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Home My WebLink About32888-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33933 Date: 09/02/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1030 WEST CREEK AVE CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 103 Block 13 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 9, 2007 pursuant to which Building Permit No. 32888-Z dated APRIL 9, 2007 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 ONE FAMILY DWELLING WITH COVERED ENTRY, FIRST AND SECOND FLOOR DECKS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to CHRISTOPHER M GROOCOCK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0037 07/23/09 ELECTRICAL CERTIFICATE NO_ 2049723 02/17/06 PLUMBERS CERTIFICATION DATED 04/22/09 PECONIC PLUMBING & HEAT n Aut orized Signature Rev. 1/81 Form No.6. TOWN OF SOUTHOL D J V BUILDING..DEPARTME TOWN HALL AUG 3 1 2009 765-1802 APPLICATION FOR CERTIFICATE O OCCUP DEPT. WN 0 SOUTHOLD 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,.buildirig aiid-unusual natural or topographic features. 2. A properly completed'app]icatioa and consent to inspect signed by the applicant. If a Certificate.of Occupancy.is deified,the Building Inspector shall.state the reasons therefor in writing to the applicant. C: Fees . . L 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 . Date. 0-7 New.Construction: Old or Pre-existing Building:, (check one) Location of Property: l w 30 1 W i s!,- C a-K__ ✓ AL/ ,;r House No. : Street hamlet. .Owner or Owners.of Property: �a 2� D�H r'2 ft l j �,d 21[4 G [Z y d C o C K_ Suffolk.County Tax Map No 1000, Section 3 Block 3 Lot Subdivision Filed Map.' Lot: Permit No. 3 '?-- Date of Permit. : '°1 -' 0 7 Applicant:_ 0yr4 j h• -G'fZ-u 0(,)C K Health Dept..Approval. Underwriters Approval: Planning Board Approval: Request.for. Temporary Certificate Final,Certificate: ►�. (check one) Fee Submitted: $ S�pti 41, 4 C, Applicant Signature f ❑� CPCIC.I�CI�CPC.I�C I�C.nC.nC.I�CnC l7CnCnC.I�C.I�C.ILTC.I�C.nGTC.IGnC.nC.I�CnCnC TC.I�CnCPCPC.I�CPC.I�CPC.ZIC.nGnCPCnCnCnCPC0nCMnCJ�C.E R PC.nCnC 13-ra 03110ME RE c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 ROSLAK ELECTRIC CHRIS GROOCOCK ej P.O. BOX 164 1030 WEST CREEK AVE 5 5 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 e5 5 S 1030 WEST CREEK AVE CUTCHOGUE, NY 11935 5 Located at 5 r5j Application Number: 2049723 Certificate Number: 2049723 S 5 5 . nsl1 5 Section: Block: Lot: Building Permit: - BDC. 5 5 5 Residential 1200-1799 square ft. 5 Described as a. q occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage, Outside,Attic, I5� 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 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 l7th Day of February,2006. Name QTY Rate Rating Circuit Tape 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 8 0 Smoke 5 5 Appliances and Accessories 5 5 Future Appliance Feeder 1 0 20 Amps 5 Exhaust Fan 3 0 F.H.P. S 5 Furnace 2 0 Gas 5 5 Wiring and Devices 5 Outlet 42 0 Fixture 5 Fixture 42 0 Incandescent 5 SOutlet 113 0 General Purpose 5 5 .Receptacle 63 0 General Purpose 5 5 Switch 63 0 General Purpose 5 5 Dimmers 6 0 5 5 Receptacle. 2 0 20 amp Laundry S 5 Receptacle 11 0 GFCI 55 5 Service • seal 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Continued on Next Page 1 of 2 S 5 5 5 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 a I�L.nn��L.P�P� o rJ�rJ�Ln�rJ'rP�.PrJ�rJ�rJLPLrrrJ3'Qr3r l�cPr�rJ�rJrnc lac f�P�PrJ�rJ�r�rJ�r�rJ�rJ��PrJ�rJ�rJ�rJ�rJrJ�rJ�tJ��1r�cJ'r�r�r�r�'rJ'r�tPrJ'rJ�rJ�rJ�r��cPrJ�rJ�rJ�rJ� c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 c5 5 STREETBUREAU40 FULTON F ELECTRICITY NEWYORIK,I NY 10038 5 C5 C5 5 CERTIFIES THAT 5 5 5 5Upon 5 the application of upon premises owned by 5 S5ROSLAK ELECTRIC CHRIS GROOCOCK 5 P. AVE CUOOX 164 1030 WEST OGUE, NY 11935-2453, CUT H GUERNYK TCH 935 5 5 C5 5 Located at 1030 WEST CREEK AVE CUTCHOGUE, NY 11935 C5 5 Application Number: 2049723 Certificate Number: 2049723 5 5 pp c5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Residential 1200-1799 square ft. 5 Described as a 9 occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Attached Garage, Outside,Attic, 5 5 e i to electrical devices and wiring to he extent detailed 5 5 A visual inspection of the premises electrical system, limited e ect g t xt nt it 5 Sherein, 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 17th Day of February,2006. 5 Name QTY Rate Ratin Circuit Tyne c5 5 Service Disconnect: 1 200 cb 5 5 Meters: I 5 5 5 5 S 5 5 5 5 5 5 S 5 5 5 S 5 5 5 5 5 5 seal 5 5 5 5 2 of 2 5 5 r 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location ion t indicated. 5 - 5 0 rrr.rrrr nrnrJ'rJ'rJ-rrr nr.rrJ�rrrJ�rrr.rrrrrrrrrr.rr�rP�nrJ�r.l-r.rr.l-�n�nr.rcnr.l�r_I-�nrrrrrrrr�nrrrrrJ�rr�nrJ�r nrrrrrJ�r nrrrrrrrr�ncnr.PLPrPr PCPLP n M �o��SOFFO(�-coG cz y� ti z Town Hall,53095 Main Road p • Fax(631)765-9502 P.O. Box 1179 4,- a�� Telephone(631)765-1802 Southold, New York 11971-0959 1 'A BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Ok (11 Z-f U Building Permit No. . 14 (� Z Owner: akvusLn -% oo rsz �► �c�C�. (please print) Plumber: 'P6C0Vj i0 Plu-vPj�i?N (please�rin� eov' e- e-4 r y I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P umbers Sworn to before me this day of Ctp;r 20 OCY Notary Public, County Vigo L.LOPER Notary Public,State of New York No.011.06070081 Qualified in Suffolk Cou Commission Expires �'�� James F. King,President �QF souj Town Hall Annex Jill M. Doherty,Vice-President 54375 Main Road P.O. Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. %�� O Telephone (631) 765-1892 �y��U ,N Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0433C Date: June 16, 2009 THIS CERTIFIES that the demolition of existing and construction of new dwelling, new retaining wall with non-turf buffer area seaward of retaining wall At 1030 West Creek Avenue, Cutchogue,New York Suffolk County Tax Map# 103-13-8 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 11/29/01 pursuant to which Trustees Permit# 5485 Dated 1/23/02 and amended on 3/23/05 was issued and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for the demolition of existing and construction of new dwelling, new retaining wall with non- turf buffer area seaward of retaining wall The certificate is issued to CHRISTOPHER&GLORIA GROOCOCK owner of the aforesaid property. Authorized Signature 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. 32888 Z Date APRIL 9, 2007 Permission is hereby granted to : CHRISTOPHER M GROOCOCK 1030 WEST CREEK AVE CUTCHOGUE,NY 11935 for PERMIT AMD FOR NEW DWELLING & DEMO OF ACCY GARAGE AS APPLIED FOR PERT DEC & TRUSTEES . THIS PERMIT REPLACES 30439 . at premises located at 1030 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0013 Lot No. 008 pursuant to application dated APRIL 9, 2007 and approved by the Building Inspector to expire on OCTOBER 9, 2008 . Fee $ 884 . 00 Author ' ,zed Sig _ ems' ORIGINAL Rev. 5/8/02 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) gn � 1 S PERMIT NO. 30439 Z Date JUNE 24, 2004 Permission is hereby granted to: CHRISTOPHER M GROOCOCK CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR & DEMO OF EXISTING ACCESSORY GARAGE AS APPLIED FOR PER DEC AND TRUSTEES at premises located at 1030 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0013 Lot No. 008 pursuant to application dated JUNE 18, 2004 and approved by the Building Inspector to expire on DECEMBER 24, 2005 . Fee $ 884 . 60 Z Cuth Signature ~ i r ORIGINAL Rev. 5/8/..02:..;;. <. New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, Building 40-SUNY Stony Brook, New York 11790-2356 Telephone(63 444-0365 = Facsimile 1)444-0360 Erin M. Ca Crotly LETTER OF NON-JURISDICTION Christopher and Gloria Groocock November 27, 2002 1030 West Creek Avenue Cutchogue NY 11935 NYSDEC#1-4738-03107/00001 Groocock Property 1030 West Creek Avenue Cutchogue NY SCTM#1000-103-13-8 Dear Applicants: Based on the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. The property landward of the 10-foot elevation contour interval, as shown on the survey prepared by John C. Ehlers last revised on 11/3/02, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other.agencies. Ve 'truly yours, f C /John A. Wieland Deputy Regional Permit Administrator CC: Arch itecnologies BMHP File j. OSVFFO(�-c Albert J.Krupski, President Town Hall James King,Vice-President G'� 53095 Route 25 Artie Foster o P.O.Box 1179 C* Southold,New York 11971-0959 Ken Poliwoda Peggy A. Dickerson ��O ®� Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD . March 23, 2005 Christopher and Gloria Groocock 1030 West Creek Ave. Cutchogue, NY 11935 RE: 1030 WEST CREEK AVE, CUTCHOGUE SCTM# 103-13-8 Dear Mr. And Mrs. Groocock: The following action was taken by the Southold Town Board of Trustees on Wednesday March 23, 2005: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit# 5485 as follows: Demolish the existing wood frame house, with the exception of the existing foundation, and distribute the excavated soil from the digging of the new foundation onto the existing lawn area between the house and the top of the bank, construct a retaining wall in line with the retaining wall on Mr. Wipf's property next door, 15' seaward of the house/deck, with no turf seaward of the retaining wall, and as depicted on the plan surveyed by John Ehlers, revised 2-15-05, and the area of the retaining wall added 3- 24-05 by Bay Creek Builders. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board'of Trustees ` Albert J.Krupski,President Town Hall James King,Vice-President �®$laFFOtd�'� 53095 Route 25 Artie Foster �® ®� P.O.Box 1179 Ken Poliwoda ® Southold,New York 11971-0959 Peggy A.Dickerson Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 1,2002 Architecnologies PO Box 93 Mattituck,NY 11952 RE: Christopher& Gloria Groocock 1030 West Creek Avenue Cutchogue,NY SCTM#103-13-8 Gentlemen: The following action as taken by the Board of Town Trustees during a Regular Meeting,held on January 23,2002,regarding the above matter. WHEREAS,Architecnologies on behalf of CHRISTOPHER& GLORL4 GROOCOCK applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated November 29, 2001 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 23, 2002 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS,the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code. 2 WHEREAS,the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT. RESOLVED, that the Board of Trustees approved the application of Christopher& Gloria Groocock for a Wetland Permit to construct an addition to the existing first and second floor with the stipulation that there will be drywells and gutters on the addition to catch the roof run- off also include a dock 48 feet in length with ramp and a float as per plans and the pilings be no greater than 6"x6"and the(one)handrail be no greater than 3 feet above the decking of the dock. BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency,which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to be notified when project is started and on completion of said project. FEES: NONE Very truly yours, YW Albert J. Krupski, Jr. President,Board of Trustees AJK/cjc cc: Building Department DEC pE SOUryolo Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL A f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: O ' c� a DATE �^ ® / INSPECTOR SOUT�olo courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Lor C, s � "t, e Lr.- �01 -� psL DATE INSPECTOR— pF souTyo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [K INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c�— f DATE INSPECTOR �6-6 o OF SOUT�OIo � o ' 3 Z- o�ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST �4 ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION x REMARKS: ,J,4� 16L V DATE ` �� ®-© J INSPECTOR F qA+4q_4t4_ e_Z��7Wt � a) km 30 �39 z 765.,802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION e P<FRAMING/�[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE $-9 ��S INSPECTOR `� 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATI"G 2ND INSULATION [ ] FRAMING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: p 0 DATE $- g � es INSPECTOR � �' �� SOpT�°l h O 3 � f 7, coutom, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [� FOUNDATION 2ND [ ] INSULATION [/ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Cv n�a-C;TU� DATE 3 s0 courm,��' 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: " 1 � � DATE �� INSPECTOR ,' ` SOUlyo�o 30 � 37 ZY4 � cou 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 YL. l INSPECTION KFOUNDATION1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CA- r DATE INSPECTOR -"-� 1 1 1 COMWENTS , '�� V FOUNDATION(IST) _ UPON ia�i °__.•_ --------------------------------- FOUNDATION 1 �A W-W PLUMBING �_ �j,l ro �11 • �1 INSULATION .15 AMM cill NOW STATE ENERGy � Y. CODE I �! Oil _ Y 1 TOWN OF SOUTHOLD P*OPERTY RECORD. CARD OWNER STREET VILLAgE . DISTRICT SUB. LOT :: )S —or a krkoa acK �eei� Ue. C'v1cn� a ve- �.� °1'Ci FORMER OWNER X6, ACREAGE d10 If f ,e eis (se. 1 S W ® TYPE OF BUILDING T,FlV}Q e/ �iQ O tv rl. S, %D A t=l3 u,S/� /'r'r C�./f d .�, `�' F-ey tES. 10 SEAS. VL. FARM COMM. I IND. I CB. MISC: I Est. Mkt. Value LAND IMP. TOTAL DATE REMARK �' `� 9 calf 7' SatD *6 4aa 7 � 6t?a6coaK &VI' L / o e S 7 o a o 0 3 14 8 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER ,- Form Acre Value Per Acre Value FRONTAGE ON ROAD 1"illable 1 BULKHEAD Fi Ilable 2 DOCK Noodland Swampland 70 @ iG d o o Z, o 3rushland -louse Plot 1 ca Total �� NONE p 's ata ,{'ipp 4"\Y + 'ls�gayf ■■■M I_■��'■L+,�I., ■■■■■ NOUN w""NOMMMIAMMEMOM MOW, _, , �,�; ■■■■■®n�■Ii■■ ITV■■■■■ _-- ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■ ■ ■■■■■■xten§i ■■■ TBfdg7T Foundation • • Interior Extension Fire Place r -. Rooms Ist Floor B.reezeway Rooms 2nd Floor Garage • IT"ECNOLOGIE" S ARCIIITECPURE PLANNING• CONSTRUCTION SERVICES 13405 Main Road,Mathdick, New Yolk 11952 - 631.298.1129 fax:631.2981128,'_ June 8,.'2004 Southold Town:.Building Department Southold,'-N:Y. Re: Christopher& Gloria Groocock 1-030,1Nest-CreekAve Cutchogue, N.Y. 11935 To Whom-It.May.,Concern: Per req'uirernents by New.York-State Residential Construction,Code we" certify.thatthe design criteria is done per prescriptive design :All of the load calculations'and.Structural-.plans comply with all of,New York.Construction, Code based,on (AF&PA) for One-Family Dwelling to the.best of our knowledge If you have any questions please contact our.office at (631):298 1129., Thank you for your time and consideration, Slnce�el"^eeaoeAudoua8apy TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDI.NG 6EPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 wg 4 sets of Building Plans TEL: (631) 765-1802 e� Planning Board approval FAX: 631 765-9502 O Surve www. northfork.net/Southold/ PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees Examined �i ,20 Contact: Approved ,20 J-4 Mail to: Disapproved a/c n Phone: Expiration li ,20 Build i g nspec APPLICATION FOR BUILDING PERMIT Date CD 1�12 `� , 200+ INSTRUCTIONS a�-This\application MUST.be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been'completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Rey(2 oPe-C (Signature of app icant or name,if a corporation) -Po q-3 Imo! 1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises r t a- D�J1�,r 4- � Lo eQ (!�:i rac,c-o c k (As on the tax roll or latest deed) If applicant is arco�rporation, 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: House Number Street Hamlet County Tax Map No. 1000 Section ) 0 Block ?, Lot 0 8 Subdivision Filed Map No. Lot 2. State existing''use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing,use and occupancy S kIVJ&j L- Z l l i►AQ b. Intended use and occupancy :?- `5�-qr W Si na-� P- C-ay"'►k c.t ,11 r14�� 2 Cc Qo(f- 3. Nature of work(check which applicable): New Building Addition x Alterations_ Repair Removal Demolition Other Work —�T— (Description) 4. Estimated Cost C) ( Fee (To be paid,on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,:commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front s cj Rear - \� � Depth 215- 2" Height 2C7 '0I Number of Stories 2- Dimensions of same structure with alterations or additions: Front 5q --I" Rear Sq --I Depth (0&-41 Height 2�`-1" _Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front b 0 1► Rear '2!�t o Qve� Depth 2� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated - ---}'c� �S 17� �TtL 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES '/-/. NO Will excess fill be removed from premises? YES ( NO 14. Names of Owner of premisesCoe,SAop1,Qr enrca-aYAddress 1030 Vje,5f e .eo.Ir o UePhone No. Name of Architect Address13do5 Ma E ,Q.A 1194ixyone No 2q8- 00q Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Aq em-)'C (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. Sworn to before me this ay of 20 tary Public Signature of App icant JCYCE M.WILKINS Notary Public,State of Newyork Iolo.4952246,Suffolk Cora ty Term Expires June 12, (�o� ARTCO DRAINAGE CORP.. P.O. BOX 1132 MATTITUCK, NEW YORK 11952 (631) 298-9660 • FAX (631) 298-2291 Certificate of sewage dispose system by installer Health Dept Reference number R10-05-0037 Suffolk tax map#: Dist:1000 Sect(s) 103 Blk(s) 13 Lot(s) 8 Project name or Address: West Creek Av Subdivision Name&Lot# Applicant's Name.. Christopher M Groocock Description of system installed: Septic Tank Volume(gallons) 1-000 Shape round Name of Precast manufacturer: Coastal Pipeline Leaching Pools Number of pools 2 Diameter and depth 8' x 6' Name of Precast manufacturer: Coastal Pipeline Other Attach or sketch below the measurements from building corners to the access covers of disposal system. 57 s� a 9 I hereby certi that the subsurface sewage disposal system, described herein, has been installed by me in accordance with the plans and standards of the Suffolk County Department of Heath Services: and is operational. Installer 7P 1 Signature ate Artco Drainage Corp 631-298-9660 Consumer Affairs License Number 206LW y ' E?C11"iN Pi�EA t'iTI4t�1 44 TO Bj�H€M6VEp T : .. Ex Sfi INt3 OAR T'FTtON TQ, EMAiN F3CITI iMlht:L4yV;:TC3 fll4tAIN. CERTIFICATION OF ^� To:,aEnrl,��,� NAILING & CONNECTIONS lo EspszrNt�-.11{rIIVClQ REQUIRED. w rc a RFjAOV ED Ong EXISTING poOR T6 BE RIrMt1V D � W AlEa R�QU MENTS OF THE •y.� .:-SOD EW STATE, sav;zr , �.,... AP P OV A AS NOTED NEW oRK WITH ALL CODES OF DATE: �, STATE A TOWN CODES B.P.# AS REQUIRED FEE: 6� AND CONDITIONS i � F 8Y: 765= NOTE BUILDING DEPARTMENT AT XM(XD TOWN 1802 8 AM TO 4 PM FOLLOWING INSP TIONS: FOR THE SOUNL ID TOWN FIANNINQ BARD . EC I. FOUNDATION - TWO REQUIRED . soumD TOWN TRUSTEES FOR POURED Two - N,Y,S DEC 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST (�n BE COMPLETE FOR C,O. `�vL Z� ( ALL CONSTRUCTION SHALL MEET THE COMPLY REQUIREMENTS OF THE CODES OF NEW FLOODWITH CHAPTER '046'° PORK STATE. NOT RESPONSIBLE F OUTH DAMAGE PREVENTION DESIGN OR S®UTHOLp TOWN CODE, CONSTRUCTION ERRORS. a OCCUPANCY�C�/ UNDERwRRSCERTIFIOATE USE IS OR . REQUIRED _v PLUMBER CERTIFOORE UNLAWFUL f L ONLEAD CONTENTBATOON WITHOUT CERTIFIC CER TIFICATEOFOCC NNC .OF OCC;UP ATE SOLpER USED IN ANCY AI�CY SUPPL ySySTEM .WATER f-r EXCEED CANNOT (�' 21,0.OF I%LEAD. I ~ RETAIN STORM WATER RUNOFF I PURSUANT TO SECTION 45-1 OC PLUMel ' OF THE TOWN CODE. I .ALL AL�MB1Iy,G NQ TE87jhj�BEF® D� i I DO NOT,PROCEED�WITH Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:\\NOTARO\SharedDocs\Check\REScheck\GROOCOCK.rck TITLE:GROOCOCK RESIDENCE COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:06/08/04 DATE OF PLANS:JUNE 8,2004 PROJECT INFORMATION: ALTERATION TO EXISTING FIRST AND SECOND FLOORS WITH AN ADDITION OF A TWO CAR GARAGE AND CONSERVATORY TO A 2 STORY SINGLE FAMILY DWELLING COMPANY INFORMATION: ARCHITECNOLOGIES 13405 MAIN RD. P.O.BOX 93 MATTITUCK,N.Y. 11952 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT-23'-1"FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION -SITE PLAN -DEMOLITION PLAN -FOUNDATION PLAN -FIRST FLOOR PLAN -FIRST FLOOR DECK FRAMING -SECOND FLOOR PLAN -FIRST&SECOND FLOOR FRAMING -ROOF FRAMING PLAN -BUILDING SECTION -WEST&SOUTH ELEVATIONS -EAST&NORTH ELEVATIONS -ENERGY CALCULATIONS -NAILING SCHEDULE&PLUMBING RISER DIAGRAM COMPLIANCE:Passes Maximum UA= 1072 Your Home UA=675 37.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 4133 15.0 38.0 74 Wall 1:Wood Frame, 16"o.c. 3724 15.0 21.0 122 Window 1:Wood Frame:Double Pane with Low-E 5 0.310 2 Window 2:Wood Frame:Double Pane with Low-E 5 0.310 2 Window 3: Wood Frame:Double Pane with Low-E 5 0.310 2 Window 4:Wood Frame:Double Pane with Low-E 5 0.310 2 Window 5:Wood Frame:Double Pane with Low-E 5 0.310 2 Window 6: Wood Frame:Double Pane with Low-E 8 0.310 2 Window 7:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 8:Wood Frame:Double Pane with Low-E 20 0.320 6 Window 9:Wood Frame:Double Pane with Low-E 20 0.320 6 Window 10:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 11:Wood Frame:Double Pane with Low-E 6 0.310 2 Window 12:Wood Frame:Double Pane with Low-E 13 0.320 4 Window 13: Wood Frame:Double Pane with Low-E 10 0.320 3 Window 14:Wood Frame:Double Pane with Low-E 10 0.320 3 Window 15:Wood Frame:Double Pane with Low-E 10 0.320 3 Window 16:Wood Frame:Double Pane with Low-E 10 0.320 3 Window 17:Wood Frame:Double Pane with Low-E 14 0.320 4 Window 18:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 19:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 20:Wood Frame:Double Pane with Low-E 14 0.310 4 Window 21:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 22:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 23:Wood Frame:Double Pane with Low-E 8 0.310 2 Window 24:Wood Frame:Double Pane with Low-E 11 0.310 3 Window 25:Wood Frame:Double Pane with Low-E 11 0.310 3 Window 26:Wood Frame:Double Pane with Low-E 11 0.310 3 Window 27:Wood Frame:Double Pane with Low-E 18 0.320 6 Window 28:Wood Frame:Double Pane with Low-E 18 0.320 6 Window 29:Wood Frame:Double Pane with Low-E 18 0.320 6 Window 30:Wood Frame:Double Pane with Low-E 18 0.320 6 Window 31:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 32:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 33:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 34:Wood Frame:Double Pane with Low-E 4 0.310 1 Window 35:Wood Frame:Double Pane with Low-E 7 0.310 2 Window 36:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 37:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 38:Wood Frame:Double Pane with Low-E 16 0.320 5 Window 39:Wood Frame:Double Pane with Low-E 39 0.320 12 Door 1:Glass 36 0.320 12 Door 2:Glass 36 0.320 12 Door 3:Glass 36 0.320 12 Door 4:Glass 30 0.320 10 Door 5:Glass 30 0.320 10 Basement Wall 1: Solid Concrete or Masonry 185 15.0 21.0 11 Wall height: 8.0' Depth below grade:7.0' Insulation depth:4.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 4213 21.0 38.0 67 Floor 2: Slab-On-Grade:Unheated 140 0.0 146 Insulation depth:0.4' Crawl 1: Solid Concrete or Masonry 195 0.0 0.0 69 Wall height: 4.0' Depth below grade:3.0' Insulation depth:4.0' Boiler 1:Other(Except Gas-Fired Steam), 89 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/DN� �pog/[n. Date �, d a d 4 I toe) 5 ®� QV s REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la DATE:06/08/04 TITLE:GROOCOCK RESIDENCE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-15.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity+R-21.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1:Solid Concrete or Masonry, 8.0'ht/7.0'bg/4.0'insul, R-15.0 cavity+R 21.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 4. Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 5. Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 6. Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 7. Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 8. Window 8:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 9. Window 9:Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 10. Window 10: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 11. Window 11:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 12. Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 13. Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 14. Window 14: Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 15. Window 15:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 16. Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 17. Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 18. Window 18:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 19. Window 19:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 20. Window 20:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 21. Window 21: Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 22. Window 22:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 23. Window 23:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 24. Window 24:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 25. Window 25:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 26. Window 26:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 27. Window 27: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 28. Window 28:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 29. Window 29:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 30. Window 30: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 31. Window 31:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 32. Window 32:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 33. Window 33: Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 34. Window 34:Wood Frame:Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 35. Window 35:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 36. Window 36:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 37. Window 37:Wood Frame:Double Pane with Low-E,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: f 1 I 38. Window 38:Wood Fram e:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 39. Window 39: Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.320 Comments: [ ] 2. Door 2:Glass,U-factor: 0.320 Comments: [ ] 3. Door 3: Glass,U-factor: 0.320 Comments: [ ] 4. Door 4:Glass,U-factor:0.320 Comments: [ ] 5. Door 5: Glass,U-factor: 0.320 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity+R-3 8.0 continuous insulation Comments: [ ] 2. Floor 2: Slab-On-Grade:Unheated,R-0(uninsulated) Comments: Crawl Space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul,R-0(uninsulated) Comments: Applies to walls of unventilated crawl spaces. Heating and Cooling Equipment: [ ] 1. Boiler 1:Other(Except Gas-Fired Steam),89 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. f 1 I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 5URVEY OF PROPERTY � N � SI TU,�T FLEETS G exl5tinq e++ ✓`�� pasta ��3®�� _ TOlN1�l: SOUTOLD �t° ed) t �� r e u remove , W W E SUFFOL�G COUNTY, W E5EP PIG t o 1�/��,�.r o yed wQt� Ito O SUFFOLK GOUNTY TAXio � _W ro ``NN I S � r�� a3 fi3 LOT # 1000-103-13-8 SUFFOLKCOUNTY DEPARTMENT OFHEALTHSERVICES G �� P�� SUFFOLK COUNTY DEPT OF HEALTH 1`� „�• SERVICES REF. # RIO-03-OOG5 R T FOR APPROVAL OF CONSTRUCTION FORA (,�i ��'� �} �n��ly on vl`\9 11.1V RNGLE FAMILY RESIDENCE ONLY V� o 00,�r� Z SAME DED 10 1 7 EYED l02-02 DATE IJ-05� HS NO, ��-��a`�' Lcxnde oG• v��P� 11NA ER 17EPT�5 06-23-0310-02 APPROVED P w/,00d / I W GARAGE SIZE 0-1-06-04 pe Pig I no I 0 o REVISED 02-15-05, FOR MAXIMUM OF �,B Mg 2'n°`�" V1 I o FOUNDATION LOCATION 05-18-2005 EXPIRES.THREE YEARS FROM DATE OF APPR V 0 AL ran O I CERT=TO: CHR=IM]EIER M.GR®OCOCK G LORIfAGROCCOCK I � I.O -.60' 11 T / - - - \ exfa�o�weu O_ 1 r` e -.I.7' -.10' ;I 1 1 11 I I O ry �'-i r II J \ femoved) I I 1 � 1 J�r �, o Test Hole �; +,1 I yR` 1 I 1�'o ,91 --------- i< McDona 1,5„x5 6e ld ,. m;� III� ��, 1 Qo 1 '" a ---fib--- ----- oScience I ------- Ifl at a; 3 -----� I O. O �.,I I �/ I I lO 9. OL Dark Brown Sandy Loom m joirc�ri•�" _ I Z� 0 sL Brown Clayey Sand co -.10' / I Q 1 n3a• , ' Lc itiiix / �e b \ 25' ' �1 1 11 I I ond, _ — — — _ _ 10 1 ! I I I I 1 _ : e G dQtion N �8— I-lo ;1 1 I I I __ tnyfx° I Foul \ 1 1 BS 1 / -IfP 14' ----- ----- Ir oo : -- ----- ---- CDN m 1 1 ! I I Z5 1 i yj I ' II I 8e .ao.o5 drb/2W°y I` CIO' v+od i s I I I I ,,I I � rw;fxfi 11 ",One, \ -I.O' DO K Sp Pole Brown M.to medium Sand PRoP05E0 FLOAT RAMP 1 \ 1 3ov -.bo' .lo' '.I , I I I I', I I ! 6\ �' f o Z 4' Ise -I.O' oio�� OF 5P Water In ^ce, OF Pale Brown floe to medium Sand / /�/ I I I III 1 O�O W d „I �Qn6 nO e� J enU e �1� �\ •'` IIfT / em As, NOTES: �4 0- �+�� 3 cpVA 20 MONUMENT l ' nC I i !I ',`• J 0 PIPE -,b0' (lw\\ ° z mop cew�ngatlrae`�5 a Iona orTr, ELEVATIONS REFERENCE N6VD'2G ' W w vldi°tl°n cf section,209,svt-',z 2,°1 the 31 ,[_V v. / O New Ycft Store EWc ticn Low' �tj7N0�I] /� AREA = 20,284 SF OR 0.4-1 AGRE5 W N o y opl°,Fram t^e arl ? - n°I°{ ISSv,NVreS p S.T. = 1000 GALLON SETIG TANK etamP o ter o'wde d o°e °Ilapw° JOHN C. EHLERS LAND SURVEYOR FEMA FLOOD ZONES BASED ON FIRM � as �l`� �( MAP # 36103G0163 6 MAY 4, IL1Li8 L.P. = TWO 8' DIA. 6' DEEP LEAGHIN6 POOLS a ed m acc°roance wIu the ez Ixing oyod°ci Pfoe°felee For tend 5„f..eye adopeea 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 by LFe New Y°rt 5'at°Assocl°Llan c{Professional II I L°nd 5wveycrs. Sold certi{Iad,—still rvn.dnly GRAPH I G SCALE I = 20 NUMBERS SHOWN THUS ARE REFERENCED °ve P°r"°"r"'"°'°'°'"�" e°= RIVERFI AD N.Y. 11901 wd en nls—IF ro the uue comp y,g � / —.V V I tal°°envy and lend'.,4rstlWticn listed Neredn.acid /"� TO WATER DEPTHS AT LOW TIDE °"'�°°'°F"°' ""'w"°" `°r""` 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\02-194c.pro Lbro are rot 4dr5f°ratle Ld atltlltbnol Instlf�tldns -- 5rS5 ads sve.Wv4orb°-wsc SURVEY OF PROPERTY �®�� _ N 51TUATE.- FLEETS TOM: 50UT>1�OLD G Old�� o w `l � E 5UFFOLK COUNTY, W � o I 5GT# 1000-103-13-8 S I SURVEYED 06-II-02 AMENDED 10-1-7-02 11-03-02 p� \ o f of�MH\0r V`\P OERTIFEED TO: �d nov' V vp� I O TOP)I�AC GROOOOCK \e�U def G W I � R'IIII.OIfPIIA�T :�K �` noCth of? I . 0 II ) I � ntec�pe 4XIC CD Test Hole L 1`�Z MGDonold C2eo5c,ience I I I I °� I POp� TO I I I 0 O' I I I I �� I E, I ,Tw6pN OL Dark Brown Sandy Loom 0.51 '' _ 11 � � exi5t�ng SG Brown Clayey 5ond rA0 I I � 25' vv 'II 11 11 1 1, I I IESEpTIG Q T I �-WELL I _ / ';1 11111'I 1 % ry 14' Existing m w \ III /9 Q o; 1 \� I1�1 ° / I ! I 18. House a. ENTRP` ioo' --------- --------- Ili SP Pole Brown fine to medium 5ond v• q; 1 I I I 11 O / la' ———— —— O ,11111111111 I I I I I I Il `" p�ARA�E� � - _ Ib— _ _ ®Hole o09 ---------- �s'--�----------------- sP Isb Ql l u+ob It 5 II I I I I 4 pROR05eN -0 ofA 2' ` ---- stone d�eWQy I Woter in Poo Brown Fine to medium 5ond O I I I I 0RO?06ev9� I \ ADp1TyOS Ti (to o a� w ;I II I I II I II ,I I ��OD�p05T5I\ \ \ em n In 0� N 214 3 o� .e poi oes ° 0o�o LG�nd e � f� lyp F �of �fu'5 Of NE G� � Z Of o o d k EyZ O n! 03AV'* fe NOTES: `O CIO IN MONUMENT I , p PIPE x ELEVATIONS REFERENGE N6VD'2G Q w50202 Z vntem�n2Bducensea✓im�sl,r..tle1°n AREA = 20,254 SF OR 0.4-7 ACRES LL1 m°vales°n or secUan 42a9.sub-aNislcn�°L� ' `s' O O rL n rare sta[e earaetw�F°,. F SAND SJ Z m'Gnly copies Fram tl,e cngln°I cr Ws survey FEMA FLOOD ZONES BASED ON FIRM a L°tl INQ arg wl ar Ne Ia tl, ey r'> N sLanpetl sea s all tle°°n=Itl°retl to F�° JO C tl 1EHLERS LAND SURVEYOR # 36103G0163 6 MAY 4, IGGS GerLlfl°atla s"ema°a a,ean sl°lry ha:ws as preporea"acccrda^ce nIN Ne e><- "? ° °Far I—�.�eus atlap[etl 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 ay N°Nan 1-1 Sate f.ss°clat—of Prclessbrol GRAPH I G SCALE I"= 20' antl S veya 5°Itl certRlca[Icre ary°u ran caby a re p-an.ar t1.ey I>prep—a.wnpony. RIVERHEAD�N.Y. 11901 °na en ms ten°Ir ea[ne Lele gcaenmen- Lal°gency ma lend"g Insue.[Icn Ilseea nero°n,°� 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\02-194A.pro J Cicns ore n°C Vansferotrle Lc°tl°:Lbn°I+sUtu[lans nAartaa] ° enr.MCWeosb]-loan cn ' GENERAL NOTES : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES. 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE (:)WN1-_R AND ARCHIT ECT WITH COPIES OF ALL_ REQUIRED INSURANCE AND WORKER COMPENSATION CERTIFiCAkTE"S AND NAMES OF ALL SUBCONTRACTORS. N i 3. THE CONTRACTORS SHALL_ BE RESPONSIBLE FOR ALL DIMENSIONS AND O I CONDITIONS ON THE JOB. THE ARCHITECT MUST 13E NOTIFIED OF ANY VARIATIONS ! U FROM THE: DIMENSIONS SHOWN. - 4. THE CONTRACTOR SHALL SUPPLY AILL L..AE30R AND MATERIAL SHOWN ON THE _____ _ _-____ _ - _ _ DRAWINGS UNLESS OTHERWISE NOTEID ! ' 00 00 z 5. THE CONTRACTOR SHALL BE RESPC)NSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, u COLLAPSE, DI.�DISTORTION,`T AND P.lISALIC�INMENT ACCORDING TO ALL APPLICABLE 0. iO CODES. 6. THE CONTRACTOR SHALL PAY FOR !AL PERMITS, FEES, AND COSTS RELATED TO _—y_— THE WORK OF THIS CONTRACT. CONTTRACTORS SHALL INITIATE ALL REQUIRED r iT V M N U _ INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. � o 7. THE CONTRACTOR SHALL AT ALL TINAES KEEP THE PREMISES CLEAN AND IS 1 000 RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. ! 1 I p - 8 ANY "CXTRAS' FOR ALL OR LE:<GITIMA',TE UNFORESCEN CONDITIONS SHALL BE I Eras�a YdO DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HI S A.GENT PRIOR TO T j STARTING ADDITIONI\L WORK. 9. DCILIPLE JOISTS ARE TO BE INSTAL_L.EED UNDER ALL WALL PARTITIONS RUNNING 8" X £3" ACQ POST PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS' OPENINGS.AT AL_L ON SONOTUBE. BURY M;,N. 36" REFER TO CONSTRUCT DRAWINGS FO►R SIZES K 10, ALL. FRAMING LUMBER TO HE DOU(GLAS FIR *2 CONS . GRADE OR BETTER. - E3ELOW GRAOE (TYPICAL) ' 11. THE: CONTRACTOR SHALL_ PROVIDE_ SHOP DRAWINGS FOR ALL SPECIAL WORK j SUCH AS BUT NOT LIMITED TO. MIL_LW(ORK, SPRINKLER SYSTEMS AND STEEL WORK. j ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE -- --- -- - -- � PROCEEDING. LEGEND :EN ! ! CONSTRUCTION G _-- � � . I 4- 2" X 12" A_lQ STRINGEf3S. -'___--- STEP MATEF,IAL TO MATCH - - NEW EXTERIOR PARTITION- 2" X 6"' WOOD STUD WALL W✓ 1/2 CDX PLYWID i EXTERIOR SHEATHING (TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING DECKING MATERIAL_ABOVE. BY "TRU-SHAKE"- COLOR WICKERI APP. EQ. PROV.1/2' GYP BD.(SCREWED /TAPED) I I CLR. PINE 5" COLONIAL BASE TRIN/1, & R-21 FOIL FACE INSUL. (HIGH DENSITY). j i j 3 -1/2"WIDE CLEAR FINE- COLONIAIt_ TRIM ON ALL WINDO`JVS & DOORS ! i O ALL WINDOWS TO HAVE: STOOL. I { t NEW INTERIOR PARTITION- 2' X 4" WOOD STUD WALL VV;TH 1/2" GYP. BD. OFFICE (SORE\,%'ED/TAPED) APPLIED BOTHi SIDES. NOTE: PROVIDE MOISTURE ! I OFFICE 14'-8" X 22-9' ' f3" X E3" ACQ POST- 1 14'-E3"X 22'-9' uj RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS ON SONOTUBE. �\ ! W I PROV. CFMFNT WALL FAD. FOR ALL TILE AREAS. I - BURY MIN. 36" I _ BELOW GRADE ' INTERIOR PAINT- TO BE "BENJAMI" MOORE" U.O.N. ONE COAT PRIMER AND 24'-8" - ---- (TYPICAL) TWO COATS FINISH (COLORS T.B.ID. BY OWNER) SATIN FIN THROUGHOUT I U.O.N. ALL TRIti1 SEMI-GLOSS. `WIX HARDWOOD FLOORING-SE:E_FCT *1 RED OAK 2 1/4"W., 15LB FFLT., DBLDN. �- f UNDERLAYMENT (3 FINISH COATS; OF CLEAR SATIN POLYURETHANE.) HANGING I X 12"ACID GIRDER I I . �� ____ }iAN�,aING FROM 2" X 12' � � _ I.Ij SUB-FLOUR-USE 3/4"THICK PLYWOOD GLUED AND NAILED PLATE BOLTED INTO EXT. -- -- F.J. L SUB FOR TILE AREAS TO ESE SCFRE='.WED AND GLUED. WALL STUDS. (TYP.) \ ACC? J. (cis 16" O.C. (-- TYF'.)7 CERAMIC TILE - "AMERICAN OLEAI"T' TILE OR APP. EQ. TILE TO BE INSTALLF_D OVT:R 1/2" CEMENT BOARD U.U.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE. MIXED IN.. _16" { , _PROV. "IPE" IRQt+WOOD 2" X 12" ACO_PLATE BOLTED - - 6_J, _ ; 10 EXT. WALL STUDS (TYF'.) OR APP. EQ. DE:(=KING. _----- DSTING.ECKING TO M,�TCH -� Tj Ir� Lu 0 Uloomok z c� r.t.r.�nwurar.+nw..w.� EL 1 0 0 I Z� I J� �z I D� jDO; mz ; m Ow '1Oz E-- E-w �a D(r (n w v)0 Cep �LL V) w E: D co I O (( Q� V) O ji 0 y G L T L- IL SECOND FLOOR PLAN DECK FRAMING PLAN 0l z � _ �° w o a_ D L U r- z 0 (j 0 w O� 0 'o D� O � U ] < w u3 � w u Lj LJ Da. D 'D G)> �pE°"4AC o U � NOTE : DRAWINGS FOR SECOND FLOOR . SCALE: STAIR/DECK ONLY. HOUSE UNDER �_� --�� 1/4"_1 DWG. NAME: CONSTRUCTION AS PER PRIF=VIOUSLY �' �I t :j pFN �' FN �° I � � Z005 '�� I�Vd SECOND FLOOR DECK/ ISSUED BUILDING PERMIT . ��' . �� --p�-' : FRAMING i PLAN ID --- ------- - --- --- -- --__ �.- ------- -----------------_------ - _ __ DWG. N O.. THESF L r.AWI.'JG3 AS INSTRUMENTS OF SFR\,9CF_, II ARE THE SOLE P--ioF, R EY OF THE AncC MITL:CI NO REVISIONS,CHANGES,APIDA33R MO DIFICATION3 S.iALL BE=ALLOWED WITHOUT WRITTEN ALITHC ccIIZI iON . B'; THE AnCHITEC'T. ANY REF'f tODUCTION IN PART OR WHGLF IS STRICTLY PROHE3fTLD PY LAW, i--_— -- -- --- �-- -- -- -- - - NOTE: i U T PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION REFER TO A.1 & A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. w (REFER TO TABLE 1609J .4) 1 1/2" #8 WOOD SCREWS 7 PANEL SIZE WOOD STRUCTURAL PANE=LSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" I O REF. TYPE AND # OF SCREWS WIDTH HEIGHT a 16 12 12 ----- --------- -- — -�- SHALL BE PERMITTED F OR OPENING PROTECTION IN ON AND TWO STORY QU!LDINGS. PANELS i '8 SCREWS (Fr? 16" U.0 i G-O" < PANEL 6'-0" < PANEL 2'-0" < PANEL 3' 2" X 4-1" SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SPAN < 8'-O" SPAN < 8'-0" SPAN < 6'-O" N AHORIZONTAL - 6 0 VERTICAL -Tfi -- — - f #8 SCREWS (c-F) 12" O.C. IN aB HORIZONTAL - 12 VERTICAL. - 6 6'-4" X ?'-10" (REFER TO SECTION 1609.1.4 AI3t� 1609 6.5 AND TABLE 1609.1-4) � -• #3 SCREWS (�b 12" O,C. -_ � -o" x 5-5" TABLE 1609. 1 .4 !HORIZONTAL - 14 VERTICAL - 10oc c j *8SCE3£ WSJ 16 O.G----- --_ - y 1I "D HORIZONTAL - 4 VERTICAL_ - 8 2'-10' X 5'-1" Q CV _ _— I ® e e e 1 CT — #8 SCREWS rc,� 16" O—.0 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS a" E HORIZONTAL - 8 VERTICAL - 8 X 5-1" G AN PAN � -2'-O" - PANEL_ 4'-0' <= PANEL_ 6'-0" -, PANEL_ f#8 SCREWS Co) 16" O.C I -- ---------- ____ P E--t S F�, I 3'-10' X 5'-5" FASTENER TYPE ---`) HORIZONTAL_ - 6i VERTICAL - 8 t", N _ T -„ --____-- --------------�-- _ 2'-0" SPAN < 4-O' SPAN � 6'-O" SPAN < 8'-0" T- #8 SCREWS f�>1 12" O.0 6'-4" X 4-9" ---I i HORIZONTAL - 12 VERTICAL_ - 10 - - - - o a'; — 1 1!2" �6 WOOD SCREWS 1E> 16 12 9 `" N_ #8 SCREWS Cl� 16" O.C. �— r 3'-8" X 4-9" --`— - — -- -- L— - — -- U O HORIZONTAL. - 12 VERTICAL - 8 - - ---a------- ---------- --- - ---- -- -- ---- w ._ . j EXISTING CHIMNEY �� x 448 SCREWS << s 16" O.C. ` 1 1/2' #8 WOOD SCREWS ' 16 16 16 I 70 BE EXTENDED � h 10RIZON 1 AL - 8 VERTICAL - 8 I X 5 #8 SCREWS (i) 16" O.C. K, SCREWS X 4-1" I HORIZ_ONTAt - 8 VERTICAL - 6 -----_- SCREWS to-> 12" O.C. L IH RIZONTAL. - 8 VERTICAL- - 121 1 < s,� O #8 SCREWS (Jo 12" O-C. A/I HORIZONTAL - 12 VERTICAL - 141 5'-8" X 7'-2" 12 #8 SCREWS r�-s 16" O.C. I I 3'-2" X 5'-1" --- --- --- ;HORIZONTAL - 6 VERTICAL--8 — 1#8 SCREWS (<I) 12" O.0 I '� Q.y 1 9'-3" X 6-3., \ HORIZONTAL_ - 20 VERTICAL - 12' I #8 SCREWS �,To 16" O C. ; _ „R„ HOPIZ-ONTAL --8 VERTICAL - 8 5_8 X, -� _ -_ -_--_-___--_.---- #8 SCREWS 6T, 12" O.0 H1,.F., 3'-P" X 7-0" \ t-1-_d1 HORIZONTAL - 4 VERTICAL - 14t __.___ 9' 6" — #8 SCREWS (a) 1?" O.C. CATHEDRAL T,. - 7 VERTICAL - 14= 6-8 X 7'-O" HORIZONTAL _ CEILING ,#8 SCREWS Ci? 12" O.C. M. BEDROOM !HORIZONTAL - 6 VERTICAL - 141 6'-0'* X T-0" LLJ W 1---- -- —__ --- THE CONTRACTOR SHALL VERIFY HEIGHTS OF THE PROPOSED SECOND FL. WINDOWS AND NOTIFY THE ARCHITECTS 26-3" _ — { -- - __------ ----- ------ -- - ----- ----------------- --- -__ _ ------- __ --- -------- - Of THE CONDITIONS. ® J.,11�I ��. i • (; � ��,� _ __ _ TRIM. 5/4" X 6" CLR. CEDAR I - _J -� !�-' PA. YP. AI_L_AREAS) PROV. 5!4" X 6" CLR. CEDAR • TRIM. (TYP. ALL AREAS) 5/4" X 6" HARDi-PLANK PREPRIMI-D l CORNER BOARD. (ROUTED TO ACCEPT `✓INYL SIDING BEHIND.) V.6}i f fl`P. ALL ARF S i11H i I� r _ _ PROV,5/4' X 4" CLR. CEDAR WINDGW TRIP!. (TYP. ALL AREAS) / ------ --- U W --— :D � O � WOLVERINE OR APR. EQ. CEDARIM PnESSIONS SIOIJG U 6" FXPOSURE (TYP ALL AREAS) WEST SIDE ELEVATION U PROV. 40_Y_E_AR "_GAF" ASPHALT ROOD SHINGLE. (TYP. ALL AREA PROV. 40 YEAR "GAF" ASPHALT WOLVERINE OR APR. EQ. EXISTING CHIMNEY I -- -----<=r c TO E3E E=XTENDEU-- ROOF SHINGLE, (TYP. ALL AREAS) L:UAH IP�1('t�E:oS1 ,SIDING \ ' 6' EXPOSURE (TYP ALL AREAS) \ � w I `\ > 0 Cam z i00 LL -W 12 !0 0z 12 I F-� Fw 12 Lij 4�- --- 12 \� Da D� — I ;<o w to 0 --- --- 10 1 I�' D LL � j Ln Ll i C 0 c0, Lo I ; — - -- --- ? (UJ_ -- - ----- ------- -- --- - - --- --- -- ----------------- ---- ----- --- ------ - N T _ CO SHALL VERIFY i w O HF -NTRACTOR ------- -I j - - --- - -- -- - - WiNDO ARCHITECTS I U HEIGHTS OF THE PROPOSED SECOND > (z -- ----- --------- --- -- WINDOWS AND NOTIFY HE ARC � C -- --------- 'I � (_ OF THE CONDITIONS. � r� ;_ 1- � ---- - ��4., ,. CLR CEDAR PROV. 5 X 6 0��TRiM. (TYP. ALL AREAS) ow O U U am D D� r� w< w w w 1 0 wp o A I.FV. m Gc�Ocz cUt \=`� r I 5 N h►oTq hi rt v o 0 I,,�=_'•L_---=--- -----� ---_ �--__, -_� - - - I , .f - --- ----._-_ - __ . z � I—__--._1�_—=�I ( ' _ �` �� O Mtn -� 1 � SCALE: �2121 O4 DING. NAME: WEST & WOLVERINE OR APR. EQ. SOUTH C SIDE CEDAR IMPRESSIONS SIDING I WOLVERINE OR APR. EQ, (MIN. 18") PROV. 5/4" X 4" CLR. CEDAR 6" EXPOSURE (TYP ALL AREAS) CEDAR IMPRESSIONS SIDING WINDOW TRIM. (TYP. ALL AREAS) ....ter ,. 6" EXPOSURE (TYP. ALL AREAS) 771 DWG. NO.: THT SC[7W61,7NGfi AS 1N.;Tn1 J1A- rS OF ::3LR'JICE:, ARE THE SOLE PROPERTYOF CHTCCT.SOUTH SIDE ELEVATION NO REVISIONS-, CHANCES,AND/OR VOG) 'CAT IONS --- ---•- ----- SHALL_PE AI+_.Ol:',:C M M--U, 0PP T i l-N AU i f-40131,fA'fC I I A . 2 BYIH�Af3CHIiECT. Ar-fY1i• f--non,•JCTtJ"J N1PAr-if OFF W1?nI,E V.I S1 PIC FLY:FRO!i•E!11•C�1.1Y L-FOIV ++a rx w.w+w.eerawea:lrww.nrwnw., a.va a ZOE — TRUSS BRACING /41// DHL._ 1 3/_4' `' 1 1 7/8' G-P LAM ae i TRUSS/RAFTER -- ------ i ! DBL. 1 3i4' X 1 1 7i8" G-P LAM `O (� TO TOP PLATE li I j -`� LVL BEAM ----- - - - oc 1 I i (RPS4) �\ �j li to ! i tl � r (J' � I I I j \ a. it D1 I. ^ I I 4 \ CO CJ I ' I — — — -— - i' '1 i ►T t+7 I t - .\ 7' _-" �.�i .`.."`sl! , �'3 --- 1 i ,j r •' � I j I ( i I - — a Z_/ •.''~,, I 3��-�� --1-,---•�vl;�(;.��'� � / I � �. �i f i:�ll it ji I � ,�u,� I I � ; I i I , i� I i � I; � �' � F: � � •-�i �tlr x. � I I o ; ; 1 STUD TO STUD I I I j I U IC�; i i i I I i ' Ej M N (CS 161QI(� I j \ Uf3l . 1 3 4 ?; 11 /8' -�-P LAM -- i \ 2.U[- 1_VI: (�T'/>VI'=r C I i 'ILL I Col- 10d oar `' I I I I � I NAILS OR STUD TO F3ATJD JOIST 16d SINKERS (CS16) PFOV. 1-3!4" X 1-7/8_' RIMJOIST 3" O C. VER FICAL 4" C` HOR17._ONTAL - E ANCHORAGE O I I HEADER 1\NC U a Af Ol1NF> ENTIRE PERIME I i i •j (LSTA18) \ ! I - - -I —� " i - I l ,' �a i' STRONG-WALI. ( I -- — _ -- __ - - ---- ---- -- - - - - - - -- - - - - --- ------ SHEARWALL — ((rYF?ICAL AT i -Y__ c..-r EAGFJ CORNER) fl 1 1 it I'I \ g } I 1' + II II I j I PROV. 11 7/8" BOX BEAM esrt I \\`, ! I i i J' / ',I � ! j' j !I i I i; I `� �', I 'I I ,I 'j I �i i �'',.r*e•m� . PRE-ATTACHED �'" ' \ - -- - - - -- -- ---- -- i I - - C- SILL PLATE TO t �' 'I WITH WITt i ----��! I - - FOUNDATION �1?)) SD^ 1/4 X 3 - a / \.- USING USP RI=ARING \ / L ASTENFRS I ^�. ' PLATE FASTENEF�S \�� i� - / j ; x I i! I xj I j iI i I I _ t" (I]BPS/LBPS) �I a is I t J \ I coI`, I i s i i "o I I Ij j D[3L. 1 3;'4, X 11 7LE?" G-P LAM 1' _— SILL PLATE TO r.l,� i a I i'' ! I �� 1 j 2.01E i_VI_ BEAM I ! / \ FOUNDATION I BP) � f- - JNDA"-ION - - - X ' j ` - — "'�T------ - - ` _:---- -----=- �--"_. SILL PLATE TO _ D131_ 1 3,A X 11 7/Ei G P L AM Ul J — PROV METAL FL.! S USINC3 USP HEARING AT ALL WINDOW 31LL_S 2.O l_VL EAM \ ! I i HI (TY[ . ALL LOCATIONS) / JJ U)'� PLATE FASTENERS \ iI'- '� I i j I 151'3 I I; 1 - S (HE3PS/LE3PS) Y LI XJu 0 �7 a, j j x LL. J METAL FASTENERI SCHEDULE --- i - _ _==J=' — =- - Lj �� 1 ioi �_ xic > W I DBL. 1 3 4" X 11�F3" G_P LAM If I - — �� ! / 2.0E t_VL BEAM W I' -- .�.. coo ROOF SHT_ATIN G TC. _ TRUSS � / TOP PLATE, D13L. 1 3i4"X 11 7 8" G.P LAM \/.:.�--' - I X r I !I I ii i �: I I +j I j( j 2.OE LVL BEAM --- - - - - - -- - - \i j-- WAt_t_ STUDS \ : I '! 1. �- - - • --- '- --• --- DOUBLE I, TOP PLATE \ \ METAL [-1l;RRICANE CONNECTOR ✓ _ --- -`\ -II - 1 - - - - - - I - - a -- - - - - - - - - �f WALL / r_ _; - -- — .. - -- - I r- - - I - - - --- ------ --- -- — --- -- — S H E AT t F�J G CONNECTION OF TOP — /%L`� ___ WALL PLATE TO WALI_ STUD.` ' -- 2" x T F.J ST 16"-- -j - f'ROV. JOIST HANGERS AT Al.-I 0 ' �-`--------`" "-- FLUSH BEAM LOCATIONS C>.0 (lYP 1ST FL.j _ �— TYPICAL ALL_) I N _ I ! ~- _�i O l 2" X 8' BLOCKING I ; \. (2) 2" X 4" TOP IPL ATE r - ) I --�`L_—L f'�\, DBL. 1 3/4' X 1 1 718" G-P LAM -- BAND JO1Sl 2.OE LVL_ REAM ----- j FLOCq FF2AMIN<� TWO MEMBER I LC>OFi �. S 1PPOR I Bf.AN", -- - — w z 2" X 1 O" RAFTER � � L ' '� FILE _ / \- COW lEGTION OF FLOOR FRAI'ANG -- - -J i W c, TO SUPPORT BEAF,1 SIMPSON L TS 12 z� z RAFTER BRACING M1TS12 STRAP -TRAP V.'ITH (12) 10cj X 1 I/2' FAt3TEN( t2 I� —_- ----- --- WITH (7) 10d X 1 1/2 1E-ASIENr'R INTO FLC)OFi JC>iS? AND �,(_IPPOf3T BF/\M 0 0 TO STUD AND nAlFTEER. n (i OO C O FOUNDATION PLAN n� i CONNECTION OF FLOOR FRAMING �wi G w I _ F- BIRDSMOUTH CUT [)3 (EXAMPLE) \ , �� WQ W Q LOW END OF JOIST ONLY ` 1 — cn w s W (EXAMPLE) coo( � I G � i o Li O r I D c6 1 KANT-SAG L_ST122 OR _SIMPSON HI 36 O r U1 In ,- r;IMPSON C_STA21 S_fVbAP i HFAVY-DUTY RIDGE WITH (16) 10d X 1 1/2 FASTENER �' ANGLF BRAGKF T (STRAP RFC?U1RE:D FOR 16" JOIST _ ` 1 BE-AM — -.\ T� --J _ �_—l� LL 0 DEPTH OR MEMBERS WITH SLOPE; �= l T T T_ OF 7112 OR GREATER),. i� s e��_---` �- t7E.L. MICROLL-AM I I 3 0 11 cl ul U UJ 0 0 C I \ —2" X10' R.R // / 1` 0 Z Z � tl W W 0 CW 0 0 _ � Ir Li lob oW CORNER CONNECTION' ICI- ' � 0 0LLJ , CONNECTION OF RIGDE�. IJ�, ____ ,�__ _ BEAM TO ROOF RAFTER �,^� — (EXAMPLE) �� j J — WALL STUD (EXAMPLE) ,_._ / to E � CE — WALL STUD - - Ali C V V C' In 2 Y6 r WALL - WALL- �(�E�A19C cD I co c` r c r F --" `- i ' �� BUTT��M PLATE. WALL- '�_ STUD -� 5� NKNOTq 'S/ CLIP ANGL F (ROTH S1L jFS OF _ ti; �?,_ .r , \ � 9� � SCALE 1 SCREW THF3C1tJC�Fi CONNECTION) MIN LENGTH - JOI:'•T '"L- j\_ \ _ - ' BAND JOIST SHF_ATHIFN \ WC"B DEPTH MINUS 1/P" - -� \ -BI�ACF AT E-NCH x' •� FLANGE (3) 2"X 10" a 'll ' I QONNI:CI ION Of WALL_ ; � i �SHL_ATHING TO WINDOW (3) 2"X 10" CONNECTION ION OF WINDOW �M r 8 SCREW. (4 r ER LEG WINDOW I 0.75" X 33 Mil (/ % ZLIF' NGEET--- \` TWO- MEMBER FLOOR SUPPORT F3EAtv1 HEADER \ �. ' �' \ HE ADE:R 1O EXTERIOR WALL. �' DWC. NAME i HEADER WINDOW- SIMPSON LSTA13 STRAP WITH / \ \ / HEADER / (1?) 10d FAST1-NF-R = \ PILE —1 ` - CONNECTION OF WALL TO FLOUR 1=RAMING \ �, .- 1 I -�Y40tJNECTION OF WALL J. FIRST FLOOR SIMPSON LSTA18 STRAP WITH ) ') ' ' S " \ \ (12) 10d FASTENER �, ;,I SHE AIHING TO 2"X 6" STUDS /1 '9j� 121 �Q FRAMING PLAN CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X 1 112' / A JACK _ 2'X6'�/ DWG. NO : -;.� STUDS �� JACK THESE [DRAWINGS AS INSTRUMENTS Of :SEHVICL, X- BRACING JOIST TO HEADER J OI S r � �\ �' ��.\� \ STUDS �`\ .ARE T1 iE SOLE PROPERTY O�THE!'.RCHIITECT EXAMPLE A 1 — �'/D9 CONNEC,_TI_ON OF_WALL I I \ CONNECTION OF WALL SHEATHING (� 1 ( ,� NOR[VISIONS CHL\NCiES,AND/OR MODIFICATIONS A .(EXAMPLE) ---- -- --- — ----- ------ ----- _ _ —. —^—._� _--__ — Al — CONNECTION OF WALL SHEATHING D 7M — - A — 1/ SHALT_BF Al.-LOWED V\'ITHOUT WRITTEN d1UTHORIZhTION (EXAMPLE) �\A 1 — 1 —TO FLOOR FRAMING. l TO WINDOW HEADER BYTHF_ARCHITECT. ANY REPRODUCTION IN PART ( ) A. 6/ TO STUDS AROUND WINDOW HEADER A,1 -- 1 o-a wn+OLE Is STRICTLv F'ROHIFJITED 13Y LAA\"J EXAMPLE �__� (EXAMPLE) (EXAMPLE) V) �r Ec, D 7 :::) C14 0 1 r" 1'r, PROV. 1-3/4'r X 1 1-7/8" RIMJOIST ► AROUND ENTIRE PERIMETER. ou Cc 00 PROV. 1-3/4" X 11-7/8" RIMJOIST C, AROUND ENTIRE PLHIMFTER. 0 00 0 C% 174 CL I j u ax -7 0 D 9 �A2 — 2) 1x if PROV 2 1-314 X 11-7/8' RIMJOIST I if AROUND ENTIRE PERIMETER LL J1 �' I I II I I i � I � �I I it ( I it i, I I I f i I' 'I I (j i ' I I .I i I I i' I I I 1 1 � I it ,I � � I i I I I I 'I 11 it 1 I , i� � = I f I I I ( I i I I I ! �rl I I 'I � �` � I �� I I I1 �! � I i � Y �I I i, CiI I ) I r� ... ^' Ir i I! i! i --- ,�--'--� ,\ i I i I i i' I I ! Imo , O ccUl j iU j x _j 0 0 Lo Li 1L) x x if w 0 W it i I J C+i I '7 I - Ii I - i r --------------'-------- i ( x L N L F_ It rROV. 1 -3/4" X 1 1-7/8" RIMJJOIST AROUND LNTIRE PERIMLIE-13. DBL. 1 3/4" X 11 7/8" G P L A L 1 11 -AL ill L If ___A J I I I A I L IIZCW�) b 1 C0 i < y i z co < I I 1 10 / "_� I ; I I FW-jC h "\ i i NI! \ _� _—�__—._ �._._____—_ — ------ - ---' I X < < z -7— . I Z co o ILL, 2" X 10" C.J. 16 O.C Lj < 0 < Z 0 _j 4 1 0, V) < < < 'jid 0 L�L j Kz Q < ` j�I !II OV 0IJ x "X x XIL LU if 1'- 0 _j if if < co D > L I I ! ^'-j - —___:—r-=—_— _ _— _ _— — _ I i` N C'; I' II O cc ---------- II > if i; I r) Lit- IL—Al T, PROV. 2 - 1-3/4" X 11-7/8" RIMJOIST I U TER r) CL I � — — ENTIRE uj bl co Of >: z J LLJ uj x ! /I %� �, - __-_--_ ____--- SECOND FLOOR CEILING FRAMING PLAN r) 7 001 Z x L x -j 0 mz LL � 0 I c w LL! 03 Z drit ppe r .)pe gir lei !i ( i _ --- --_-- -- ---- - O h h w<1 D a u uj < (//[D 9 XS2" C.J./C.T. W 16'' O.C. \A ' SECOND FLOOR DECK it C6 D 1! FRAMING PLAN 0 � 7 f Lr) N un DBL 1 3/4' X 11 7/8" G-P LAM 2.0E LVL BEAM 0LL co 0 b: 0 co 0 x i x z 1,- > L_ U. 0 1 ; F_ 501 z z z UJ w 0 LL Z ' 0 U 0 0 0 Ld LIJ w w ------- U) (1) LIJ co V)cc 0 a: c w C?P� D lt�, i CC N Yk NO co SCALE: PROV 1-3/4- X 1111-7/8r RIMJOIST PROV. 1-3/4" X 1 1-7/8" RIMJOIST 1/4"= 1'0" AROUND ENTIRE PFRIMIE-11-R. AROUND ENFIRF PERIMETER. DWG. NAME: /�7 �.� ��,9��. FIRST & SECONIC 12A FLOOR FRAMING NEW ,A ! PLANS 2 DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SCRVICE. ARE THE SOLE PROPERTY OF THE ARCHITECT, NO RrvisnNS, CHANGES,ANr).'OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN AU11 HORNS UY THE ARCHITECT ANY PEPRODUCTION ]IN PART A . 2- 1 OR WHOLE IS STRICTLY PROHIPITED BY LAW V. F GENERAL NOTES .1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES � O AND ORDINANCES. E^ 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE POOV. WATERPROOFING ALONG ENTIRE OWNER AND ARCH ITECT WITH COPIES OF ALL REQUIRED INSURANCE AND FOUNDATION BETWEEN GRADE,FOUNDINCLUATION 0 WORKER'S COMPENSATION CERT IFIG:AYES AND NAMES OF ALL SUB-CONTRACTORS. PARGED JOINT F3ETWEEN FOUNDATION AND CONTIrdUOUS FOOTING. / �'\ 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND f u CON DITIONS ON THE JOB. THE ARCHIITECT MUST BE NOTIFIED OF ANY VARIATIONS / U 00 FROM THE DIMENSIONS SHOWN, G PROV. 5/8"ANCHOR BOLTS (cad PROV. 5/8" ANCHOR BOLTS r> O t� 4. THE CONTRACTOR SHALL SUPPLY TALL LABOR AND MATERIAL SHOWN ON THE 3'-0" O.C. (MIN. 1'-0" FROM CORNERS) 3'-0"O.C. (MIN. 1'-0" FROM CORNERS) DRAWINGS UNLESS OTHERWISE NOTFED. 00 c� 5. THE CONTRACTOR SHALL BE R�SP'ONSIE3LE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING COI"JSTRUCTION AGAINST DAMAGE, BREAKAGE, 6'-O" COLLAPSE, DISTORTION, AND MIS-ALILIGNMENT ACCORDING TO ALL APPLICABLE "X 4" CCA POSTS (TYP.) 6 1 '- \ PROV. 1'6" X 1'6"X 1' D. CODES. P. CONE. f"=TG. (TYP.) 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO yn •: \ 2 - 2" X 10" CCA . THE WORK CONTRACTOR THIS CONTRACT U.O.N. CONTRACTORS SHALL INITIATE ALL REQUIRE 6'-4'+ / ,, — u 6'-4"CONT. GIRDERS. �` � �. - ^�,T '`•. ! OF ALL WORK COMPLETED UNDER THIS CONTRACT U.O.N. \ \ (TYP.) �.� �• �. t� a c, INSPECTIONS , ' • y \ 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS L-INE OF DE CK U / / \ ABOVE. .W CRAWL SPACE G' RESPONSIBLE FOR REMOVAL OF ALL-RUBBISH FOR ALL TRADES FROM THE JOB SITE. - I i 6' PROV. BEAM POCKET " �� '' i I j PROV. BEAM POCKET x> r 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEF_N CONDITIONS SHALL BE (TYP. ALL BEAM CONDITIONS) (TYP, ALL BEAM CONDITIONS) _ DOCUMENTED WiTH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO '�j w STARTING ADDITIONAL WORK. ' - I 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING ►',' ' j I ( - - _ - ' ' " MING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. PARALLEL_TO THE FRA 13- y 1 1 ,-O, REFER TO CONSTRUCTION DRAWINGS FOR SIZES. � t . 10. ALL FRAMING LUMBER TO BE DOIUGLAS FIR *2 CONTT. GRADE OR BETTER. 1 O F I '' i 4" DIA. STRUCT. STL. COL. -i of ( o�! .=� T-6" 2 - 1 3/4" X 9 1/4"2.0E 1 C { 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK G-P LAM LVL BEAM BURIED IN FOOTING. i 2 - 13/4" X91/4"2AE_ - Q j SUCH AS BUT NOT LIMITED TO: MILLWVORK, SPRINKLER SYSTEMS AND STEEL WORK. REF. FRAMING PLAN A.1-1 j (TYPICAL ALL AREAS) x? x�' 4" DIA. STRUCT. STL. COL. ff NJ N�i jBURIED IN FOOTING. 6'-5" I G-P LAr'�I LVI_ BF-Am ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE f PROCEEDING. �, �01- (TYPICAL ALL AREAS) � � f REF. FRAMING PLAN A.1-1 I i I i f ri 8" P. CONE. FOUNDATION � "' \/ 8" P. CONE: FOUNDATION -- WALL 1N/ 1'6"X 10" D. I C j / �� FOOTING (TYP. ALL) I 4.75 . iGN EXISTING_ __ ALIGN _ f WALL VV/ 1'6'' ;{ 1O" D. 1 - FOUN[_?A1 ION ,;�� I FOOTING (TYP. ALL) ("� PROV. W.W.M. IN WALL I j I "'• / PROV. 3 #� REiAR c_� 4 0 , �✓ TO REMAIN, F'ROV. N`W 8" P. COr�C. 1 i PROV. W.W,M. IN WALL_ F O D N DAT I O N NOTES : I DRILLED INTO EXIST. FOUNDATION WALL Px FTNG. j 12 / FOUNDATION WALL, F'ROV. 3 - #5 RF-BAR AGAINST EXISTING BL OCK WALL. I PnOV. 3 - ,'5 REBAR 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SO. INCH SUBJECT TO j 1 •/ (TYP. BOTH SIDES) DRILLED INTO EXIST. VERIFY CONDITION OF EXISTING j DRILLED INTO EXIST. TOP O- NEW TO ALIGN FOUNDATION WALL. BLOCK WALL IN FIELD. I INSPECTION AND VERIFICATION. PROV. 10 FOUNDATION WALL. uj W i 10" STL. ANCHOR BOLTS FOR SILL PLATES j WITH EXI i OF LIGHT FRAME CONSTRUCTION (112"ANCHOR i � .' � STING. (TYP. BOTH SIDES} I 2. ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL 1 (TYP BOTH SIDES} BE SET HIGHER OR LONER THAN A 3t0 DEGREE ANGLE FROM ANY OTHER FOOTING. BOLTS EMBEDDED INTO CONCRETE Viz? NO MORE S I 12'-10" TOP O>` NFW TO ALIGN WITH THAN 3'-0" O.C., C7. V-O" AWAY FROM EACH CORNER j / LOCK CONDITION OF EXISTTING STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. (TYPICAL AROUND ENTIRE PERIMETER) BLOCK WALL IN FIELD. I EXISTING 3. ANCHOR BOLTS TO BE AT LEAST 5/'8" IN'DIAMETER AND 10" IN LENGTH WiTH A ` vj MAXIMUM SPACING OF 4'-0" ON CENTER. „ PROV. P.CONC. PiER ' W/6" X 12" 11. BEAM PROVIDE NEW 4" DIA. I I PROV. GIRDER POCKET 36_g / r +/ POCKET STRUCT. STL COL. EXIST, AREA TO REMAIN. ui 4. ALL CONCRETE- TO BE 1,2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED � 5"WiDE X 3.6" DEEP.10" H. BURIED IN FOOTING. j OR SPECIFIED. / ' •/ j z (TYPICAL ALL AREAS) LL 5. iF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE j ASTM-145 WITH FULL MORTAR JOINTS'. CORNERS ARE TO HAVE CORES FILLED SOLID - WITH REINFORCF-MENT. CORES WITHI ANCHOR BOLTS ARE TO BE FILLED TWO I II j COURSES DOWN. SEE NOTE 3 ABOVE. 6. PROVIDE. 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL 2 - 1 3M" X 11 7/8" 2.OE i i I 2 PERIMETER SILLS. 1 1 L __l L G-P LAM LVL F3f=AM 7. ALL WOOD IN CONTACT WiTH CONtCRETE OR MASONRY TO BE WOLMANIZED OR REF. FRAMING PLAN A.1-1 I s jJI {{ 11 PRESSURE TREATED. I PROV. 2'X 2' X V D. Sj P. CONE. FTG. (TYP.) 5'-6" \--I EXIST. BLOCK FOUNDAT ION O WALL TO REMAIN. 12'-1 Q" - _ / ' O FOUNDATION LEGEND : PROV, 5/8"ANCHORBOLTS q? CC--�—= �- j •'• I i . ' � PROV, 3 - #5 REBAR 3'-0" O.C. (MIN. 1 -O' FROM CORNER) NEW 8" POURED CONCRETE FOUNDATION WALL / DRIL I_.ED INTO EXIST. REFER TO DRAWING A.3 f=OR HEIGHTS. / FOUNDATION V1(At_t_. ' U (TYP. BOTH SIDES) UQ' 3" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M. ON CLEAN 'No•F COMPACTED FILL. _ i i__ __ _ __ _ I 4.: r JT P. „ At_.IGN I —WALL W/ 1'6" X 1O' D. 1 3'-1 O j FOOTING (TYP. ALL) `� 1 I �I _ I N D O W LEGEND : j 1 i I iT PROV. W.W M, IN WALL _ i �� EXIST. FOUNDATION L _ __ _ _ __ J _ lJ ALL WINDOWS TO BE A\NDERSEN TiLT-WASH. � I 1 j CnAWt_SPACE- TO REMAIN. Po WINDOW SPECS �4� { —PROVIDE DAMPRsOOFiNG D� DN. TO BASEMENT ., .��...,/ t ARO UND FOUNDATION _ PERIMETER O W ANDERSEN ROUGH ROUGH f ( I __ REFERENCE OPENING OPENING �QTY, i I �' - 3'-7" g'_2° r ( / !`:Y,•;i f + p� NUMBER WIDTH HEIGHT I � � K /� PROV. 1'6"X 1 6" X 1 D_. PP:7V.T-n'X Ib H 8" P. CONE_ FOUNDATION P. CONE:. f-'TG. (TYP.) Da W/4" X 4" POST DHT2417 2'-6 1/8" 1`-9 7/8" 1210" U Q WALL W/ 1'6" X D. I 4" P. CONE. SLAG ON COMP. —�fi- (.� Lj ) FOOTING (TYP. ALL) i r_ l `� - FILL WiTH W.W.M.6 X 6 R�_INF. /� PANEL SPECS: I PROV. W.W.M. iN WALL . c-.. LINE OF DECK I y j (TYP. ALL BASEMENT AREA) i ., ti�j .� AF3C)Vf-,. #8 SCREWS C� 16' +O.C. I I �' \ �r f 3'-2" X 2'-6" j I I ( �/ 0 �� HORIZONTAL- 6 V/ERTICAL- 4 �--_ U Q 25 o CONC. STEP. 0 I .T 10'-4" j - r rr FOUNDATION PLAN (� a o t- j LL GARAGE SLAB j _ ( -- - - -- — I -?L Z W Z i I ( D� 0 �Z U U U " 0U 0 0 0 I � l I � i _ 0� 0 03 0� j U� U UU W W j PROV. 5/8"ANCHOR BOLTS C D ] 0^ G1 L'J f3 O U)�j �j In d tl� U C U)Lr 3'-0" O.C. (MIN. V-0" FROM CORNERS) ..I•. .', q . t. J i�� SCALE: 114rr 1'Oft DWG. NAME: PROV. 19'-0" HAUNCH SLAE3 ��12 a. GARAGE OPENING. oF�� ? FOUNDATION I_ ? 112G�5 `' t PLAN w6 L 1 I DVvG. NO.: "�`,tf•. gar: 1 _....,� THESE DRA14MIGS AS INS IUMENTS OF SERViCE, -.._ APE THE SOLE PROPERTY Or-THF ARCHITECT, NO REVISIONS CHANGFS,AND/OR NAO[DIFICAT]IONS A0 SHALL BE ALLOWED WITHOUT WRITF:Nl AUTIAORIfi �TION • nY TS-1['F�,RCHITECT. ANY RF rRODJC:TICDN IN PART OR WHOLE IS STRICTLY PROHIP11 ED BY,LAW. GENERAL. NOTES :ES • DOOR SCHEDULE : FIRST & SECOND FLOOR DOORS 1. ALL.WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES DOOR � AND ORDINANCES. i DOOR ID WIDTH i HEIGHT MATERiA_L I OPERATION LOCATION 2. BEFORE COMMENCEMENT OF WORK, 'THE CONTRACTORS SHALL FURNISH THE 3'-0" 6-8" 1/2 GLASS!LFFT SWING FOYER E OWNER AND ARCHITECT WITH COPIES OF AI_L REQUIRED INSURANCE AND , WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 6'-O" 6'-8" GLASS SLIDING M. BEDROOM �n 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 0 4'-0" 6-8" GLASS IFIXED DINING ROOM FWG 3168 CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS �� O - FROM THE DIMENSIONS SHOWN. 04 8'-0" ! 6-8" GLASS SLIDING DINING ROOM FWG 8068 } U o 4. THE CONTRACTOR SHALL SUPPLY ALL, LABOR AND MATERIAL SHOWN ON THE �5 4'-0" 6-8" GLASS FIXED DINING ROOM FWG 3168 C7 DRAWINGS UNLESS OTHERWISE NOTED. - '� " 6' � 60 6'-0 -8" GLASS SLIDING CONSERVATORY 1 F-0 o^ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND � c^ PROTECTING ALL WORK DURING CONSTRRUCTION AGAINST DAMAGE, BREAKAGE, U 3'-0" 6'-8" 1/2 GLASS!LEFT SWING IGARAGE a COLLAPSE, DISTOFITiON, AND MISALIGNIMENT ACCORDING TO ALL APPLICABLE + 6'-g° --+�- to CODES. 9'-0" T-0" STEEL IELECTRIC GARAGE DOW I M M 1 `! H R 6. TH[7 CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO I g� g'-0" T-O" STEEL ELECTRIC GARAGE A.ROVE THE WORK OF THiS CONTRACT. CONTR/ACTORS SHALL INITIATE ALL REQUIRED } - — . . . w. INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 10 3'-0" 6'-8" STEEL RIGHT SWING GARAGE M M6'_3" 6'-3" � I � ��"+ P -. 7. THE CONTRACTOR SHALL AT ALL TIME'S KEEP THE_ PREMISES CLEAN AND iS �1 3'-0" 6'-8" STEEL LEFT SWING !GARAGE - 2-$ t i SC t_t a RESPONSIBLE FOR REMOVAL OF ALL RUIBBISH FOR ALL TRADES FROM THE JOB SITE. I t ' ^^t VF so p C, r2� 2'-6" 6'-8" WOOD LEFT SWING ,BEDROOM 1 BOVE ! CATHEDRAL P1 Azov -'--O nQOM U �' 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE- UNFORESEEN CONDITIONS SHALL BE L' Ct 1LING L 9'-0" C.H. C M • - ) 1ST FLOOR L M.BEDROOM h ,� DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO I 13 3'-0" 6'-8" WOOD LEFT SWING !f"OYER f _ STARTING ADDITIONAL WORK. - ` E3 13-0"' X 15'-0" o14 3'-O" 6'-8" WOOD LEFT SWING LIE RARY )_�===- - - — ' -�- -- _---- _ i 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING CONSERVATORY PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. 5'-0" 6'-8" WOOD DBL. POCKET KITCHEN 15 13'-3" X 14'-2" , REFER TO CONSTRUCT DRAWINGS FOR !SIZES. I 1 4 M 1 16 U-8" GLASS SLIDING !KITCHEN 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. { _ �} 13'-6" � _�_ 141-2 „ 17 3'-0" 6'-8" WOOD RIGHT SWING DINING ROOM Je t 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK i { t AF?ovF AnavE SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ; t8 3'-O" 6'-8" WOOD RIGHT SWING BASEMENT ALL SHOP DRAWINGS NFED THE APPROVAL OF THE ARCHITECT BEFORE O ABOVE PROCEEDING. 3'-O" G-8" WOOD L -FTSVViNG M. BATHROOM DINING RM. !iI 14'-0" X 20'-6" f 3 u 0 &-0" 6-8" WOOD RIGHT SWiNG JM. CLOSET + 3'-0" 6-8" WOOD LEFT SWING IM. BEDROOM \ f �tl,_. 20' 2" \ J L PLUMBING LEGEND : G 3'-0" 6'-$" WOOD RIGHT SWING UTILITY ROOM i �� -- .� Ti ut - ut 4 _ _ T1 ' J r --• f - T nip ; JF3 ABOVE o Jf3 ! _ 2'-6" 6'-8" WOOD ,LEFT SWING !OFFICE 12' 5" �. ---.. -- __ _.._ . �� ,. - _ PROVIDE ALL NECESSARY PLUM ROUGHING AND VENTING AS INDICATED ; 3�1, .__. _ w...._._.... .-- $_;... _.._._w ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. � � 2'-4" 6'-8" WOOD RIGHT SWING BEDROOM 1 GFI T P I THAT APPLY TO WORK BEING COMPLETED. PROV. ALL _ " + KITCHEN PR �• BUILDING CODES H 4" 8 W D LEFT WIN nEDR M 2 O DBL. 1 3/4 X 1 7/$ G-P LAM r 4 5 2 6 00 S G 00 \ NECESSARY DRAIN VALVES. 12'-0" X 14-2' _._ _ 2.0E t_VL HDR A. V_ D711; & ' I 6 2'-6" 6'-8" WOOD LEFT SWING BEDROOM ? i GFl - - FIXED PANELS PROVIDE FROST FREE HOSE BBS. 9'-0" C.H. D I CLOSET t`HB _ OSET �7 2'-4" 6'-8" WOOD !RIGHT SWING BATHROOM 1 i" 1ST FLOOR ( Jf� 7-o X 7 1 CS SHOWER HEAD O` 2'-6" 6'-8" WOOD LEFT SWING 4SITTING AREA Ar3o✓F_ - rl a'-0"' 6'-8" WOOD �SI_fOtNG SITTING AREA ___.1 FC} — Jf3 , n �� • l 30 2'-6" 6'-8" WOOD LEFT SWING 'BEDROOM 3 � K j 12-1 O � INSULATION f``J O T E S • i� T FFICE -� i1 2'-6" 6'-8" WOOD OCKE O S �7:7 . �, / LLJJ E17 F M.BATH - EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD. R-15 HiGH DENSITY INSULATION CJ 4'-0" 6'-8" WOOD 100L. SWING jBEDROOtA 2 � � 1 r \ ;\ / � T0 BY'CERTANTlEED' OR APPROVAL EQUAL. i \ 17 3 4'-0" 6'-8" WOOD DE3L. SWING BEDROOM 2 } -- 1� o - NEW EXTERIOR WALLS: 2'76" WOOD STUD- R-21 FOiL FA. HIGH DENSITY INSULATION o .ILJI BY'CERTAINTEED' OR APPROVED EQUAL. - NEW ROOF: R-38 KRAFT-FA. INSULATION f3Y'CERTAINTEED` OR APPROVED EQ. � cf r+ WINDOW LEGEND • ,3'-,O" I ELECTRICAL LEGEND : ' -- _ ALL WINDOWS TO BE ANDERSEN TILT-WASH. LIBRARY SSG -- !, -- _ �� [_F AF?ov I -- 14'-2" X 14'-10" I� \ i ------ NOTE: + - i ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND I / REGULATIONS OF THE N.Y.B.F.U, AND A CERTIFICATE FROM THE N.Y.B.F.U. iS TO WINDOW SPEC - V - f i BE PRESENTED TO THE OWNER AT THEE COMPLETION OF THE JOB. I \ I O!t FR ----� PANEL ANDERSEN ROUGH ROUGH ' { o s NOTE: THE OWNER SHALL PROVIDE ALLL LIGHTING FIXTURES UNLESS OTHERWISE j PLAN REFERENCE OPENING OPENING QTY. R REF• NUMBER WIDTH HEIGHT NOTED. ALL OTHER ELECTRICAL_ EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THC I { � I � _- - ^�� v__•.� i _ ELECTRICAL CONTRACTOR. O TW2432 2'-6 1!8" 3'-4 7/8" 4 ' l NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR DHT2410 2'-6 1t8" 1'-0 1/2" 2 TRANSOM - I / �, I 1ST FLOOR Wo "B" 14'-1 1"O.N.O.. DOWNLIGHT TRIMS TO BE WHITE'. sit B` A281-2W 5'-4" 2'-O 5/8" 2 1apvF 1 / + O Q) DUPLEX ELECTRICAL RECEPTACLE 1 ST FLOOR -- — :�J �� / � :�Y, ,.,� UTILITY RM. _ } T-1 X T-9' © TW3046-2W"' 6'-4 114" + 4'-8 7/8" 2 EGRESS 7'-5" � \ # / � <CcFI DUPLEX RECEPLTACLE/GROUNDf FAULT INTERRUPT AC" wl - ` " U P ' J11 147 DHT3010-2W 6'-4 1/4" 1'-0 1/2' 2 TRANSOM7-5 ~ 1Jr +� (Csc DUPLEX SEPARATE CIRCUIT RECEPTACLE ff \ - "D" TW2042. 2'-2 7/8" 4'-4 7/8" 2 '-G" 1 GREAT EAT ROOM - -+P i '� �►.'d V s , WALL SWITCH "E" DHP31042_ 3'-11 7/8" 4'-4 7/8" 1 ' ` 1 r 12'-10" X 20'-6" h I I F TW3046" i 3'-2 1/8" 4'-8 7/8" 4 EGRESS A tAROVF I d' �� ' r 13 ' a GFt $3 3-WAY WALL SWITCH I `F„ o DHT3010 3'-2 1/8" j T-O 1/2" 2 TRANSOM w„ _ _ }_____ _..W_._.._..______ 11 i JB CEILING MOUNTED JUNCTION BOX TW 1 -2W _ DN. G" Go 283 0 U-8 1/4" 4' O 7/8'' 1 + ADOVE A f3avE iJR WALL MOUNTED JUNCTION BOX "H" Ho TW210310 3'-0 1/$" 4'-0 7/8" 2 AF�ovc { , a I 12 � � � , ! RECESSED DOWNLIGHT {100w) "WGHTOU._ER" OR APPROVED EQUAL ( - J� Ft = I.J. T%A2442-2W j 5'-0 1/4" i 4'-4 7/8" 1 --' }� EXTERIOR MOUNTED DOWNLIGHiT (10OW) i ' _ _ 9'-O"C.H. n avF O TW203?..-2W 4'-4 i/4" 3'-4 7/8' 3 1 .4 1ST FLOOR / \d O W J� WALL MOUNTED DUAL SPOT LIGIHT K 1 DHT201Q-2�"J 4'-4 1/4" 1'-O 1/2" 2 TRANSOM 1(�'-2" J 1 T,UP f zcr NEW CEILING N10UNTED JUNCTION BOX FOR RECESSED EXHAUST f EF FAN/LIGHT WITH DUAL SWITCH AkT WALL. "BROAN" HEAVY DUTY UNIT "u TW21052 3'-0 1/8" ! 5'-4 7/8" 3 EGRESS I j ' at1 �O i I I- i OR APP. EQUAL. i DHT2110 3'-0 1/8" � V-0 1/2" 3 TRANSOM O I EXT. MOUNTED LIGHT WITH FAN f ' \ 10 � F ! M" TW2452-PW - --4-4 114" 5'-4 7/8" 4 ; �'- / 0 SMOKE/ CARBON MONOXIDE DETECTOR: I DHT2415-2W ' 4'-4 1/4" 1'-0 1/2_" 4 TRANSOM i R - _n ,� / v� �< TO BE HARD WIRED TO CENTRAL CONTROL BOX � �' _ --•. ARpvs Ga W "N" lJ TW2442 2'-6 1/8" 4'-4 7/8" 1 I + / --.C;ORt { _.._ -._r.-..�:.__ .. U1 <I T NEW TELEPHONE RECEPTACLE I - r I ! i i - —G.ofatr }t FIRST FLOOR h , "Q" TW4 5-41 b.�2-20 8-6 1 J2" 6'-6 3/4 1 BAY r •' .'''� / {y d{, NEW CABLE TV RECEPTACLE ` /� ; 1 25' Rt tr•'! -- - a.s�✓c d o _'/ TW2446-2W S-0 1/4' 4-8 7/8" 3 TRANSOM { }_--- i D try { "R" APOVE J13 J6 NEW DOORBELL De - R1 DHT2410-2W 5'-0 1/4" I V-0 1/2" 3 TRANSOM ; w d I STRUCTURED CABLE j " 1 + 201-1" sc S S1 FWT601 1 6-0' 1 -1 112 2 TRANSOM , "T T� FWT3111 3'-1" ; 1'-1 1/2" 3 TRANSOM ' GARAGE ` GARAGE 0 DOOR _ DOOR -� 2 s LEGEND U" .J1 E`WTc1 1 1-2W 8'-2" 1'-1 1/2" 1 TRANSOM I ? j - ` i _ �� 1 1' O CONSTRUCTION V Vt F-WT501 1 5'-O" 1' 1 1/2" 1 TRANSOM � �� Ur � � U NEW EXTERIOR PARTITION- 2' X 6"WOOD STUD WALL W/ 1/2" CDX PLYWD. TOTAL 56 i 131_S„ # GARAGE 12' �,� _z < EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING 20'-6" X 23'-O" \ AE'(�VF D 0 I Z Z �� W z BY"TRU-SHAKE" - COLOR WICKER APP. EQ. PROV.1/2" GYP. BD.(SCREWED/TAPED) # \ I D h- {J O CLR. PINE 5" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY). Z U 3 112"WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS i � � U ALL WINDOWS TO HAVE STOOL. \ O� I O O NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. Ll(SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE �a- `D D i RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. t c�u,l .v;0 t� PROV. CEMENT WALL BD. FOR ALL TiLE AREAS. } �aED aA D I�m `n E I INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND O TWO COATS FINISH (COLORS T.B.D,. BY OWNER) SATIN FIN. THROUGHOUT o o � 8 � 9 U.O.N. ALL TRiM SEMI-GLOSS. 94-011 n �7 N N I HARDWOOD FLOORING-SELECT #1 RED OAK 2 1/4"W., 15LB. FELT., i UNDERLAYMFNT (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) _-� 24'-0„ ' i SCALE: 1 14,1`1'0" SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. 1 �qT a2121 �tQ DV�JG, NAME: i SUB FOR TILE AREAS TO BE SCREWlED AND GLUED. F OF rv�� i CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO 13E INSTALLED �[�T] OVER 1/2" CEMENT BOARD U.O.N. VWALL AND FLOOR GROUT TO HAVE FIRST FLOOR WATERPROOF ADDITIVE MIXED IN. PLAN DWG. NO.: THESE DRAWINGS AS iNSTRUMENTS O=SE:RVICE, AFDC THF"SOt_F PROPERTY Or-THr ARCH!T F-CT. NO RF_ViSIONS,CHANGES,AND/Oil MODIFiiCATIONS .. SHALI PC A_LOWED WJHOUT WR TTFN AUTHORIZATION VY THE ARCFifTECT. ANY RF7PnODUCTION[IN PAR F `ti r 0Fi W 140LF�i. STR'C,TLY Pf'I'>i,711 ED EY LAW -- �♦♦ vi �I ( � TRUSS BRACING i 4 (MTS 12) DBL. 1 3/4" X 11 7/8" G-P LAM O I I I ' ( i ~ i TRUSS/RAFTER U i, i TO TOP PLATE �(�ULn� I DBL. 1 3/4"_X 11 7/8' G-P LAM x I (RPS4) i 2.0E LVL BERM >- ge,-IF tCL ! D4 I a i I �' �� I D1 NO ✓L--.I { i 1 �� STUD TO STUD (CS16) IIf I I / I II �'< DBL. 1 3/4" X 11 7/8" G-P LAM _ jX N _ NAILS OR �' AAS 11 10d !: I` STUD TO BAND JOIST I I i I X ,i I i N 16d SINKERS = I I ! f U (CS16) PROV. 1 3/4" X 1 1-7/8" RIMJOIST 3" O.C. VERTICAL (cd 4" O.C. HORIZONTAL. { , j HEADER ANCHORAGE AROUND ENTIRE PERIMETER. II (' I ' f R (LSTA18} SHEARWALL STRONG-WALL }' I 11- _.-- _ 'CAL AT i i _ .ten•. �ACF'i CORNER) j j r ++ ! a i � I I{ _✓'` PROV. 11 7/8" BOX BEAM PRE-ATTACHED SILL PLATE TO D ► i I c0 I cc j PHD6 WITH -- - FOUNDATION A 1 — 1 P12 SDS 1/4 X 3 USING USE' BEARING 1( �1�y it ------------_ __ _ -__-•_ _ -. _ _ _ .____- ___ ASTE NERS PLATE FASTENERS (HBf'S/LBPS} (`)`",l I _ _x ----------- x - __- __- -- -- - --- --_ __ SILL PLATE TO ILra�x 7 114"G-P LAM j f \� Y`�- LIJ11 { � m = 1 FOUNDATION IT 0 2.c7(: LVL F.J. Cc= 16' C7.C. I _ _C j +� j MIJ ( ` J I (BP) II r I J rI J — -- SILL PLATE TO DRL. 1 3/4" X 11 7/8" G-P LAM ^,� �V !v_- 4,IO -ilu1 FOUNDATION PROV. METAL FLASHING = y - I - - M!0 - AT ALL WINDOW SILLS. 2.0 LVL - _ B R! DIN " USING USP BEARING f I B N [} nj L1 314"X 7 1/n G-P LAMS PLATE FASTENERS (TYP. ALL LOCATIONS) ? PLATE FAST i *'{u I i - ------------- -- - - -_ - _ ---- - -- 2.0E LVLFJ. tE�U.C.- I I I / - _ - -- --- ! --- rr Irr D 4 I _- ' 11.u-- - ':r -_---I -- I Il METAL FASTENER SCHEDULE (� 1 A 1 -- 1 ! -- • II L 1: w ROOF SHFaATlNG TO TRUSS TOP PLATE. 1 I 10 - _ i� X 71 !�"G-f I AM� U. X ` 1-2.0E LVL FJ ( ! (>.,o:G' -WALL STUDS � G W -- - I (f I tJ .J DOUBLE TOP PLATE Jll W i _.J -.. -- - - I 1%n°x 7 1/4'c;-P LAM I m,q__----.------------ L--co O _-- I 2.(3E LVL F.J. (_i' 1f"O.C.' METAL HURRICANE 17 - CONNECTOR - WALL __�=:�L -- - - - u i l �-- _ _ _- - ---- �� =� �� - - -- ui SE-iEATLNG I I r l -I p�� 1Lir I J CONNECTION OF TOP i i — -- _ _ I �i ��' ( �,,,d 0 D n - EbROV. J01ST_HA_NG_ERS AT ALL WALL PLATE TO WALL STUD. G 2" x - F.J. S 1 L I I _ - j - O.C. TYE . 1S L- FL. ! i FLUSH BEAM LOCATIONS A 1 - 1 �-__--` (TYPICAL ALL 2" X 8" BLOCKING -- (?_) ?_" X 4" TOP PLATE � --- --_ � I DBL.�1/1 3/4" X 11 7/8-G-P LAM { BAND JOIST I % \` 2..0: LVL ECAM --- FLOOR FRAMING �f TWO- MEMBER FLOOR 1 � _- I 2" X 10" RAAFTER SUPPORT BEAM PILE CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12_ Z(r RAFTER BRACING RVLTSI2 STRAP i 50 WITH (7) 1Od X 1 112 FASTENER STRAP WITH (12) 1 Od X 1 1/2" FASTENER I i TO STUD AND RAFTTER. INTO FLOOR JOIST AND SUPPORT BEAM { ± FOUNDATION PLAN mZ CONNECTION OF FLOOR FRAMING �D4 ! i - T�Sc S PPORT eEAM. i� 1 _ 1 + � w BIRDSMOUTH CUT D j (EXAMPLE) D 0- LOW END OF JOIST ONLY Al — 1 �� a (EXAMPLE) I p a I D 6 i I cn o KANT-SAG LST122 OR? SIMPSON HL35 `IMPSON LSTA21 STRAP HEAVY-DUTY'- RIDGE V✓ITH (16) 1Od X 1 1/2 FASTENER ANGLE BRACKET BEAM (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE: - - LL 0 cr OFDF;7/12 OR GfTEATEF�2), L. MICROLLAM c 6 ADERY +I I \ e • } ___ -_ _ _ __ — -_ -_ __1 Z a I O F 2"X 10" R.R. Z 0 {it C1 0\ z z ;Z I � O u w !0 ~ 71 U U U Os 0 0 • �~ CONNECTION OF RIGDE �;705 CORNER CONNECTION 6 '� a C3 BEAM TO ROOF RAFTER ) wu �A 1 — 1 (EXAMPLE A — 1 WALL STUD �, u! Lu W (EXAMPLE) f u v, - U, Ir� J �� — WALL STUD _ . _ _ i co � � � ? ;1i U I_ 0 _ � - I p D cf cD r r` 11 2"X6" (�(�FE A,RC cA r r N cV STUD WAI�'L �g'� K NOT,q � c� c r r CLIP ANGLE (ROTH SIDES OF _ ;--' `` '" �� BOTTOM PLATE WALL_ ,- STUD C9 SCALE: 1 SCREW THROUGH CONNECTION)MIN. LENGTH - JOIST � SHEATHING II' {, �� _ , BRACE AT EACH EB DEPTH MINUS 1/2" _ BAND JOIST //�I I t I I; 114",—l O' FLANGE (3) 2"X 10" I Ii CONNECTION OF WALL i 1 CONNECTION OF WINDOW 8 SCREWS (4 PER LEG WINDOW I I I I S1-ICATHING TO WINDOW (3) 2"X 10° # I' �= DWG. NAME;: 0.75" X 33 MIL -- E i HEADER WINDOW ; HEADER TO EXTERIOR WALL. `t3FZ,'C:Ti'�, u t TWO- MEMBER FLOOR SUPPORT BEAM HEADER ,,L FI, I { ;�. HEADER ?i� (12)SIM 1 d I.STA18 STRAP WITH FIRST FLOOR -/ PILE -- � CONNECTION OF WALL TO FLOOR FRAMING � _ ,1, I (12) 10d FASTENER. I SIMPSON LSTA18 STRAP WITH �5;; t'f !� I ONNECTION OF WALL "¢ I 4Tfioenil �� FFi,�t�11NG PLAN R (1?_) 10d FASTENER. I'I SHE AT RING TO 2"X 6' STUDS i CIF W. I CONNECTION OF BAND JOIST TO SUPPORT ]Lj SIMPSON LTP4 STRAP (12) 8d X 1 1/2" JACK ( DWG. NO.: IT X- BRACING Dg STUDS JACK EXAMPLE JOIST TO HEADER JOIST �D9 �, ^� `� \1TIONS STUDS ARE THr- n.�LE PR F ERTY Ou�.�F EARCTS H TIFCT- ( ) \1 — ICONNECTION OF WALL CONNECTION OF WALL .SHEATHING �1 APFT�,rsoEEPoaFRn oET�sEARc►�iT�FCT. _ CONNECTION OF WALL SHEATHING D G\ SHALL REVISIONS. %'F_DWCHANCIITH./UT RI TENAMOCAF`ICAORiZ SHALL_BE ALLGV CD WITHOUT WRITTEN/�LUTI tORIZATIC7N (EXAA . MPLE} TO FLOOR FRAMING. T'O WINDOW HEADER Al -- 1 - I EAY THE ARC-HITECT. ANY REPRODUCTION IN PART � ._ (EXAMPLE) A'' 6 �, TO STUDS AROUND WINDOW HFA['_)E.R\A1 -- 1` CIA WHOI,f- ,TI0CTLYPra0HIF3Ii C'BYLAaW. (EXAMPLE) (EXAMPLE) �__ � vj g J GENERAL. NOTES : DOOR SCHEDULE : FIRST 8, SECOND FLOOR DOORS 1, ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES DOOR AND ORDINANCES. DOOR ID WIDTH HEIGHT OPERATION 1 LOCATION MATERIAL 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 6-8" 112 GLASS LEFT SWING FOYER OWNER AND ARCHITECT WITH COPIES OF:ALL REQUIRED INSURANCE AND 61-0. U-13" GLASS SLIDING M. BEDROOM S WORKER COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 03 4'-0" 6-8` GLASS FIXED PINING ROOM FWG 8068 CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS 0 FROM THE DIMENSIONS SHOWN. 40 81-0. U-S" GLASS SLIDING DINING ROOM FWG 3168 14 u S,- cc 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE 4'-0- 6-8" GLASS FIXED (DINING ROOM FWG 3186 0 -DRAWINGS UNLESS OTHERWISE NOTED. - 6'-0' , U-13" GLASS SLIDING CONSERVATORY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND I /F-=-\ PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 31-01, 61-8" 112 GLASS LEFT SWING GARAGE COLLAPSE, DISTORTION, AND MISALIGNMIENT ACCORDING TO ALL APPLICABLE CODES. 91-0.. T-0" STEEL ELECTRIC GARAGE 7 k40 BEDROOM 3 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO ne.-on 7'-0" STEEL ELECTRIC GARAGE CC;cl, 13�._W x 151-0, THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 31-0.1 U-13" STEEL RIGHT SWING GARAGE S0 CATHEDRAL CEILING INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. NG G roll 100 TRAY AT 9'-6" V.I.F. 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 10, 1 6-8` STEEL LEFT SWING GARAGE TRAY c, RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. U2 2'-6- 61-81, WOOD LEFT SWING BEDROOM 1 C) CEILING 8. ANY ,EXTRAS" FOR ALL OR LEGITIMATE (UNFORESEEN CONDITIONS SHALL BE DOCUMENTED'WITH THE COST OF APPROVAL 13Y OWNER OR HIS AGENT PRIOR TO 31-0 WOOD LEFT SWING FOYER STARTING ADDITIONAL WORK. 3'-0" 6-8" WOOD ILEFT SWING LIBRARY G14 9. DOLJF31-E JOISTS ARE TO BE INSTALLFD UNDER ALL WALL PARTITIONS RUNNING 0 15 -10" -8" PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. 1 5' 6' WOOD DBL. POCKET KITCHEN REFER TO CONSTRUCT DRAWINGS FOR SIZES. 6-0" 6-8" GLASS SLIDING KITCHEN 106 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR *2 CONS.. GRADE OR BETTER. pr 17 3'-0" U-13" WOOD RtGHT SWING DINING ROOM 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK BEDROOM 2 BATH R* OOM 2 f SUCH AS BUT NOT LIMITED TO: MILLWORIK, SPRINKLER SYSTEMS AND STEEL WORK. 188 3'-0- 6-13" WOOD RIGHT SWING 113ASEMENT F � L ' . I I I I ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE 12'-0" X 13'-10" T-0- X 0_'-O" 3-0 61-81, WOOD LEFT SWING M. BATHROOM PROCEEDING. C16) _0�1 6_811 WOOD RIGHT SWING M. CLOSET jj: -00 4j- 191-01, 6-8" WOOD LEFT SWING M. BEDROOM T IHT SWING UTILITY ROOM PLUMBING LEG END : 3'-0" 6-8" WOOD RIG �3 2'-6- 6-8-' WOOD LEFT SWING OFFICE MEDIA ROOM 0 4' 0" PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED C4 2'-4" 6-8" WOOD RIGHT SWING 1BEDROOM 1 9'-0" X 9'-13" ON CONSTRUCTION PLANS), FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. p Z-4- BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL 6-8" WOOD LEFT SWING BEDROOM 2 I. 3'-4't NECESSARY DRAIN VALVES. 2'-6- 61-1311 WOOD LEFT SWING 43EDROOM 2 8-0" C.H. ,5"E4 PROVIDE FROST FREE HOSE BIBS, 1 , 2ST FLOOR CH B L F N� ,. I _�, I F 2'-4" 6-8" WOOD RIGHT SWING 113ATHROOM 1 J a,_011 C.H. OS SHOWER HEAD 2ST FLOOR !SITTING ARE 2-16" 61-81, WOOD LEFT SWING -A p 4'-O" 6-8" WOOD SLIDING ;SITTING AREA 0 32 K LLJ w '-6" 6-13" WOOD LEFT SWING 'BEDROOM 3 I +, , 27 2 31) 2'-6" 61-W Wool) POCKET 'OFFICE sc .3 INSULATION INOTES : ISCI 4._011 W OD DBL. SWING �BEDROOM 2 EXISTING EXTERIOR WALLS: 2"X4" WOOD) STUD. R-1 5 HIGH DENSITY INSULATION U2 I SID BY 'CERTANTIEr-D' OR APPROVAL EQUAL. 03 4'-0" 6-13" WOOD DBI_ SWING !BEDROOM 2 v - NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY INSULATION OFFICE 33 BY 'CERTAINTEED' OR APPROVED EQUAL. 14'-8" X 22-9` BATHROOM 1 NEW ROOF: R-38 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQ. T 14' 8'-0" C.H. 2ST FLOOR I W1 '1\JD0W LEGEND : 2 3'-31 t T ELECTRICA L LEG END : ALL WINDOWS TO BE ANDFRSEN TILT-WASH 2 4 ----------- NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE N.Y.B.F.U. AND A,CERTIFICATE FROM THE N.Y.B.F.U. IS TO WINDOW SPECS BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. f }f O -L ANDERSEN ROUGH ROUGH p IPANE NOTE: THE OWNER SHALL PROVIDE ALL- LIGHTING FIXTURES UNLESS OTHERWISE PLAN REFERENCE OPENING OPENING QTY. ! 11N�_ NOTED. ALL OTHER ELECTRICAL EOUIrWENT AND MAIL. TO BE SUPPLIED BY THE REF. NUMBER WIDTH HEIGHT FLECTRICAL CONTRACTOR- TW24 32 2'-6 1/8" 3'-4 7/8" 4 "A' -Om ' o NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR -1 O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. DHT241 0 21-6 1/8" 11-0 2 (TRANSOM ' 51 s- "B" A281-2W -4" 2*_o 8'-O" C.H. 0 5,�R' 2 —3 i-4,3 2ST FLOOR -e DUPLEX ELECTRICAL RECEPTACLE TW3046-2W* 6`-4 1/4 4'-8 7/8" 2 �EGRESS so DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT c 23 DHT3010-2W 61-4 1/4" V-0 1/2" 2 ITRANSOM i �'- Itsc DUPLEX SEPARATE CIRCUIT RECEPTACLE "D� TW2042 2'-2 1/811 41.4 7/8' 2 i j s Sc r) $ WALL'SWITCH 'E" DHP31042 3'-11 7/8" 4*-4 7/8f' 1 Q5 b L 4 s TV,/3046* 1 3'-2 1/8" 4'-8 7/8" A !EGRESS 6F 3 3-WAY WALL SWITCH "F` DHT301 0 3'-2 1/8" V-0 112" 2 (TRANSOM CEILING MOUNTED JUNCTION BO)X 8'-0" C.H. BEDROOM� �1 �G- TW28310-2W 1 5'-8 1/4" 4'-0 7/8" 1 2ST FLOOR 12 10"X 18'61 OJO WALL MOUNTED JUNCTION BOX 111. OH TW21031 0 3'-0 1/8" 4'-0 7/8' 2 RECESSED DOWNLIGHT (I 00w) -LIIGHTOILF-R" OR APPROVED EQUAL TW2442-?w 51-0 114" 4'-4 7/13" 1 uj .017 EXTERIOR MOUNTED DOWNLIGHIT (100W) 1 1 4'-4 114" 3'-4 7/8" 3-2W TW2032 0 0: WALL MOUNTED DUAL SPOT LIGHT KP DHT2010-2W 4'-4 114- V-0 112` 2 ITRANSOM X r3 'o NEW CEILING MOUNTED JUNCTIC)N BOX FOR RECESSED EXHAUST �U- TW21052 3'-0 1/8" 5'-4 7/8" 3 !EGRESS FF FAN/LIGHT WITH DUAL SWITCH AIT WALL. "BROAN" HEAVY DUTY UNIT D OR APP. EQUAL. to Z DHT21 10 3'-01/8', V-0 112" 3 ow EXT. MOUNTED LIGHT WITH FAN OL I ITRANSOM TW2452-2W 41-4 114" 5'-4 7/8" 4 1 SECOND FLOOR u< 0 SMOKE/CARBON MONOXIDE DETECTOR: DHT2415-2W 4'-4 114" V-0 1/2" 4 TRANSOM so TO BE HARD WIRED TO CENTRAL CONTROL BOX 0 ON' TW2442 2'-6 4'-4 7/8" 1 Ell 24'-G" > NEW TELEPHONE RECEPTACLE T TW45-41052-20 8'-6 1/2" 6-6 314" 1 DAY 00 1 — 0 in >c NEW-CABLE TV RECEPTACLE TW2446-2W 6-0 114" 4'-8 7/8" 3 ITRANSOM Li D Ft NEW DOORBELL On ti) DHT2410-2W 5'-0 1/4" 1'-0 112" 3 ITRANSOM G0 V) S" rffr6oll 67-0" 1'-1 1/2' 2 'TRANSOM cr 'T' FVVT31 11 3'-!- V-1 1/2" 3 iTRANSOM 0 �U" I JD JR LL FVVT6011 2'-9" V-1 1/2" .3 ITnANSOM a: 1 0 C ONSTRUCTION LEGEND : FV\rT501 1 51-01, 11-1 1/2" 1 ITRANSOM Q 0 0 < NEW EXTERIOR PARTITION- 2" X GT'WOOD STUD WALL W/ 112" CDX PLYWD. TOTAL 5,9 EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), QUALITY EDGE SIDING c)0 z z z BY "TRU-SHAKE" - COLOR WICKER APP. EQ. PROV.1/2' GYP. BD.(SCREWED /TAPED) =j u- !�j 0 CLR. PINE 5" COLONIAL BASE TRIM, e. R-21 FOIL FACE INSUL. (HIGH DENSITY). D _j _j C�, L) 0 o 31/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS I ALL WINDOWS TO HAVE STOOL. o o o NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 112" GYP. BD. U L.J c uj uj (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE STORAGE u < UJI LU Uj 5�_2 I D D D Z) RESIST GYP. BD. (GREEN BID.) FOR ALL BATHROOM WALL AND CEILINGS. 23-0" 4'-0" cl) 0 U) U)w PROV. CEMENT WALL BD. FOR ALL TILE AREAS. 0 to CE 1 INTERIOR PAINT-TO BE "BENJAMIN NAOORE" U.O.N. ONE COAT PRIMER AND YN.rmff AEo Lli 0 0 TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT Z) 4 6 1 U.O.N. ALL TRIM SEMI-GLOSS. U) 17 C�l D (6 HARDWOOD FLOORING-SELECT *1 RED OAK 2 1/4"W., 151-B. FELT., SCALE: UNDERLAYMENT (3 FINISH COATS OIF CLEAR SATIN POLYURETHANE.) 114 1 10" SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. DWG. NAME: SUB FOR TILE AREAS TO BE SCREWED AND GLUED. 212 CERAMIC TILE - "AMERICAN OLEAN" ITILE OR APP. EQ. TILE TO BE INSTALLED SECOND OVER 112" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE FLOOR PLAN WATERPROOF ADDITIVE MIXED IN. DWG. NO.: THESE"DRAWINGS AS INSTRUMENTS Or smvicu, p 6 0 — U� /Z7 4 G I v DE=t) ARE THE SOLE Pr10f'ERTY OF THE ARCHITECT. NO REVIS!ONS, CHANGFS,AND/On MODIMCATIONS, SHALL RE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE APICHITECT. ANY Rcpno0U(_';TI0N INPART_ A . 2 OR WHOtf-IS STRICTLY PROHIBITED BY LAW s D7 PROV. 1-3/4" X 11-7I8" RIMJOIST Al AROUND ENTIRE PERIMETER. O U Al - 1 ° �" c 7 � T_ c, 1 I 4 I a PROV. 1-3/4" X 11-7/8" RIMJOIS7 1 ' �A I N I AROUND ENT IRE PE_RIME I ER. o I I iD r � U jj U i i i x I � � /� Dl I Ihp j �D9 ! ' A1 - 1 2 1 i ,X � PROV. 1-3/4" X_ 11-7/8" RIMJOIST AROUND ENTIRE_ PERIMETER. � � i r 1L I Ln CL L-Li I I ! I I I , I cc i ! !_ I I ! i x b A l 1 " i 1 ! fi I fj i ?�Uf �I� 10 Flo! o0!- >- � co 1 I ! !� +J � I I X '� i icli w a { I I cl co PROV. 1-3/4" X 11-7/8" RIMJOIST I I _ - f , DBL.- 1 3/4"X 11 7/8" G-Pui I (_- ! AROUND ENTIRE PERIMETER. ___--------___- _—_.-- + I DBL. 1 3/4" X 11 7/8" G-E' I I ! I I Ij i j LAM 2.0 E LVL (FLUSH) + _j LAM 2.OE LVL (FLUSH) I !' i41 A 1i1III— 1II,► rr^��i,.�J. 'f Ifi,I TaUfpti�r7;Uplv�-Ii!fIIC,iIi, ro(U i�II(iI'I!II!rI�Ij(II iI-—�1IIfiII1Ii rr!(�gyri II"II p_am�?�,II I�,!I•i--,tap�YS�1 � i1IIIII( -_-__-?'iII'_----------.-----_--�--_----.---_------»--_--_T_ ----—----2�.-".->--X----1-0_-_"-_--C^_---_- .--J—_-.C16 O. -----\---- Ell E' J U U! !n � -��T5•/--9�-T•-�rR NoEK ,R 9,Oy 0Q� )� c0Q��EZo- ,o= - l . L.* � r > X UL LL* t.m 00D IL x D1 SECOND FLOOR CEILING FRAMING PLANco , D LL a mz pLJ dr <D Lli 2„X10" C.J./C.T D J �}) 16" �Al 1SECOND FLOOR DECK FRAMING PLAN cL) Y,n-I DBL. 1 3/4"X11 7/8" G-P - 0C�ra _ ��EUz00rx LAM 2.OE LVL BEAM�c p f X LL <I 00z Lul � p 0A Q N0 � ° o -c0t` m a 11PROV. 1-3I4" X 11-7/8" RIMJOIST SCALE: AROUND ENTIRE PERIMETER. PROV. 1-3/4 X 11-7/8 RIMJOIST 1/4"-_ 1 011 AROUND EN I IRE _I DWG. NAME: 212A DT =N - "IRST & SECON =LOOR FRAMINGA 1 PLANS ,2— v DVG. NO.: D THrSE DRAWINGS AS INSTRUMrNTS OF SMVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT, SHALL LL EE ALL- CE•tD WI S,AND;OR IvIOEaIFITHORIZ SHALL P.E ALL_OWED WlTHOUE WRiTTEtJ AUTt+-iORIZATIONA . 2- 1 BY THE ARCt PTE:CT. ANY REPRODUCTION IN PART OR WHOLE,IS STR!rTLY PROW' TED 6Y LAW- 2-1 3/4" X 11 7/8" 2.0 E G-P LAM u LVL RIDGE BEAM 2�< 4. -FL K1N(3. ?: RAKE" RAFT ERS Iw ON AL,L GABLE rq ROOF ENDS. (TYP.) t 0 C) u 2"X 12" A06%, y. - E BEAM 11/" D,�3 00 RIDG(TYP. DORMER AREAS) 2" X 10- R.R. 16"O.C. pq01 I I _ 4r" 2" X 10" R.R (TYP. ALL DORMER AREAS) 0 2"X 4" "FLYING RAKF" RA,FTFRS ( U I ,� � -t I, II < � `�� ON ALL GABLE ROOF k 10 < < a: i Ii i � I ( 0 < X x uj v NI c\I 0; X12-1 3/4"X 11 7/8" ,-'21.0E G-P LAM I 1+ I� + I , a, Lu L.VL RIDGE BEAM i I C i C Al 1 �j 1 ; i= ;� N. 4'"FLYING RAKE"RAFTERS PROV. DOUBLE 2" X 12- HEADER, ROOF ENDS. (TYP.) ---t ILI ON ALL GABLE < ! ?! + I j < J < I NEW ASPHALT ROOF SHINGLES i / I' ! Ct ! 0 "GAF" TIMBERLINE LIFETIME b X x OR APPROVED EQUAL. Ox N PROV, 1/2" CDX PLYWOOD SHEATHING. -7- Il C=\j '4 L)2 V- I 15# FELT BENEATH ASPHALT ROOF L Al SHINGLES. (TYP, ALL AREAS) 0 DBL. 1 3/4"X 11 7/8" G-P LAM -PROV. R-38 FIBERGLAS INSULATION -2.017 LVL RIDGE BEAM (TYP. ALL) 2"X 12" R.R. 0- 16" 0.C. IN ALL ATTIC AREAS. _t_(TYP. ALL DORMER AREAS) (TYP. ALL DORMER AREAS) 2" X 12" RIDGE BEAM (TYP. DORMER AREAS) H 11 11 11 11 11 11 1i H 2"X 10" R'.R (f-1) 16" O.C. -- -- - _ --_--------- i --------- _.Y PROV, 6" GUTTERS.--\ 2" X 10" C.J. Ca') 16" O.C. --- --- 2" X 10" R.R. Cil', 16" 0 G 1/2-11 GYP. F D. ON ALL ul (TYP. ALL) PROVIDE 8" 8' C.H. u EXPOSED SURFACES. > PINE FASCIA T BD. COVERED Ir RIDGE BEAM 2"I.X 12" RIDGE BEAM WITH WHITE 0 (TYP. DORMER (TYP. DORMER AREAS) 1 3/4"X 11 7/8" GPI-65 ALUM. COIL STOCK, AREAS) ROV� R-21 FIBERGLAS INSULATION F.J.J. (75) 161, O.C. (TYP.) IN ALL ATTIC AREAS. PROV. CONT. SCREENED_/ mz ou SOFFIT VENT IN 5/4" x 6" "V" JOINT CEDAR CL. 1 3/4 X 11 7/8 G PI-65 F.J CD I C" O.C, (TYP.) 0 L ROOF FRAMING PLANS " " Lj< 5/4"x 6" CLR CDR. FRIEZE BD. T14 2" X 101' R.R. Cii� 16" O.C. (TYP, ALL DORMER AREAS) 2" X 6"WOOD. . . ............ D m 2" X 10" R.R. STUDS W/ 1/2" �1/2" GYP. BD. ON A W C? a. 16" O.C. CDX PLY. EXPOSED SURFACES. 9' C.H. (TYP. ALL SHEATHING. (TYP.) DORMER AREAS) 0 0 00 0 CC 0 R-21 FOIL FA LL INSULATION.* 1 3/4" X 11 GPI-65 > (r 0 (TYPICAL ALL AREAS) F.J. 16' O.C. (TYP.) Lj 0 I Lj=I Y-1`1=177 LL z < 1 3/4"X 7 1/4" G-P LAM 2.OE LVL F.J. C�)) 16" O.C. c: 1-- 0 Z LL LIJ, Z DBL. 2' X 6" CCA SILL 4" 01k STRUCT. STEELco - -j 0 P TE 'pPOV. R-21 FIBERGLAS INSULATION COL. BURIED IN FTC-2. 3)'4"X 11 7/8" G;-P LAM co Z U 2-1 3/4" X 11 7/8" 2.0 E G-P LAM 8" P. CONC. FOUNDATION If\ ALL ATTIC AREAS. (TYPICAL ALL AREAS) LVL RIDGE BEAM ------- 2.0F. LVL FLUSH BEAIV4 (TYP.) 0 0 0 WALL W1 1'6"X 10" D. 1�10" ANCHOR BOLT (REF. TO FRAMING PLAN A.1-1) FOOTING (TYP, ALL) cm 0 c?: 2" X 4" "FLYING RAKE" RAFTERS PROVIDER BAR REIN. w LIJI W B PROV. W.W.M. IN WALL W < ON ALL GABLE ROOF ENDS. (TYP.) BETWEEN N _ SLAB D 0- D D5 & EXISTIN rLL. V) w 0 W� i(oc crcc Al — 1 EXISTING Lo ( BASEMENT 1-14 Lu 0 1 0 0 1 ,� (D ufvoi SCALE: V-6` X 10" DEEP P.-- CONC. FTG,-,.(TYP) CONC. SLAB ON DWG. NAME: CLEAN COMP. FIN. 4" P. CONC. SLAB OVER —2'-0" X 2-0" X 1 O' D. 2'-0" X 2'-0" X 1>D. ROOF NEW FOOTING. P. CONC. FTGS.(TYP) P. CONC. FTGS,(TYP) 0212A N FRAMING PLAN & BUILIDING 40 P. CONC. SLAB OVER SECTION BUILDINGSECTION NEW FOOTING. DWG. NO.: THESE]DRAWINGS AF;INSTRUMENTS Cr-SERVICE, ARE THE SOLE FRO'rnTY OF THE ARCHITECT. NO REVISION'-;, CHANGES,AND/OR tv'ODIFICATIONS SHALL RE ALI OWED WITHOUT WRITTEN AUTHOR17ATION A . 2-2 BY THF ARCHITECT. ANY W7PRODUC T�ON IN PART OR WHOLE IS STRICTLY PROHMI-TED BY LAW. rn NOT PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION REFER TO A.1 &A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS. 5 (REFER TO TABLE 1609.1 .4) 1 112" *8 WOOD SCREWS PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL. SPAN OF U-O" REF. TYPE AND # OF SCREWS WIDTH JEEIGHT 16 12 12 — SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS*8 SCREWS « 16" O.C. f i 6'-0 _ PANEL_ 6'- O" < PANEL 2'-0" < PANEL 3'-2" X W-1" HORIZONTAL - 6 VERTICAL-6 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SPAN < 8'-0" SPAN < 8*-0" - SPAN < 6-0" #8 SCREWS (-) 12" O.C. — i O I B HORIZONTAL - 12 VERTICAL - 6 6'-4" X 2'-1 O" ` (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) �T� F �� - P71 ^' l 'HOR#8 SCREWS (�E? 12" O.C. U -o" x 5'-5" TABLE 1609. 1 .4 { LLLLaz IZONTAL - 14 VERTICAL- 10 I#8 SCREWS n 16" O.C. � �1O" X 5'-1 HORIZONTAL - 4 VERTICAL - 8#18 SCREWS @ 16" O.C. " WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANF_LS J I " \ � p �_ + a'-8' X 5'-1 HORIZONTAL- 8 VERTICAL- 8 #8 SCREWS 0D 16" O.C. I PANEL SPAN 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL F HORIZONTAL - 6 VERTICAL- 8 3'-1 O" X 5'-5" FASTENER TYPE — I GIs I #�8 SCREWS @ 12" O.C. 2'-0" SPAN -- 4'-O" SPAN � 6'-O" SPAN <_ 8'-0" , �„ � cI G" HORIZONTAL - 12 VERTICAL- 10 � 6'-4" X 4'-9" _ I 1 112" #6 WOOD SCREWS 16 16 12 9 co N #8 SCREWS (gD 16" O.C. HORIZONTAL - 12 VERTICAL - 8 3'-8" X 4'-9" O � �- #t8 SCREWS ? 16" O.C. 1 1/2" #8 WOOD SCREWS 16 16 16 12 �mmmA4 M HORIZONTAL - 8 VERTICAL- 8 J-8" X 5-1' ? #8 SCREWS CqD 16" O.C. EXISTING CHIMtNEY 1 "K" 5'-0" X 4'-1" TO BE EXTENDED # " HORIZONTAL - 8 VERTICAL - 6 { = a - - #8 SCREWS a 12" O.C. '> L HORIZONTAL- 8 VERTICAL- 12 3'-8" X 6'-1" *8 SCREWS � 12" O.C. - - M„ , 5'-8" X T-P" } HORIZONTAL- 12 VERTICAL- 14 #/8 SCREWS a 16" O.C. "N" 3'-2" X 5'-1" _ n HORIZONTAL- 6 VERTICAL- S , #8 SCREWS Cap 1?_" O.C. - „Q„ 9'-3" X 6'-3" HORIZONTAL- 20 VERTICAL- 12 #8 SCREWS a 16" O.C.„R,t HORIZONTAL - 8 VERTICAL- 8 PROV. 5/4" X 6" CLR. CEDAR #8 SCREWS @ 12" O.C. 3'-2" X T-0" (TYR. ) ------- HORIZONTAL TRIM. P. ALL AREAS — ------------ - ---------- —II .. ��. - 4 VERTICAL- 14 \ ---------- --- -_ I-J I I#,'8 SCREWS � 12" O.C. „T, HORIZONTAL - 7 VERTICAL- 14 6'-8" X T-O" I rr 1#8 SCREWS @ 12" O.C. F \ I O f p U HORIZONTAL- 6 VERTICAL - 14 6`-0" X 7'-0" f — ILL !�;— Lu 21'_2" Z r , ` PROV. 5,14" X 6" CLR. CEDAR �•/ ILIE-od E10 Eli! Ff EL All t it 1 .. W WOLVERINE OR APR. EEO. WOLVERINE OR APR. EQ. CEDAR IMPRESSIONS;SIDING WEST ELEVATION 0 CEDAR IMPRESSIONS SIDING 6" EXPOSURE (TYR. ALL AREAS) 6" EXPOSURE (TYR. ALL AREAS) U f; D EXISTING CHIMNEY TO BE EXTENDED PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGI-F. (TYR. ALL AREAS) PROV. 5/4" X 4" CLR, CEDAR --WINDOW TRIM. (TYR, ALL AREAS) W 12 4F 4 co 12 12 - ou 91 or uj , to , , c tr —24 LL t - `y ,t it GJ PROV. 5/4" X 6" CLR. CEDAR ¢ .. _ W m I m TRIM. (TYP. ALl__AREAS) O J-11 I - m Z U U U 0 LL 0 O 0 - > a Ld uj Q Cl _--------+---- _ 1 0 0 r It 0 eD R Tq Gyp c6 r i �� Q,P 90 �` _ � SCALE: 11411 110" k � f DWG. NAME: PROV. 5/4" X 4" CLR. CEDAR =� ' WINDOW TRIM. (TYR. ALL AREAS) WEST & SOUTH ! �TFOF N��y® ELEVATIONS WOLVERINE OR APP. EQ. 'Q. :-..; ,,,� _ CEDAR IMPRESSIONS SIDING WOLVERINE OR APP, SIDING 6" EXPOSURE (TYR. ALL AREAS) CEDAR IMPRESSIONS SIDING 711 6" EXPOSURE (TYP. ALL AREAS) DWG. NO.: SOUTH E L E VAT I O N THFSI'DRAWINGS AS INSTRt)r,4Ft JTS Or SERVICE, ARE THE:SOLE PROPERTY OF THE ARCWTECT, NO REVISIONS,CHANGES,ANC?/OR MOnIF'ICATIONS r SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION RY THE Ar?C:HITECT. ANY REPRODUC T If)N IN PART OR WHOI,= IS STR?CTt-Y PROHIRITM F'Y LAW. �n PANEL LEGEND NOTE: ALTERNATIVE FOR OPENING PROTECTION REFER TO A.1 &A.2 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. (REFER TO TABLE 1609.1 .4) v 1 112" #8 WOOD SCREWS �• PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" 0 REF. TYPE AND # OF SCREWS WIIDTH HEIGHT 16 12 12 E SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS I #8 SCREWS C� 16" O.C. 6-0" < PANEL 6'-0" < PANEL 2'-0" < PANEL J " HORIZONTAL- 6 VERTICAL- 6 3'-2'' X 4'-1 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SPAN < U-0" SPAN < 8'-0" SPAN < 6-0" #8 SCREWS c� 12" O.C. -T- — B HORIZONTAL - 12 VERTICAL_ - 6 Fa'-4" X 2'-1 O" 1 (REFER TO SECTION 1609.1.4 ABD 16Q9.6.5 AND TABLE 1609.1.4) �� , �;� i (�-�N � U � #8 SCREWS @ 12" O.C. !� III q' ° !�. �_.__� #[�. �J � �_, „C HORIZONTAL- 14 VERTICAL- 10 7-O" X 5'-5" I II #$ sCRews �� 16" O.C. TABLE 1609. � .4 � I � ( � + �( �� „ „ 0 „ oc D 2-1 O" X 5'-1 ( I JAI f---�,• X N HORIZONTAL- 4 VERTICAL - 8 II III �( JI�L � u ! #8 SCREWS (i) 16" O.C. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS G" HORIZONTAL 8 VERTICAL 8 u #$ SCREWS r? 16" O.C. PANEL SPAN < 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL ( J ' l___ HORIZONTAL- 6 VERTICAL- 8 FASTENER TYPE -- 2'-0" SPAN < 4'-0" � SPAN < 6'-0" SPAN < $'-Q" 7x- #8 SCREWS 12" O.C. _ - T „G" 16'-4" X 4'-9" HORIZONTAL- 12 VERTICAL - 10 o oc 1 1/2" 46 WOOD SCREWS 16 16 12 9 c"""9 U gn N #8 SCREWS r 16" O.C. EXISTING CHIMNEY „H HORIZONTAL- 12 VERTICAL- 8 :-8 X 4-9 TO BE EXTENDED O //8 SCREWS n 16" O.C. '5'-8" X 5'-1" 1 1/2" #S WOOD SCREWS 16 16 16 12 .au . HORIZONTAL - 8 VERTICAL - 8 #8 SCREWS r, 16" O.C. HORIZONTAL- 8 VERTICAL- 6 #-8 SCREWS C�> 12" O.C. HORIZONTAL- 8 VERTICAL- 12 #$ SCREWS �� 12" O.C. 1? ;:.. ::;;{ �_� — ; :5'-8" X 7-2' HORIZONTAL - 12 VERTICAL- 14 M . #8 SCREWS O 16"O.C. _ HORIZONTAL- 6 VERTICAL- 8 c3'-2" X 5'-1" #f8 SCREWS Cn 12"O.C. \� ------------ ----- ------------------ ---- - -------- --------- ------- __ _�y.-- ---- -- „Q" HORIZONTAL - 20 VERTICAL 12 1 — -------.- #8 SCREWS C) 16" O.C. „R❑ HORIZONTAL- 8 VERTICAL- 8 I- -8" X, -5" #8 SCREWS n 12" O.C. 91 __-_._. -- „S„ HORIZONTAL - 4 VERTICAL- 14 ,3'-2" X 7'-0" CATHEDRAL uJ f ? 1_ `- - a _ - - - CEILING # Cq \\8 SCREWS 12" O.C. M. BEDROOM HORIZONTAL - 7 VERTICAL- 14 '6'-8" X 7`-0" ( ) L-1i i L #8 SCREWS (a) 12" O.C. No owl 16-O X 7'-0" U HORIZONTAL - 6 VERTICAL - 14THE CONTRACTOR SHXI-L VERIFY , , F THE SECOND FL. 25'-3° .. IWINDOWSOAND NOTIOFYTHEDARCHIITECTSUJ w - -- - - - - OF THE CONDITIONS. z I I r -- � :I -;= PROV. 5I4"X F" CI_R. CEDAR F---=- - --;� --I � TRIM. (TYP. ALL AREAS) �«■■■ PROV. 5/4" X 6" CLR. CEDAR TRIM (TYP. ALL AREAS 5/4"X 6" HARDI-PLANK PREPRIMEp J ( CORNER BOARD (ROUTED TO -- ACCEPT VINYL SIDING BEHIND.) (TYP. ALL AREAS) ! O ELI I iI i i� ! i PROV. 5/4" X 4" CLR. CEDAR WINDOW TRIM. (TYP. ALL AREAS) - i T � W D WOLVERINE OR APP. EQ, V CEL) li Ir�iF'R -SSIONS SIDING O 6" EXPOSURE (TYP ALL AREAS) EAST ELEVATION � r� � PROV._ 40 YEAR "GAF" ASPHALT ROOF SHINGLE (TYP. ALL AREAS) _ WOLVERINE OR APP. EQ. EXISTING CHIMNFY PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL AREA CEDAR MPRl :�Si N SIDING TO BE EXTENDED a 6" EXPOSURE (TYP ALL AREAS) - to Lj Eo _ !o Z 12 W 12 12 �\ \ 0 4f�/ -_ 1? �_. .. j i. i . � _ - � _A- - �g Lu4 r12 ` ------ 10 uj U) O , ' - ' LL THE CONTRACTOR SHALL VERIFY i HEIGHTS OF THE POPOSED SECOND FL. Ir cc , U WINDOW AND NOTIFY THE ARCHITECTS C'3 OF THE CONDITIONS. Z O 0 Q p 0 Z z i�—s--01 i� LL_n�l� �� L 1�__J i 6 _ w w z - - - - ---- -i ( }' PROV, 5/4" X 6" CLR. CEDAR D I.- J _I 0 TRIM. (TYP. ALL AREAS) Cfl ZLi U U U ►- ►- I- I D r(i I W !L 0 (n W w � v; ' I to LLjj [L-1j, ) ---'— ------- — z Ili ( ; . E�Ap — - irsi co I` DWG. NAME s � T lC� WOLVERINE OR APP. EQ. F�F 0, 12A EAST & NORTH _ WOLVERINE_ OR APP. EQ. CEDAR IMPRESSIONS SIDING � � ELEVATIONS CEDAR IMPRESSIONS SIDING PROV, 514"X: 4" CLR. CEDAR 6" EXPOSURE (TYP ALL AREAS) 6" EXPOSURE (TYP. ALL AREAS) WINDOW TRAM. CrYP. ALL AREAS) DWG. NO.: THESE..DRAWING"',AS INSTRUMrr-JTS OF Sr-nVICr, NORTH ELEVATION ARE THE SOLE PROPERTY OF THC ARCHi;EC-- NO H'SHALL REVISIONS,L CL-1)WfI H ✓.NrJ;'OI TFN (CATIONS SHALL_ESL ALL_OUJL t)Wt1 HUU7 Wf?I-TTEfJ AE.JTF�Oti17A1IQN A - 4- 1 BY THE'.A-iCHI i FCC I. A'JY 6-EPnODUCT ION IN 1'ART OR WHOLE I:>STFICTL.Y PROKEt!T[C?PY LAW GENERAL NOTES : I PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEORGRAPHIC DESIGN CRITERIA WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA 1 FAMILY DETACHED DWELLING ZONE 1 1 B MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) HEATING DAYS = 5750 HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE COINCIDENT WET-BULB TEMP 73 DEGREES DAYS SUMMER DESIGN DRY- BULB TEMP 83 WINTER ICE SHIELD U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE GROUNID WIND SEISMIC SUBJECT TO DAMAGE FROM" r ol� 0 SNOW DESIGN FLOOD WINTER DESIGN DRY-BULB TEMP 6 ZONE 11B LOAD SPEED (MPH) CATEGORY FROST LINE DESIGN UNDERLAYMENT HAZARD �Iwj 5750 0.45 R-38 R-21 R-21 R-10 R-9,2 FT R-19 WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED It I C) GLAZING U FACTOR = 0.45 LOAD BEARING C% CEILING R VALUE _= R-38 VALUE OF MAP 0' 36103C166 G 0 EXTERIOR WALL R VALUE = R-13 EXPOSURE CATEGORY B SOIL 3,000 PSF MODERATE TO SLIGHTLY To FLOOR R VALUE = R-19 45 PSF 120 MPH B "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 1 1B = 11' YES EFFECTIVE DATE: CLIMATE-SPECIFIC REQUIRED & PROPOSED MAY 4TH 1908 TOTAL EXTERIOR WALL SQ.FT. 3,72-11 SOTT USE-16" cps TOTAL WINDOW SOTT. == 410 SQ.FT. I cl, PROPOSED MINIMUM NOTES: W_ TOTAL DOOR GLASS AREA SQ.FT. DESCRIPTION FENESTRATION AREA = 604 f3,724 X 100 = 16 WWR R-VALUE R-VALUE B TOTAL AREA 4,670 SQ.FT. TOTAL AREA (EXISTING) 1,980 SQ.FT. I WALL TYPE 1 8" P.CONC. 9' H. R - 10 R - 10 8" P.CONC. FNDN, WALL ON TOP OF A CONT. FOOTING. W4, oe_1 WALL TYPE 2 8" P.CONC. & H. R - 19 R - 10 81, P.CONC. FNDN. WALL ON TOP OF A CONT. FOOTING. I MINIMUM EQUIPMENT PERFORMANCE I WALL TYPE 3 2"X6" W.D.STUD R - 21 R - 21 2" X 6" WOOD STUD WALL WITH CDX PLY WD. C, WALL TYPE 4 2"X4"W.D.STUD R - 13 R - 13 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BID. 0 oc MINIMUM I u EQUIPMENT CATEGORY EQUIPMENT CATEGORY I ASPHALT g PERFORMANCE ROOF TYPE SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. Q G. c OIL-FIRED STEAM AND FLOOR TYPE 1 3/4" X 11 7/8" R - 21 R - 21 1 314"X 11 7/8"TG1 PRO. 350 F.J. (�P 16" O.C. DOE 10 CFR PART 430 f HOT WATER BOILERS AFUE 80%"c' 300,000 BTU/H. SUBPART B1, APPENDIX N. CEILING TYPE 2" X 10" C.J. N/R N/R 2" X 1 O" CEILfNG JOIST Oq 16" O.C. SLAB 4" P.CONC. R 9,2 R 9,2 4" P,CONC.St-AB ON COMP. FILL W/W.W.M. 6 X 6 REINF, FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS OVER OUTSIDE AIR. FLOOR OVER INSULATION INSULU\TION LI-FACTOR OR AREA OR INSULLATION UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA HEATING & COO LI11\JG DESCRIPTION R-VALUE U - FACTOR X AREA UA DESCRIPTION CRITERIA ZONE 11 1B CEILING R-38 0.31 1955 SQ.FT. 606 BASEMENT WALL 81 R= 10 0.56 185 LIN. FT. 104 DETACHED ONE FAMILY WALLS. INTERIOR FLOOR R-21 0.31 3781 SQ.FT. 1172 17- BASEMENT WALL 4' R= 4.5 N/A 195 LIN. FT. N/A MODE : HEATING OR COOLING 0.14 EXTERIOR WALLS R-21 0.31 3888 SQ.FT. 1205 UNHEATED SLAB 4" R- 4,5 N/A 536 SQ.FT. N/A ROOF CEILING 0.1031 UNHEATED SLAB ON GRADE 4.15 TOTAL AriEA 9624.SQ.FT, TOTAL PROPOSED UA-1 104 BASEMENT WALL ab, 0.11 WALLS WINDOWS AND DOORS uj CRAWL SPACE WALL 0.106 , , DESCRIPTION INSULLATION 0 R-VALUE U - FACTO R- X AREA = UA DESIGN CRITERIA WALL R-21 Uo=0.14 3888SO.FT. 644 1 I REF. TABLE R301 .2(2) . I GENERAL !FLOOR PLAN NOTES NAILING SCHEDULE WINDOW R 3SO.FT, 0.35 645 SO.FT. 226 wDOOR 0.35 147 SQ.FT. 52 AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) ui z WOOD FRAME CONSTRUCTION 1. DI ' "MENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3-1 (AMERICAN FOREST & PAPER ASSOCIATION TOTAL 4680 SO.FT. ZONE RODE- 30 - 40' X 1.53 ROOF :> 30'- 40 X 1.53 WIND SPEED 2. ALL INTERIOR WALLS, TO BE COVERED WITH 112" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING SPACING 3 23.7 36.3 -30.3 -16.4 120 WHIR 1 TAPE, FLOAT, AND SAND (3 COSTS). NO. COMMON 3, WALLS COMMON TO GARAGE ANDi HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED)(Pl 6" O.C. 38d PER RAFTER AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 2 ICEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST DESIGN CRITERIA Lu 4. ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 ICEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.7) EACH LAP RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. REF. TABLE 1609.6.2. 1 (1 ) CEILING JOIST LAPS OVER PARTITIONS 4 (FACE-NAILED) (SEE TABLE 3.7) EACH LAP iMAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba TER (FACE-NAILED) 4) PER LIE I GENERAL FRAMING NOTES 5 COLLAR TIE TO RAF (SEE TABLE 3. 6 IBLOCKING TO RAFTER (TOE-NAILED) 2_8D EACH END WIND LOAD noor HORIZONTAL LOADS VERTICAL LOADS F_ VELOCITY DIRECTION ANGLE 1. ALL WALLS, 2l'X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END OVERHANG TO BE #2 DOUGLAS FIR OR BETTER. I .I 2. ALL WOOD FRAMING IN CONTRACIT WITH CONCRETE OR MASONRY TO BE: PRESSURE TREATED. 8 ITOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT j WALL(ROOF WALL ROOF WINDIJVARD LEEWARD VANDWARD.LFEWARD,ENC) INTERIOR 0 ROOF ROOF ROOF ROOF ZONEIZONE 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE I w OTHERWISE SPECIFIED, TRANSVERSE 30' cANGLE 45' 25.7 17.6 20.4 14,0 9.9 -15.6 8.6 -13.4 -11.6 13.0 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. 120 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF U-0" O/C FOR ALL DIMENSIONAL 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 1P.1 1-41 -32.7 liel O.C. ALONG EDGEES LUMBER FLOOR JOISTS. 11 HEADER TO HEADER (FACE-NAILED) 16D '. 0 5. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYWOOD SUBFILOOR. FINISHED MATERIAL TO BE 0 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER,- X 4 STUD APPLIED OVER SUBFLOOR. GLUE ANID SCREW PLYWOOD DECKING TO FLOOR JOISTS. 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 0 ALL INTERIOR HEADERS TO BE (2) 2"X'10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D PER FOOT fr i R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 7 f 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. 15 IBRIDGING TOJOIST (TOE-NAILED) 2-8D EACH END MIN. REQUIRED PROPOSED NET GLAZED OPENABLE 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 112" EXTERIOR GRADE PLYWOOD OR - i USE MIN. RF:QUIRFD PROPOSEDSLOP! HT./PUKED HT. SLOPE HT./PUKED HT. USE SQ.FT.OP AREA LITE/SQ.FT. AREA % VENT/SQ.FT AREA % 16 1BRIDGING TO JOIST {TOE-NAILED) 2-8D EACH END i I I 7/16" OSR PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADER,,;. CNSVTRY, N/R 170 SO.FT. N/R 7'6" N/R 13'-3° CNSVTRY. 170 SQ.FT. 162 SOFT. <950/ 1 0 53 SO.FT. 31-1�1 11. PROVIDE INSULATION BAFFLES A7FEAVE VENTS BETWEEN RAFTER. 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK KITCHEN 50 SQ.FT. 170 SO.FT. N/R 7' N/R KITCHEN 170 SO,F1SQ.FT. 8 2 0/,o' 127 SQ.FT. 75% 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST LIBRARY 70 SO.FT. 209SO,FT. N/R 7611 N1R 91-0. LIBRARY 209 SO,FT. 29 SQ.FT. 14% 12 SQ.FT. 6% GENERAL ELEVATION NOTES 19 IJOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST I - - 91 I DINING RM. 70 SOTT. 243 SQ.FT. N/R 76" N/R -01, DINING RM./ 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST I 551 SQ.FT. 149 SQ.FT. 27010 24 SQ.FT. 5% w GREAT ROOM 70 SO.FT. 300 SQ.FT. N/R T611 1 N/R 91-01. GREAT ROOM 1. EXTERIOR FLASHING TO BE CORR[ECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, 21 IBAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 1 (5 FOYER N/R a: CHIMNEYS, PROJECTIONS, AND PENE-TRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS 8D (SEE TABLE 3,8) 72 SQ.FT. N/R 7'6" N/R 91-01, FOYER 72 SQ.FT. 20 SQ.FT. 2 8?1 10 SQ.FT. 14% z cr PRACTICES. GARAGE N/R 480 SO.FT. N!R 7'6" N/R 91-01, GARAGE 480 SQ.FT. 32 SQ.FT. 7% 142 SO.FT. 30% _jLL 2. GENERAL CONTRACTOR TO PROVIIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. 23 DIAGONAL BOARD SHEATHING :)11- 3. PROVIDE APPROPRIATE SOFFIT VE-tNTILATION AT OVERHANGS. f PER UTILITY RM. N/R 55 SQ.FT. N/R 7'(-: 9*-0" Fu_TILITY RM. 12 SQ.FT. 10 SO,FT. 83% 5 SQ.FT. 42qs mZ 1" X 6" OR 10 X 6" 2-8D 1 0 ui M. DATHROO .60 SQ.FT. 82 SO.FT. NIR 7'(')" N/R 01-01, M. BATHROOM 82 So.FT. 20 SQ.FT. 24?'. 8 SQ.FT. 1 0"/�, F-2 ill x 101, OR WIDER 3-8D PER SUPPORT i GENERAL PLUMBING NOTES M. CLOSET N/R 50 SO.FT. N/R 7-6' N!R _01� M. BEDROOM, 197 SOTT. 164 SQ.FT. 83% 77 SO.FT, 39% 24 IGYPSUM WALLBOARD 5D COOLER,,-, 7" EDGE < J 10" FIELD D CL I M. BEDROOM 70 SQ.FT. 197 SO.FT, N.fR 76" N/R 91-01 STORAGE 3. U) 528 SQ.FT. 30 SQ.FT. 613�; 15 SQ.FT. /',l w 25 STRUCTURAL PANELS 8D (SEE TABLE 3.8) O.f.-T. NltR N/R - OFFICE 37 SO.FT LP,o 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND I - STORAGE N/R 528S 70 R-0 338 SQ.FT. 11% 19 SQ.FT. 6% 26 IFIBERBOARD PANELS SAFETY REQUIREMENTS. I I - I OFFICE N/R 338 SO.FT. N/R 7'6" N/R BEDROOM 1 C) 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGEI 6" FIELD ff-Ol' 247 SQ.FT. ic so.r- 5 SOTT. 2% 4 Z) EQUIPMENT PROVIDE BRACING TO THE FRAMING (BACK TOGETHER BEDROOM 1 70 SO.FT. 247 SQ.FT. N/R T6" N/R 81-01, BEDROOM 2 193 SQ.FT. 20 SO.FT. 1 01,10 10 SO.FT, 5% U) 25/32" 8D 3" EDGE/6" FIELD I -U) to BEDRO OM 2 70 SQ.FT. 193 SO.FT, N/R 76" N/R 81-01, BEDROOM 3 197 SO.FT, 35 SQ.FT. 18?110 181SOTT. 9% BEDROOM 3 70 SO.FT. 197 SQ.FT, N/R MEDIA ROOM 8 SQ.FT. 9 0/1 4 SQ.FT. 5% GENERAL HVAC SYSTEM NOTES 7'61 N/R 87 SQ.FT. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD MEDIA ROOM N/R 0 LL R 7611 N/R 87 SO.FT. N/ 3_011 BATHROOM 1 54 SQ.FT. 5 SO,FT. 1 01�1. 3 SQ.FT. 6% tr 28 HARDBOARD SD {SEE TABLE 3-9) 1 j ..u 0 BATHROOM 1 50 SO.FT. 54 SQ.FT. NCR 76' N/R 6-0.1 BATHROOM 2 63 SQ.FT. 5 SQ.FT. 8% 3 SQ.FT. 5% ,j 0 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 !PARTICLEBOARD PANELS 8D (SEE TABLE 3.9) 0 C[ U SAFETY REQUIREMENTS. BATHROOM 2 50 SO.FT. 63 SQ.FT, N/R 76" N/R 81-01, TOTALS: 2550 SQ.FT. 396 SQ.FT. 16% 319 SOFT. 13% Z < BOARD SHEATHING cc 11 30 IDIAGONAL 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE Eo z I,- EQUIPMENT SUPPLIER. 1" X 6" OR 1" X 8" 2-8D PER SUPPORT LL Li Z I.- D 0 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT To GENERAL :D co Z 0 0 CONTRACTOR, OWNER, AND EQUIPMIENT SUPPLIER FOR FINAL REVIEW AND APPROVAL. 1" X 10" OR WIDER 3-8D PER SUPPORT 0 Ll C) C 31 STRUCTURAL PANELS 0 I- 2 uj uj Uj Lu 1" OR LESS SID 6" EDGE/ 12" FIELD D D EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R31 0 0 a U) 6 ct)W GREATER THAN 1 10D 6" EDGE/6" FIELD 1 0- 0 In 32 !DIAGONAL BOARD SHEATHING Lo Ld 0 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM, D Apq P P 2. OPENING SILL HEIGHT TO BE A MN!IMUM OF 44 INCHES ABOVE FLOOR, 1' X 6" OR 1" X 8" 2_8D PER SUPPORT No N LO c6 c6 3. NET CLEAR OPENING SIZE TO BE A, MINUMUM OF 5.7 SQUARE FEET. I 1" X 10" OR WIDE R- 3-8D PER SUPPORT SCALF: 4. MINIMUM OF 5.0 SOAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAIt_FD 6" ON-CENTER AT THE PANELFDG317_ 11411=110" 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 31' ON-CENTER AT EHT PANEL EDGE WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL E E DWG. NAME: 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH Or 3,3 ,NCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, (ENCROACHMENT OF 6 INCHES PERMIrrTED FOR LADDER OR STEPS). SHALL BE USED TO MAINTAIN THE LOAD PATH. .7 021 P-A 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULA\= NUMBER OF q! ENERGY 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-1f3D NAIL PER CALCULATIONS 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT. NET CLEAR OPENING REQUIREMENTS DWG. NO.: 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM THESE DRAWINGS AS INSTRUMENTS OF SERVC11, INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. ARE THE SOLE PROF-E3TY OF THE t,PCH1TrCT, NO REVISIONS,CHAN F_-S,ANo/ori jNAODIF!CATIONS S�4AL-t-BF-ALLOWED WITf IOUT WR!7-TE.7N ALM 1OR17ATION FY THE ARr-'H;TECT, ANY RE FIRODL)CI 101,4 IN PART A - 5 OR WHOLE'15 cSTR1CTt Y PROHIP)TED BY LAW. FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CONNECTION REQUIREMENTS c CONN' ECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND r I PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION _ I ° l;j -- - ! --` PRESCRIPTIVE DESIGN TABLE 3.3A,ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) WALL-TO-FOUNDATION) 90 I 100 110 120 PRESCRIPTIVE DESIGN TABLE 3.38 ALTERNATIVE TO TABLE 3.3 U L S I U L S U L S U L S 1/2"ANCHOR BOLTS (AMERICAN FOREST& PAPER ASSOCIATION) I - CONNECTION: NUMBER ROOF SPAN I I SOC ION 90 100 110 120 �' � OF (1 T•) FASTEST-MILE WIND SPEED 7., STORIES: REQUIRED CAPACITY OF CONNECTION (LESS) (N1E'Fi) FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS � Cl (IN.) (FT.) END OF 1-1/4"X 20 0 210 58 681 I 264 - 681 206 681 291 • 681 _ 90 100 110 120 GAGE= STRAP` U 2-4 89 325 2610 358 12 2 3 3 , 3 SILL PIATF_ TO � RAFTER/ , _ � � .... FOUNDATION 2 218 119 386 314 426 CEILING JOIST WALL HEIGHT MAXIMUM ANCHOR BOLT 16 2 3 3 4 (F(,) SPACING (IN.) N - SPACING (IN.) -- .. . .. _. _ . _ � .A. _ N:.A. N .A.3,2 149 447 368 493 20 3 4 3 4 v -- (CRAWL SPACE OR .x BASEMENT) 6 179 509 422_ 561 16 24 3 4 4 5 � CODES. 3 ,• 2.4 58 43 421 128 76 421 206 13 421 291 254 421 { 16 8 3 3 3 3 28 3 4 4 _.5 . .. I WALL BOTTOM 2 8 . 89 1 p 'i 3 4 _.. .. . G. PLATE TO 170 260 358 3 32 J _ 4 5 5 6 M N _ �., c� -• I FOUNDATION 2 3;2 119 211 I 314 426 36 4 4 7 l 5 ' I _ c, 3L6 f 10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS. U`I = CONNECTOR UPLIFT LOAD U � N 149 ( 253 368 493 WHEN CEILING JOISTS ARE INSTALLED PARALLEL-TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL 9 W �. I (SLAB-ON-GRADE) - N . � _ ; N�. - - N . � 4 u! p --; M 179 294 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS RIEQUIRED. L4 CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED S _. CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) � I TO A 2 X 6 TOP PLATE. U CONNECTOR UPLIFT LOAD. TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 POF (2/3 X 15 L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) PSI-"). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT .e CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMOER or NAILS SHALL_PE � S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) ICfaEASED BY 1 NAIL AT EACH END. ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL 13E DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ? FOR WALL-TO-WALL AND VVALL_-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMF_?FR TABULATED UPLIFT REQUIREMENTS ASSUIVAE A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF), OF NAILS SHALL BEE PERMITTED TO BE REDUCED E3Y 1 NAIL AT FACH OF THE STRAP FOR EACH TABULATED UPLIFT AND LATERAL CONNEC-TION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0,70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT FULL tivALL ABOVE. }' LOCATED WITHIN 8 FEET OF BUILDING CORINERS. 3 TABULATED SHEAR CAPACITY REQUIREMEMTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH 8D NAILS SPACED 6" AT PERIMETER EDGES AND '12" AT INTERMEDIATE SUPPORTS). FOR OTHE WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. .. ---- WALt_ WALL � ! _ 2' WALL ~! FASTEST MILE WINDSPEED (MPH) _ 15" 4„ 411i 1 p �. WALL WALL ! i PRESSCRI TIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION � - uj l____ gp 100 110 120 O RAFTER/TRUSS ROOF SPAN � ( � ' �� E'er•• r�;_T -t--T SPACING (IN.) (FIT.) i REQUIRED CAPACITY OF CONNECTION (LBS)13 f l uj W 112 193 191 280 264 235 1 280 341 284 280 427 339 280 �— G 25 a21 I 52a _ _ i 24" CLEARANCE 21" 116 2 3 3 I � � i IN FRONT OF OPNG. CLEARANCE TOILET BATH AND ...�. I I 2'0 282 386 I 500 626 v 16 j ?4 327 td 447 5`O N'. 726 SHOWER SPACED 8 371 1 V`• 50.. 6�0 I — LI 32 416 570 740 927 1 i - � 36 461 ! 632 820 1027 _ 3" VENT, L - CONNECTOR UPLIFT LOAD. 3' VENT i L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S• - CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) !I TABULATED UPLIFT REQUIREMENTS ASSUIME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). i 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY. FOR FRAMING NOT I LOCATED WITHIN 6 FEET OF BUILDING COFRNERS. ' TABULATED UPLIFT LOADS ARE SPECIFIED, FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (213 X 100 PLF) FOR EACH FULL WALL ABOVE. ' TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF' HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS SILL OR BOTTOM RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) 1 `1t, , �'' 1 112"� � U i 1 1/2 ,( " ( 1 1/2" I 1/2" ANCHOR BOLTS 518"ANCHOR BOLTS i FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED I (MPH) (MPH) 1 ! , 90 100 110 120 90 100 110 120 ! i B. SINK i B. SINK i j W'C' BATHTUB I VV.C. 11 I ? FOUNlDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 1 m !!Ij ANCHOR BOLT I ii > SUPP(ORi-ING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) CONNECTION 1 (;� SILL PLATE TO FOUNDATION' j I 00 ! (CRAWL SPACE OR EASEMENT) 2 STTORIES ALL 1 23 3r, D _tL �— D I 1 4` 2„ /? �2" 4" /2„ i2„„-- - -�L - m Z j 32 ( 19 Ill 28 _ C•0 WALL PLATE TO FOUNDATION* ! 1-3 S 70RIES i— -- --_ I -- -- { -- --- -- -- -3" VENT O II U7-1,LITY ROOM ]uj I (SLAB-ON-GRADE) � 6 3G 57 I I M . BATHROOM /;� � 1 �o U CONNFCTOR UPLIFT LO^D. 1 { ' \ G 0 L - CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) � t �� I , i w C S CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) j � � i �, D cY U? O ANCHORAGE REQUIRED TO RESIST LATERAL_ LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. / �> Lo 1 ' ANCHOR BOLT SPACINGS BASED ON MA>CIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). % 1 1/2" ' ANCHOR BOLT SPACINGS BASEDON MAXIIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE: NAIL SPACING OF 3"O.C. (731 PLF) BUILT / 2, , 1 IN ACCORDANCE WITH SECTION 3.4.4. / 0.1 1/` i 3 ANCHOR BOLT SPACINGS BASEDON MAXIIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT / i l 1/2."�1 1/2" ` y LL° 1 IN ACCORDANCE WITH SECTION 3.4.4. 1 i4 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS ! i ° z ' I i WAS DF}Y rR J LL Z B SINK I B. SIN Z U U RESISTING UPLIFT ' ' I cocoZ 0 ° f W.C. BATHTUB! I O LI O PRESCRIPTIVE DESIGN TABLE 3.28 ALTERNATIVE: TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) � VJ C fv j 'E�Ah° -- — o ,��A RC or r 0 �5 NK r�OT,gRo U °LU 1/2"ANCHOR BOLTS 5/£i ANCHOR BOLTS ---- 1 G_ U L, ` U) I FASTEST-MILE WINDSPEED FASTEST-MILE WIND SPEED D m G x (MPH) (MPH) .2 D 90 100 110 120 90 100 iio 120 4 2" 2" 11 4„ N _ SCALE: ANCHOR BOL-T FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT „� „ CONNECTION SPACING (IN.) SPACING (IN.) 1/4 1 0 1"' L U IrVi B S G D\Vta. NAME: SILL PLATE 70 FOUNDATION* 4 \ F 1 D I - R A'\M {CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72_ 72 -=' C•O. NAILING SCHEDULE WALL PLATE TO FOUNDATION 1-3 STORIES I N .T.S . & P.R.D, (SLAB-ON-GRADE) 1 40 33 28 25 51 42 36 32 � 1/8" SLOPE PER 1' THESE DRAW!NGS AS INSTRUMENTS OF SERVICE, D'AfG. NO.: ARF TFE 501.E PROPFRTY OF THE ARCHTECT., NO Rf:.VISION^, CHANGES,AND/OR MODIFICATIONS TO EXISTING C4" TRAP FAY TI if-ARCHIo`c. WITHOUT,'Ro jc-r-rlo J IN ART�`T10N SANITARY SYSTEM OR W1 iOLE IS STRICTLY PRO+61TED BY LAW. A - 6 I R EMOLITION LEGEND : DRAWING LIST . � U A. DEM DEMOLITION PLAN ' w EXISTING PARTITION TO BE REMOVED . A.O FOUNDATION PLAN � c EXISTING PARTITION TO REMAIN X CERTIFICATION OF A. 1 FIRST FLOOR PLAN „ � O EXISTING WINDOW TO REMAIN. CE A. 1 -1 FIRST FLOOR DECIA FRAMING NAILING CONNECTIONS N vS Ex EXISTING DOOR TO REMAIN. REQUIRED. A.2 SECOND FLOOR PLAN o A.2-1 FIRST & SECOND FLOOR FRAMING P4 u x c A.2-2 ROOF FRAMING PLAN > °` • 1->^i EXISTING WINDOW TO BE RE O >r A-3 BUILDING SECTION � �- cF� EXISTING DOOR TO BE REMOVED ALL CONSTRUCTION SHALLM MEET THE f-- r ENTSOFTK:: A.4 WEST & SOUTH ELEVATIONS CODES OF NEW YOR`:STItTE. COMPILYWIT AL CODES OF A.4-1 EAST & NORTH ELEVATIONS NEW YORK STATETOWN A.5 ENERGY CALCULATIONS � � ` U_ AS DOTED AS REQUIIRED AND CONDITIONS Orcs APPROVED �DTo�INzsa, A.G NAILING SCHEDULE & P. R. D. SOUTHO `� DATE: �� B.P.# 30(+ 9 a b a SOUTHOLO TOWN PLANNING VA,70 � �� FEE: a 1, BY: TOWN IRuSTEE NOTIFY BUILDING DEPARTMENT AT O(� SOUIHOLDTO 765-1802 8 AM TO 4 PM FOR THE 0<1 ✓ N,Y,S.DEC FOLLOWING INSPECTIONS: p�, "t ----------------_^Y�---_-- +� -�---��- 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE N 2. ROUGH - FRAMING & PLUMBING LOOD ZO _ _ 3. INSULATION COMPLY WITH CHAPTER"46" II __ 4. FINAL - CONSTRUCTION MUST FLOOD DAMAGE PREVENTION — REMOVE EXIST. FDN./FOOTINGS---� I BE COMPLETE FOR C.O. FLOODSOUTH DA 1TOWN CODE. I'1'-- - COMPLETELY THIS AREA ---- ----- -- I ALL CONSTRUCTION SHALL MEET THE NDER4��'RITER CERTI�I � EXCAVATE FOR NEW EjASE=MENT. h REQUIREMENTS OF THE CODES OF NEW U S C 4. 11 YORK STATE. NOT RESPONSIBLE FOR REQUIRED DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR PROVIDE ALL NECESSARY PROTECTION & TEMPORARY USE IS UNLAWFUL SUPPORT REQUIRED FOR ALL AREAS BEING DEMOLISHED. Rt=MOVE ALL EXISTING WITHOUT CERTIFICATE I I I I I f - _Dt=CK, RAILING &Al_L SUPPOR r STRUCTURE. -- PLUMBER CERTIFICATION OF OCCUPANCY ON LEAD CONTENT BEFORE I� — _ — I ER C, CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER — — — — - - E'>7 SUPPLY SYSTEM CANNOT uj EXCEED 2/10 OF 1%LEAD. RETAIN STORM WATER RUt�OFI" I I I I L! I PURSUANT Tt0 SECTION 0-100 ( ( — � ( � z PLUMBING I pU THE TOV111N CODE E PROVIDE ALL NECESSARY — I I ALL PLUMBING WASTE I PROTECTION & TEMPORARY ( I I I REMOVE EXISTING &WATER LINES NEED I SUPPORT REQUIRED FOR 00 I WINDOW AND PROVIDE TESTING BEFORE COVERING GEED WITH ALL AREAS BEING DEMOLISHED. EXISTING A I _! OPENING FOR NEW. PRD1 1 I 1 II DO NOT UNTIL SURVEY I ( I FRAMING UN1 eFi iER TUON LOCATION I OF FOUNDA ROVED. ID I ' � l HAS BEEN IAPP ' C .� —� �'"� -�.. I cc REMOVE THIS SECTION OF — EXISTING AREA STRUCTURE AND PROVIDE EXISTING STRUCTURF: / REMAIN I TEMPORARY SUPPORT. TO REMAIN. TO REMAIN� — — O —r-- v j REMOVE EXISTING /R- 0WINDOW. REMOVE TSTRUCTURcc :D REMOVE THIS SECTION OF TEMPORAR ( r�� STRUCTURE AND PROVIDE 'TEMPORARY SUPPORtT REMOVE EXIST. WINDOW I REMOVE EXISTING WINDOWS f'R O I ER EP, Cfi ER REMOVE THIS SECTION OF RFMOVE EXISTING WINDOWS E T;-tJCTURE AND PROVIDE AND DOORS TO PROVIDE 1-1-',,4 'ORARY SUPPORT FIRST FN OPENING FOR NV WINDOWS SECOND FLOOR - - .- - - - - .� - - - --� I � W I �REMOVE EXIST. IGARAGE. Ill LL I ( J REMOVE EXIST. SLAB IN I 0 Ill O T I GARAGE AREAS. op op I LL D� M~ Z Z Li LJ ce p co 0 o npr...e-.....yrpoa Q W O O U-� 'B�^�f/dIv tom' \\ h<7�nf Qpa g v SCALE: DWG. NAME: a DEMOLITION PLAN DWG. NO.: w THf:Sf DRAWINGS AS INSTRUMENTS OF Sr RVICE, NO, EV1 SOLE P HAN i*S OF THE APCHITE'A � � �� r Td7 f2F:V1`;IO�Jr,CHANCif'S,F�Nf7!OF1 MOptFlCF.Tii(1NS SHALL BE PLLOW D WiTH(DUT WFiITTtN A.tJTHORIZATION i. BY THE ARC4-ITEC'f. ANY PE RODUC710N IN PART OP.VV!iOl F IS S T T-.C71 Y PROH!R!Tf-n RY LAW, c1 W GENERAL [MOTES : 1. ALL WORK SHALL COMPLY V';`ITH FEDERAL, STATE, AND LOCAL BUILDING CODES O AND ORDINANCES. 2. BEFORE COMMENCEMENT OF WORK, HE CONTRACTORS SHALL FURNISH THE OOV. WATERPROOFING ALONG ENTIRE T OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND FOUNDATION BELOW GRADE, INCLUDING ~ WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. AND PN JOINT BETWEEN FOUNDATION . N D C COONTINUOUS FOOTING. 3. THE CONTRACTORS SHALL BE RESPONISIBLE FOR ALL DIMENSIONS AND :T M `� O >. CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS U FROM THE DIMENSIONS SHOWN. N PROV. 5/8"ANCHOR BOLTS @ PROV. 5/8"ANCHOR BOLTS n Z 4. THE CONTRACTOR SHALL SUPPLY ALL [LABOR AND MATERIAL SHOWN ON THE 3'-0" O.C. (MIN. V-0" FROM CORNERS) 3'-0" O.C. (MIN. V-0" FROM CORNERS) DRAWINGS UNLESS OTHERWISE NOTED. N 5. THE CON TRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND / 0. v PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MIS-ALLIGNIMENT ACCORDING TO ALL APPLICABLE 6'-O" "X 4" CCA POSTS (TYP.) 16'- �" w CODES. c, 6. THE CONTRACTOR SHALL PAY FOR AL (PERMITS, FEES, AND COSTS RELATED TO t ..�, � ('}ter , E' ;; 2 - 2" X 110" CCA . '•t. Ctl�.:+:�� _, — `.}zt' .;,&7:,:;';. ':%• .,L.•]^?,•'r, / ` � ►� THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS SHALL INITIATE ALL REQUIRE 6'-8„ ____ — — — INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U.O.N. CONT.GIRDERS. c °O f LINE OP DECK. C5 . 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS \ Al3ovt. I REMOVAL F ALL RUE3BISH FOR ALL TRADES FROM THE JOB SITE. / \ •' I CRAWL SPACE I / RESPONSIBLE FOR REMO O • PROV. BEAM POCKET /�` / \ •\ I ,; : PROV. BEAM POCKET 8. ANY EXTRAS FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE (TYP. ALL BEAM CONDITIONS) 4 �' DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO :: ..; (�; I (TYP. ALL BEAM CONDITIONS) 4. STARTING ADDITIONAL WORK. Il' - !� 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING •' • `. II '•` PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. —' __ .' '.•' ( _ REFER TO CONSTRUCTION DRAWINGS FOR SIZES. —� ': .`• ' -- 14'-O" r r 4 4„ X 4" CCA 10. ALL FRAMING LUMBER TO BE DOUGL<AS FIR #>E2 CONST. GRADE OR BETTER. u I I I POSTS (TYP.) I �'. 4" DIA. STRUCT. STL. COL { 8'-110" - 11. THE CONTRACTOR SHALL PROVIDE SF-IOP DRAWINGS FOR ALL SPECIAL WORK 2 - 1 3/4" X 9 1/4" 2.OE E3URIED IN FOOTING. B T N T LIMITED TO: MILLWQRIK, SPRINKLER SYSTEMS AND STEEL WORK. G-P LAM LVL BEAM (TYPICAL ALL AREAS) ( • , �' I' +• EXISTING (4" DfA. STRUCT. STL. COL. I 2 - 1 314" X 9 1/4" 2.OE SUCH AS U O REF. FRAMING PLAN A.1-1 ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE I CRAWL SPA P. CO 1 . X 1 . X 1 D. FOUNDATION BURIED IN FOOTING. RE LAM LVL BEAM PROCEEDING. REF. FRAMING PLAN A.1-1 P. CONC. FTGI. (TYP.)O�-O TO REMAIN. I •r.: (TYPICAL ALL AREAS) � I � I � 2 I 8" P. CONC. FOUNDATION . — — — — — — — — — — 8" P. CONC. FOUNDATION �. WALL W/ V6" X 10" D. WALL W/ 1'6" X 10" D. ( J FOOTING (TYP. ALL) ALIGN ALIGN FOOTING (TYP. ALL) ,. FOUNDATION f� t D�� C` PROV. W.W.M. IN WALL I .'' ( I I PROV. 3 - #�5 REBAR PROV. 3 - #�5 REBAR I 4 6 PROV. W.W.M. 1N WALL(— O v V DRILLED INTO EXIST. DRILL :D INTO EXIST. FOUNDATION WALL. FOUNDATION WALL, PROV. 3 - #L5 REBAR 1. BASED ON SOIL BEARING CAPACITY, TVWO TON PER SO. INCH SUBJECT TO I I I I (TYP. BOTH SIDES) (TYP. BOTH SIDES) I I DRILLED INTO EXIST. INSPECTION AND VERIFICATION. y FOUNDATION WALL. uiu,J I (TYP. BOTH SIDES) 2. ALL FOOTINGS TO BE CARRIED DOWN TrO UNDISTURBED SOIL. NO FOOTING SHALL I I 4" CRAWL SPACE I Ic] z BE SET HIGHER OR LOWER THAN A 30 DE(GREE ANGLE FROM ANY OTHER FOOTING. STEP FOOTINGS ARE TO HAVE A 30 DEGR[EE MAXIMUM. I �• ( I I I * , PROV. 4' X 4' INSUL. EXIST. AREA TO REM.q!N. .�.. 3. ANCHOR BOLTS TO BE AT LEAST 5/8" INI DIAMETER AND 10" IN LENGTH WITH A ( I ACCESS PANEL. MAXIMUM SPACING OF 4'-0" ON CENTER. 36'-811 I I PROVIDE NEW 4" DIA. PROV, 3 1/4"X 11 7/8" I I PROV. BEAM POCK STRUCT. STL. COL. GIRDER ui 4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LIB. CAPACITY UNLESS OTHERWISE NOTED (TYP. ALL BEAM CONDITIONS) I ( I BURIED IN FOOTING. I I OR SPECIFIED. i '�'� (TYPICAL ALL AREAS) 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE II I I ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID 1771177 � / WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO '1a* .�,.' tit {'•'';,' , .. COURSES DOWN. SEE_ NOTE 3 ABOVE. ff I I 6. PROVIDE 0.025" ALUMINUM TERMITE SHIIELDS OVER FIBROUS INSULATION AT ALL I I I I 27'-9' 1 PERIMETER SILLS. 2 - 1 3/4" X 9 1/4" 2.OE I 4" DIA. STRUCT. STL COL. BURIED IN FOOTING. EXIST. FOUNDATION I /� 7. ALL WOOD IN CONTACT WITH COrdCRE1TE OR MASONRY TO BE WOLMANIZED OR RE LAM LVL BEAM I (TYPICAL ALL AREAS) \— PRESSURE TREATED. REF. FRAMING PLAN A.1-1 S TO REMAIN. PROV. 2' X 2'X VD.. EXIST. FOUNDATION II 1 I P. CONC. FTG. (TYP.) I ( TO REMAIN. W :.. \ D F O U N DA 1 ION LEGEND PR%V. 5/8' ANCHOR \LTS I I F I I -- 3'-0" O.C. (MIN. V-0" FROM CORNERS) 8' HIGH BASEMENT PROV. 3 - #5 REBAR NEV✓El" POURED CONCRETE FiOUNDATiON WALL ` \ / S I 9I ( DRILLED INTO EXIST. I r � REFER TO DRAWING A.3 FOR WEIGHTS. \ I � FOUNDATION WALL. V UP ! I (TYP. BOTH SIDES) 3" POURED CONCRETE SIB VNITH 6X6 10/10 W.W.M. ON CLEAN /� 8'-6" I ✓ A.^i M)TE!J COMPACTED FILL. - - -I : - - - --� - -- - - _ - - - _ - - - - � i � r-'�,—ALIGN 8" P. CONC. FOUNDATIO ! �, I WALL W/ V6" X 10" D. / �,B r- ,..�,� FOOTING (TYP. ALL) WINDOW LEGEND : =-w = j�I 11 I I I I . �I �r��E, PROV. W.W.M. IN WALL I I r i ! I I I EXIST, FOUNDATION ALL WINDOWS TO BE ANDS "RSEN TILT-WASH. 1. 22'-0" �.. (CLEAN COMP. FILL WINDOW SPECS PROVIDE OAMPRQOFING AROUND FOUNDATION PERIMETER \ ANDERSEN ROUGH ROUGH I I ( I r° , ,�'✓ / \ REFERENCE OPIENING OPENING QTY. C 4" P. CONC. SLAB ON COMP. [7• fo c NUMBER WfiDTH HEIGHT FILL WITH W.WM.6 X 6 REINF. 8" P. CONC. FOUNDATION I I (TYP. ALL BASEMENT AREA) SO DHT2417 2'-6 1/8" 1 -9 7/6" 2 WALL W/ 1'6"X 10" D. .1 FOOTING (TYP. ALL) ! ; .: `.,. `. .�•i`/ ,, I PANEL SPECS: PROV. W.W.M. IN WALL I •�.j I I .« -- -� � #8 SCREWS @ 16" O.C. I? �. LINr_OF DECK HORIZONTAL - 6 VERTIICAL - 4 3'-2_ X 2'-6" y I t�^* / At_iOvr. d --- 25, _—�� 3 ?"x10 CCA GIRDER ` \, I FOUNDATION PLAN li r I z I I 14'-1 Z Ix GARAGE SLAB DL mZ ou d DIL PROV. 5/8"ANCHOR BOLTS 0I NU _Q r I 3'-0" O.C. (MIN. V-O" FROM CORNERS) O W 0 i.'.j�' .. r''•+ .. r'• • .i... - r.. '•.y ..... :. :... ..' 'i. . .T,"'.•:, ��t1� ��"�� r J'v','. � r— :•,f r .. .....:.. 4 ,. ,. '.'' .t . I' ...• !�r'.. •;, ,��t" �P9� M Ott P,y Sa f. _,e. .• ': . a +.r;•� . :; •e +" , ® R�s� 7.: � SCALE: 2' 19' 2' w b ° DWG. NAME: PROV. 19'-O" HAUNCH SLAB -� >�„ ;�G Cl2t,�'• Cl,`. FOUNDATION C�? GARAGE OPENING. ��'�•, i)�' ��',� "� PLAN ti ,"s?p"rmre+�l"?M R DWG. NO.; THESE DRAWING^AS INSTPUMENTS OI"S7 RVICE. ArE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISION`.,, CHANGF'S.AND/OR KIODMICATIONS SHALL RE ALLO` Fd D WITHOUT WR!TTE N AUTHORIZATION • ��.IJJ BY THE ARCHITECT. ANY REPRODUCTION IN PAR I CR WHOLE 1S STRICTLY PROHIBITED nY LAW. j 1 I GENERAL NOTES : DOOR SCHEDULE : � FIRST & SECOND FLOOR DOORS PTI 1. ALL WORK SHAI-L COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES. DOOR ID WIDTH HEIGHT DOOR MATERIAL OPERATION LOCATION Q 2. PFFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 10 2'-6" 6-8" 112 GLASS LEFT SWING FOYER OWNER AND ARCHITECT WITH COPIES OF ALL IREQUIRED INSURANCE AND ��l WORKER'S COMPENSATION CERTIFICATES ANED NAMES OF ALL SUBCONTRACTORS. V 6-0" 6-8" GLASS SLIDING M. BEDROOM C) 14 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 3 5'-4" 6'-8" GLASS SLIDING DINING ROOM ^„ CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS ��l FROM THE DIMENSIONS SHOWN. 6'-0" 6'-8" GLASS SLIDING DINING ROOM O 4. THE CONTRACTOR SHALL SUPPLY ALL LABOIR AND MATERIAL SHOWN ON THE 50 5'-4" 6-8" GLASS SLIDING DINING ROOM L cc ,DRAWINGS UNLESS OTHERWISE NOTED. 16'-O" " 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ANDC16) 6'-O" 6'-8" GLASS SLIDING CONSERVATORY 7 on PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 7 2'-6" 6'-8" 1/2 GLASS RIGHT SWING GARAGE COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE ....� u — CODES. 8 9'-O" T-0" STEEL ELECTRIC GARAGE 6. THE CONTRACTOR SHALL PAY FOR AL PERMIITS, FEES, AND COSTS RELATED TO `J g'-O" T-O" STEEL ELECTRIC GARAGE M �^G THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 10 2-6" 6-8" STEEL RIGHT SWING GARAGE M61-411 o� 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 61-411 11 2'-6" 6'-8" STEEL LEFT SWING GARAGE — 2,_8„ -- RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. M.BEDROOI\✓1 CQ` 12 2'-6 6'-8" STEEL . RIGHT SWING GARAGE c•I 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE L 13'0" X 15'0" U p ... DOCUMENTED WITH THE COST OF APPROVAL DY OWNER OR HIS AGENT PRIOR TO 13 PAIR 2'-0" 6-8" WOOD LEFT SWING FOYER - L f'a "'✓ < STARTING ADDITIONAL WORK. CONSERVATORY — 14 2-6" G-8" WOOD LEFT SWING LIBRARY 13'3" X 142° — - - 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. 15 5'-0" 6-8" WOOD DBL. POCKET KITCHEN REFER TO CONSTRUCT DRAWINGS FOR SIZES. 6'16 -0" 6'-8" GLASS SLIDING KITCHEN 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #r`2 CONS.. GRADE OR BETTER. � I 13'-6" 14'-2" 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 17 2'-6" 6'-8" WOOD RIGHT SWING DINING ROOM 6'"0„M — SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. r ( J� ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE 18 1 -10" 6'-8" WOOD RIGHT SWING BASEMENT PROCEEDING. 19 2'-4" 6-8" WOOD LEFT SWING M. BATHROOM O 9-ODINING RM. 2 ,I ?0 2'-4" 6-8" WOOD LEFT SWING M. CLOSET 12'0" X 20'6" 2'-6" 6'-8" WOOD LEFT'SWING M. BEDROOM l ! 0'-2" 4RD"WRI--D 2'-4" 6'-8" WOOD RIGHT SWING UTILITY ROOM PLUMBING LEGEND : 2rJ3 2' 6 6 8" WOOD LEFT SWING OFFICE �P PROVIDE ALL NECESSARY PLUMBING ROIUGHING AND VENTING AS INDICATED (�. i - --_ON CONSTRUCTION PLANS). FOLLOW ALIL NECESSARY N.Y.C. AND N.Y.S. 2-4" 6'-8" WOOD RIGHT SWING BEDROOM 1 8-4 E 16 so BUILDING CODES THAT APPLY TO WORK (BEING COMPLETED. PROV, ALL 2'-4" 6-8" WOOD RIGHT SWING BEDROOM 2 KITCHEN j — _ sn r-'r J LU Y_ NECESSARY DRAIN VALVES. _ 4, „0 12'0" X 14'2" I f rr O HB PROVIDE FROST FREE HOSE BIBS. 2'�6 -6'" 6'-8" WOOD (_EFT SWING BEDROOM 2 �:�.�';FI � [�/� � g } ' SD CLOSET CS SHOWER HEAD 2 6''-4" -$" WOOD RIGHT SWING BATHROOM 1 TO" 3j 0„ X 7,911 it ^8 2'-6" 6-8" WOOD LEFT SWING SITTING AREA J O 4-0" 6'-8" WOOD SLIDING SITTING AREA 2'-4" INSULATION 30 2'-6" 6'-8" WOOD LEFT'SWING BEDROOM 3 K _. � - , CD)TESs- CL. 12 10 1 2'-6" 6'-8" WOOD POCKET OFFICE 1 iI -.---I=i-- -,- M.BATH , - EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD!. R-15 HIGH DENSITY INSULATION J .� j • 3LLJI� jjL �p A - TET' X1 VC)" BY'CERTANTIEED' OR APPROVAL EQUAL. � ____ � ,r't\ �� I R� - - NEW EXTERIOR WALLS. 2 X6'WOOD STUD. Rco -21 FOIL FA. HIGH DENSITY INSULATION O O �` BY'CERTAINTEED' OR APPROVED EQUAL. WINDOW �/ �I ..�_ NEW ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. � 1W I N D CAW LEGEND : ! —�,Q`1 �c E3 ' ALL WINDOWS TO BE ANDERSEN TILT-WASH. 14 12'-0" > I I� sD DN.E LECTR I CAL LEG E N D : WINDOW SPECS -�-, LIBRARY PANEL ANDERSEN ROUGH ROUGH 14'2" X 14'10"NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND PLAN REFERENCE OPENING OPENING QTY. 10. REGULATIONS OF THE N.Y.B.F.U. AND A CERTIIFICATE FROM THE N.Y.B.F.U. IS TO REF, NUMBER WIDTH HEIGHT - - -- BE PRESENTED TO THE OWNER AT THE COMPILETtON OF THE JOB. °A" AO TW2432 2-6 1/8" 3'-4 7/8" 5 GREAT ROOM F NOTE: THE OWNER SHALL PROVIDE ALL LIGHTiiNG FIXTURES UNLESS OTHERWISE �. NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE "B" © DHT28111-2 5'-7 15/16" 2'-1 7/8" 2 14'10" X 206" ( � W ELECTRICAL CONTRACTOR. ( "C" © TW3046-2* U-3 15/16" 4'-8 7/8" 2 EGRESS R } 14'-1 1" V LIE 2 6 UTILITY RM. NOTE: ALL SWITCHES AND RECEPTACLES TO DE 'LUTRON', "DECORA" IN COLOR p" � TW2042 2'-2 1I8" 4'-4 718" 2 � � �. _�� Jr0 O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. N DUPLEX ELECTRICAL RECEPTACLE "E DHP31042 3'-11 7/8" 4'-4 7/8" 1 7„-5„ ' O "F V TW3046* 3'-2 1/8" 4'-8 7/8" 4 EGRESS (VGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 1 i UP �yl J 3_ _ �' t "G" �G TW28310-2 5'-7 15/16" 4'-0 7/8" 1 , !I I r) Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE "H" HO TUV210310 3'-O 1/8" 4'-0 7/8" 2 „ r'st� - --�- ,,, c � H�sc E31E3 WALL SWITCH TW2442-2 4'-11 15/16" 4'-4 7/8" 1 4. 22,r' i- r $ "K" O TW2032-2 4'-3 15/16" 3'-4 7/8" 3 A r sp ,o 3 3-WAY WALL SWITCH 3 "L" © TVV21052* 3'-0 1/8" 5'-4 7/8" 3 EGRESS / -- Jf3 CEILING MOUNTED JUNCTION BOX 7 TW2452-2 4'-11 15/16" 5'-4 7/8" 4 UP _,,, DN. " �JR WALL MOUNTED JUNCTION BOX "M' ! 13 _� DHT2415-2 4'-11 15/16" 1'-01/2" 4 TRANSOM („ RECESSED DOWNLIGHT (100w) "LIGHTOIILER" OR APPROVED EQUAL �� , CL. � "N" C'._"/ TW2442 2'-6 1/8" 4'-4 7/8" 1 E EXTERIOR MOUNTED DOWNLIGHT (100W!) 12 E I— Q"— E t 1 JB 22'—O" "Q" ® TW45-41052-20 8'-6 1/2" V-6 3/4" 1 BAY a O'er �x �Js WALL MOUNTED DUAL SPOT LIGHT 10'-2" "R" RO TW2446-2 4'-11 15/16" 4'-8 7/8" 3 NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST C sD1 �� `�',• EF TOTAL 39 _ FAN/LIGHT WITH DUAL SWITCH AT WALL., "GROAN" HEAVY DUTY UNIT - OR APP. EQUAL. 'q- EXT. MOUNTED LIGHT WITH FANS '10 SID FOYER 7 Aso SMOKE/CARBON MONOXIDE DETECTORt: _. -. ._. TO BE HARD WIRED TO CENTRAL CONTRIOL BOX r DT NEW TELEPHONE RECEPTACLE .vi�t� 2—6 (1c NEW CABLE TV RECEPTACLE 25, t g8" FIRST FLOOR PLAIN I N Dg NEW DOORBELL C E � GARAGE GARAGE 'y DOOR DOOR I 9 CONSTRUCTION LEGEND : z� NEW EXTERIOR PARTITION- 2"X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD. 12'_3" GARAGE Iz EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), QUALITY EDGE SIDING 20'6" X23"0" �0 BY"TRU-SHAKE" - COLOR WICKER APP. E1Q. PROV.1/2" GYP. BD.(SCREWED/TAPED) D F_ CLR. PINE 5"COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY). m Z 3 112"WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS O W ALL WINDOWS TO HAVE STOOL. F NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. C (SCREWED/TAPED) APPLIED BOTH SIDES., NOTE: PROVIDE MOISTURE W d RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. d PROV. CEMENT WALL BD. FOR ALL TILE AREAS. p INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND C � TWO COATS FINISH (COLORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT �t4�'6"„t��°I�FFFa�`� f�jt O U.O.N. ALL TRIM SEMI-GLOSS. 2' —9'—O" \91-O" 2' Jo HARDWOOD FLOORING-SELECT #1 RED (OAK 2 1/4"W., 15LB. FELT.,UNDERLAYMENT SCALE: (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) 24, 0,, ?` SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. Y d � o '- DWG. NAM .. X1dyaJ�9 c._ ; CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED ', r+•s'aA„ �+ ^" OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE '�� -"°`R4 FIRST FLOOR WATERPROOF ADDITIVE MIXED IN. PLAN DWG. NO.: Jj THESE DRAWINGS AS II'•STRUh1E"VTS OF SER`rICE. l I A nE THE;'SOLE PROPERTY OF THE ARCHITI-CT. NO REVISIONS, CHANGES,AND/OR MODIFICATIONS A® ■ SHALL C F AL-1-0-W7D WITHOUT Wq. !TTF-N AU7HOf117ATION BY I iF AR CHf T-CT. ANY RPPP,-nUCTION IN PART OR WHOLL IS STRICTLY PnOHT?TTED BY LAW. • + W _ U - U" D 1 a L 0 i ,,n W co 2_ TRUSS BRACING MTS12 D4 i- "". I '' ' A 1 — 1 �:. c En TRUSS/RAFTER u TO TOP PLATE I I (RPS4) 0 'c'04 LL U I U. J _ _ ?U.U "?J 1 3/4" X 1 1 1/4"2 OE I - - - in s G-P LAM LVL- 700 PLF LOAD Ia I (c T I 7'10 1/4 SPANrl N 1 314" X 11 1/4" 2.OE � cl ..- G-P LAM LVL- 700 PLF LOAD I U --"" 7-5" SPAN W STUD TO STUD (CS 16) -�-=-T C. 10d NAILS OR I i // aSTUD a 16d SINKERT I CS16) O BAND JOIST ---� U a1 M 3" O.C. VERTICAL , D d 4" O.C. HORIZONTAL I HEADER ANCHORAGE I (LSTA18) PROV. 1-3/4" X 11-7/8" RIMJOIST STRONG-WALL I �SHEARWALL j EXIST. FJ TO REMAIN. AROUND ENTIRE PEHIMETLFi. -i -� (TYPICAL AT I u I I EACH CORNER) V PROV. 1-3/4" X 11-7/8" RIMJOIST t AROUND ENTIRE PERIMETER. PROV. 11 7/8" BOX BEAM F PRE-ATTACHED SILL PLATE TO I PA 1 2)DSD WITH 1/4 X 3 FOUNDATION FASTENERS USING USP BEARING PLATE FASTENERS (HBPS/LBPS) I < 1' SILL PLATE TO LL _:I,. ..: .. FOUNDATION D 4 1UL j—!l"l : SILL PLATE TO PROV. METAL FLASHING V FOUNDATION i USING USP BEARING AT ALL WINDOW SILLS. PLATE FASTENERS (TYP. ALL LOCATIONS) 2-1 3/4"X 11 7/8" 2.0 E G-P LAM !' { LVL BEAM (FLUSH) REMAIN. (HBPS/LBPS) IST. FJ R .3.. 2 1 3/4" X 11 114" 2.0E G-P M LVL- 1400 PLF LOAD ; �Y I T-1" SPAN LA L.L. METAL FASTENER SCIHEDULE 1 r� O � I � U. to W A. 6 � � `a � _ � EXIST. FJ TO REMAIN. z - ----— ROOF SHEATING TO � f TRUSS TOP PLATE, ( ', I r WALL STUDS DOUBLE I I ---- TOP PLATE pp ! fAHOVFJ METAL HURRICANE _ — CONNECTOR � i �-----------__-------------------- — LL I - f WALL I SHEATING T `�,,• W CONNECTION OF TOP D2 I O 0 WALL PLATE TO WALL STUD. A 1 — 1 I _ e ` U I 2" X 8" BLOCKING I ,SI�6 I I i (2) 2" X 4"TOP PLATE ' f FIRST FLOOR DECK FRAMING PLAN C v ! BAND JOIST I FLOOR FRAMING ; PROV. 1-3/4"X 11-7/8" RIMJOIST I AROUND ENTIRE PERIME-TER. I i TWO- MEMBER FLOOR 2" X 10" RAFTER SUPPORT BEAM PILE CONNECTION OF FLOOR FRAMING RAFTER BRACING MTS12 STRAP TO SUPPORT BEAM. SIMPSON LTS12 WITH (7) 10d X 1 1/2 FASTENER STRAP WITH (12) 1Od X 1 1/2" FASTENER TO STUD AND RAFTER. INTO FLOOR JOIST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING D4 I I TO SUPPORT BEAM. Al — BIRDSMOUTH CUT D (EXAMPLE) f I LOW END OF JOIST ONLY (EXAMPLE) --- ------ ul - ------ ---- o 2"X6" r WALL to KANT-SAG LST122 OR SIMPSON HL35 I STUD fCn SIMPSON LSIA21 STRAP HEAVY-DUTYT— RIDGE WITH (16) 10d X 1 1/2 FASTF_NIER ANGLE BRACKET BEAM (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE (3) 2"X 10" CONNECTION OF WINDOW OF 7/12 OR GREATER). DBL. MICROLLAM L WINDOW HEADER EXTERIOR WALL HEADER HEADER SIMPSON STA18 STRAP WITH (12) 10d FASTENER. 2" X10" R.R. " � uj Z T 2"X6' U. J JACK m Z STUDS ----- - ---- -- ___- _------ ----- w CONNECTION OF RIGDE �D5 CORNER CONNECTION 6 I CONNECTION OF WALL SHEATHING BEAM TO ROOF RAFTER A 1 — 1 (EXAMPLE) A 1 — 1 TO STUDS AROUND WINDOW HEADER ,q�— j /�— WALL STUD Q (EXAMPLE) (EXAMPLE) u o —.. — ---- ----- --.-- -- ---- --_- - --------- -- -- WALL STUD Q - I 2"X6" w O WALL 1 D STUD SCALE: CLIP ANGLE (BOTH SIDES OF WALL SHEATHIN --- �_ BOTTOM PLATE � w�,, r 1 SCREW THROUGHI CONNECTION) MIN. LENGTH = JOIST 'i pi �d ,� j, 4F BRACE AT EACH WEB DEPTH MINUS 1/2" (3) 2"X 1O" ONNECTION OF WALL _- BAND JOIST 3 �N� J '4 `Q' { FLANGE I r a _ 0.FL X 33 MIL 8 SCREWS (4 PER LEG I WINDOW I IlI 1-IEATHING TO WINDOW 1 I HEADER � I HEADER p sx DWG. NAME: TWO- MEMBER FLOOR SUPPORT BEAM oI " j CONNECTION OF WALL PILE CONNECTION OF WALL TO FLOOR FRAMING 'f „t: . ,r " III �-. FIRST FLOOR J SIMPSON LSTA18 STRAP WITH `-,� .a �I I SHEATHING TO 2"X 6" STUDS (12) 10d FASTENER. PLAN ry��t@p9=n��.®p•'®!� ' FRAMING FASTENER. ISUPPORTt�pPN fiPRfi411"�t r,,..,, i JACK SIMPSON LOTP4�TRAP DO1SdTXTO STUDS DWG. NO.: D Q i X- BRACING U - THESE DRAWINGS AS INSTRUMENTS OF SERVICE:, (EXAMPLE) Al — 1 JOIST TO HEADER JOIST Dg CONNECTION OF WALL SHEATHING 1 ARE THE SOLE PROPERTY OETHEARCHITECT. A . 1 CONNECTION OF WALL (EXAMPLE) A 1 - 1 TU WINDOW HEADER A 1 - 1 SHALL LLC REVISIONS,CHANGES, UT W` I MODIFICATIONS AUHOFT1 SHALL BE AtLON,'ED WITHOUT WRITTEN AUTHOR'17ATiON TO FLOOR FRAMING. BYTHE ARCHfTECT. ANY PEF`RO'JUCTION IN PART (EXAMPLE) I (EXAMPLE) A OR WHOLE IS STRtCTLY FRO'ril(_'1TED C3Y LAW. GENERAL NOTES : DOOR SCHEDULE : FIRST& SECOND FLOOR DOORS 1. ALL WORK SHALL COMPLY WITH FEDERAL, S7ATE, AND LOCAL BUILDING CODES DOOR '"""" ;?.1AND ORDINANCES. DOOR ID WIDTH HEIGHT MATERIAL OPERATION LOCATION p 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE 0 2'-6" 6-8" 1/2 GLASS LEFT SWING FOYER OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 0 6-0" 6-8" GLASS SLIDING M. BEDROOM N 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 3 5'-4" 6-6" GLASS SLIDING DINING ROOM CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS SHOWN. 40 6'-0" 6-8" GLASS SLIDING DINING ROOM u y 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL_ SHOWN ON THE 5 5'-4" U-8" GLASS SLIDING DINING ROOM DRAWINGS UNLESS OTHERWISE NOTED. L7 a O 6'-0" U-8" GLASS SLIDING CONSERVATORY 0 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND E Z PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, �7 2'-6" 6'-8" 1/2 GLASS RIGHT SWING GARAGE D C\COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE _� _ - p, D CODES. 8� 9'-0" T-0" STEEL ELECTRIC GARAGE � �~ I 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO T-b" STEEL ELECTRIC GARAGE BEDROOM 3 W THE WORK OF THIS CONTRACT. CONTRACTOR'S SHALL INITIATE ALL REQUIRED °\ ` 13'O" X 15'0" INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT, 10 2'-6" U-8" STEEL RIGHT SWING GARAGE o, Tg. M N C 6 6' _ 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 2'- " -8" STEEL LEFT SWING GARAGE - �- \ � ^, RESPONSIBLE FOR REMOVAL OF ALL RUBBISH IFOR ALL TRADES FROM THE JOB SITE. / �\ o Of, 12 2-6" 6-8 STEEL RIGHT SWING GARAGE I 1 V r� 8. ANY EXTRAS FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE /� ,T DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 13 PAIR 2'-0" 6'-8" WOOD LEFT SWING FOYER STARTING ADDITIONAL WORK. 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING 2'-6" 6-8" WOOD LEFT SWING LIBRARY PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. 15 5'-0" 6'-8" WOOD DBL. POCKET KITCHEN �4'-2" REFER TO CONSTRUCT DRAWINGS FOR SIZES. F 16 6'-0" &-8" GLASS SLIDING KITCHEN ((( 10, ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. ? 1 1. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 17 2'-6" 6-8" WOOD RIGHT SWING DINING ROOM I � M SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. 18 V-10" 6'-8" WOOD RIGHT SWING BASEMENT BE i I R OO 2 BATHROOM 2 ALL SHOP DRAWINGS NEED THE APPROVAL OF'THE ARCHITECT BEFORE " f --._' " X 13'1 O" TO" X 9'0" PROCEEDING. 2'-4 6'-8" WOOD LEFT SWING M. BATHROOM ------- ISj I 02'-4" 6-8" WOOD LEFT SWING M. CLOSET I I I HARD WIRED 2'-6" 6'-8" WOOD LEFT SWING M. BEDROOM , OSD 30 PLUMBING LEGEND : 2'-4" 6'-8" WOOD RIGHT SWING UTILITY ROOM -- _ _ r. .-n- 1 � ► � , �, 2-6' 6-8" WOOD LEFT SWING OFFICE MEDIA ROOM I II tP PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED 4 2'-4" 6'-8" WOOD RIGHT SWING BEDROOM 1 ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N.Y.S. " �' O" 9'0" X 9'8" BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL 2-4 6'-$" WOOD RIGHT SWING BEDROOM 2 ,� a B ' Ii I L3 11 i , NECESSARY DRAIN VALVES. i I I -411 PROVIDE FROST FREE HOSE BIBS. 2'-6" 6'-8" WOOD LEFT SWING BEDROOM 2 1 p r �- �`�'� �} Jfj �f O C"S SHOWER HEAD �J 2'-4" 6'-8" WOOD RIGHT SWING BATHROOM 1 EF3 8 2'-6" 6'-8" WOOD LEFT SWING SITTING AREA �p GFI e „ JB W 4'-0" 6'-8" WOOD SLIDING SITTING AREA K INS t ' t n T I O N NOTES : 30 2-6 6-8' WOOD LEFT SWING BEDROOM 3 .� � 28 3 � -9 2'-6" 6'-8" WOOD POCKET OFFICE - EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD.. R-15 HIGH DENSITY INSULATION JS BY'CERTANTIEED' OR APPROVAL EQUAL. HARD WIRED _- - NEW EXTERIOR WALLS: 2"X6"WOOD STUD, R-211 FOIL FA. HIGH DENSITY INSULATION OFFICE J 26 `+'�D BY'CERTAINTEED' OR APPROVED EQUAL. - NEW ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. WINDOW LEGEND : 14 8 X 22 9 o � {- _. 14' BATHROOM 1 fi .25 HARD WIRED` 7'lb" X t3'b" - A �.. ALL WINDOWS TO BE ANDERSEN TILT-WASH. Qa ELECTRICAL LEGEND : 23'-3" wiNDow SPECS J sD l J NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE 1/b�1TH THE RULES AND 24 REGULATIONS OF THE N.Y.B.F,U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO PANEL ANDERSEN ROUGH ROUGH HARD WIRED PLAN REFERENCE OPENING OPENING QTY. GFI BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. REF. NUMBER WIDTH HEIGHT NOTE: THE OWNER SHALL PROVIDE ALL LIGHTIING FIXTURES UNLESS OTHERWISE "A" AC TW2432 2'-6 1/8" 3'-4 7/8" 5 NOTED. ALL OTHER ELECTRICAL EQUIPMENT A\ND MAIL. TO BE SUPPLIED BY THE N __ ___�____ _---�, r W ELECTRICAL CONTRACTOR. "B" DHT28111-2 5'-7 15/16" 2'-1 7/8" 2 - _ �— �/ ui NOTE: ALL SWITCHES AND RECEPTACLES TO BiE 'LUTRON', "DECORA" IN COLOR "C" TW3046-2* 6'-3 15/16" 4'-8 7/8" 2 EGRESS �B S — -- O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. "D" 03 TW2042 2'-2 1/8" 4'-4 7/8" 2 — O DUPLEX ELECTRICAL RECEPTACLE "E" O OHP31042 3'-11 7/8" 4'-4 7/8" 1 3 _ �GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT "F TW3046* 3'-2 1/8" 4'-8 7/8" 4 EGRESS 23! (NC DUPLEX SEPARATE CIRCUIT RECEPTACLE "G" L/ TW28310-2 5'-7 15/16" 4'-0 7/8" 1 WALL SWITCH -- "H" HU TW210310 3'-O 1/8" 4'-0 7/8" 2 TW2442-2 4'-11 15/16" 4'-4 7/8" 1 $3 3-WAY WALL SWITCH "K" KO TW2032-2 4'-3 15/16" 3-4 7/8" 3 a D - —'---- ---- _ _ _ - — __ I j f 1 JB CEILING MOUNTED JUNCTION BOX "L" L� TW21052* 3'-0 1/8" S-4 7/8" 3 EGRESS J� I i i j i BEDRCJOM 1 � { WALL MOUNTED N r c{JB OUN D JUNCTION BOX TW24�fl 2-2 4'-11 15/16" 5'-4 7I8" 4 1210"X 1 8'6' RECESSED DOWNLIGHT (10OW) "LIGHTOILLER" OR APPROVED EQUAL DHT2415-2 4'-11 15/16" V-O 1/2" 4 TRANSOM 41�E EXTERIOR MOUNTED DOWNLIGHT (100WO "N" TW2442 2'-6 1/8" 4'-4 7/8" 1 ?td�� TW WALL MOUNTED DUAL SPOT LIGHT 45-41052-20 8'-6 1/2" 5'-6 3/4" 1 BAY Fi'.3 --- -'-- / � � oe FF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST "R" O TW2446-2 4'-11 15/16" 4'-8 7/8" 3 Ja _ FAN/LIGHT WITH DUAL SWITCH AT WALL. GROAN" HEAVY DUTY UNIT TOTAL 39 DN. OR APP. EQUAL. -- _-_ '97F EXT. MOUNTED LIGHT WITH FAN CSD SMOKE/CARBON MONOXIDE DETECTORt: - — SECOND FLOOR r-) L. TO BE HARD WIRED TO CENTRAL CONTROL BOX - - ,,- - ° DT NEW TELEPHONE RECEPTACLE —24,-6" P � 0 J Dc NEW CABLE TV RECEPTACLE D DTI NEW DOORBELL � �� D STORAGE 23'0" X 24'0" CONSTRUCTION LEGEND : NEW EXTERIOR PARTITION- 2" X 6" WOOD) STUD WALL W/ 1/2" CDX PLYWD. clZ EXTERIOR SHEATHING (TYVEK WRAPPED) &TAPED), QUALITY EDGE SIDING Z a BY'T DORU-SHAKE" - COLOR WICKER APP. E(Q. PROV. GYP. BD. /TAPED) � LL CLR. PINE 5" COLONIAL BASE TRIM, & R-2'1 FOIL FACE INSUL. (HIGH DENSITY). 3 1/2"WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS & DOORS Z ALL WINDOWS TO HAVE STOOL. 0 ui F NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. L 'l (SCREWED/TAPED) APPLIED BOTH SIDES.. NOTE: PROVIDE MOISTURE tr UJ RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. cl D d PROV. CEMENT WALL BD. FOR ALL TILE AIREAS. G _ INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND -� 1�_6 �_ �_6, ++a°^�aL1i1f��Lr O o U OON.COATS TRIMISH SEMIC-GOLOSS LORS T.B.D. BY OWNER) SATIN FIN. THROUGHOUT %7✓ D ot HARDWOOD FLOORING-SELECT #1 RED (OAK 2 1/4'W., 15LB. FELT.,UNDF_RLAYMENT �°^�' n :� SCALE: (3 FINISH COATS OF CLEAR SATIN POLYUIRETHANE.) IT F gth: SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. :€ ; SUB FOR TILE AREAS TO BE SCREWED ArAD GLUED. DWG. NAME: a OE ��: .. co CERAMIC TILE -"AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED i 'De0•••e ••�Q ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE f��/0` �� O��l 0'•0�� SECOND WATERPROOF ADDITIVE MIXED IN. � FLOOR PLAN DWG. NO.: THESE DRAWINGS AS INSTRUMT'NTS OF SERVICE, ARE THE.SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,ANT)/OR MODIFICATIONS A . 2 SHALL EL ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PARK OR WHOLE IS STRICTLY PROHIBITED BY LAW.' t . U ZD77 �14 W V PROV. 1-3/4"X 11-7/8" RIMJOIST A l — 1 AROUND ENTIRE PERIMETER, 6 0 Al - 1 � N 0 . rn C u 1 v 3oc QA.�6 o -i o' PROV. 1-3/4"X 11-7/8" RIMJOIST Q N LL dli AROUND ENTIRE PERIMETER, r- � 2 � L7 rn ( r �D9 N Y2— < PROV. 1-3/4" X 11-7/8" RIMJOIST AROUND ENTIRE PERIMETER. rU ifl 0 0 r = 0E3L. 1 3/4"X 11 7/8"2.OE EII d G-P LAM LVL(FLUSH) U o . X i t 6 EXIST. F J TO REMAIN. u-u-d LL u-b EXIST. CJ TO REMAIN. EL lb EXIST. C J TO RE N. � 0'✓ 0 a' W 0 uJ W _ILILI D z PROV. 1-3/4" X 11-7/8" RIMJOIST U U ...... AROUND-ENTIRE PERIMETEIR. O G G U U 1 0 0 1 Al — 1 X X �0 LO CO - �� DBL. 1 314")C 11 7/8'2.GF a. at a ? EXIST. CJ TO REMAIN. ;t G-P LAM LVIL (FLUSH) Ll EXIST. FJ TO REMAIN. EXIST. CJ TO REMAIN. O � f ( o I U II t I �Ln x -- SECOND FLOOR CEILING FRAMING PLAN IL o 1 _ 1prD Qz Al — 1 ° W r 0. DBL.GPI 65 F.J. 6" O.C. X = UNDER ALL ARTITIONS "m { D9 T i FIRST FLOOR CEILING & SECOND FLOOR DECK FRAMING PLAN 3/4"X 1 1 7/£i"2 OE 0 �U 3 1 3/4" X 11 1/4" 2.0E 0 U G-P LAM LVL_(FLUSH) 0 w u-p u p G-P LAM LVL- 1,260 PLF LOAD D 1 V-10 114"SPAN ^^r r r V U , U 0 r 0 N x tV (�w Z� i p0 1 DL A. 6 0 LIJ a� WQ t W PROV. 1-3/4" X 11-7/8" RIMJOIST O � PROV. 1-3/4"X 11-7/8" RIMJOIST O AROUND ENTIRE E=RIMETER• AROUND ENTIRE PERIMETER.~ , D r co ^D7 ��'� a, �s .` SCALE: toil Al 1 t47 - 2 .4, DWG. NAME: � �36A1e'a 1r' '�°,T�' `�p��$1 ,•��j��° FIRST & SECOND —FLOOR FRAMING PLANS DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SFRVI1CF, ARE THE SOLE PROPERTY OF THE ARCHITECT., NO REVISIONS.CHANGES,AND/OR MODIrICATIONS A . 2 , _SHALL BE ALLOWED WITHOUT WRITTENAUTHORIZATION 6 Y THE ARCH:TECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED DY LAW. 2-1 3/4" X 11 7/8"2.0 E G-P LAM LVL RIDGE BEAM 4" "FL�'jING v RAKE" RAF N EHS U ON ALL GAIBLE ROOF ENDS. (TYP.) . _ _ - -- - .- N VS � l V o �D,3 RIDGE BEAM v c°v - - �P. DORMER _ - Cl ILI ! �2_" X12" R.R. � 16" O.C• (TYP. ALL) ry- i I - 2" X 12" R.R• f� 16" O.C. (TYP. ALL DORMER AREAS) I ii 2" X 4" "FLYING RAKE" RAFTERS 'U C I I !� J ON ALL LIABLE ROOF ENDS. (TYP.) O I G '-- !� cl ( I - alQ it ll i I IL j X I I X 1JJ \\// x 2-1 3/41"X 1 1 7/8" U 1 i ---- --- _ !1- -- �- i 1 ( _ 2.OE G+-P LAM D 5 i { ! ! i LVL RICDGE BF ' � W Al Ij li ( 2„ X 4" ,"F-YINO j I RAKE" RAFTER j 1,jj I I ON ALLL GABLE I I ROOF !ENDS. (TYP.) I r J 0 Iii j '0 I ail • i J , Q I ) i < + '� x 1 fr IE NEW ASPHALT ROOF SHINGLES L- D "GAF"TIMBERLINE 30 YR. t 4 OR APPROVED EQUAL. i A1 _ 1 D� PROV. 1/2" CDX PLYWOOD SHEATHING. W Al - 1 - 15# FELT BENEATH ASPHALT ROOF SHINGLES. (TYP. ALL AREAS) S O 2" X 12" R.R. 1- 16" O.C. PROV, R-38 FInERGLIAS INSULATION DBL. 2" X 10" RIDGE BEAM 2" X 10" R.R. a 16" O.C. IN ALL ATTIC AREAS. U .. (TYP. ALL DORMER AREAS) 2" X 12" RIDGE BEAM ((TYP. DORMI=H AREAS) ,,2" X 12" R.R. n 116" O.C. (TYP. ALL) I - - - - - PROV. 6" GUTTERS. -- _ O.C. _ O" C.J.C6" O `2"X 12" R.R. 5 16 O.C. • I i (TYP. ALL) ' i�; j I. 1/2" GYP, B.D. ON ALL 2" X 12" t OS SURFACES I RIDGE BEAM 2" X 12" RiDGF_ BEAM PROVIDE 8" P _DISU CES' i EX � XISTING (TYP. DORMER PINE FASCIA AREAS) (TYP. DORMER AREAS) BD. COVERED _ --- ----- �'_-- --- __ AREA - - - i WHITE ALUM. COIL STOCK. 2" X 10" F.J. « 16" O.C. PROV. R-21 FIDEnGLAS INSULATION PROV CONT. SCREENED IN ALL ATTICFZCAS A - ROOF FRAMING PLANS O VCEDARCLx6" V � 5/4' x 6" CLR. CDR. FRIEZE BD. - - = 2"X 12" R.R° a 16" O.C. 2" X 12'' R.R. TYP. ALL DORMER AREAS} 2_"X 6"WOOD 1/2" GYP. BD. ON ALL _ O a. ,6" O.C. - STUDS EXISTING (TYP, ALL L 1 � CDX PLY. � EXPOSED SURFACES. � DORMER AREAS) SHEATHING. (IYP,) - 00 00 AREA R-21 FOIL FA INSULATION 4 (TYPICAL ALL AREAS) 1 OF.J. c` 16" O.C. X F. � � -- Z DE3l_. 2" X fi" CCA SILL PLATE 4"DIA. STnUC STEEL M 2-1 3!4" X 1 1 7/8" 2.0 E G P LAM PROV. R-21 FIBERGLAS INSULATION COL. BURIED 1 FTG. 0 0 IN ALL ATTIC AREAS. LVL RIDGE BEAM $" P. CONC. FOUNDATION (TYPICAL ALL \ iEAS) D L. WALL W/ 1'6" X 10" D. 10" ANCHOR BOLT m Z FOOTING (TYP. ALL) lo w 2" X 4" "FLYING RAKE"' RAFTERS PROVIDE RE-B REIN. ON ALL GABLE ROOF ENDS. (TYP.) PROV. W.W.M. IN WALL \ �-�- H � ^D5 -------BETWEEN ' & EXISTING W ' �B D c Q Al — 1 ,'-s" x1a° DEEP P. EXISTING J �a CONC. FTGS.(TYP) Z4" P. CONC. SLAB ON - 0 CLEAN COMP. FIN. ( BASEMENT ww o t°I 43a' SCALE: 1/4"=110" 4" P. CONC. SLAB OVER 2'-0" X 2'-0" X 10" D. 2'-0"X 2'-0" X 10" D. DWG. NAME: NEW FOOTING. P. CONIC. FTGS.(TYP) P. CONC. FTGS.(TYP) ' 'y ROOF a" P. GONC, SLAB OVER J � °,�� FRAMING PLAN B � � �� s , � � �(''�� NEW FOOTING. s%y�,, �)�- ��ts�., & BUILIDING ; fNNI C O N 'F�Af�-- SECTION DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE. ARE THE:SOLE PROPERTY OF THE ARCHITECT. . NO R'�J!SIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN A.UI HO(7t�7lON 2-2 13Y TMI-ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. r , PANEL LEGEND NOTE:ALTERNATIVE FOR OPENING PROTECTION REFER TO A.1 &A.2 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. f (REFER TO TABLE 1609.1 .4) � 1 1/2" #8 WOOD SCREWS PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" REF. TYPE AND # OF SCREWS WIDTIH HEIGHT 16 12 12 �0 ! SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS U #8 SCREWS @ 16" O.C. 6'-O" < PANEL_ 6-0" < PANEL 2'-0" < PANEL A HORIZONTAL- 6 VERTICAL- 6 3-2'' X 4-1' SPAN < 8'-O" SPAN < 8'-0" SPAN < 6'-O" SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. WS SCREWS (�P 12' O.C. B HORIZONTAL - 12 VERTICAL- 6 6'-4"" X 2'-10" (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) ( _ �� - -�II " ,. #8 SCREWS Cam? 12" O.C. " 5, „ 1 1f I o TABLE 1609. 1 .4 C HORIZONTAL - 14 VERTICAL- 10 7-O X `�-5 e8 SCREWS Co? 16" O.C. HORIZONTAL- 4 VERTICAL- 8 "A" f�8 SCREWS C� 16" O.C. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS E HORIZONTAL- 8 VERTICAL- 8 4'-S" X 5'-1" II III II>� "G" I I � .. ___! J 08 SCREWS C� 16" O.C. PANEL SPAN 2'-0° < PANEL 4'-O° < PANEL 6'-O" < PANEL i W w t —i r HORIZONTAL- 6 VERTICAL- 8 FASTENER TYPE 2'-0" SPAN < 4'-0" SPAN < 6'-O" SPAN c 8'-O" " , T' M N #18 SCREWS (c"7 12" O.C. ►►►`""`'"""""'"'""""""01°III G'\ 6'-41"X 4'-9" HORIZONTAL- 12 VERTICAL- 10 ►� 1 1/2" #6 WOOD SCREWS 16 16 12 9 #8 SCREWS j 16" O.C. H HORIZONTAL- 12 VERTICAL- 8 g p M f/8 SCREWS @ 16" O.C. 1 1/2" #8 WOOD SCREWS 16 16 16 12 HORIZONTAL- 8 VERTICAL- 8 5'`83" X 5'-1" .EXISTING CHIMNEY #8 SCREWS Co) 16" O.C. TO BE EXTENDED K HORIZONTAL - 8 VERTICAL - 6 5'-0) X 4-1' *8 SCREWS 0 12" O.C. L HORIZONTAL- 8 VERTICAL- 12 #8 SCREWS @ 12" O.C. M„ HORIZONTAL - 12 VERTICAL- 14 5'- "X T-?_" M „ #8 SCREWS @ 16" O.C. N HORIZONTAL - 6 VERTICAL- 8 j -- #8 SCREWS �a 12" O.C. !� -- ---- - - HORIZONTAL - 20 VERTICAL- 12 - i �ff8 SCREWS � 16" O.C. - ----- 10 - R HORIZONTAL - 8 VERTICAL- 8 5`83 X 5 5' T u { _ -��e_ _ — X _ ,--- PROV. 5/4" X 6" CLR. CEDAR - V - #8 SCREWS @ 12" O.C. TRIM. (TYP. ALL AREAS) '� r - — „S" HORIZONTAL- 4 VERTICAL- 14 3'-2>" X 7'-O" — �/,, -- -^' 4!8 SCREWS @ 12" O.C. 5/4" X 6" HARDI-PLANK PREPRIME �` � HORIZONTAL- 7 VERTICAL- 14 6'-83"X T-O" - � �y i -- _-- � �i, l - _---- _ � CORNER BOARD. (ROUTED TO , = #8 SCREWS @ 12" O.C. " ACCEPT VINYL SIDING BEHIND.) - - 'lull HORIZONTAL - 6 VERTICAL- 14 6'-O) X T-O (TYP. ALL AREAS) _ _ k �; A_ 211-211 a k --- - -- - _ -- — PROV. 5/4"X 6"CLR. CEDAR * TRIM. (TYP. ALL AREAS) ALTERNATE "1" co I' f J.LIFT �dl CORNER BOADRD ROUTED 1- LANK RO ED f ! ACCEPT VINYL SIDING BEHIND.) L�1 - --1-11100 0 1if !�` � (TYP. ALL AREAS) a i li oaaaao� ❑a0000 1 � T [ 0 0000F]o ED000nO ...... I I I a O rrD WOLVERINE OR APP. EQ. WOLVERINE OR APP. EQ. O V VINYL CEDAR IMPRESSIONS "��+/� O VINYL CEDAR IMPRESSIONS SIDING (TYP ALL AREAS) /""'� _ SIDING (TYP ALL AREAS) (�,/J r , WEST ELEVATION D EXISTING CHIMNEY TO BE EXTENDFD 6 PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL AREAS) L PROV. 5/4" X 4" CLR. CEDAR 12 WINDOW TRIM. (TYP. ALL AREAS) 41+_ - - -- -- ------------ -_` -- - - 12— -- - —_ -- 12 _TF - ---- I. _— -Tj U7 - - _ `1 > T7 OVP. ALL AREAS) DAR a i r— 3 Le— TRIM. _ -- T1 1 T1_ I I T_. 1 . _ l.� =C 1 I z Cc YT ALTERNATE "1" .I r� 1�T Yl _ I � � S - , 514" X 6" HARDI-PLANK PREPRIMED - � } - CORNER BOARD. (ROUTED TO , - e , !! '-', J _Ii _ ;� -', JLL O ACCEPT VINYL SIDING BEHIND.) i - h �H JT� �II� mz (TYP. ALL AREAS) - I _ ` T t _ - - - I W4 I Ij, J_ �jj I I I yay&� 'TI I I I Ull , - — s �g d Ul��:"¢'ire tPv U) f0 �SS�'��'D� L :� "',, h ' � SCALE: cam, 'ja ✓ '; foil .��• , ; �Cyr� , PROV. 5/4" X 4" CLR. CEDARS '{ = DWG. NAME: WINDOW TRIM. (TYP. ALL AREAS) WOLVERINE OR APP, EQ. - �g�nr t WEST & SOUTH VINYL CEDAR IMPRESSIONS �• � ' , e �3-�ti WOLVERINE OR APP. EQ. VINYL CEDAR IMPRESSIONS " ' R;� • SIDING (TYP ALL AREAS) . `•� ®®®e•" ��' ELEVATIONS SIDING (TYP ALL AREAS) "�� SOUTHFLEVATION DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE:, ARE THE SOLE PROPERTY OF THE ARCHITECT. A . 4 NO REVISIONS, CHANGES,AND/OR MODIFICATIONSSHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBSTED BY LAW. W NOTE: U PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION R`FER TO A.1 &A.2 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. (REFER TO TABLE 1609.1 .4) 1 112" #E8 WOOD SCREWS PANEL SIZE WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF U-0" REF. TYPE AND * OF SCREWS WIDTH HEIGHT 16 12 12 ,} #8 SCREWS @ 16" O.C. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS 6-0" < PANEL 6-0" < PANEL 2'-0" < PANEL C) "A" 3'-2" X 4'-1" SPAN 8'-0" SPAN < II'-0" SPAN < 6'-O" HORIZONTAL- 6 VERTICAL - 6 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. < C #8 SCREWS n 12' O.C. (-�— 6'-4" X 2'-10" (REFER TO SECTION 1609.1.4 ABD 1609.6.5 AND TABLE 1609.1.4) j-' �� I r�— ��krl HORIZONTAL- 12 VERTICAL- 6 f I I O o #8 SCREWS @ 12" O.C. r,C HORIZONTAL- 14 VERTICAL- 1 O �"-O" X 5'-5" TABLE 1609. 1 .4 r _,� I I I I 11 �-- z #!8 SCREWS <, 16 O.C. HORIZONTAL- 4 VERTICAL- $ -. r ►.a u M cl "E #8 SCREWS O 16" O.C. 41r-8" X 5'-1" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS �I III II - " .I HORIZONTAL- 8 VERTICAL - 8 C, #`8 SCREWS ca_ 16" O.C. PANEL SPAN � 2'-O" < PANEL 4'-0" < PANEL 6'-O" < PANEL "F 3"-i0" X 5'-5" FASTENER TYPE HORIZONTAL- 6 VERTICAL - 8 2'-0" SPAN < 4'-0" SPAN < 6'-O" SPAN <_ 8'-O" �_ #8 SCREWS n 12" O.C. p o; "G, HORIZONTAL- 12 VERTICAL- 10 5'-4" X 4'-9" 1 1/2" #6 WOOD SCREWS 16 16 12 9 u p Q #8 SCREWS q, 16" O.C. U N H HORIZONTAL- 12 VERTICAL- 8 B'8 X 4-9' O M v ¢ a � #6 SCREWS Ca? 16" O.C. 1 112" #8 WOOD SCREWS 16 16 16 12 HORIZONTAL- 8 VERTICAL- 8 5-8 X 5-1" PS SCREWS Co? 16" O.C. "K HORIZONTAL- 8 VERTICAL - 6 S'-0" X 4'-1" EXISTING CHIMNEY TO BE EXTENDED #8 SCREWS n 12" O.C. ,L" HORIZONTAL - 8 VERTICAL - 12 S'-8" X 6'-1" #8 SCREWS FT 12" O.C. M° HORIZONTAL- 12 VERTICAL- 14 5'-8" X T-2" #8 SCREWS C? 16" O.C. "N„ HORIZONTAL- 6 VERTICAL- 8 3'-2" X 5'-1" #t8 SCREWS @ 12" O.C. T _ Qr HORIZONTAL- 20 VERTICAL - 12 9'-3"X 6'-3" -12 - #8 SCREWS n 16" O.C. - — "R HORIZONTAL- 8 VERTICAL - 8 5'-8"X 5'-5" T-- -_- #8 SCREWS a 12" O.C. -- - _ ------ - _ L S uJ HORIZONTAL- 4 VERTICAL - 14 3-2" X 7-O - `/� -_ _ - U08 SCREWS cz 12"O.C. --- - - - - -- - ------ HORIZONTAL- 7 VERTICAL- 14 i � `8 SCREWS �? 12" O.C. 1 HORIZONTAL- 6 VERTICAL- 14 — �% —`-`�` _- i ' LJJ�- _� 1 - -1 - - I \ P_ U)23 10 _ — _ _ -- --1^-- a _ T1, � I --- I ''- T ° T T 1 PROV. 514" X 6" CLR. CEDAR ALL AREAS) ui ALTERNATE_"_1" - PROV. 5/4"X 6" CLR. CEDAR ,, ' I ! 1 ; { 5/4"X 6" HARDI PLANK PREPRIMED * TRIM. (TYP. ALL AREAS) � ;; lI , I i CORNER BOARD. (ROUTED TO l___� _ ACCEPT VINYL SIDING BEHIND.) 5/4" X 6" HARDI-PLANK PREPRIMED f` ' ' _- _ I ¢ I p j d (TYP. ALL AREAS) I CORNER BOARD. (ROUTED TO {t � ( � _ - ACCEPT VINYL SIDING BEHIND.) - (TYP. ALL AREAS) LL PROV. 5/4' X 4 CLR. CEDAR - WINDOW TRIM. (TYP, ALL AREAS) _ 0 0 0 U WOLVERINE OR APP. EQ. EAST ELEVATION U VINYL CEDAR IMPRESSIONS SIDING (TYP ALL AREAS) PROV. 40 YEAR "GAF" ASPHALT ROOF SHINGLE. (TYP. ALL AREAS) PROV. 40 YEAR "GAF"ASPHALT EXISTING CHIMNEY ROOF SHINGLE. (TYP. ALL AREAS) TO BE EXTENDED 1-T= - — -- =12 d ----12 _ - - --12- -- �- FT— f_ 4 ------- _ -----'-- LIJ l {� ° 1� 1 — I —` — co .L _ a — i - ' 1 1 � { PROV. 5/4" X 6" CLR. CEDAR '�u !i� .'} a - i�� 1 � `� � ��•.; 4 T �- __._.__i�(f1_ � 1 ALTERNATE "1' (�W 5/4 X 6 HARDI-PLANK PREPRIMED H CORNER BOARD. (ROUTED TO w yIq � G ACCEPT VINYL SIDING BEHIND.) D d _- ' (TYP. ALL AREAS) W a - - - k -� q w O v �ILHJIk_ SCALE: 1/4rr 1'Orr c < DWG. NAME: a WOLVERINE OR APP. EQ. - S(s'®e` WOLVERINE OR APP. EQ. VINYL CEDAR IMPRESSIONS EE EVATIONS PROV. 5/4"X 4" CLR. CEDAR SIDING (TYP ALL AREAS) VINYL CEDAR IMPRESSIONS I °+ • �� "E�` SIDING (TYP ALL AREAS) WINDOW TRIM. (TYP. ALL AREAS) It DWG. NO.: O R T�� L EVAT I ® N THESE E SOLE NC�S A5 INSTRUMENTS A OF SERVICE, ARE THE SOLE F'F`tOT'ERTY OF THE ARCHITECT, NO REVISIONS,CHANGES,F-.NO/On h"OD!FIGATIONS a. SHALL M-.ALLOWED WITHOUT WRITTEN AIJTF40RIZATION • BY iHEzARCHITLCI, AMYFI!:'ROt�UCirOhJ IPJ PART OR WHOLE IS STRICTLY PROIIIE31TE-D nY LAW, GENERAL NOTES: PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS CLIMATE AND GEORGRAPHIC DESIGN CRITERIA 1 FAMILY DETACHED DWELLING WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA rT7 u ZONE 1 1 B MAXIMUM MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) w HEATING DAYS = 5750 HEATING GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE cn z COINCIDENT WET-BULB TEMP = 73 DEGREEE DAYS U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SUMMER DESIGN DRY- BULB TEMP = 83 SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARD WINTER DESIGN DRY-BULB TEMP = 6 ZONE 11B LOAD SPEED (MPH) CATEGORY WEATHERING TERMITE DECAY TEMP. REQUIRED 5750 0.45 R-38 R-21 R-21 R-10 R-9,2 FT R-19 DEPTH GLAZING U FACTOR = 0.45 LOAD BEARING CEILING R VALUE = R-38 VALUE OF MAP # 36103C166 G C) EXTERIOR WALL R VALUE = R-13 EXPOSURE CATEGORY B SOIL 3,000 PSF u MODERATE TO SLIGHTLY To FLOOR R VALUE R-19 45 PSr 120 MPH B "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 11B oc 11' YES EFFECTIVE DATE: >-, CLIMATE-SPECIFIC REQUIRED & PROPOSED USE-16" MAY 4TH 1998 TOTAL EXTERIOR WALL SQ.FT, = 3,724 SQ.FT TOTAL WINDOW SQ.FT. - 410 SO.FT'. TOTAL DOOR GLASS ARE PROPOSED MINIMUM NOTES:A � 194 SQ.FT. DESCRIPTION FENESTRATION AREA - 604 /3.724 X 100 16 WWR R-VALLJE R-VALUE TOTAL AREA 4,670 SQ.F_T. TOTAL AREA (EXISTING) = 11980 SQ,IFT. WALL TYPE 1 81, P.CONC. 9' H. n - lo n - lo 8" P.CONC, FNDN. WALL ON TOP OF A CONT. FOOTING. ti WALL TYPE 2 8" P.CONC. 4' H. R - 19 R - 19 8" P.CONC. FNDN. WALL ON TOP OF A CONT. FOOTING. C\ MINIMUM EQUIPMENT PERFORMANCE WALL TYPE 3 2"X6" W.D.STUD R - 21 R - 21 2" X 6"WOOD STUD WALL WITH CDX PLY WD. X. WALL TYPE 4 2"X4` W.D.STUD R - 13 R - 13 2" X 4" WOOD STUD WALL WITH 112" GYP. BD. U EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM ASPHALT R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE PERFORMANCE ROOF TYPE SHINGLE OIL-FIRED STEAM AND DOE 10 CFR PART 430 FLOOR TYPE 1 3/4"X 11 7/8" R - 21 R - 21 1 3/4" X 11 7/8' TGI PRO. 350 F.J. (P 16" O.C. HOT WATER BOILERS SUBPART 8, APP-ENDIX N. AFUE 80%b,cl < 300,000 BTU/H. CEILING TYPE 2" X 10" C.J. N/R N/R 2"X 10" CEILING JOIST « 16" 0 C. FLOORS, WALLS, AND CEILINGS FLOORS AND FOUNDATIONS SLAB 4" P.CONC. R 9.2 R 9,2 4" P.CONC.SLAB ON COMP. FILL W/W.W.M. 6 X 6 REINF. OVER OUTSIDE AIR. FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR INSULLATION I UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER - UA HEATING & COOLING DESCRIPTION R-VALUE U - FACTOR X AREA UA DESCRIPTION CRITERIA ZONE 11 B CEILING R-38 0.31 4,133 SQ.FT. 1,281 BASEMENT WALL 81 R 10 0.56 185 LIN. FT. 104 DETACHED ONE FAMILY WALLS. INTERIOR FLOOR R-21 0.31 4,213 SQ.FT. 1,306 BASEMENT WALL ' 4- R= 4.5 N/A 195 LIN. FT. NIA MODE : HEATING OR COOLING 0.14 EXTERIOR WALLS T-R-21 0.31 3,724 SQ.FT. 1,154 UNHEATED SLAB 4" n- 4.5 N/A 536 SQ.FT. N/A ROOF CEILING 0.031 TOTAL AREA 12,070 SO-FT. TOTAL PROPOSED UA 104 UNHEATED SLAB ON GRADE 4.5 BASEMENT WALL a,b, 0.1 WALLS, WINDOWS, AND DOORS uj v CRAWL SPACE WALL 0.06 0: INSULLATION 0 DESCRIPTION R-VALUE U - FACTOR X AREA = UA DESIGN CRITERIA >- WALL R-21 Uo=0.14 3,724 SQ.FT. 621 REF. TABLE R301 .2(2) ZL WINDOW R- .3 /SQ.FT. 0.35 410 SO.FT. 144 AMERICAN FOREST AND PAPER ASSOCIATION ( AF&PA) uj GENERAL FLOOR PLAN NOTES NAILING SCHEDULE DOOR N/A 0.35 194 SQ.FT. (38 WOOD FRAME CONSTRUCTION z q?F3 SO 1. DIMENSIONS SHALL TAKE PRECEDENT (OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS) PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION TOTAL AREA 4, FT ZONE ROOF -- 30-' - 40" X 1.53 ROOF �> 30` - 40' X 1.53 WIND SPEED I I - I '3 46.4 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING SPACING 23.7 26.3 -30.3 120 M/HR TAPE, FLOAT, AND SAND (3 COSTS). NO. COMMON 3. WALLS COMMON TO GARAGE AND HOUJSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED)OF- 16" O.C. 3 8d PER RAFTER AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING. MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD 2 1 CEILING JOIST TO -TOP PLATE (TOE-NAILED) 3 8d PER JOIST DESIGN CRITERIA 4. ALL BATH AND TOILET AREA WALLS ANTI' CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.7) EACH LAP RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. REF. TABLE 1609.6.2. 1 (1 ) 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3,7) EACH LAP MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILFO) (SEE TABLE 3,4) PER LIE WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD 1. ALL WALLS, 2"X4"AND 2"X6", TO BE STUID GRADE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL OVERHANG 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH ENOVERHANGTO BE 7/2 DOUGLAS FIR OR BETTER. WALL- ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR 0 2. ALL WOOD FRAMING IN CONTRACT WITIH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT i ROOF ROOF ROOF ROOF ZONE ZONE 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE wTRANSVERSE 30'-<ANGLE 45' . - 25.7 17.6 20.4 14.0 9,9 15.6 8.6 -134 -116 -13.0 OTHERWISE SPECIFIED. 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. 120 1 1 D 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF R-0" O/C FOR ALL DIMENSIONAL i 1 -1 -27.4 15.6 -1--,9.1 1 -121 -41.1 -32.7 0 (3 LUMBER FLOOR JOISTS. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 0 5. FLOOR CONSTRUCTION: 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR. FIN ISI-IED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD O T APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. 6. ALL WINDOW AND DOOR HEADERS TO [BE MINIMUM (2) 2"X1 0'; UNLESS OTHERWISE SPECIFIED. 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST ALL INTERIOR HEADERS TO BE (2) 2"X10" UtNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D PER FOOT R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 8. ALL BEAMS TO HAVE ADEQUATE BEARINsIG AT EACH END OR AS SPECIFIED. 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-160 PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 17 9. ALL FLUSH BEAM AND JOIST INTERSECITIONS TO HAVE GALVANIZED HANGERS. 15 BRIDGING TO JOIST (TOF-NAILED) 2-8D EACH END USE MIN. REQUIRED PROPOSED MIN. REQUIRED PROPOSED USE SO.FT.OF AREA LITE/SO.FT. NET GLAZED VENT/SQ.FT OPENABLE 10. TYPICAL EXTERIOR WALLS AND ROOF`TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING 1-0 JOIST (TOE-NAILED) 2-8D EACH END SLOPE HT./FURED HT, SLOPE HT./FURED HT. AREA% AREA 9-, 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 17 CNSVTRY. N/R 185 SQ.FT. N/R T16" N/R 13'3" CNSVTRY. 185 SQ.FT, 128 SQ.FT. 69% 64 SO.FT. 34.5% 11. PROVIDE INSULATION BAFFLES AT EAWE VENTS BETWEEN RAFTER. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK KITCHEN 50 SO.FT. 186 SQ.FT. NIR 7-6" N/R 76" KITCHEN 186 SO.FT. 8 SQ�FT. 4% 4 SOFT. 2"IQ 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST LIBRARY 70 SO.FT. 225SO.FT. N/R T6" N/R 7-13" LIBRARY 225 SO.F7. 16 SO.FT-. 7% 8 SQ.FT, 3.5% GENERAL ELEVATION NOTES DINING RM. 70 SQ.FT. 261 SQ.FT'. N/R 7'6" N/R 7'6" DINING RM. 261 SQ.FT. 114 SQ.FT. 4 4 0/o 57 SO.FT, 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST GREAT ROOM 70 SQ.FT. 3P9 SQ.FT. N/R 7'6" N/R 7'6" GROAT ROOM 329SO.FT. 20 SQ.FT. 6% 10 SQ.FT. 3% 1. EXTERIOR FLASHING TO BE CORRECTL)Y INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAfLED) 2-16D PER FOOT FOYER N/R 87 SQ.FT. N/R 76" N/R 7'6" FOYER 87 SQ.FT. 20 SQ.FT. 23% 10 SQ.FT, 11.5% CHIMNEYS, PROJECTIONS, AND PENETRA-FIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS 6D (SEE TABLE 3.8) 1 PRACTICES. GARAGE N/R 510 SO.FT. N/R 7-15" N/R 76" GARAGE 510 SO.FT. 32 SO.FT, 6% 16 SO.FT. 311/0 2. GENERAL CONTRACTOR TO PROVIDE AIDEOUATE ATTIC VENTILATION AND ROOF VENTS. 23 DIAGONAL BOARD SHEATHING UTILITY RM. N/R 74 SQ.FT. N/R 76" N/R 76" UTILITY RM. 74 SQ.FT. 1 0 SQ.FT. 14% 5 SQ.FT. 7% 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. 1" X 6" OR 1" X 8" 2-8D PER SUPPORT M. BATHROOM 50 SO FT. 92 SO.FT. N/R 76" N/R 76" M. BATHROOM 92 SQ.FT. 8SO.FT. 9% 4 SQ.FT. 4.6% 1" X 10" OR WIDER 3_8D PER SUPPORT GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD M CLOSET N/R 50 SO.FT. N/R T6" N/R T6" M. BEDROOM 226 SQ.FT. 98 SQ.FT. 43% 49 SQ.FT. 21.59/. M. BEDROOM 70 SO FT. 226 SQ.FT. N/R 7'6" N/R TIS" STORAGE 600 SO.FT. 30 SO FT. 5% 15 SQ.FT. 2.5% 25 STRUCTURAL PANELS 8D (SEE TABLE 3.8) 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS STORAGE N/R 600 SQ.FT. N/R 7'6" N/R 8.01. OFFICE 374 SQ.FT. 37 SQ.FT. 10% 18.5 SQ.FT. 5% SAFETY REQUIREMENTS. OFFICE N/R =374 SQ.FT. N/R T6" N/R 8.01, BEDROOM 1 275 SQ.FT. 10 SQ.FT. 4% 5 SQ.FT. 2% w 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE/ 6" FIELD D EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER BEDROOM 1 70 SQ.FT. 275 SOFT. N/R 7'6" N/R 810" BEDROOM 2 207 SO.FT. 20 SO.FT. 10% 10 SO.FT. 5% 25/32" 8D 3" EDGE/6" FIELD i BEDROOM 2 70 SQ,FT, P07 SQ.FT. N/R 7-6" N/R 8101, BEDROOM 3 226 SQ.FT. 35 SQ.FT. 1501� 17.5 SQ.FT. 7.5% 1 GENERAL HVAC SYSTEM NOTES 27 IGYPSUM WALLBOARD 5D COOLERS 7" EDGE/ ,10" FIELD BEDROOM 3 70 SQ.FT. 226 SQ.FT. N/R 7'6" N/R 8.0, MEDIA ROOM 91 SQ.FT. 8 SO.FT. 9% 4 SO.FT. 4.5% MEDIA ROOM N/R 91 SO.FT. N/R 76" N/R 8101, BATHROOM 1 69 SQ.FT. 5 SQ.FT. 7% 2.5 SQ.FT. 3.5% 28 HARDBOARD 8D (SEE TABLE 3.9) 1 1 1 Li BATHROOM 1 50 SO.FT. 69 SQ.FT. N/R 7'6" N/R 8101, BATHROOM 2 78 SQ.FT. 5 SQ.FT. 6 2.5 SO.FT. 3% 1. MECHANICAL SUBCONTRACTOR IS REs;rONSIDLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS 8D (SEE TABLE 3.9) () 1: SAFETY REQUIREMENTS. BATHROOM 50 SQ.FT. 78 SQ.FT. N/R T&' N/R 8'0= TOTALS: 4,095 SO.FT. 604 SO.FT. 291% 302 SQ.FT. 145.5% Z c: 30 DIAGONAL BOARD SHEATHING 50 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIRF-ME-NTS WITH THE JL EQUIPMENT SUPPLIER. 1" X 6" OR 1" X 8" 2-8D PER SUPPORT D I.- 3. HVAC SUBCONTRACTOR TO PROVIDE FlINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL I co Z CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL. 1" X 10" OR WIDER 3-8D PER SUPPORT 0 P 31 STRUCTURAL PANELS O fr w EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R31 1" OR LESS 8D 6" EDGE/ 12" FIELD D Li0 0 GREATER THAN 1 10D 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. 0 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. 1 X 6" OR 1" X 8" 2-8D PER SUPPORT ilf"'Irk. 0 06 3. NET CLEAR OPENING SIZE TO BE A MINIUMUM OF 6 7 SQUARE FEET. 1 X 10" OR WIDER 3-8D PER SUPPORT SCALE: 4. MINIMUM OF 5.0 SCAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. cy 1/411 1#01' NAILING RE QUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELFDGE. 5. MINIMUM NET CLEAR OPENING SILL HEiIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE DWG. NAME: 6, MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, (ENCROACHMENT OF 6 INCHES PERMITTEID FOR LADDER OR STEPS). SHALL BE USED TO MAINTAIN THE LOAD PATH, ENERGY 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF C�ALCULATIONS IDS 44 PERMITTED TO BE REDUCED TO 1-1 GD NAIL PER 7, PERMANENT COMPLYING LADDER OR ESTEPS WHERE VERTICAL DEPTH EXCEEDS INCHES. NAILS SHALL BE FOOT, 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWI TH MINIMUM THESE DRAWINGS AS INSTRUMENTS OF SIERVICE, ARE THE SOLF PnOPFRTY OF I HE ARCHITIFCT, NET CLEAR OPENING REQUIREMENTS NO REVISIONS CHANGES AND/OR MODIMCATIONS DWG. NO.: SHAL L_RF ALI OWED WITHOUT WRITTI-NAUTHORIZATION, 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM Rv THF ARCHITECT. ANY REPRODUCTION IN PART INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. I OR WHOLE IS STRICTLY PROHIBITED BY LAW A . /- I I FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR UPLIFT STRAP CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND a PRESCRIPTIVE DESIGN TABLE 3.3A ALTEIRNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) WALL-TO-FOUNDATION) 90 100 110 120 PRESCRIPTIVE DESIGN TABLE 3.313 ALTERNATIVE TO TA13LE 3.3 O U L S U L S U L s U L S 1/2"ANCHOR BOLTS (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION: NUMBER ROOF SPAN) ) 90 100 1 1 O 120 � FASTEST-MILE WIND SPEED N OF (FT.} „} STORIES: REQUIRED CAPACITY OF CONNECTION (LBS)''2'3 (MPH) FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS M (IN.) (1T•) END OF 1-1/4" X 20 O �- 90 100 110 120 GAGE STRAP'2 U o 20 5B 681 264 681 206 681 291 681 24�^ 89 T 325 260 358 WALL HEIGHT MAXIMUM ANCHOR BOLT ---- 12 _V 2- 3 3 _ `3_ SILL PLATE TO __.._.__._ _____._.-___ ._._._ _-__�_ _.-_ RAFTER/ FOUNDATION 2 --- 28 119 386 314 426 CEILING JOIST SPACING (IN.) - ----- - --- - ------ - --- SPACING (IN.) (FT.) _ �6- - _- -? --3- _- 3 4 .N (CRAWL SPACE OR 3? 149 .A. 447 ,A, 368 .A. 493 20 - 3 _ 4 3 - 4 BASEMENT) CODES. 36 179 509 422 561 -- --- - --- Ca. 16 24 3 4 4 5 W ti cY9 24 58 43 421 128 76 421 206 13 421 291 2.54 421 16 8 3 3 3 3 - 2 8 - 3 _ 4 4` 5 WALL BOTTOM PLATE TO 28 89 170 260 358 10 FOUNDATION —"------------_J— 3 3 4 3?_ 4 5 5 - 6 4 4 5 7 /' � 2 32 119 211 314 426 36 -4 36 — 1 OD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTfED FOR 8D COMMON NAILS. U4 _ CONNECTOR UPLIFT LOAD. U 149 N . 253 N , 368 N , 493 2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAkFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL 4 u O (SLAB-ON-GRADE) ------ -- -- L s CONNECTOR LATERAL LOAD. 179 294 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. (PERPENDICULAR TO THE WALL) R. TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALIt_ BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED S - CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) U CONNECTOR UPLIFT LOAD. TO A 2 X 6 TOP PLATE. TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 == L CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT = CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) (CREASED BY 1 NAIL AT EACH END. ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL_ BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 2 FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). OF NAILS SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0 85, RESPECTIVELY, FOR FRAMING NOT FULL WALL ABOVE. , LOCATED WITHIN 8 FEET OF BUILDING CORNERS, TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH BD NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. WALL � WALL �2�� WALL —*-- 5�� FASTEST MILE WINDSPEED (MPH) 4" 4" PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION WALL WALL f ujo Y I 90 100 110 120 O Lr L4 S Lr L` S Lr L` S Lr L• s i RAFTER ROOF SPANQ SPACINGG (IN.)(IN.) (FT.) ,,, W REQUIRED CAPACITY OF CONNECTION (LBS) { 12 193 191 280 264 235 280 341 284 280 427- 339 280 I --- ------ --- `16 -- —325— 421 526 I 3,_,,_ 24" CLEARANCE 21" IN FRONT OF OPNG. CLEARANCE •--- - -_-_ 20 - ^!-_--- 282 - 386 500 -626 - TOILET, BATH AND (f 16 — 24 327 447 580 726 SHOWER SPACED 28 - y371 509 660 826 SCALE: 1 I = 1 /2'1 32 416 570 740 927 �_ - - — ------— --------------------- -- - - - -- - - ---_.--------- - --- - -- ------ -- ----- - ----- ------ 36 461 632 820 1027 U - CONNECTOR UPLIFT LOAD. L' CONNECTOR LATERAL LOAD. (PE:RPENDICULAR TO THE WALL) S - CONNECTOR SHEAR LOAD. (PERiALLEL TO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A FROOF/CE=ILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). 2 TABULATED UPLIFT AND LATERAL- CONNECTION REQUIREMENTS SHALL RE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNER. "' TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION 3"VENT W CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. 3"VrNT ` TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. O SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 0 T RESISTING LATERAL & SHEAR LOADS j S,�D,frr PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) r ] U 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS 1 r r 1 112" FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) j 90 100 110 120 90 100 1 1 O 120 W.C. 8SINK V✓c e srvK { FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) 4" q ` SILL PLATE TO FOUNDATION" or C.O. (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 3'VENT M. BATHROOM UTILITY ROOM 32 19 28 WALL PLATE TO FOUNDATION` 1-3 STORIES (SLAB-ON-GRADE) 6 3 36 57 U _ CONNECTOR UPLIFT LOAD. 112•. 1 1n- L = CONNECTOR LATERAL LOAD. (:PERPENDICULAR TO THE WALL) ' 'r 1 1/2" 1 1/2" O S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4, WAR+r R Mlycrt V ' ANCHOR BOLT SPACINGS BASED ON MAXIMUMI SHEAR CAPACITY OF UNBL_OCKFD ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). { A.SINK B SINE' ANCHOR BOLT SPACINGS BASEDON MAXIMUM :SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT I W Cl BATHTur3 w c. IN ACCORDANCE WITH SECTION 3.4A. ( q 0 3 ANCHOR BOLT SPACINGS BASL=DON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. �' SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 2 2 4 z 2 C.O. o� 4° 0 RESISTING UPLIFT 4.. mZ PRESCRIPTIVE DESIGN TABLE 3.28 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) C O HO O 1;8" SLOPE" PER 1' W E 1/2"ANCHOR BOLTS 5/8" ANCHOR BOLTS 0 FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED TO APPROVED 4"TRAP L (MPH) (MPH) I SANITARY SYSTEM 9 100 110 12 1 1 1 { PLUMBll"'\AlG RISER DIAGRAM � O 0 0 90 00 10 20 U :J rpy9i�6� ev ANCHOR BOLT FOUNlDATlON SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT `vA&,fM �;<s SCALE CONNECTION SPACING (IN.) SPACING (IN.) N .T.S . +� '� /4°=l'0" DWG. NAME: ' SILL PLATE TO FOUNDATION , (CRAWL SPACE OR BASEMENT) 1-31 STORIES 72 72 72 72 72 72 72 72 NAILING WALL PLATE TO FOUNDATION 1- STORIES SCHEDULE (SLAB-ON-GRADE) 33 28 25 51 42 36 32 'k ^al _�� & P.R.D. 4 ( ) I I I I THESE DRA\10NGS AS INSTRUMENTS OF SERVICE, DWG. NO.: f ARE THE SOLE PI oruiTY OF THE ARCHI1 LET. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED WiTHOUT WRITTEN AUTHORIZATION A - 6 BY TI iF_ARCt IITECT ANY RIlrRODUCTION IN PART OR WHOLE IS STRICTLY F'ROHIBIT'ED BY LAW. I