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HomeMy WebLinkAbout29920-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30572 Date: 11/19/04 THIS CERTIFIES that the building NEW BUILDING Location of Property: 260 COX NECK RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 14 Lot 10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 31, 2003 pursuant to which Building Permit No. 29920-Z dated DECEMBER 8, 2003 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 STORY METAL STORAGE BUILDING AS APPLIED FOR AND AS PER CONDITIONS OF ZBA #5365 DATED 9/11/03, AND AS PER PLANNING BOARD APPROVALS The certificate is issued to PAUL PAWLOWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-02-0014 08/06/04 ELECTRICAL CERTIFICATE NO. 4032 09/19/04 PLUMBERS CERTIFICATION DATED 07/29/04 BERTSAND PLUMB.&HEATING '/' /' xx u o zed gnature Rev. 1/81 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. 29920 Z Date DECEMBER 8, 2003 Permission is hereby granted to: PAUL PAWLOWSKI 1785 CROWN LAND LANE CUTCHOUGE,NY 11935 for CONSTRUCTION OF A NEW CONTRACTOR' S BUILDING AS APPLIED FOR PER ZBA AND PLANNING APPROVALS . at premises located at 260 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0014 Lot No. 010 pursuant to application dated OCTOBER 31, 2003 and approved""by �t�he Building Inspector to expire on JUNE 8, 2005-, Fee $ 692 . 00 .� - .- 'Auth rize Signature ORIGINAL Rev. 5/8/02 ..Form tub:6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN IIALL 765-1802 6 2004 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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 1. Accurate survey of property showing all property lines,streets,building and unusual naturalortopographicuses: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1- Certificate of Occupancy-New dwelling$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. / - l� -d 7 New Construction:__Z_ Old or Pre-existing Building. (check one) Location of Property: C'O X d/«- - ��, � �i�tT'i�Z� House No Street Hamlet Owner or Owners of Property: ��U� 4.fiuJGC�C�S(Ci Suffolk County TMap No 1000,Section l�3 . 00 Block /7 Lot Subdivisio Filed Map. fit: Permit No. a 9 Y �- Date of Permit. ��" ��-3 Applicant: 4�tzo_ Health Dept.Approval: rn C.IE Underwriters Approval: F C C, Planning Board Approval: Request for: TJ orary Certificate Final Certificate: (check on Fee Submitted: $ Appli t ignature �-C.. x ) 3 ) C-0 21- 351 rr't' .z ((�t��s�iFUt�-co, ��o Gyp w � - T own I InII, 53095 MnIn noad N x Fnx (516)765-1823 P. O. Box 1 179 1 0 � try Telephone (516)765-1802 Soulhold, New Yolk 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CEItTIr• I C A T 1 0 N DA'Z'E: July 29, 2004 Building Permit No . 29920-Z Owner., _ (please p. int) Plumber. : get .an- .PLumb.in. &_. .H2at.ing Inc p ease pr nL I certify that the solder used in the water supply system contains less than :/10 of 1% lead. ( Plumbers Signature) Sworn to before me this 29th day of July , AV 2004 Notary Public, Suffolk County gym, 48269"042,..rr Qualffied In Suffolk Clu Commission E30res January 31%J" r. .. Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street• Center Moriches,New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application:4032 Date:8-19-04 Issued to: Pawlowski Address: 260 Coxs Neck Road Village:Mattituck Introduced By:Modern Electric East License#:4253-E was examined and approved up to the above date and was in compliance with the NEC Attic 1st F1=0 PaWentied Pool Det Garage Basenw t 2nd Hoar camwdai D Hot Tub Add im Switches Receptacles Fixtures G.F.I. Range Hood Whirlpool 8 21 16 1 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 1-Exhuast Bath Furnace Oil Gas Heat Zones Smoke Bell Detectors Transformers Meter Amps Phase Motors Other Equipment: 2-Emergency Exit Lights ut,Res This certificate t not be altered in any manner MAILING PLANNING BOARD MEMBERS OG P.O. Box�1D17S. JERILYN B.WOODHOUSE 0� y� Southold,NY 11971 Chair H OFFICE LOCATION: RICHARD CAGGIANO • 'F Town Hall Annex WILLIAM J.CREMERSy?j�l 54375 State Route 25 KENNETH L.EDWARDS (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold,NY Telephone: 631765-1938 Fag: 631765-3136 PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD WT 19 X104 Date: October 19, 2004 To: Michael Verity, Principal Building Inspector From: Marty Sidor, Planning Board Members Re: Reflecting Nature site inspection 260 Cox Neck Road Mattituck, NY SCTM# 1000-113-14-10 Our staff performed a site visit on September 27, 2004. The Planning Board (PB) discussed the site inspection at a work session on October 4, 2004. The actual site build out does not conform to the approved site plan dated October 27, 2003. The PB is unable to authorize a release of the certificate of occupancy at this time. The PB requires that an amended site plan application, corresponding application documents and the amended site plan fee to be submitted to the Planning Department for review. The applicant has been notified by letter and attached you find a copy of that letter. Thank you in advance. Cc: file, pb �OSVFf���-CO MAILING ADDRESS: PLANNING BOARD MEMBERS hr� Gy P.O. Box 1179 JERILYN B.WOODHOUSE Southold,NY 11971 Chair y OFFICE LOCATION: RICHARD CAGGIANO • 'F Town Hall Annex WILLIAM J.CREMERSL EDWARDS y��l 1� �►a�� 54375 State Route 25 KENNMARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: November 15, 2004 To: Gary Fish, Building Inspector From: Valerie Scopaz, Director of Planning j,/ Re: Site Inspection of Reflecting Nature Site Plan 260 Cox's Neck Road Mattituck, NY SCTM 1000-113-14-10 As per your request Bruno Semon performed a site inspection on September 27, 2004. The Planning Board approved an amended site plan dated October 20, 2004 accepting the as- built changes at the public meeting on November 9, 2004. In reference to the above, this is to inform you that the site is in conformance with the latest approved plan This letter does not condone any changes from the approved site plan and approvals from other agencies if required. If there are any questions you can contact Bruno Semon at (631) 765-1938 x5019 between the hours of 8:00 a.m. and 4:00 p.m. Cc: file SVFFO�� MAILING ADDRESS: PLANNING BOARD MEMBERS �.�0�o C�Gy P.O. Box 1179 JERILYN B.WOODHOUSE o Southold, NY 11971 Chair N v, OFFICE LOCATION: RICHARD CAGGIANO G Town Hall Annex WILLIAM J.CREMERS y�1J�l �aO� 54375 State Route 25 KENNETH L.EDWARDS (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY ' - Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE November 9, 2004 TOWN OF SOUTHOLD Mr. Paul Pawlowski P.O. Box 814 Cutchogue, NY 11935 Re: Proposed Amended Site Plan for Reflecting Nature Landscaping Located approximately 314' north of CR 48, on the east side of Cox's Neck Road, known as 260 Cox's Neck Road, in Mattituck SCTM#1000-113-14-10 Zone: LB, Limited Business Dear Mr. Pawlowski: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, November 8, 2004: WHEREAS, Carl October 27, 2003, the Southold Town Planning Board granted final approval on the surveys,,fdated August 29, 2002, and last revised on September 29, 2003, and authorized the Chairman to endorse this proposed site plan, to be known as the site plan for Reflecting Nature Landscaping, to construct a 2,520 square foot storage building and office on 1.1 acres in Mattituck; and WHEREAS, Paul Pawlowski is the owner of the property known and designated as Reflecting Nature Landscaping, 260 Cox's Neck Road, Mattituck, SCTM#1000-113-14-10; and WHEREAS, the applicant submitted an amended site plan prepared by Barret, Bonaci &Van Weele, P.C., dated October 20, 2004, detailing the as built changes; and WHEREAS, the Town Engineer has reviewed the site plan for the as built changes and the Planning Board has accepted his recommendations for approval; be it therefore RESOLVED that the Southold Town Planning Board accept the site plan changes as noted on the amended site plan prepared by Barret, Bonaci &Van Weele, P.C. and dated October 20, 2004. Please contact this office if you have any questions regarding the above. Very truly yours, erilyn B. Woodhouse Chairperson k` APPEALS BOARD MEMBERS �FF91,�co Southold Town Hall Lydia A.Tortora,Chairwoman 53095 Main Road Gerard P.Goehringer y Z P.O. Box 1179 George Horning Is .F Southold,New York 11971-0959 Ruth D. Oliva y�10.! �a0� ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 11, 2003 ZBA#5365-.PAUL PAWLOWSKI (REFLECTING NATURE LANDSCAPING, INC.) Property Location: 260 Cox Neck Road, Mattituck; Heritage Harbor Filed Map, Lot #10. CTM#113-14-10. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's property is situated in the Limited Business (LB) Zone District and contains a total area of 47,760 sq. ft. with 153.51 ft. frontage along Cox Neck Road in Mattituck. The property is vacant and adjacent on the north by a dwelling (R-80 Residential Zone), on the east by a parcel zoned R-80 Residential and another parcel zoned Limited Business, and to the south by properties zoned Limited Business. Applicant's property is also shown as Lot #10 on the Map of Heritage Harbor filed 9-18-1979 in the Suffolk County Clerk's Office as Map#6853. J BASIS OF APPLICATION: Building Department's April 22, 2003 Notice of Disapprovai, citing Sections 100-82A and 100-83A. The reasons stated in the Notice of Disapproval are that a setback is proposed for a new building on a 47,741+- sq. ft. lot at less than 100 feet from the right-of-way facing Cox Neck Road. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 21, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant is requesting a Variance a setback of the propose new contractor's business building with a setback at 60 feet from the front lot line along Cox Neck Road. ADDITIONAL INFORMATION: The applicant also furnished the available computer image that was discussed and requested during the August 21, 2003 public hearing, which has been made a part of the record. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: L Page 2—September 11,2003 ZBA#5365—Paul Pawlowski(Variance) 1111-14-10 at Mattituck 1. Grant of the alterative relief noted below will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is zoned Limited Business. The property to the south is also zoned LB and improved with businesses; the property to the north is zoned Residential R-80, and improved with a single-family dwelling. The applicant's lot size does not meet the 80,000 bulk schedule size in the LB zone, with the existing 47,760 sq. ft. The setback is also required by the code to be 100 ft. from Cox Neck Road, and the easterly yard behind the proposed building is quite large, allowing for an 80 ft. setback from Cox Neck Road, similar to the setbac;:of the house on the northerly adjacent lot. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance for setbacks and the bulk schedule requirements in the LB Zone fora new business building. The applicant proposes a 60 ft. setback from Cox Neck Road, although there is a large amount of land available in the rear easterly section of the property. 3. The variance gr3nted herein is substantial. The applicant requested a 40% reduction from the code r�qulrement, and the variance granted allows a 20% reduction. Also the size of the lot�ls almost 50% less than the bulk schedule requirement of 80,000 sq. ft. The variance granted permits a 20 ft. reduction in the code required 100 ft. minimum, which equal to the setback of the adjacent northerly dwelling (ref. 3-24-82 updated survey prepared by Harold F. Tranchon, Jr., P.C.). 4. The difficulty was self-created when the new building was planned without conformity to the code setback requirement from Cox Neck Road that has been in effect since 1999. 5. Board members did have a concern that the property be used as a landscaping yard and not as a recycling yard for trees and stumps. The applicant assured the Board that the parcel would be used only for storage of landscaping equipment and not as a recycling yard, therefore there will not be adverse effect or impact on physical or environmental conditions in the neighborhood or district. The proposed building and site will also be subject to the requirements of Planning Board in its review under the site plan regulations of the Zoning Code. 6. Grant of the alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a landscaping business, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3—September 11,2003 ZBA#5365—Paul Pawlowski(Variance) 113.-14-10 at Mattituck RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Oliva, seconded by Member Tortora, and duly carried, to DENY the setback requested of 60 feet from Cox Neck Road, and to GRANT Alternative Relief for an 80 ft. minimum setback from the property line along Cox Neck Road, and GRANT approval for use of this 47,760 sq. ft. lot zoned Limited Business Zone District, SUBJECT TO THE FOLLOWING CONDITIONS: 1. There shall be no outside storage of landscape debris, such as large stumps or trees, or construction debris 2. Any temporary storage of stumps or other debris shall be removed from premises; 3. The evergreens and cedars along the north side of the property shall be permanently maintained. 4. Board reserves the right to review and inspect the property concerning these conditions. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora (Chairwoman), Goehringer, Orlando, and Oliva. (Absent was Member Horning.) This Resolution was duly adopted Lydia Tortora Approved or Filing 10/03 t f FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 22, 2003 TO: Reflecting Nature Landscaping PO Box 814 Cutchogue, NY 11935 Please take notice that your application dated April 15, 2003 For permit to construct a building for a landscaping business/office at Location of property: 260 Cox Neck Road, Cutchogue,NY County Tax Map No. 1000 - Section 113 Block 14 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 47,741 square foot parcel in the LB District, is not permitted pursuant to Article VIII, Section 100-83A,which states; "Structures shall be sit back at least 100 feet from the right-of-way." In addition, the posed construction is not permitted pursuant to Article VIII Section 100-82A, which states: "Except as otherwise provided herein, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference,with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum lot size of 80,000 square feet. According to Article VIII, Section 100-81B2, "Contractors'businesses or yards including but not limited to building, electrical and plumbing yards"require a special exception approval from the Southold Town Zoning Board of Appeals. Follow' the ro construction total lot coverage will be 4pproximately approximately5 percent. i Autho ' ed Signature Note to Applicant: Any change or deviation to the above referenced application, may require Abed Design Group, P.C. May 6, 2004 ! V Town of Southold Building Department .....: ..... . Southold,NY RE: Reflecting Nature 42' w x 14'h x 60'1 Storage Building Mattituck,NY MBI JOB # 128-0648 Dear Sirs: Please find the enclosed truss design for the truss that was used for this job. I am also writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans dated 12/04/03 including the following: 1) Footings were placed 4'8"below grade and were drilled the diameter specified. 2) 4-46 M Base Anchors were nailed near the bottom of each column with 3-0.177"x 2 1/z" stainless steel nails in each anchors. 3) An 8"thick redi-mix footing was poured and an additional 8"of redi-mix was placed around the columns when setting. Yours truly, OF NEW ••.�, Allied Design A&E ,.Pc* • � y o SGS �k Ronald L. Sutton, PES' •• •'�6 `�• • �� Presidents ,oma,_ • C `.,y� � ���.hIf fill Truss Design Load - 300 plf LUMBER SPECIFICATIONS I01) Chord (3) 2X 1 0 SYP NO . 1 KD 19 1 . 7E6 Req'd Truss Load - 4U psf a t-i Y OC. = 3a V pff 11-1 t CI Tsai-d ( 1 , 2) 2X 1 0 SYP MSR 1950 1 . 5E6 I .o :Yrr Chord 2X4/2X6 SYP MSR 1950 1 . 5E6 I;Jek)s 2X4 SYP N❑ . 1 KD19 1 . 7E6 LOADS TRUSS PLATE DATA (ANSI/TPI 1-1995) TCLL %. psf Load durat Ion factor = 1 . 15 20 GA. 18 GA. TCDL '3 psf AA 86 psi 108 psi LCDL I psf Lateral EA 87 Psi 101 Psi MEMBER FORCE TABLE Design Value AE 59 Psi 43 Psi _ - EE 63 Psi 46 Psi Member Forces Member Stresses Tensile Value 0° 403 psi 610p( i Bending Axial Bending Axial 900 403 psi 610 psi Member CSI < In- lbs) ( lbs) <psl > <ps1 ) Shear Value 00 275 p l i 410 p l i TC 1 . 676 9669 . -13616 . 452 , 0 -981 . 3 30. 259 p 1 361 pl i TC2 . 770 14918 . -13184 . 697 . 4 -950 . 2 60. 315 p i 410 pl i TC3 . 861 -13031 . -11579 -609 . 2 -834 . 5 90. 276 p i 403 pl i LCI . 858 11490 , 12913 . 567 . 4 956 . 5 120' 261 pli 363 psi 150. 306 pl i 428 pl i LC2 . 792 11490 , 11514 , 567 . 4 852 . 9 LC3 . 423 452 . 8826 , 22 . 3 653 . 8 10215 Ps. W 1 . 160 0 . -1273 . 0 -242 . 4 6•10, W2 . 433 0 . -2756 . 0 -525 . 0 W3 . 213 0 . 1353 . . 0 257 , 7 TO W4 . 519 0 . 3289 . . 0 626 . 4 NEW 2x4 nils PI. :r:7• Zrlor/s: olum \.W4 TC2 F YO Too 12 W3 4 16x9 Pi, 18 Go. . ♦ l W2 3xs PI. TO 13x8 PI. 18 GQ. = y 11x1 W1 !* 10 •2 1600 PI 13x8 PI. P1. 15x5 PI. •.:z., r --- 18 Go. 18 Ca. 9x9 PI. - • Q i s LC3 LC2El i Chord 2x6 LCI CAl All Al UNIERI.INE 5'0-174" 12.2-1316` "1 4x5 PIs. Typ. ` O 20-10-1/2- Truss Reactions 6193 . 750 lbs . 42LL COMM. SC TRUSS 42' ---- Morton Buildings TOWN OF SOUTHOLD PROPERTY RECORD CARD -ell - OWNER STREET VILLAGE DIST. SUB. LOT /c ?Q,1AA 3)W)05U cnk Nec e. In -j ct hc:(y, vy- FORMER OWNER N E ACR. S W TYPE OF BUILDING H RES. SEAS. VL.9 FARM COMM. CB. mics. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7 U u 7c--n J-17 q -T A/,5t5- 9Z-- H�J,--Ynf 3 c)o� 5 z&ca-wa17-$,-Q F-bnbPRA -fZ) ?aLjjL Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowlond DEPTH House Plot BULKHEAD Total r - FORM NO. 3 t TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 22, 2003 TO: Reflecting Nature Landscaping PO Box 814 Cutchogue,NY 11935 Please take notice that your application dated April 15, 2003 For permit to construct a building for a landscaping business/office at Location of property: 260 Cox Neck Road, Cutchogue,NY County Tax Map No. 1000 - Section 113 Block 14 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction on this 47,741 square foot parcel in the LB District is not permitted pursuant to Article VIII, Section 100-83A,which states-, "Structures shall be set back at least 100 feet from the right-of-way." In addition the proposed construction is not permitted pursuant to Article VIII Section 100-82A, which states, "Except as otherwise provided herein no buildings or premises shall be used and no building or part thereof shall be erected or altered in the LB District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference,with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum lot size of 80,000 square feet. According to Article VIII Section 100-81B2 "Contractors'businesses or yards, includingbut ut not limited to building electrical and plumbing yards"require a special exception approval from the Southold Town Zoning Board of Appeals. Follow' the provow4construction total lot coverage will be aPproximately 5 percent. sr Autho 'zed Signature Note to Applicant: Any change or deviation to the above referenced application, may require BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: oL/x/03 APPLICANT:�faut_ �owlows►C DATE SUBMITTED: _Lo /x/03 SCTM#DISTRICT:/1,000, SECTION: ► ,BLOCK: 14 , LOT: �—SUBDIVISION: o ADDRESS: & (r -x Lore CITY: ZONING DISTRICT: L-_CONFORMING? r)a BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO:=/-14— BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100..-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: q4 2qj REQ. LOT COV. ACT. LOT COV. 5�y REQ. FRONT v PROP. FRON REQ SIDE ACT. SIDE REQ. REAR PROP. RE REQ. HEIGHT -PROP. HEIGHT PROJECT DESCRIPTION: LtIAA pp ESTIMATED PROJECT COST: ARCHITE G : �4&Lgg_SdA WATERFRONT? DESCRIPTION: —' PANEL # FLOOD ZONE 4— APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT,�E or NO, (BED#): O DTE: S1 / 3 / PERMIT#: c10-o2 -Go 1Y TOWN SEPTIC RECEIPTjTor N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES ori DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: ES or(o DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL. or NO DTE: _/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: DTE: L0_/2,�/ 3PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES ortO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: �t etx s C �'.1���� FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE ,, (/ I O Oo 1. (dy�t O SF)- �SF)= �, �{U SFX $'3" _$ �Iqz- +$ �?°o +$ =$ 2. ( SF)- ( SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ _$ FINAL OT . $ 6177 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Spe 120MPH Seismic Design Category:B Weathering: Severe Frost D the 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICA ION: S- HEIGHT/FIRE AREA: TYPE OF CONSTRUCTI DESIGN CRITERIA: GINEERED/PRESCRIPTIVE FULL FRAMINESIGN ELEMENTS: Y/K,' HEADERS:Y/N /SCHEDULE: ST :Y/N GIRDERS: Y/N CEILING JOISTS: R ISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIE DESIGN LOAD : Y/N LIVE:Y/N DEY/N SEISMIC:Y/N WIND:Y/N WINDOW ANDE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTIO SCHEDULE: Y/N MEANS OF EGRESS: PLUMBING RISER GRAM: Y/N LOCATION OF F PROTECTION EQUIPMENT: Y/N TRUSS DESI : Y/N CER TION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/15/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Pawlowski, Paul 1785 Crown Land Lane P O Box 814 Cutchogue, NY 11935 Clerk ID: LBOHN Internal ID:73205 suaoiNa DEPT. INSPECTION [XFOUND ON IST [ ] ROUGH PLBG. [ TION 2ND [ ] INSULATION G [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: SISL DATE �D 0 INSPECTOR 765-1802 -T>BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE S CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` 3 r � L DATE - INSPECTOR 6)9?2,0 j--,, 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST Vl ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:��e.���C DATE � INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING 1 = [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION X'o REMARKS: � S L .✓r.v 9 DAT � INSPECTOR t► w • 1 • A If WA rig 1 !:' a IIIb �✓��a��. .� i-����_ �.L��` w _ w - ----- ---------- TOWN OF SOUTHOLD BUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIST TOWN HALL . Do you have or need the following,before applying? SOUTHOLD, NY 11971 Board of Health ✓ TEL: (631) 765-1802 3 sets of Building Plans FAX: (631) 765-9502 Planning Board approva www. northfork.net/Southold/ PERMIT NO. survey, ✓ Check_f� Septic Form N.Y.S.D.E.C.� Examined 20 Trustees Contact: Approved 20 Disapproved a/c ZZ 3 Mail to: Expiration20 Phone:�p�/ Building spector APPLICATION FOR BUILDING PERMIT Date 20, 03 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 becommenced before issue a ane of Building Permit. c d. Upon approval of this application,the Building Ispector will issuBuilding Dermato the applicant. Such a permit shall be kept on the premises available for inspection throughout the work.n 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 BuildingPermit Building Zone Ordinance of the Town of Soathold, Suffolk County, New York, and other applicable Laws Ordi pursuant to the Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. Th nances or 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. e (Signa o applicant or name,if corporation) DISAFPROVAL . (Mailing address of applicant) L �. contractor, electrician State whether applicant is owner, lessee, agent, architect, engineer, general 1 //�75 ��/�� �• ,plumber or builder Name of owner of premi s (As on the tax roll or latest deed) If app ' t is co ion si tur o u authorized fficer (Name d title of corporat ffice Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w k will bed ne- House Number717ZJC� Street Hamlet County Tax Map No. 1000(Name) Section l3_Block l I Subdivision Lot Filed Map No. Lot 2. State existing use and,Vccupancy of premises d ed ase and occupancy of proposed construction: a. Existing use and occupancy ' b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimate (Description) 4. Estimated Cost 90 Fee (To be paid on filing thi1. ation) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars �i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use._ 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front O Rear 4 Depth el 21 Height Number of Stories / c ., 9. Size of lot: Front /r �, . 57 Rear a ' Depth Z'(/�' ZS J•�V' / 10. Date of Purchaselmow'Z —67--'Name of Former Owner AZ ��� 1 15 11. Zone or use district in which premises are situated 4 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 ow " *c v� , 14.Names of Owner of premises &I,Awl Address ?2g1&&4U0s,� Phone No.11 • S" Name of Architect AddressPhone No 7 - O Name of Contractor / VIWJ Address Phone No. 7 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS 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 distanco,prraperty line any on 17. If elevation at anpoint property is at 10 feet or below,must pr e top- ographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Tjo G6tl �GCJ (�jf Lf>s�-1 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the )6n6-C76-061e er,.&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 mariner set forth in the application filed therewith. Sworn toefore me this Gj day of A D r'< < 20,02)_ Notary Public S11 Signature of Applicant E.try Puble,SWO of t*w Y No.4948W aaw in suffoik LAND NOW OR FORMERLY OF ROBERT ADAMSON & DIANE ADAMSON Ale 4%, 1 3 AF/ 9�23 S 21 '2511011 E 88.111 Ro;„ S 23'56'10" E 149.87' 64 - - - O.Ss -- - - - 409 ,LJ x5 51 T DC 46 B] 44.1 / 41 2 40 9 1 452+ 1,.> Y/ 0 N per. /�A 4 + 01Ri h GRAVEL PARMN6 AREA �•,QD N J6 8 N + RIM ® J 4T 4J 92 44 J2 / 2_ LOT 70 4216 40 413 n.e iLNT 01` Amwe 4 y a32 x6 3 / 28 ). I II I,1 GIQ C)Z LOT + 44.5 602' ,r 9 1 STORY 6ANITARY SEPnC 4 ENFJE- D N METAL VLNT �5 ANK FUEL P TANKS o—o BUILDING o w-+o 6Areo 452 FE IF ELxeB a 15 ELBCIRIC R0 tl BC4600 45.B TO' fi02' 11 LEA LIVING 11 + o .........„_.,�,,..� 44. + 449 PINE POOL iflEES 461 '4 � _ - .._ , y is a52J S L'5D' A0 47.0454 J I - BC /4.]{ BC 4445 BC x.BB 05-' O Q ' RIM ry M I 6 44.21IO 2 n U . / 461 PINE s lfileDUS DRIVEWAY U0} ••^ eW / (0 BC 4546 F TC 4541 463 N is Z I 624 4 m azez 4 b 469 Jl' a]24 + L�' INcn cw511 466 u / 'r y�16 t,w1 a ae 4 Q / m ao/ A,1\ 48.41 Mqs "0 — f 1fi 521 462 BW 46,1 ONR 4B] 91H� 8 STAND DRIVEWAY 46.0e ,�QPIPE 150.00, _ I 9 LRIVE4w6 gTr4 4ef1 45 fiD 541 + > +a71 c 10..O NM 46> T47 QO 691 T 466 O 46.66 f6. q 16 46.40 465] 1660 4fi 66 4e 421 RCB 4602 CC 48212 BC 1644 Bc 4641 Ba 4629 BL 4fi.12 SINGLE WNIIE LINE 4586 OODBLE YELLOW LINE ,692 f6.85 46]J 4865 16BT TC 4] 1685 a6.9B m 4>IB IL02 5 '�>] 466] 4G 59 16]6 fe.DO TC 4641 46.212 46 pp 46,216 46.41 BC f6.6J RC 16]8 BC 46.55 +4658 BC 48.fi4 TC .1 14 1C 46.76 TC 4654 Fit— 0H— ® —OHS RC 4fi]1 BC 46.19 4608�NriLE WMIi LINE PM— ee Q CH ]M an Dn 0n — Dn OM 0n DRI WPT DRIVEWAY COX NECK ROAD TD C 0 91 BCB 4556 TC 4594 46,01 BC 15 49 TAX MAP NO, DISTRICT 10DO SECTION 113 BLOCK 14 LOT M REMONS Barrett B REVISED 7/26/134 (AN..R.) , onacci LEOEM NOTES , & VanWeele, P.C. CONCRETE CURB CONCRETE 7. LOT AREA = 47,760 SQ. FT. OR 1.10 ACRES. DROP CURB rY'� TREE LINE/EDGE OF WOODS 2, ELEVATIONS REFER NGV DATUM. CIVIL ENGINEERS/SURVEYORS/PLANNERS EDGE OF PAVEMENTGUY WIRE 3. LOT NUMBERS SHOWN REFER TO MAP OF HERITAGE HARBOR. 175A Commerce Drive,Hauppauge,NY 11788 FILED SEPTEMBER 18, 1979, AS FILE NO. 6853. TEL 631/435-1111 FAX 631/435-1022 OH OVI RHEAD WIRES O REBAR FOUND www.bbvpc.com 4. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE AND ® STF'UCTURE — WATER A STAKE FOUND IS NOT INTENDED FOR ANY OTHER PURPOSE. relmtlum.u�IN^. PROPERTY 'O' FIR; HYDRANT A wm els .'ro°Nan.°em"lm ■ MONUMENT FOUND ��=w,'e�r—vm m:..`�'wl°::a v°.c�l SITUATE ® CAICH BASIN o00000o HEDGE al �emtiiMlnne n:A'°"o"„"w SIGN REE '°°°ii.df.itIls'-weseI MATTITUCK liell.i OF 30U Q+ UTII ITY POLE e�l`":wlw`" "um ml TO ` n If—tyi° WN THOLD SUFFOLK COUNTY, NY —DD— STOCKADE FENCE �.•6-q+a i.I1M a � 91EETxs13 TOF/BOTTOM OF CURB +46.43 SPOT ELEVATION wN°w.N w,mra lN... ® WAIER VALVE — S — SANITARY LINE "FINALE CF W— WATER SERVICE TRANSFORMER ON CONC. SURVEY w��6M6,�r�nrcf�r ov , .I_ LE wM SRnM]M9 tt MR°i LM FINAL Thhe offsets or d,m nelan shown from the etructuree to tM1a VIEW FlNAL [ gultle the erec Lo of fen retol ' walla aois patio, e t nlne s far o ga antl cry Other on tructmn Sub ended 'AT uSILE TOELT X' e Par P 1t, en edfa¢ uurPne antl antl [M1er .for not into SR911D 6Y p1AItM p1' O@FDry Cantllflon not ehown _ _ °9 . P P Pla fl 9 a tldltlo e t b ,Itll onY r/ac el p°..e° JULY B, 2004 1 L30' A011020 OFFICE: 7Russ cEQ�TT�x � �ov �LE �viR4q� CUTCHOGUE. NY S 21'25'110" E 88.11' S 23'56'10" E 149.87' - - A JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS GP - - - R - - �- - - - - R - - 128-0717 APPROVED AS NOTED / LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S ALL CONSTRUCTION SHALL DATE $3 B.P.R a993d� p�� MEET THE REQUIREMENTS OF THE o COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .B CODES OF NEW YORK STATE. NEE: E Ia _ BY' 7-�-�- V NOTE: NOTIFY BUILDING DEPARTME AT • POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN 1)THE ACCESSIBLE PARKING SPACE 765-1802 8 A TO 4 P FOR THE �. & ACCESS AISLE ARE LEVEL FOLLOWING INSPECTIONS: w FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND & BLACKTOP OR CONCRETE 1. FOUNDATION - TWO REQUIRED •+rn 2)THE SLOPE TO THE FOR POURED CONCRET SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. ACCESSIBLE ENTRANCE 2. ROUGH - FRAMING 6 PUMBING IS LESS THAN 1:20 FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND 3. INSULATION v Q m 4. FINAL - CONSTRgOTIIQQN MUST � m READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR FLOOD ZONE �' � UNDERWRITERS CERTIFICATE BE COMPLETE FOR HAL V z ALL CONSTRUCTION 6C.0 MEET THE W COMPLY WITH CHAPTER "46" REQUIRED REOUIREMENTSI)FT,,1HiECODESOFNEW o SIZE & TYPE), TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN FLOO✓�DAMAGE PREVENTION YORK STATE. NAT 6IESPONSIBLE FOR OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ADDITIONAL CONCRETE SOUTHOLD TOWN CODE. DESIGN OR QPNSTRUCTION EflRORS. Z a MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. I/ I . 1 SPLASHBOARDS - SPLASHBOARDS ARE N0. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" 528 AND CENTER OCCUPANCY OR COMPLI' ITT ALL CODES ODES F , ' YORK SATE & TOWN CO FIRE INSPECTION NE USE IS UNLAWFUL AS REOUIf$EDTAND CONDITIONS OF Z MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER REQUIRED BEFORE _d:,. W Sar) e L7 ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION OPENING WhfHOUTCERTIFICATE - - .°-- -- -- U1NOc TOWN PIANNINGBOARD131,71 C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. OFIOCCUPANCY _ - O - " 25' SDUTHDLDTOWN TRUSTEES Q FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. N 17 N.YS.DEC z z p PROPOSED WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE 2"x4" S4S NO. 2 OR �, I 42'x14'x60' DISTANT _ PLUMBING (� __ - MORTON / Af L PLUMBING WASTE z BUILDING ' BETTER ON EDGE SPACED APPROXIMATELY 24" O.C, ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. n I NG 8 WATER LINES NEED -3 ESTING BEFJPE COVERING ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS PLUMBER CERTIFICA/T/ION OT_T6' ON LEAD CONTENT B9FORE _ _ J REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED - WALK E I CERTIFICATE OF OCC/UPANCY UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH y PARKOFFIING SOLDER USED IN VA TER W VJ J l? I SUPPLY SYSTEM CANNOT 0 a CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 60' L _ _ _ EXCEED 2110 OF LEAD. SIDING PANELS�KYNAR 500/HYLAR 50001 - 0.019" MIN., G90 GALVANIZED OR AZ55 t,rnTn� "-� = o �7 �� NAIL NG f_ c 1 NS GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS DOUBLE TIDED SIGN GATE / HEQUIHLLI, NOM. 1 MIL THICK ON EXTERIOR. tl --BLACKTOP DRIVE x ROOFING PANELS �LUOROFLEX 2000 (TM)) -0.019" MIN., AZ55 GALVALUME WITH AN - IL - - -F� - l - - - L O N 22'13'30" W 153.51' V m ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT a WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS _ __ _ _ _ -T _ - _COX NECK ROAD _ __ - - - - - L.J6J TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS PLOT PLAN 75' 30' C ROOFING OR SIDING PANELS . SCALE: 1 . 1 a 3.75 15' GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 BUILDING DESIGN CRITERIA o S- 1 0 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. P :!! CTION TYPE VB TYPICAL LUMBER SPECIFICATIONS - 1997 NDS EA 2520 SQ FT SIZE DESCRIPTION BENDING VALUE Fb ADDITIONAL NOTES OF HEIGHT 19 FT. 2"x4" NO.1&2 SPF 1313 PSI CATEGORY II 2x4" 2100f MSR SPF 2100 PSI 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART F LOAD DCSIGN* 36 PSF DRAWN BY: TR 885 SNOW LOAD 45 PSF 2"x6" NO.1&2 SPF 1138 PSI OF THESE DRAWINGS. ED Vss 120 MPH 2" 6" N0. 1 SYP1650 PSI DATE: 12/1/03 2'x8" N0, 1 SYP 1500 PSI CHECKED BY: JJB 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED EXPOSIND OURE CANCE FACTOR RY BO 2x10 NO. 1 SYP 1300 PSI TERNAL PRESSURE COEFFICIENT UILDIN30.18 2"x12" NO. 1 SYP 1250 PSI DATE: 12/4/03 BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BIN Y BG DESIGN CONDITION ENCLOSED ALL 19 Of MSR SYP 1950 PSI REVISED DATE: ZONE 1 14.9 -23.7 PSF 1 1/2 x16 LAMINATED VENEER LUMBER 2800 PSI ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. COMPONENT & CLADDING ZONE 2 14.9 , -50.1 PSF 13 1 2 x15 GLU-LAM 1650 PSI REVISED DATE: ZONE 3 14.9 , -50.1 PSF 1 51 4-x161 2 1 GLU-LAM 2400 PSI 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES WIND LOADS ZONE 4 25,9 -28.1 PSF 51 4'x191 2 GLU-LAM 2400 PSI REVISED DATE: ZONE 5 25.9 -34.7 PSF NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES. 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. SHEET I N D E X DIRECT ISUUPERV SIIONING WAS PANDAR� B E OR DULY LCE SED/ ,,��. �OFxNEw, 5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR SHEET DESCRIPTION REGISTERED PROFESSIONAL NGI ER. 9'y'�P �10L. 6" .'PIxc� ?'M OY A " 5000 IS A TRADEMARK OF AUSIMONT, USA. 1 OF 8 SPECIFICATIONS, SHEET INDEX, & PLOT PLAN (RONALD L. SUTT N, P.E. �� 'K 2, e 2 OF 8 COLUMN PLAN DATE: IZ , o4 •o RED: # : S 11 l 3s • k.y��9• E *SNOW LOAD CALCULATIONS 3 OF 8 ACCESSIBILITY REQUIREMENTS A+ro�",AFssaronoA CS2x4FK 10-00 Ps = D.7 x Ce x I x P9 x Ct x Cs 4 OF 8 ELEVATIONS Ce = SNOW EXPOSURE FACTOR = 1.000 I = IMPORTANCE FACTOR = 1.0 5 OF 8 SECTION, DETAIL, & FASTENING SCHEDULES 8 Pg = GROUND SNOW LOAD = 45 P.S.F. 6 OF 8 SECTIONS & DETAILS Ct = THERMAL FACTOR = 1.2 I. SCALE: AS NOTED Cs = ROOF SLOPE FACTOR = 0.94 7 OF 8 TRUSS BRACING LAYOUT & DETAILS SHEET NO. Ps = OJ x 1.0 x 1,0 x 45 x 1.2 x 0.94 = 35.5 psf 8 OF 8 TRUSS DRAWING & DETAIL 1 of 8 OFFICE: CUTCHOGUE, NY JOB NO. 128-0717 N N < Y \ N 00 \ p p O O O p O a C . O :su`�i Ln V a 12'-0" 12,4" 12'_0" 7'-6" T-4 1/2" N 1'-10 1/2" 2'-0' Y-2 1/4" 2'-9 3/4" 1'-0" VENTED M — SIDEWALL OVERHANGS Z'-0" NON-VENTEDFNOWALO w 2'-0" L OVERHANGS z 41 ^„ 3 � 20"m D" 0"m „ 22"m 20"m z0 m zo m s 41 -9 z w s"m O 0 0 v 0 0 o c� G G C T � _ Z m 6 s a. s _ 34'-101/2" — 18 m 18°0 34'-101/7 i LAJ Li 27'-10 1/2" — 18"m 18 110> T — 27'-10 1/2" B B p A 6 6 < B — ^ Z z 20'-101/2" n — --� 18"m 20'-101/2" i, `e. 7'X7' U o z U 'oi BATH _ F 8 m — — a 13'-1D 1/2' — X18 m 13'-10 1/2' W a J o O m r LL V 14'x15' �J I 1 '18'0 OFFICE 18" 6'-101/2" 0 FQ Z 6'-101/2" – T A \ �, 5 0 p V � „m20"m /0 18"\ 0"m 20m ` m -D" 0„ 20"mA 20"0 T — 5 — — T — — — — T — — I — — T Z m 4( A 7,_41/2• 7'-6" 7'4" 7'-6” 7'-6" 7'-6" 7'-6" 7'_41/2„ NOTES; I . 1 1,) INTERIOR WALKDOORS, FIXTURES, AND Q FINISHES ARE NOT BY MORTON BUILDINGS, INC. 0 z OR MORTON BUILDINGS' SUBCONTRACTORS, AND Q = 'oi ARE THE OWNERS' RESPONSIBILITY. 1 x 1 w r m 2.) 2"x6" & 2x4" STUDWALLS ARE NOT BY =J LCA MORTON BUILDINGS, INC. OR MORTON BUILDINGS' J N SUBCONTRACTORS, AND ARE THE OWNERS' COLUMN PLAN RESPONSIBILITY. Q o COLUMN PLAN LEGEND 2' 8' o - 3-2"x6" LAMINATED COLUMN LOCATION SCALE: 1' DRAWN 87': TR 885 ■ - HEADERED TRUSS LOCATION 4' 16' DATE: 12/1/03 - (2) PAIR 4"x4" CORNER PROTECTORS CHECKED BY: A- 81M BASE ANCHORS z�1 42' S.C. TRUSSES ® 7'-6" O.C. TYPICAL DATE: - CONTINUOUS 2"x4" LOWER CHORD TRUSS TIES 0 3'-6" AND 2"x6" DIAGONAL END D O O R S C H E D U L E REVISED DATE: BRACES APPROXIMATELY 7'-0" O,C. TYPICAL SYMBOL DTY. DOUR SIZE SME FRAME TYPE GLAZING- SIZE & TYPE CLOSER HARDWARE REMARKS Q- CONTINUE OVERHEAD DOOR HEADER THROUGH 1 1 3069 9100 ALUMINUM 22x36 INSULATED CLOSER LOCKSET BRASS HINGES 9-LITE FLAT SLAB REVISED DATE: THIS BAY i 3 12x12 OND STEEL I NA I N I NA 4 x4 JAMB PROTECTORS REVISED DATE: O 7/16" O,B SHEARWALL (SEE PAGE 8 OF 8 FOR REVISED DATE: 18"m- 8" THICK READI-MIX CONCRETE PAD, PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN NN>N'°1Opju/�y SETTING. �— WINDOW SCHEDULE �eOF .New y0 20'0- 8" THICK READI-MIX CONCRETE PAD, SYMBOL Ott. UNIT SIZE MANUFACTURER TYPE GLAZING REMARKS , '0 L. 8 "9,8y PLACE A MINIMUM OF 8' READI-MIX J� q 4030 HAYFIELD SIJDING INSULATING GLASS LDUVERED SHUTTERS CONCRETE AROUND COLUMNS WHEN _ SETTING, o 22'0- 9" THICK READI-MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI-MIX CONCRETE AROUND COLUMNS WHEN SETTING. ROUGH OPENING SCHEDULE 12 ' " UNIT SYMBOL WIDTH HEIGHT FROM LEGEND O 13Z 3 4" BO 3 4" m 52 1 4" 33 5 8" SCALE: AS NOTED SHEET NO.. 2 OF 8 OFFICE: CUTCHOGUE, NY JOB N0, 12e-D7n 12" MAX. 7'-0" 42" MIN. 36" 12" 12" 12� o L� r -------- -- - GRAB BARS GRAB BAR 1p T.P. HOLDER n tP (3'-0" LONG) T P OF SEAT z ~ WATER g O w LOSE n n WATER CLOSET rn z i m z / 18" TO 36" o L� x �� SIDE ELEVATION FRONT ELEVATION i i 1� OF WATER CLOSET 1 0 FLOOR MOUNTED W Z Z ., Z CD Y o MIRROR z Z F LAVATORY U � ' RESTROOM CLEARANCE LAYOUT LLJ �- O V SCALE: 1/2" = 1'-O" �� z z > i W I . 1 J Z o Z y O TD N N �/ s 11 2"11 2° * NOTE: 6" MAX. �j 8" MIN. BARRIER FREE RESTROOMS SHALL BE IDENTIFIED WITH Z x INTERNATIONAL SYMBOL OF COMPLIANCE AND A TACTILE SIGN. 17" MIN. �� m o THE SYMBOL OF COMPLIANCE SHALL BE LOCATED BETWEEN 60" & 96" AFF. THE TACTILE SIGN SHALL BE MOUNTED 60" SIDE ELEVATION GRAB BAR �� Id i a AFF ADJACENT TO THE LATCH SIDE OF THE DDDR. OF LAVATORY SECTION Q WALKDOOR THRESHOLD W/ i EXPANSION JOINT BEVEL LESS THAN 2: 1 SLOPE ACCESSIBLE 6X6-10/10 WWM VINYL SILL COVER W a PARKING GRADE 21/8"x1/2"x1" ALUMINUM ANGLE vi ® SLOPE GRADE AWAY FROM 4" CONC. FLOOR Q o WALKDOOR LANDING ® 2% I� MIN. FOR A DISTANCE OF 5' PERMIT ONLY "VAN ACCESSIBLE" OR STANDING $100.00 rleE CONCRETE LANDING—/ •••• ••••• PERIMETER INS. PARKING IDENTIFICATION SIGN (SLOPE O 2%) 2-2x4 BLOCK (TREATED) ANCHORED WHEELSTOP DRAWN BY: TR 885 AN #4 CONT. REPAIR AROUND • AT EACH SPACE REQUIRED AT ACCESSIBLE PERIMETER OF BUILDING o DATE: 12/1/03 VAN ACCESSIBLE .•4 ACCESSIBLE ROUTE CHECKED BY: SPACES. 4" BASE OF FIRMLY COMPACTED COARSE SAND, O O DATE: GRAVEL OR CRUSHED ROCK REVISED DATE: REVISED DATE: � q z Ncj REVISED DATE: PAINTED CHANNELSTEEL z NOTES: LANDING THRESHOLD DETAIL aw REVISED DATE; 1.) ALL DOORS REQUIRED TO BE ACCESSIBLE FOR WALKDOOR `� & SHALL BE PROVIDED WITH LEVER �I HANDLES OR PUSH/PULL HARDWARE. N unoum 2.) ACES SHALL CONFORM TO A117.1. ��pF NEWwkp 3.) ACCESSIBLE ROUTES SHALL BE BY HARD, FIRM Yp AND SLIP RESISTANT SURFACES AND SHALL HAVE 3 h~ yp L' SGS• "F SLOPES OF LESS THAN 1: 20. •a 2 FINISH GRADE 8'-0" MIN, 8'-0" MIN. tx ••� ( Z', ss' "0 3 24'-O" MIN. ACCESSIBLE PARKING SIGN ACCESSIBILITY REQUIREMENTS ACCESSIBLE PARKING *NOTE: ONE SPACE MAY BE OMITTED SPACE DETAIL WHEN ONLY ONE STALL IS REQUIRED, SCALE: AS NOTED REGULAR SHEET NO. 3 OF 8 OFFICE: CUTCHOGUE. NY JOB NO. 128-0717 4'-2 3/8" 4'-2 3/8" (ZONE 2 & 3) ZONE 2 (ZONE 2 & 3) p ZONE 17 VENT—A—RIDGE U a I ZONE 3--;, N ZONE 2— ZONE ZONE 3 O w m 5" O.G. GUTTERS Q/ � Z HI-RIB STEEL w T#21 CORNER TRIM 0 L7 a Z T#167 TRANSITION TRIM HI—RIB STEEL WAINSCOT T#21 CORNER TRIM 1 . 1 .. T#167 BASE TRIM 1 . 1 W 'L^ 4'-2 3/8" 55'-9 5/8" (ZONE 4) 4'-2 3/8" 1 (ZONE 5) (ZONE 5) L NORTHEAST ELEVATION s z Z CD 4'-2 3/8" 4'-2 3/8" z Z 011I (ZONE 2 & 3) (ZONE 2 & 3) 12 T#16 GABLE TRIM } 12 T#16 GABLE TRIM LTJ 4'-2 3/B" 4� 4'-2 3/8" 4 —1 (ZONE 2 & 3) (ZONE 2 & 3) L1J I,. V 0 HI-RIB STEEL HI-RIB STEEL T#21 CORNER TRIM T#21 CORNER TRIM Q o x T#167 TRANSITION TRIM T#767 TRANSITION TRIM " m HI-RIB STEEL WAINSCOT ' ' " ' HI-RIB STEEL WAINSCOT T#21 CORNER TRIM T#21 CORNER TRIM 0 T#167 BASE TRIM T#167 BASE TRIM d 4'-2 3/8" 33'-7 1/4" (ZONE 4) 1 4'-2 3/8" 4'-2 3/8" 33'-7 1/4" (ZONE 4) 4'-2 3/8" (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) w NORTHWEST ELEVATION SOUTHEAST ELEVATION Q � 4'-2 3/8" 4'-2 3/8" (ZONE 2 & 3) ZONE 2 (ZONE 2 & 3) ZONE 1 VENT—A—RIDGE ZONE 3 IDRAWN BY: TR 885 ZONE 2 DATE: 12/1/03 CHECKED BY: ZONE 3 DATE: 5" O.G. GUTTERS REVISED DATE: REVISED DATE: HI—RIB STEEL REVISED DATE: T#21 CORNER TRIM REVISED DATE: RANSI H#-RIB TS EEL nON WAINSCIOT T#21 CORNER TRIMus`s14EW , T#167 BASE TRIM NEWle", 4'-2 3/8" 55'-9 5/8" (ZONE 4) 4'-2 3/8" (ZONE 5) (ZONE 5) :r F SOUTHWEST ELEVATION 1 ep 'Sn3 1nsnjs�nsesss 2' 8' SCALE: 7, 74- i6' SCALE: AS NOTED SHEET NO. 4 OF 8 r..;;, -.: �e- n .9 -^l�,w. �5. ,, r, .' �'s�9^ • r'}�fi`` ,y . . V wF"v"u4T'n t��"'fa„r: - �Lr„`.,�'..r - #8 x 3 1/2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS - - - - INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. �011 "111 mu"H HEAD FLASHING FINNED WINDOW 55" WIDE x 36" TALL7/16" O.S.B. PANEL SILL FLASHINGFINNED WINDOWSECTION DE x 36" TALL 7/16" O.S.B. PANEL FINNED WINDOW ELEVATION +� #8•x 3 1/2" WOOD SCREWS SPACED 55" WIDE x 36" TALL - " - - --= - - - AS SHOWN ABOVE TO AVOID DOOR - -7/16" O.S.B. PANEL INSTALLATION SCREWS WINDOW JAMB FLASHING 2x4 ROUGH FRAMING FINNED WINDOW JAMB DETAIL .5 0 o WINDBORNE DEBRIS PROTECTION - FINNED WINDOW` as 14 #8 x 3 1/2" WOOD SCREWS FASTENEDTHROUGH THE ALUMINUM DOOR SIDE JAMBS INTO THE 20-ROUGH FRAMING. -PRE-DRILLHOLES IN ALUMINUM DOOR JAMB TO ---- -- - _-- - - -,-- - - -- -ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIREDIN THE HEAD OR THE SILL. ' HEAD FLASHING HEAD FLASHING M N \ DOOR SLAB � 40" WIDE x 82 1/2" TALL r 7/16" O.S.B. PANEL n n 40" WIDE x 82 1/2" TALL 7/16" O.S.B. PANEL N n 1 9100 ELEVATION 9100 SECTION #8 x 3 1/2" WOOD SCREWS SPACED 40" WIDE x 82 1/2" TALL AS SHOWN ABOVE TO AVOID DOOR 7/16" O.S.B. PANEL INSTALLATION SCREWS ALUMINUM - DOOR JAMB 2x4 ROUGH FRAMING " 9100 JAMB DETAIL / ° 0 ` WINDBORNE DEBRIS PROTECTION - 9100 WALK DOOR � OFFICE: QQ FF2000 HI-RIB STEEL CUTCHOGUE NY (D2%4" PURLINS @ 24" O.C. JOB N0. (N0. 2 SPF) 128-0717 zoo :! 2"x4" BEV. PURUN ROOF STRUCTURE FASTENING SCHEDULE WIRE MESH FILLER STRIP 1 VENT-A-RIDGE TO RIDGE BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c. • a 2"x6' BEV. FASCIA o HCH 18 HURRICANE CLIP z RIDGE BASE TRIM TO 2 11 x4' PURLINS 0.135'" x 2-1/4' RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1--0' 5' O,G, GUTTERS 00 3 T#144 & 146 FASCIA TRIMI-RIB STEEL TO 2"x4" PURLINS ZONE 1 0,135" x 2-1/4" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" o.c.) C� 10 •CL 42' S.C.$ CTRUSS Qs a HI-RIB STEEL TO 2"x4" PURLINS (ZONE 2: 3) 0,135"x3 1/2" RUBBER WASHER RING SHANK GALVANIZED NAIL AT EVERY HI-RIB (1'-0" O.C,) N zo zt SOFFIT S 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1 ' TRU-GRIP SCREWS Q� HI-RIB/SOFFIT CAP (2) 1/2"x5 1/2" M. BOLTS & s 2'x4' PURLINS TO TRUSS 0.200 x 6 (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 8 20d R.S. NAILS 2°x6" OVERHANG NAILER z HCH18 CLIPS TO 2'x4" PURLINS (4) 0,131" (8d) x 1-1/2' RING SHANK NAILS O m e HCH18 CLIPS TO TRUSS (4 0.131' 8d) x 1-1/2' RING SHANK NAILS HI-RIB STEEL (KYNAR) is Q 30' STRAIGHT CHORD TRUSS TO COLUMN (3) 1/2"x5 1/2 MACHINE BOLTS V z O 0.177" x 4" (20d) RING SHANK NAILS Id z 0 3-2"x6" LAMINATED COLUMN L� a L (3) ROWS 2"x4" NAILERS is Q/ 2100f MSR SPF I 1 1 1/2"xi 1/2" VERTICAL BLOCKING 1 x 1 14'-0" AT COLUMN LOCATION 2"x4" PURLIN Z GRADE TO HEELW V T#167 TRANSITION TRIM 77 Tp 2"x6" NOTCHED NAILER a 7y Q li�r HI-RIB STEEL WAINSCOT (KYNAR) 60d R,S, NAIL x�2 z >z } 9 7/16" OSB PROTECTIVE LINER to �� Y - ' Q(5 USE HCH18 HURRICANE ANCHOR �� C v - T#167 BASE TRIM FASTEN TO TRUSS AND PURLIN z (1) ROW 2"x8" TREATED SPLASHBOARD @ (1/1/2" R Sx) 1 1/2" NAILS 20 ga. GALV. PURLIN CONNECTOR Q C_j 6" CONCRETE FLOOR TRUSS LLJ = j o\ � J ANCHOR 11 ��� W L) 1p I . 1 FINISH GRADE " ' - ^4" MINIMUM COMPACTED GRANULAR BASE* ° •: . W ~� 2 CONCRETE FLOOR NOTES 0 1.) REIN PSI, 5 1/2 BAG MIX CONCRETE. � " � 1..)j REINFORCING; 2 SAG W ON 3. SLOPE GRADE AWAY FROM BUILDING O 1• PER I�r FOOT FOR A MINIMUM DISTANCE OF 10' PLUS Q O OVERHANG WIDTH. 4.) 5 MIL POLYETHYLENE VAPOR RETARDER PLACED _ 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. (1) 09X1" TRU-GRIP SCREW ON L x (4) 46M BASE ANCHORS tG PEAK SIDE AND (2) ON EAVE `� 0 8" THICK READI-MIX CONCRETE PAD. SIDE OF PURLIN IN HOLES SHOWN DO 0 a, PLACE A MINIMUM OF 8" READI-MIX (JOINT MUST BE TIGHT BEFORE a CONCRETE AROUND COLUMNS WHEN FASTENING CLIPS) SETTING. Q ZD"0 2"x4" BUTTED PURLIN DETAIL C NOTE: S DEIA� n LL SECTION g — g ♦ OC IDENTIFIES ITEMS THAT ARE NOT �J a VVA A A PROVIDED BY MORTON BUILDINGS, INC. �J 120 MPH WIND SPEED (VSs) OR MORTON BUILDINGS' SUBCONTRACTORS SCALE: 1/2" = 1'-0" AND ARE THE OWNERS RESPONSIBILITY. o Q .- DRAWN BY: TR 885 WALL FRAMING FASTENING SCHEDULE DATE: 12/1/03 CHECKED BY: io 46M BASE ANCHOR TO COLUMN 1 777" x 2-1/2" STAINLESS STEEL NAILS (3) PER ANCHOR DATE: REVISED DATE: v 81M BASE ANCHOR TO COLUMN 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR (177- 2"x8" SPLASHBOARD TO COLUMN (4) 0.177" x 4" (20d) GALVANIZED RING SHANK NAILS 0 SPLICE/ _(370.1-77 x 4" (20d GALVANIZED RING SHANK NAILS STANDARD CONNECTION REVISED DATE: 13 276" NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) NAILS ® SPLICE/ (3) 0,148" x 3-1/2" (16d) NAILS ® STANDARD CONNECTION REVISED DATE: u 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.106 ' x 1-1/4" ASBESTOS SIDING NAILS REVISED DATE: Us 2"x4" NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS O SPLICE/ (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS 0 STANDARD CONNECTION D END TRUSS TO 2-2"x6" END COLUMN EXTENSIONS (8) 0,177" x 4"-720d) RING SHANK NAILS PURLIN ie HCHIBC IPS TO END TRUSS (4)00.1316„8d)d) 1-1/25 RING SHANKIPRE-DRILLED HOLE NAILSNEW iG HI-RIB STEEL TO NAILERS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0" o.C.) g`r•�•'� L SG�•9?- z0 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP +k ,0 A zi SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE Z• © 7/16" OSB SHEARWALL - • ,g-n'�°• FE OSB TO PERIMETER BLOCKS/ FRAMING 0.120" x 1-3/4" SMOOTH SHANK SHINGLE GUN NAILS @ 6" o.c. "• E6�A OSB TO INTERMEDIATE FRAMING 0.120" x 1-3/4" SMOOTH SHANK SHINGLE GUN NAILS O 6" o.c. n nneneo� BLOCKS TO COLUMNS 0.131" x 3-3/4" (20d) SMOOTH SHANK GUN NAILS O 6" o.c. SCALE: AS NOTED SHEET NO. 5 OF 8 OFFICE: CUTCHOGUE, NY 2"x4" PURLINS 0 24' O,C. (4) 2 1/4" R.W. OR JOB N0. 128-0717 2"x4" BLOCK BETWEEN PURLINS 16 IRS. NAILS T#16 GABLE TRIM 2"x6" BEV. FASCIA T#194 TRIM USPHCH18 / (1) 20d R.S. NAIL THROUGH • o SOFFIT / / STRAP k INTO BRACE SOFFIT HI-RIB CAP 2' END BRACE STRAP W/ PRE-PUNCHED HOLES 2 1/2"x5 1/2" M. BOLTS 1p KYNAR HI-RIB STEEL / / / / ( ) / (BEND TO FIT) wm 2-2"x6" E.C.E. / / 2"x6" DIAGONAL BRACING (3) 1 1/2" R.S. NAILS _ r 42' END TRUSS / FASTENED TO COLUMN W/ / — (4) i6d R.S, NAILS 62 -- -------__ O wm 2'x4' TIES V ---- ------------------------------ ---------- z z w ADDL. 2"x6" NAILER o 42' S.C. TRUSS V xa o Z (3) 2"x6" STUB COLUMN (1) 2"x10" HEADERS HEADER NAILING SCHEDULE Li.l (NO. 1 SYP) W HEADER STUB JAMB �^ (4) 2"x12" HEADERS MEMBER COLUMN COLUMN LLQ (N0. 1 SYP) EA. 2"x10" 6 6 V 2"x6" BLOCK T 124 EA. 2"x12" 8 8 s T# 129 O.H.D. Q 14'_p^ NOTE: 2"x2" BLOCK z z GRADE TO HEEL THIS SECTION IS THE SAME AS Nom_ SECTION A—A EXCEPT FOR THE 2"/f 151 ALUMASEAL 1. NUMBERS ABOVE ARE 20d R.S. NAILS y � T# 152 REQUIRED PER CONNECTION. U` ITEMS AS NOTED. T# 154 12'-3" 2, PRE—DRILL HEADERS AS REQUIRED z P= 2"x3" JAMB (BEYOND; GRADE TO BOTTOM TO PREVENT SPLITTING. BOTTOM 2' TREATED) OF 2.1 11 BLOCK 3, IF NUMBER OF NAILS REQUIRED FOR HEADER TO JAMB COLUMN CONNECTION u (3) 2"x6" JAMB COLUMN (BEYOND) IS EXCESSIVE TO CAUSE SPLITTING, W {O 2"x6" TRACK BLOCK (BEYOND; 1I THE EXCESS NAILS MAY BE INSTALLED BOTTOM 2p TREATED) IN HEADER SUPPORT BLOCKING, LLL I . 1 OHD HEADER SECTION C— C 0- c.)U FINISH GRADE Z p V m ' p.. 61 4a W D � (2) 46M BASE ANCHORS 2"x4" TRUSS TIE _ 8" THICK READI—MIX CONCRETE PAD. PLACE A MINIMUM OF 8" READI—MIX CONCRETE AROUND COLUMNS WHEN TO SETTING. J o 18"m II 60d R.S. NAIL ENDWALL SECTION B-B u / DATEN Y: 2/1/ 20 go. GALV. PURLIN CONNECTOR 03 120 M.P.H. WIND SPEED (Vas) TRUSS CHECKED BY; SCALE- 112" = V—D" ADDITIONAL 2"x6" NAILER � DATE: o• •� REVISED DATE: 2' LONG END ' •` BRACE STRAP REVISED DATE: (1) 20d R.S. NAIL THROUGH / REVISED DATE: STRAP INTO TIE & IREVISED DATE: (3) 1 1/2" R.S. NAILS THROUGH STRAP "� ���� (4) 2 1/4" R.W. NAILS i' (1) 09x1" TRU—GRIP SCREW ON PEAK SIDE AND (2) ON EAVE xabomnm�� 2"x4" TRUSS TIE SIDE OF PURLIN IN HOLES SHOWN #0,F NEW �. (JOINT MUST BE TIGHT BEFORE • O`T FASTENING CLIPS) S y lA' 2"x4" TRUSS TIE DETAIL e muuunnM TRUSS TIE TO ENDWALL DETAIL SCALE: AS NOTED SHEET N0. 6 of 8 OFFICE: CUTCHOGUE, NY JOB NO. 28-0717 cj o • I NN I w p� _ n O w — m V Z 2 _ O _ :O Z a 3 _ O W O = w Z � C7 CD P U < Wd Z 0 0 r%000 Q o m LAJ 0 Q m W w a DRAWN BY: TR 885 DATE: 12/1/03 CHECKED BY: DATE: TRUSS/BRACING LAYOUT REVISED DATE: REVISED DATE: SCALE' 1/4" = 1'-0" REVISED DATE: 1ILREVISED DATE: NOTE: FICH CLIPS TO BE USED ON FIRST TWO ROWS OF PURLINS FROM SIDEWALL, FIRST TWO ROWS FROM PEAK, AND AT PURLIN TO END TRUSS �MIIIIYIy Q- 42' S.C. TRUSSES @ 7'-6" O.C. TYPICAL �pP '! •'v N-60— Qz - CONTINUOUS 2"x4" LOWER CHORD TRUSS �, 'p L. GT �, TIES O 3'-6" G.C. TYPICAL (35- 2"x6" DIAGONAL END BRACES APPROXIMATELY _ * •p 7'-0" O.C. TYPICAL b.571°`b �bnuo�Elnl SCALE: AS NOTED SHEET NO. 7 OF 8 OFFICE: CUTCHOGUE, NY JOB N0, +NA,11LED " " OCK BETWEEN NAILERS 128—D717 LUMN W/ 20d GUN NAILS. LOWER CHORD OF . 7/16" OSB END TRUSS STD. 2"x4" BUILDING - - - - - - - - - - - - - - - - - -NAILERS — - - - - - - - - - - - - - - - - -I. 2"x6" VERTICAL BLOCKS ATLUMN COLUMN BETWEEN NAILERS w m •I- - - - - - - - - - - - - - I• n PERIMETER OF OSB SHEETS O wm NAILED W/ 1-3/4" SHINGLE - - —� GUN NAILS SPACED 6" O.C. Q� V o EXTRA NAILERS ADDED OSB NAILED TO INTERMEDIATE a BETWEEN STD. NAILERS •I— — _ _ — — , , — _ — — — — — — — SUPPORTS ED 1-3/4" SHINGLE GUN �• 7/16" OSB (MAX. SPACE TO BE 24") —'— = = —'— = = —'— = - - - - - -I NAILS SPACED 6" O.C. 2"x4" NAILERS �� i/ I ' 1 7LAMINATED COLUMN •�— _ — — — _ — —I' LAMINATED COLUMN I 1 .I- - - - - - - - -•- - - _ _ - - - -I. W OSB SHEARWALL SECTION 'I-- - - - - - - - - - - - - - - - �g r z Z Y z I— — — — — — — — — — — — — — — — — —I U 2"x4" PURLIN J- - - - - - - - - - - - - — —— - - I. _ �- F yz T5/4"x6" NAILER U ? y/ ,. - - - - - - - - - - - - - - - - - -I -J L� m ? 2"xB" TRTD. BASEBOARD W 1 1 J 60d R.S. NAIL /' - - _ - - - - - - - _ _ - -I 20 ga. GALV. PURLIN RL CONNECTOR Q o x U,` O OSB SHEARWALL ELEVATION V o Cly a W 0 (1) 09x1" TRU—GRIP SCREW ON 10x15 PL. Q N PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN 6j0- VJ a (JOINT MUST BE TIGHT BEFORE J FASTENING CLIPS) Q o r 2" x4" BUTTED PURLIN DETAIL ° "7 TRUSS SPACING 7'-6" G.C. SCALE I1t = 1'-0" 73' LIVE LOAD 36 PSF / 8\1�z" DEAD LOAD 4 PSF 1105 PL. CEILING LOAD — PSF FDRAWN BY: TR 885 TOTAL LOAD 40 PSF DATE: 12/1/03 8,3„ WEB #1 TC 12 CHECKED BY: 2"x4" WEB STIFFENER 4 DATE: TRUSS DESIGN SPECIFICATION: 2 3x5 PL. REVISED DATE: WEB Truss has been designed by computer using the Purdue # 2,• 16x9 PL, 18 GA. Plane Structure Analyzer IAW current standards and WEB #3 x70•• REVISED DATE: specifications of recognized engineering principles. 13x8 PL. 18 GA. REVISED DATE: Trusses are manufactured by Morton Buildings, Inc. 16x10 PL. WEB #4 REVISED DATE: LUMBER SPECIFICATION (1997 NDS for Wood Construction): 18 GA. Lower Chord -- 1950f — 1.5E MSR Southern Pine ,^: .:' •••• 11x11 PL 9x9 PL. .a,,. ,,... o.o,., ."a.ao, .... Top Chord -- 1950f — 1.5E MSR Southern Pine .___. ..... ,,, 000,a, __•_ • ••a��•• 2x4 15-1/2" nmr ..... ..... ..... .... oeao„ .......e.... Tap Chord --- No. 1 K,D. — 19 Southern Pine LOWER ClF 2"x6" �pF NEIymO.. Web Members -- No. 1 K.D. — 19 Southern Pine EMU 'C O�, TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): g* :y ASTM A-446, Grade A 20 Ga. and 18 Go. where noted, CAMBER AT 5'0-1/4" 12'2-13/16" 0 E galvanized steel Morton truss plates identified by a CENTERLINE 1-1/4" _ I $ hexagon stamped every 1-1/4" along the center of the plate, 20'10-1/2" 9, r RAFTER LENGTH 22'0-1/16" 42' LL S. C. TRUSS Webs are 2x4'5 SCALE: 1/2' = 1'-0" SCALE: AS NOTED SHEET NO. 8 DF 8