 631 789 CEILING SHEATHING , 2 x CLG/FL JOISTS JOISTS ABOVE ' 36 5 6 8 - 20 423 579 751 939 GYPSUM WALLBOARD I 1 1/2"DRYWALL SCREWS I 7"EDGE/10"FIELD TYPE W OR S SCREWS/MIN.5/8"PENETRATION @ 16"O.C. 24 24 490 671 870 1089 28 557 763 990 1239 12 3 4 5 6 32 624 855 1110 1390 WALL SHEATHING 16 3 4 5 7 36 691 947 1230 1540 STRUCTURAL PANELS 8d 6"EDGES/12"FIELD . _ 5. JR( NOTE: 20 4 5 6 8 - GYPSUM WALLBOARD 11/2"DRYWALL SCREWS 7"EDGE/10"FIELD TYPE W OR S SCREWS/MIN.5/8"PENETRATION A5-2 SECTION/DETAIL REFER TO TABLE 3.3B AND USE If•_ 24 24 4 6 7 - U = CONNECTOR UPLIFT LOAD. °• 1-1/4"X 20 GAGE STRAP 28 5 6 8 - L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) FLOOR SHEATHING 1 -Al $ = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) STRUCTURAL PANELS 1"OR LESS 8d 6"EDGE/12"FIELD ° 32 5 7 - STRUCTURAL PANELS GREATER THAN 1" 10d 6"EDGE/6"FIELD BUILDING SECTION 1 36 6 8 - i TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSP (2/3 x 15 PSF) . 410 .. •° ,a 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, UPLIFT CONNECTIONS • TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF PSF (2/3 x 15 REPECTIVELY,FOR FRAMING NOT ROOF TO WALL/WALL TO WALL/WALL TO SILL (3)8d(EACH END OF STRAP) EACHRAFTER/STUD USE 11/4"STRAP. SEE NOTES 3,4 ° ,• 411- PSF) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ANCHOR BOLTS WALL OTTOM SILL TO FOUNDATION 112"QJ MINIMUM O 2'6"O.C.MAXIMUM _I 1'^ WINDOW .91 •° THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END s TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS,FOR '/1 OF THE STRAP. FOR EACH 5 PSF INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD,THE TABULATED WALL-TO-WALL OR WALL-TO-FOUNFATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED " \\ • NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL. BY 66 PLF (2/3 x 100 PLF) FOR EACH FULL WALL ABOVE. ABOVE ° FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS,THE TABULATED NUMBER OF NAILS , TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET `° °�r SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH END OF THE STRAP FOR EACH FULL WALL OR LESS,THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. ° �'I ABOVE. ' -------- GIRDERBEAMABOVE e o LIMITATIONS TO CONNECTION REQUIREMENTS: °° °° ,• � THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN ° •• �'� METHOD OF THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001,PROVIDING THE FOLLOWING •; CONDITIONS ARE MET: •° .. TABLE 3.2 B CONTRACTOR SHALL BE SOLELY RESPONSIBLE • °° dos SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT FOR MAINTAINING JOB SITE SAFETY DURING CONNECTIONS RESISTING UPLIFT THIS PHASE OF WORK&SHALL COMPLY WITH ' ' ' ALL APPLICABLE FEDERAL,STATE,&LOCAL • '11P 01 %'`i (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 1.STRUCTURE UNDER CONSIDERATION LESS. IS LOCATED WITHIN A MAXIMUM 3-SECOND GUST WIND REGULATIONS INCLUDING,BUT NOT LIMITED •• SPEED ZONE OF 120MPH OR LESS. 2.STRUCTURE IS LOCATED IN EXPOSURE CATEGORY B. T0,BUILDING CODES,OSHA REGULATIONS, �' 8 END ZONES INTERIOR ZONES 3.MAXIMUM STRUCTURE HEIGHT=33'-0". (MEAN GRADE LEVEL TO MEAN ROOF LEVEL) LIFE SAFETY CODES,&HAZARDOUS MATERIAL �� H2A 4.MAXIMUM FLOOR JOIST SPAN=2b'-0". REMOVAL&DISPOSAL LAWS. Itga FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED = 5.MAXIMUM WALL HEIGHT= I O'-0"(LOAD BEARING WALL) 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY-NTS y (MPH) (MPN) =20'-0(NON-LOAD BEARING WALL) \ m, 90 1110 110 120 0 \ 90 160 110 1200 6.MAXIMUM ROOF RAFTER SPAN=24'-0". THE CONTRACTOR SHALL INDEMNIFY&HOLD WALL STUD TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN ,/ HOLD HARMLESS THE OWNER,THE ARCHITECT, ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.3 OR TABLE ` �� ANCHOR BOLT FOUNDATION MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 7.MAXIMUM FLOOR JOIST SPACING,WALL STUD SPACING,ROOF RAFTER SPACING=lb"O.C. &THEIR AGENTS&EMPLOYEES FROM& $ 3.3B.WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, CONNECTION SUPPORTING SPACING (IN.) SPACING (IN) .ROOF SLOPE TO BE BETWEEN 4/12 AND 12/12 INCLUSIVE. AGAINST ALL CLAIMS,DAMAGES,LOSSES,& 9.ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOF TO FOUNDATION. EXPENSES ARISING OUT OF OR RESULTING THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE SILL PLATE TO FOUNDATION 10.MAXIMUM BUILDING DIMENSION IN ANY DIRECTION=80'-0" FLOOR ASSEMBLY WITH THE UPLIFT CONNECTIONS IN ACCORDANCE, (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 11.MINIMUM ASPECT RATIO OF BUILDING=1:4;MAXIMUM ASPECT RATIO=4:1. FROM ANY OF THE ITEMS LISTED ABOVE WITH TABLE 3.3. SIMPSON STRONG TIE#H2A NALL BOTTOM PLATE TO FOUNDATION (SLAB-ON-GRADE) 1-3 STORIES 40 33 28 25 51 42 36 32 THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS&NOTIFY THE ARCHITECT OF ANY HURRIC A TIEDETAIL ADDITIONAL NOTES: CONDITIONS NOT ASSUMED.HE SHALL TAKE& 1.ALL NAILING&FASTENING IN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE WITH THE BE RESPOSIBLE FOR FIELD MEASUREMENTS LATEST EDITION OF THE RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK&WOOD FRAME AS REQUIRED CONSTRUCTION MANUAL(WFCM)2001 HIGH WIND EDITION. ALLOWABLE LOADS FOR HURRICANE TIES NOTE: THE ARCHITECT SHALL BE HELD HARMLESS BY 2,COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2x6 MINIMUM AND SHALL BE FASTENERS (QUANTYITY&TYPE) ALLOWABLE LOADS (LBS) THIS AREA IS INA 110 MPH WIND ZONE LOCATED WITHIN THE TOP 1/3 OF THE ATTIC SPACE. 1 I/4"RIDGE TENSION STANY AGENCY FOR ANY"ERRORS&OMISSIONS"RAPS MAY BE USED IN LIEU OF ON THESE DOCUMENTS MODEL UPLIFT LATERAL COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP AS FOR COLLAR TIE. JI/1 NOTE: # RAFTERS PLATES STUDS CD=1.6 Fl F2 3.ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM 1 1/4"x 20 GAGE ASTM THE CONTRACTOR IS SOLELY RESPONSIBLE FOR '�' A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT-DIPPED "METHODS&MEANS"OF CONSTRUCTION.THE REFER TO TABLE 3.3B AND USE GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. ARCHITECT IS NOT RESPONSIBLE FOR FIELD 1.1/4"X 20 GAGE STRAP H2A 5-8DX1-1/2 2-8DX1-1/2 5-8DX1-1/2 575 130 55 SUPERVISION. r Ilk �� 4.CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR •° NOTE: LAPPED UNDER.BOTTOM PLATE, •• •°, °° /�°•' ` ALL NAILING & FASTENING FOR THIS PROJECT 5.BLOCKING SHALL BE PROVIDED UNDER FLOOR PANEL EDGES WHERE PANELS ARE PERPENDICULAR TO °° °° •o FLOOR FRAMING. NAIL AS PER SCHEDULE. •° ,• a NOTE: USE SIMPSON STRING TIE STRAPS CS20 AND A34 FOR WINDOW AND SHALL BE IN ACCORDANCE WITH 2001 EDITION °°��• o o ' DOOR OPENING STRAPPING DETAILS(SEE ATTACHED) OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) •:� •• ,'.i oo ` i' 0 ° • p0 • �,O o '•° !�1 _?, NOTE: , f) µ, ,Nt : REFER TO TABLE 3.2A AND USE ° u d Jit- 1-114"X 20 GAGE STRAP TABLE 4A WFCMO I:BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER ° d-, °d 4 �' '° !P ° TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING SPECIES& SIZE BENDING PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES e n • ' •° o d ° °, ° Jig COM.GRADE TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fe) TO GRAIN(Fe) (E) AGENCY ° .° °. °., . ° 9•• TABLE 3.2B d • BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) °°, DOUG-FIR#2 2"+ 875 575 95 625 1300 1,600,000 WCLIB fti PROPOSED GARAGE ADDITION: °° ° ` ° RESISTING LATERAL & SHEAR LOADS FROM WIND °a TABLE 4D WFCMOI:DESIGN VALUES FOR VISUALLY-GRADED TIMBERS(5"X5"AND LARGER) DODICI & COSTANO RESIDENCE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) i TENSION SHEAR COMPRESSIONGRADING d ° • ° I� ' SPECIES& BENDING COMPRESSION MODULUS OF CI . . ° ° ` �� COM.GRADE SIZE ( ) PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES BOTTOM PLATE TO FOUNDATION ANCHOR ' . `° g I TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) _ TO GRAIN(Fe) (E) AGENCY 240 BUNNY LANE 3.2.2.3 WALL ASSEMBLY TO FOUNDATION-NTS BOLT CONNECTION RESISTING FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING(N.)1'2,3'4 DOUG-FIR#2 T POSTS 750 475 85 625 700 1,300,000 WCLIB NEW SUFFOLK, NY FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, °. ° .. SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS 1/2"ANCHOR BOLTS ; ISSUED FOR: BUILDING PERMIT OF TABLE 3.2 OR TABLE 3.3B(SEE FIGURES 3.1 A-E). WHEN TABLE 3.3B IS 1-3 STORIES 30" • ' USED,A MINIMUM OF 1 I"x 20 GAGE STEEL STRAP SHALL BE NAILED TO THE LATERAL AND SHEAR LOADS STUDS IN ACCORDANCE WITH TABLE 3.3B. STEEL STRAPS SHALL HAVE A 5/8"ANGOR BOLTS 3.2.1.7 WALL ASSEMBLY OR SILL PLATE TO FOUNDATION-NTS CONNECTION DETAILS MINIMUM EMBEDMENT OF 7 INCHES ON CONCRETE FOUNDATIONS AND 1-3 STORIES 45" SLABS-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR BE SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3B 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.2A OR TABLE 3.2B. TABLE R301.2(1) CLIMATIC&GEOGRAPHIC DESIGN CRITERIA (SEE FIGURES 3.1 A-C). WHEN STEEL STRAP IS LAPPED UNDER THE BOTTOM 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS THE MAXTIVIUM ANCHOR BOLT SPACING WHEN TABLE 3.2A IS USED,ANCHOR BOLTS SHALL HAVE A MINIMUM BOLT DIAMETER KERI KAZEL ARCHITECT P.C. PLATE,3-INCH SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 3.2C)OR LATERAL AND SHEAR LOADS OF 1/2 INCH.A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AND ANCHOR BOLT SPACINGS SHALL NOT EXCEED THE REQUIREMENTS (TABLE 3.2B)FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTIONS 3.2.1.7 AND 3.2.2.3 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM GROUND DESIGN DESIGN UNDERLAYMENT 2 WINDEMERE COURT,P.O. BOX 169 SPECIFIED IN TABLE 3.2B. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE EMBEDMENT OF 7INCHES IN CONCRETE FOUNDATIONS AND SLABS-ON-GRADE OR 15 SNOW LOAD SPEED(MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT SPEONK,NY 11972 SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES,THE TABULATED ANCHOR BOLT SPACING SHALL BE MULTIPLIED INCHES IN MASONRY BLOCK FOUNDATIONS(SEE FIGURES 3.1 A-C).ANCHOR BOLTS PHONE:631-874-2925 FAX:631-874-7377 GALVANIZED AFTER FABRICATION,OR MANUFACTURED FROM GALVANIZED BY THE APPROPRLATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.17D BUT IN NO CASE SHALL ANCHOR BOLT SPACING SHALL BE IDCATED WITHIN 12 INCHES OF CORNERS AND AT SPACINGS NOT EXCEEDING 45 PSF 110 B SEVERE 36" M-H SM 11° YES KERI@KERIKAZEL.COM STEEL COATED WITH A MINIMUM OF 1.8 OZ.OF ZINC PER SQUARE FOOT OF EXCEED SIX FEET ON CENTER. THE REQUIREMENTS SPECIFIED IN TABLE 3.2B. SILL PLATE OR BOTTOM PLATES SHALL STEEL,DETERMINED BY USING THE AGSM A 90 TRIPLE SPOT TEST. 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH,WITH A TABULATED LATER VALUE FROM TABLE 3.5 HAVE FULL BEARING ON THE FOUNDATION SYSTEM. GREATER THAN 262 PLF,LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 DATE: DECEMBER 15,2011 SCALE: 1/4"=1'-0" A3 PROJECT NO. li