Loading...
HomeMy WebLinkAbout29496-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31172 Date: 09/26/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 4270 THE LONG WAY EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 • Lot 95 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2003 pursuant to which Building Permit No. 29496-Z dated JUNE 16, 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 SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARK A & CARLA HAYNES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0053 09/09/05 ELECTRICAL CERTIFICATE NO. 1207591 07/07/05 PLUMBERS CERTIFICATION DATED 05/10/05 THOMAS G. PEPE c tho zed gnature Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31173 Date: 09/26/05 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4270 THE LONG WAY EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 95 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2003 pursuant to which Building Permit No. 29496-Z dated JUNE 16, 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 ACCESSORY GARAGE IN THE FRONT YARD AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5527 DATED 6/3/04 . The certificate is issued to MARK A & CARLA HAYNES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1207591 07/07/05 PLUMBERS CERTIFICATION DATED N/A Au q iz Sig ture Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31174 Date: 09/26/05 THIS CERTIFIES that the building INGROUND SWIMMING POOL Location of Property: 4270 THE LONG WAY EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 30 Block 2 Lot 95 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2003 pursuant to which Building Permit No. 29496-Z dated JUNE 16, 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 ACCESSORY INGROUND SWIMMING POOL IN THE REQUIRED REAR YARD WITH FENCE TO CODE AS APPLIED FOR. The certificate is issued to MARK A & CARLA HAYNES (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1207591 07/07/05 PLUMBERS CERTIFICATION DATED N/A Autho ed igna re Rev. 1/81 ti Farm Na 6 TOWN OF SOUTHOLD jr BUILDING DEPARTMENT TO A �`Olin AUG 1 2 2005 L. APPLICATION FOR CERTIFICATE OF OCCUPA�iCY _ ,4s„ 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,properly 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 fiom 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)nonconforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and a 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. Jcx'f• 25 . ?m5 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 210 - C lAWlovr/�Y F2LSr t ��to>,1 fE-b5t_: 4 -NEBEPCU F4oP.n5 House No. Street Hamlet Owner or Owners of Property: MASK i C.ABL--a W&f E s Suffolk County Tax Map No 1000, Section Block 2 Lot �$ Subdivision FteStf SVhc,U F.eb�S Filed Map. Lot: C�Co Permit No. 2.°3 4(')Cn Dateof Permit. Applicant: 1-ltk TQ 5 9.4 - Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ •'74 .co G/ Applicant Signa k N3 ca 3li 1 � Foie No 6 - !- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOVWHALL 9AUG j 2 i_. APPLICATION FOR CERTMCATE 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 untaral 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 2110 of 1%lead. 5. Commercial building.industrial building,multiple residences and similar buildings and insmllauons,a certificate of Code Compliance fiom architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For exisdug buildings(prior to April 9,1957)son-conforming urea,or buildhW and"praeidstiog"land ryes: 1. Accurate survey of property showing all property lines,streets,building and unusual natant or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall stat: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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. �kt_`C• 2S . ?rb5 New Construction: X OM or Pre-existing Building: (check one) Location of Property: -*Z-lo -TUC LoWJ V/AY QmS-r ko!�%&t..] fMOLK BEACtI P,r.,e ,. House No. Street Hamlet Owner or Owners of Property: MetaK r Ca2t-s NA•t°t ES Suffolk County Tax Map No 1000, Section Block 2 Lot 5 Subdivision FteobL�E 151E-XAI F Vt .s Filed Map. Lot: Coca Permit No. 2�4 0)Co Date of Permit. Applicant: a - Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ '7S_o0 G Applicant SignutpriC QPM. L( 3 co � 311 73 _ FomNn6 TOWN OF SOUTHOLD ----'_ . BUILDING DEPARTMENT T7WNHALL 654892 AUG ! 2 200: APPLICATION FOR CERTIFICATE OF OCCUPANCY _ This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)nos-conforming uses,or buildings and"pre-existing^land user: 1. Accurate survey of property showing all property lines,streets,building and umrsual natural or topographic features. 2. A properly completed application and a 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 525.00,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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. �kx.t. 25 . 2m5 New Construction: X Old or Pre-existing Building: (check one) Location of Property: 42-10 -Tue LDW1e VapY pegs-r MAg%p..) MOLC SEAci FAe n House No. Street Hamlet Owner or Owners of Property: 1-1w2K i C.C ¢t_,s 11Lc4,E s Suffolk County Tax Map No 1000,Section '27a Block 2 Lot V)$ Subdivision Fb5RAF 51:Ca] F.oa�S Filed Map. Lot: Cdr Permit No. t"0)Co Date of Permit. Applicant: t.n oe be No`C iF-s lZ d, - Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check me) Fee Submitted:S '7S-o0 AppGcmt sigma 5O r3rL3rJL3rL3r P L3rL3 r�P �Pr�rJ�r�rJ�rJ@P t 1 rJ rJE�P cP rJ O BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 PECONIC ELECTRIC CORP MARK AND CARLA HAYNES 5 2195 STANLEY ROAD 4270 THE LONG WAY 5 5 MATTITUCK, NY 11952, EAST MARION, NY 11939 5 S e C5 Located at 4270 THE LONG WAY EAST MARION, NY 11939 5 Application Number: 1207591 Certificate Number: 1207591 e� 5�c Section: Block: Lot: 95 Building Permit: 29496-Z BDC: ns11 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S Basement, First Floor, new house&pool, Detached Garage,Outside, Pool/Spa, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 Sauthority having jurisdiction, and found to be in compliance therewith on the 7th Day of July,2005. 5 Name OTY Rate Rating Circuit Type 5 Miscellaneous 7 new house& pool 5 5 Alarm and Emergency Equipment 5 Sensor l 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke 5 5 Appliances and Accessories 5 5 Exhaust Fan 3 0 F.H.P. S 5 Hydro Massage Tub, Residential l 0 5 5 Range 1 0 40 Amps 5 5 Dish Washer l 0 1.2 KW 5 5 Furnace 1 0 Oil �S 5 Time Clock/Switch l 0 5 5 S Pool/Spa Bonding l 0 55+ Air Conditioner 1 0 60,000 BTU C 5 5 Wiring and Devices 5 Outlet 93 0 Fixture 5 Fixture 87 0 Incandescent seal 5 Fixture 6 0 Fluorescent 5 Continued on Next Page l of 2 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 o LPL �� �� v ° LpffiL3iiPLrL3L3rL3�C C LIA LnC.)7 LI�LIaCPC.ILLPLLPLPL rL31L3CP CPC. CPC.I�CPf�CnLI�CnLn LI�C.�C.I�CPLI�C� CPC.I7CPf� c0° 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 PECONIC ELECTRIC CORP MARK AND CARLA HAYNES2195 5 AY MATTITUCKEROAD NY 11952 , EAST MARION,4270 THE LONG I1939 7c 55 SS Located at 4270 THE LONG WAY EAST MARION, NY 11939 S S Application Number: 1207591 Certificate Number: 1207591 5 r5j Section: Block: Lot: 95 Building Permit: 29496-Z BDC: ns11 rrr5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: c5 Basement,First Floor,new house& pool,Detached Garage,Outside, PooUSpa, C� c� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 7th Day of July,2005. 5 Name OTY_ Rate Rating Circuit Type C 5 Outlet 62 0 General Purpose 5 5 rj Receptacle 39 0 General Purpose 5 Switch 32 0 General Purpose 5 5 Dimmers 5 0 5 Paddle Fan 3 0 5 5 5 Receptacle 1 0 20 amp Laundry 5 Receptacle I 0 30 amp Dryer r5i Receptacle 9 0 GFCI r+ 5 Switch 1 0 General Purpose 5 Receptacle 1 0 20 amp Pool/Spa rrr5 5 Receptacle 1 0 GFCI 5 Disconnect 1 0 60 amp Air Conditioner 5 5 Service 5 I Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: l 5 5 (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is adSeal le to have 5 5 frequent test and/or repairs made by a qualified person. ..5 2 of 2 n This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. �57j 5 5 • LPQPLLIL cPLrLrLr@fLrrJ�LI'cP lb.olwt,sao�sa tomo.e FM(63U766.1833 PA H01r 1179 V 400 Tdopmwool)lwlm SgN101tlr Nb+e Yaek 11971.a9y9 BUU DMQ DBPPAR7'NEW DO" OF 80ITP GM CERTIFICATION Date: O - o�5- Building Permit No. Owner: kJI�K A . -Ie'(rtl:5 (please print) Plumber- &- PEPC- (please print) I certify that the solder used in the water supply system contains less than 2110 of 1%lead. (Plumbers Signature) Sworn to before me this day of_M_A-� 200 Alp' '(Ieef fe 6' - Irr Yx No. 6G-862[F.7Q8 Qualified In W,,tcbs"ff e e 6 Notary Public, Expo WbWµm" County 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. 29496 Z Date JUNE 16, 2003 Permission is hereby granted to: MARK A & CARLA HAYNES 38 DURLAND DR LYNBROOK,NY 11563 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ACCY IN-GROUND POOL W/ FENCE TO CODE & ACCY GARAGE AS APPLIED FOR 3 COS REQUIRED SIMULTANIOUSL at premises located at 4270 THE LONG WAY EAST MARION County Tax Map No. 473889 Section 030 Block 0002 Lot No. 095 pursuant to application dated JUNE 3 , 2003 and approved by the Building Inspector to expire on DECEMBER 16, 2004 . f Fee $ 1, 393 . 80 ` Aut orized ignature ORIGINAL Rev. 5/8/02 �✓ r 6� ' s `�pgUFF04 • APPEALS BOARD MEMBERS O�' CO FREIVWSouthold Town Hall Ruth D.Oliva,Chairwoman � �„)53095 Main Road Gerard P. Goehringer ( C P.O. Box 1179 Lydia A.Tortora 9 Wthold,NY 11971-0959 Vincent Orlando ell(631)765-1809 James Dinizio,Jr. X01 l� �a �Q31)765-9064 Southold Town Clark htip://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 3, 2004 ZBA#5527—MARK and CARLA HAYNES Property Location: 4270 The Long Way, East Marion CTM #30-2-95 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 25,965 sq. ft. lot has 64.69 ft. frontage along the Long Way, 313.88 ft. along the northerly side line, 335.98 feet along the southerly line, and 80 feet along the easterly line. The property is Improved with new construction for a dwelling and accessory garage as shown on the October 8, 2003 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Building Department's September 12, 2003 Notice of Disapproval, citing Code Section 100-33 in its denial of a building permit application concerning an accessory garage proposed in a front yard area instead of the code-required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 20, 2004, 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 wishes to construct a new 12' x 18' accessory garage in a front yard area instead of the code required rear yard. A concrete foundation exists at 93.4 feet from the front lot line (at the Long Way), and 8 feet from the side property line, near the dwelling, as built. The applicants indicate that they poured the concrete foundation after 6/16/03 Building Permit #29496-Z was obtained. Apparently, the applicants were notified during the inspection of the concrete foundation that the Building Permit was issued in error. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The small, one-car 12 ft. by 18 ft. proposed accessory garage is 93+- feet from the front yard property line, well in excess of the 40 ft. code . Page 2-June 3,2004 • ZBA No.5527-Mark A.and Carla Hayne CTM 30.2.95 at East Marion requirement for principal structures. In addition, the design of the structure and natural landscaping will ensure that its placement Is In keeping with the surrounding neighborhood. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant received a building permit to construct the garage, and based upon that permit, proceeded to pour a concrete foundation. Upon inspection by the Building Inspector, it was determined that the permit was issued in error. The applicant has no other resource than a variance without incurring substantial costs to remove the foundation. 3. The variance granted herein is not substantial. 4. The alleged difficulty has not been self-created and is due to an error by the Building Department when it Issued a permit to construct the garage in the proposed location. 5. No evidence has been submitted to suggest that a variance in this community of single-family residences will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a detached, one-car garage,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. 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 Tortora, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the November 19, 2002 survey, amended October 8, 2003 by Peconic Surveyors, P.C. and diagrams dated 4/25/03 prepared by Mark Andrew Haynes, R.A. 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 Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5-0). � "— 1 a Ruth D. Oliva, Chairwom—an 6/24/04 Approved for Filing LEGAL NOTICE SOUTHOLD TOWN BOARD OF APPEALS THURSDAY, MAY 20,2004 PUBLIC HEARING NOTICE 13 HEREBY GIVEN, pursuant to Section 267 of the Town Law and Chapter 100 (Zoning), Code of the Town of Southold,the following public hearing will be held by the SOUTHOLD TOWN BOARD OF APPEALS at the Town Hall, 53095 Main Road, P.O. Boz 1179, Southold, New York 11971-0959, on THURSDAY. MAY 20, 2004at the times noted below: 10:15 AM MARK and CARLA HAYNES 05527. Request for a Variance under Section 10043 based on the Building Departmenra September 12, 2003 Notice of Disapproval concerning an accessory garage proposed in a yard defined as a front yard,rather than the code required rear yard,at 4270 The Long Way, East Marion; CTM 30-2-95. The Board of Appeals will hear all persons, or their representatives,desiring to be heard at each hearing, and/or desiring to submit written statements before the conclusion of each hearing. Each hearing will not start earlier than designated above. Files are available for review during regular business hours. If you have questions, please do not hesitate to call(631)765-1809. Dated: April 23,2004. BOARD OF APPEALS RUTH D.OLIVA,CHAIRWOMAN By Linda Kowalski MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK, N.Y. 11563 516-315-6953 Cell Z a' 516-887-3601 Office TRANSMITTAL Date: July 26, 2004 To: Building Inspector Company: Southold Building Department Town Hall Southold, N.Y. 11971 Fax No: 631-765-9502 Phone No. 631-765-1802 From: Mark A. Haynes R.A. Re: 4270 The Long Way East Marion N.Y. Permit No. 294% Rough Plumbing Inspection Dear Inspector: This letter shall serve as certification that Rough Phunbing at the above referenced project has been constructed under my supervision and meets or exceeds all applicable New York State Building Code requirements and all requirements indicated on drawings by Mark A Haynes Architect, DOB Approval date June 16, 2003. Entire system has been tested, and passed under load. All vents have been tested, and passed under a head of pressure. Please contact me with any questions. Thank you. !ED ARC, RE 'iJ, Very Truly Yours: N Mark A. Hayn .LA. 38 Durland Road i Lynbrook, N.Y. 11563 MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK,N.Y. 11563 516-315-6953 Cell 516-387-3601 Office TRANSMITTAL Date: July 26, 2004 To: Building Inspector Company: Southold Building Department Town Hall Southold, N.Y. 11971 Fax No: 631-765-9502 Phone No. 631-765-1802 From: Mark A. Haynes R.A. Re: 4270 The Long Way East Marion N.Y. Permit No. 294% Rough Framing Inspection Dear Inspector: This letter shall serve as certification that Rough Framing at the above referenced project has been constructed under my supervision and meets or exceeds all applicable New York State Building Code requirements and all requirements indicated on drawings by Mark A. Haynes Architect, DOB Approval date June 16, 2003. Please contact me with any questions. Thank you. PED Aq Very Truly Yours: �oREwA/I �5 Mark A. Ha es, A.I.A. ��9Tc� zss Q ypQ 38 Durland Road \CF NE`NA Lynbrook,N.Y. 11563 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY EMARKS: c ge DATE dl D INSPECTO '— v f M-1802 BUILDING DEPT. IN ECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE CE & HIMNEY EM S: 00014,4, CZ DATE �2- INSPECT M-1802 BUILDING DEPT. iNSPECT10 [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: `J �L oa DATE lill1la INSPE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE LL © INSPECTOR , 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ' [ UGH PLBG. [ J FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: --;.tj DATE a INSPECTOR "�j ol 7 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [/A ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S: A/O AC s � f �-- - � -. DATE INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION R MARKS: DATE "L - INSPECTOR M-1"2 BUILDING DEPT. INSPECTION [ ] UNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE7ACCHIMNEY RK DATE d"SPECTOR ✓'//��alu�i�LL�/� �i�� _ �� Lam✓. / -�aCL�iYL:r► I�U�/L�J��/ j.'� � 1 .vim • � �-.. �_ - �I�� INSULAncw .. N.Y.STATE ENERGY CODE �= M - �� WAM ..sem � _ _ , Jill _L 11111=11111 Jill, _ JIM WO TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓ SOUTHOLD, NY 11971 3 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval_T_ FAX: (631) 765-9502 �/C.r` Survey www. northfork.net/Southold/ PERMIT NO. `/ ( Check Septic Form N.Y.S.D.E.C. Trustees Examined 6 20 Contact: Approved ( L 203 Mail to: 1-t4OK/%. UA qw-s Disapproved a/c gg poo-aND ea%D l.rwa?oOK 1J.Y a5r&3 Phone: -iCc• (}81.3(001 11a►ec� Expiration � 20 ` �- yC0• �S ' C0">53 aet- Building Inspector APPLICATION FOR BUILDING PERMIIi ,I Date JWF '7 20� 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. E 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. (Signature 6f a icant or name,if a corporation) 3t3 bcrizla.b tom L-r(.Iwa*-- Q.Y. 157,93 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0-c im IS 1$ Ai-so A1-.W1Tic'Cq- Name of owner of premises a' CLIA, 1A&%T1.1E S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. T8� Plumbers License No. " Electricians License No. " Other Trade's License No. 1. Location of land on which proposed work will be done: 42-10 -rWE L.ow(� wo no N.Y. PEBBLE House Number Street Hamlet iODJ: r10 otr�r0 County Tax Map No. 1000 Section bio Block 2 , Lot-t 5 Subdivision Fej�atF e�EAc�p FzAekAs Filed Map No. (v Ux0 Lot G(0 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy N/bcAwr- LOT- b. Intended use and occupancy StnlVl� Fe►�tLY 41oNE 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work �I (Description) . 4. Estimated Cost 150,000.ev Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars t 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 G2�-O Rear C62 -0 Depth S(V -O Height 24' -v" e wie Number of Stories 1 9. Size of lot: Front 80' -O O. Rear 56- CP Depth 3:3G.0>6 - 10. Date of Purchase B I '1102 Name of Former Owner 40ST&b P<+�Jtac�Of�vtAS 11. Zone or use district in which premises are situated P- JrO 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 premises (:A eL& VxtV s Address 1-8 R RI.At4G fzodo Phone No. SK0 - eel 1-coo l Name of Architect u tees o. F"ew,_, jz.,&. Address S"l Phone No $&-dc Name of Contractor _Myn Address TSV Phone No. 16p 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 distances to property lines. ✓ eSw&,Z,t2D 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) 1"tti1:K being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above[tamed, (S)He is the -&C�MT / ovyVi 7Z (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 3 ¢fl day of J,_: E 2063 b OX&V Signa e.of Applicant UK*GK am I Om TOmlflar Wltn the J %ANUAHUS hUH APPHUVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth there%n and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION 7O THIS SURVEY IS A WCLATON OF SECTION 7209 OF THE NEW YARN STA 7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SLIBDIWSION 2. ALL CEP77ICAPONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA7URE APPEARS HEREON. Elevations referenced to an assumed datum. LOT 67 WATER) WATER) O, LLING Vol PUBU �� vnul+rs i o, •ae' N76� EL 42L SFT O 0 5.0' a � rL< O t0 5.0 v I t �D H -no" 1 5 _ 0 9J.�• c 2 0, 55 OT 67 576�0 30 W (VACANT) 'Mr 2 EL. �6• 7n ti AREA=25,965 S.F. lot numbers refer to "hI< Suffolk County Clerk's Of, E0/EB 39tld AM07VO GNtl NOS10HOIN 69SE65L9TST6 66:60 b00Z/90/TB BEScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:05/18/03 TITLE: Ahsenpink Bldg. I Dept- I Use I I Ceilings: [ ] 1. Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation I Comments: Insulation must achieve full height over the plate lines of exterior walls. I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-18.0 cavity insulation Comments: I Basement walls: [ 1 1. Basement Wall 1: Solid Concrete or Masonry,7.5'ht/7.0'bg/7.5'insul, R-10.0 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. I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with law-E,U-factor:0.400 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: I Doors: [ 1 I 1. Door 1: Glass,U-factor:0.400 Comments: I Floors: [ ] I 1. Floor 1: Slab-On-Grade:Unheated,3.0'insulation depth R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 3.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 3.0 ft. 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. [ 1 I 2. Floor 2: All-Wood JoisVfnus:Over Unconditioned Space,R-21.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1: Forced Hot Air, 78 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher Make and Motel Number I Air Leakage: [ 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. I l I Recessed lights must be 1)Tvne IC rated. or 2)installed inside an annronriate air-tiehr assembly Table 1: Minimum Insu[adan 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" UD 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 1: 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"t0 4" Heating Systems Low Presswerremperature 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) with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I I Vapor Retarder. [ 1 I Required on the warm-in-winter side of all non-vented Beamed ceilings,walls,and floors. I Materials Identification: [ 1 Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must be identified so that compliance can be determined. ( 1 I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insolation: [ 1 Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-g. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ 1 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). [ 1 I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ 1 I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I 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. I Service Water Heating: [ ] I 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. [ ] I Insulate circulating hot water pipes to the levels in Table I. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ 1 I 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK, N.Y. 11563 L -, .. 516-315-6953 Cell 516-887-3601 Office TRANSMITTAL Date: July 26, 2005 To: Examiner Company: Southold Building Department Town Hall Southold, N.Y. 11971 Fax: 631-765-9502 Phone No.: 631-765-1802 From: Mark A. Haynes, R.A. Re: Permit No. 29496 4270 The Long Way East Marion, N.Y. Pebble Beach Farms Dear Examiners: The above referenced property has been designed to exceed the provisions of the AF&PA Wood Frame Construction Manual for One and Two Family Dwellings, SBC High Wind Edition. Thank you again for all your help. SPED Aqc Mark A. Haynes, R.A. �O��Q PNoaewN4 yij� l k N 02 % 0 OF NE � \ »\ ,! AUG%Gi23s � \ } � 4a.( _ an,AUG 12 2M0% Ait,._ If C � ' .gyp ; q AUS 2 2005 -7- DI DI D i pv E U11' AUG 1 2 20 `(�+ TOWN ^;f SOUTP ^ D S 0 Town Hall,53095 Main Road 41 Fax(631)765-9502 P.O. Box 1179 CO2 zkc Telephone(631) 765-1802 Southold,New York 11971-0959 COU0, BUILDING DEPARTMENT TOWN OF SOUTHOLD August 24, 2005 Mark Haynes 38 Durland Rd Lynbrook, NY 11563-4209 RE: 4270 The Long Way, East Marion TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) No Underwriters Certificate on file. The check is (not on file) $25.00 No Health Department approval on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/1/84) BUILDINGPERMIT: aqqq (o z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. ` MARK A. HAYNES ARCHITECT 2 2 2005 138 DURLAND ROAD LYNBROOK,N.Y. 11563 (_ ! 1 516-315-6953 Cell I T 516-887-3601 Office LD TRANSMITTAL Date: September 16, 2005 To: Ms. Pat Conklin Company: Southold Building Department Town Hall Southold, N.Y. 11971 Fax: 631-765-9502 Phone No.: 631-765-1802 From: Mark A. Haynes, R.A. Re: Permit No. 29496 4270 The Long Way East Marion,N.Y. Pebble Beach Farms Final CO Application Dear Pat: Enclosed please find"Suffolk County Department of Health Services Approval of Constructed Works" on final survey drawing. Approval date September 9, 2005. I have enclosed original and three copies. I believe this completes our submission. Please process final CO as soon as practical. Thank you again for all your help. Mark A. Haynes, RA. MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK,N.Y. 11563 516-315-6953 Cell 516487-3601 Office TRANSMITTAL Date: October 21,2003 To: Damon Company: Southold Building Department Town Hall Southold,N.Y. 11971 R- FAaEP �/�'6�- Fax No: 631-765-9502 Phone No. 631-765-1802 From: Mark A.Haynes RA. Re: AHSENPINK 4270 The Long Way East Marion N.Y. Dear Damon: Attached please find copy of Poconic Surveyors Inundation location survey of above referenced project. All setbacks adhere to approved dmwmgs. I will mail origmal copy to your attention asap. _--- -- ---\ We will proceed with main house only as Garage wiR be kept on hold unU1 ou ariance hearing r...,tx4 me voRh 8ny1111e' '^•.�,.4��--'t}S.fr953�'Thanks again for all your help. Mark A. Haynes,R.A. £0/T0 39Vd AMO-Ili9 (INV NOS-10HOIN 699£6919T5T6 6£:60 b00L/90/T0 INSTRUCTIONS FOR FINAL APPROVAL OF CONSTRUCTED SYSTEMS It is the applicant's responsibility to call the Department to arrange inspections of the sewage disposal system and water supply facilities prior to backfilling. These include inspections of the soil excavation for the sewage disposal system, when required, and inspections of the water supply well, well lateral,public water supply line,disposal system,piping and final grading. Other inspections may be required. Following satisfactory construction and inspections: 1. The applicant must submit 4 prints of an as-built plan (up to and including 11"x17"), by a licensed design professional, of the subject property showing the following: a. the lot location and metes/bounds description; b. the lot number(s) and the name of the subdivision, if applicable; c. permanent structures(i.e., buildings, driveways, walkways, swimming pools, decks, retaining walls,etc.); d. the exact location of the private well and lateral, if applicable(give at least 2 dimensions measured from the corners of the building to the well); e. the exact location of the public water line, if applicable; f. the exact location of the septic tank and leaching pool(s), if applicable (give at least 2 dimensions measured from the corners of the building to the covers of the septic tank and each leaching pool); g. the exact location of the sewer line from the dwelling to the street; if applicable; and h. have a clear area at least 3" x 5" for the Department's approval stamp. 2. If a subsurface sewage disposal system has been installed, the applicant must submit a certificate from a licensed sewage disposal installer, attesting that the system has been constructed according to the criteria of the Department. 3. If a well has been installed as the potable water supply, then the applicant must submit a well water analysis completed within one (1) year by a certified lab, and a well driller's certificate completed by a licensed well driller. If the well or water quality does not conform to standards, corrective measures will be required as described in the Department's "Private Water System Standards." Please note: water treatment units may not be installed without prior approval of the Department. 4. If public sewers are utilized for the dwelling, the applicant must also submit one (1) copy of the sewer line inspection approval from the sewer district. In districts operated by Suffolk County, one (1)original of Form S-9,duly executed by the Suffolk County Department of Public Works,and one(1)copy of a Suffolk County Department of Public Works field sketch are required. 5. In public water is utilized, a tap letter from the appropriate water district indicating that service has been completed to the dwelling will be required. 6. In certain cases, the applicant will be required to submit a certification from a licensed design professional, attesting that all components of the sewage disposal system, retaining wall or sewage collection system have been properly inspected and constructed according to the approved plans and permit conditions. Refer to"Certification of Constructed Works" (Form WWM-073). 7. The applicant must submit a"Certificate of Carbon Monoxide Alarm Installation," (Form WWM-075). HEALTH DEPARTMENT REFERENCE NUMBER MUST BE ON ALL CORRESPONDENCE OR DOCUMENTS SUBMITTED. SUBMIT ALL NECESSARY FINAL PAPERS AT THE SAME TIME. PHOTOCOPIES OF DOCUMENTS WILL NOT BE ACCEPTED. WWM-058 (Rev. 7/02) PAGE 2 OF 2 18-0380..9/02 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/07/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Haynes, Mark A. 38 Durland Rd Lynbrook, NY 11563 Clerk ID: JOYCEW Internal ID:74500 MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK, N.Y. 11563 516-315-6953 Cell 516-887-3601 Office TRANSMITTAL Date: June 3, 2003 To: Examiner Company: Southold Building Department Town Hall Southold, N.Y. 11971 Fax: 631-765-9502 Phone No.: 631-765-1802 From: Mark A. Haynes, R.A. Re: AHSENPINK 4270 The Long Way East Marion, N.Y. Pebble Beach Farms Dear Examiner: Attached please find the following documents as part of my application for Building Permit on above referenced project. Drawings, Calculations and truss part sheets have been submitted in triplicate. • Application for Building Permit signed and notarized. • Southold septic application receipt. • Suffolk County Department of Health sewage disposal system permit ref. #R10-03-0053. • Peconic Surveyors site survey signed& sealed. • Architectural Building plans A-1 thru A-16 by Mark A. Haynes R.A. All sheets signed and sealed. • Michelle Noris P.E. calculation sheets, Main House 1- 4, 1-11 and Garage 1-3, signed and sealed. • PDJ truss design/fabrication sheets 8.5" x 11" (65 pages) certified. • Personal check for application fee. Please contact me with any questions. Thank you. Mark A. Haynes, R.A. M r MARK A. HAYNES ARCHITECT JAN T M 38 DURLAND ROAD LYNBROOK, N.Y. 11563 516-315-6953 Cell 516-887-3601 Office TRANSMITTAL Date: October 21, 2003 To: Damon Company: Southold Building Department Town Hall j Southold,N.Y. 11971Fax No: 631-765-9502 11 Phone No. 631-765-1802 From: Mark A. Haynes R.A. Re: AHSENPINK 4270 The Long Way East Marion N.Y. Dear Damon: Attached please fns copy of Peconic Surveyors foundation location survey of above referenced project. All setbacks adhere to approved drawings. I will mail original copy to your attention asap. We will proceed with main house only as agreed. Garage will be kept on hold until outcome of Variance hearing. Please contact me with any questions, 516-315-6953. Thanks again for all your help. Mark A. Haynes,R.A. TOWN OF SOUTHOLD PROPERTY RECORD CARD 37 Kk - (- /Lq La ±1a yrV S STREET 0 VILLAGE DIST. SUB. LOT 6 r.. 1�/a t� o / ono 7` ar^ �on P / �,,, otic J/v(J, FOWER OWNER Tosr�! frost N v e TDu l�ro51' � �hrisDrnRllE ,S � 6 ',t�✓r//'rd �3 CLQ✓!hG— 1 r,Sa w1 F { S S W TYPE OF BUILDING ornap,le,S ;LAND SEAS. VL. �, FARM COMM. CB. MICS. Mkt. Value IMP. TOTAL DATEE REMARKS 04 6 ad 76 9/ g SoL / doo, ICbI�LE r 6 l� fL RfACIf T V. C.'!�RlSoroALLr(1ts Pez s�/7z l - L 11344 - 0, Ct S � L' (nr�so �r s ✓rsvrnG// des fv Frcut a -7 111 pi4 -LI ✓osf Lhr to -L 5�Z - rr G - Ch�✓s� S s N G Z d. yv 8 n a o -Ln _�las fn a�/ �s illable FRONTAGE ON WATER ✓oodland FRONTAGE ON ROAD leadowland DEPTH louse Plot BULKHEAD otal p�G 2�c`n5 MARK A. HAYNES " ARCHITECT 3806LAND ROAD LYNBROOK,N.Y. 11563 - 516-315-6953 Cell 516-887-3601 Office TRANSMITTAL Date: July 26, 2005 To: Ms. Pat Conklin Company: Southold Building Department Town Hall Southold, N.Y. 11971 Fax: 631-765-9502 Phone No.: 631-765-1802 From: Mark A. Haynes, R.A. Re: Permit No. 294% 4270 The Lour Way East Marion,N.Y. Pebble Beach Farms Final CO Application Dear Pat: Enclosed please find Final CO Application for above referenced property. We have attached the following documents: I. Application For Certificate of Occupancy. 2. Underwriters Approval form. 3. Solder Certification. 4. Personal check for$75.00 Fee. 5. Photographs of final inspection items completed. Please give these to Mr. Fish for his review. I am available at his convenience for a final review if necessary. 6. Signed and sealed letter from my office confirming that structure has been designed using the provisions of AF& PA Wood Frame Construction Manual for One and Two Family Dwellings, SBC High Wind Edition. Health Department paperwork has been submitted and we are awaiting their approval. Thank you again for all your help. Mark A. Haynes, R.A. /'/ `Z MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK,N.Y. 11563 516-315-6953 Cell 516-812-3912 Office TRANSMITTAL Date: December 16,2004 To: Pat Conklin Company: Southold Budding Department Town Hall Southold,N.Y. 11971 Fax No: 631-765-9502 Phone No. 631-765-1802 From: Mark A. Haynes RA. Re: 4270 The Long Way East Marion N.Y. Permit No.29496 Permit Extension Dear Pat: Please consider this an official written request for a six month extension on Building permit number 29496 for property located at 4270 The Long Way East Marion. I believe this extends permit until June 16, 2005. Thank you for your help and please contact me with any questions. Please note office phone number change. Very Truly Yours: Mark A. H A.I.A./ 38 Durland oad Lynbrook, N.Y. 11563 I 'd 2E29-9GE-2T2 sauRQHMJRW QL2 :GT 40 9T "a I e1n fltpreNJor with the STAtyQARf7S FDR APPROVAL N gyp CONSV?tlCA'ON OF S FAC£ SEWAGE , JR p� V�' DanW L SYS"S FDA' SSE FAAIIL Y RESKa£NCES A r and WM abide by Ehe cond/tions eat forth therein and on the 1 J AV WX pwmtt to aonstmet. row �a shown hereen oro u .�rii, "' • Th* 1watian of welts and cesspools x 1 ii from w observations end or from data obtained from others. a AGN t0 "S Stl11EY IS A � Seryl". 1'�4O' ANY ALIERAAGN mt AOO STA7E EbUli� , Mw. M � ben+a�nr OF n4Lr WW 11CW 72as-9 W 511A t. ALL caav* O W 13, 9WE ( pop. Ass. 1 �W AIS WIkD fGYP AItS WP ANO G10NE�SM � TIE S1IRUEYI>l� . a � JAIk 17, ZE►03 w7t ett I SAIb >ilAt f�G►l[S AtE yD to FEB. 5, 2003 1 Prop. hse. 1 r n AvpEA+rs fir. T 6WATER) 3,a8 1 Elevations referenced to on assumed datumLO • TMP C INS VAgr 'DOLL' o du' 5° no .s.` a w� ^ UM/7IE5.., EL _ w' ^ - S SS•� 1 t3� EL {B.J' - C m �1' ✓ti_ w .� - s b }j6. _� a sBgvlcu t d` gLrFOLIt , n UCnONVOIRA {e �.fS '`- ' � �, %�:-1..�e Ei 'CONb"C ONLY G1�+ IDENCE t x0 w 'tl - 9 �2NOLE'tia: 3. p053 LOT �Jg�B'30 W (dACA6 DATE ,' ad APPRO of BEDROOMS o FOR CII`lUM iNSPECnON EQUIYEARSFROMDA M OF APPROVAL - 1 B�tCAVFOR $A1'fARY SYSTEM �E � 1/ HEIU TH DEPARTMENT O m f D J M V7 NEW y0� MET ¢ . LIC. N0. - EC P.C. (631) 76 - FAX (631) 765-179 P.O. BOX 909 e�q 1230 TRAVELER STREET' Lv—�W AREA=25,965 S.F. lot numbers refer to "Mo}f o/ Pebble Beach Forms" filed in the SOUT,HOLD, N. Y. 11971 V+G Suffolk County Clerk's Off*e on June 11, 1975 os File No. 6266 i I ; to - �?0PE�1' LII•IES I I-g LOT- cp C c-27 C05 12AI 201 peoPOSED IN C�POIJN�- PmL 51 fElzl IoNG� t - '1 co ------ ----i 10 1 I g _ fi A cF I M Ln I - 13 PhvPO��p 1 STAY REVISI FLjAILIK 239ost It-J I5r I'L- EL. 53.5' _ . IsSUE gu — �eY Pl1ELLI1� 1 Alr' Sin C 5Y5rEm 2 IC? SIrE(phf2�GT0� To cuEa2 OW PROJE —' 61 !-:EI'rIC. CIZE/� A i PP-oPo � cRU� I AN _ sroNe DPf /S P NS I i 4210' EAST I �ISTi� T > PNP `Tari To ciic�c . urs cacu am familiar with the STANDARDS FOR APPROVAL .ND CONS7RUCTION OF SUBSURFACE SEWAGE N WSPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES t�f qr Ind will abide by the conditions set forth therein. and on the a7fD C*�ir OF PLiVPJ / omit to construct. w7V�i �r ��rlr AT EAST he location of wells and cesspools shown hereon are ge/stiT1V OF C�y�rrr�i1Yfr n am field observations and or from data obtained from others. v frVV7I�I77/N y►L'/^y��31t✓r,W�L/rLVZOLD VY AL IPAJXAV OR AO0 n(W IV WS SURYFY IS A Na.A77ON Z SUFFOLK COUNTY,i j N. .( . SM MW 7209 OF 7W MEW KW 3TA7E EDUCATION LAN: WT AS PER SECAW 71b9-VJWWS*V 2 ALL CkWW7CA7KWS 1 *MM ARE VALIV FAR 1iM5 AAM Ano OWES n+Mor' QYLY AF SC Lr 1'9040' 40 MAP dr OAWS NEAR 7W IA VESSED SEAL OF TW SURWYOR MDSE SWARM TUBE APPEARS HEREON. 91-- � � � r.I32O02 ! prop. hss. i =levations referenced to an assumed datum. PU JM17, ?003 wises/ LST 67 to SUC w�,(ER) 313.88 FEB. 5, 2003 ( prop. hse. I 1 I VA p ?_ (O 'o $0, n 9r 3O•E N76-28 ' fr LOT 66 a r 1! u J Q w ! 1 IZ3' pXy 40' LOT 65 Id I 0. b.6 # a. a&o• I � N - g���p t.aar•� 4,p� N. Y 5: !C. NO. 4ff 1 S. �. . (631 41%545 eF 31) 765-1797 AREA=25,965 S.F. P'D' Lot numbers refer to iNop of Pebble Beech Forms" filed in the 1230 ET 1 r� s�q Suffolk County Clerk's Offte on June 11, 1975 as File No. 6266 SOUTNOLD, N. Y. 11971 0.G—cJ4J5 0.4 _7amilior with the STANDARDS FOR APPROVAL IcCONSTRUCTION OF SUBSURFACE SEWAGE APOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES d will abide by the conditions set forth therein and on the rmit to construct. SURVEY OF PROPERTY ® Ia of Wells end cesspools shown hereon ore TOWN OF SOU'THOLD ,am field o A T EAST MARION observations and or from data obtained from others. ,.,, lY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA 710N , Z SUFFOLK COUNTY, N. Y. SEC 770h 7209 OF THE NEW YORK STATE EDUCATION LAW. c CEPT AS PER SEC77ON 7209-SU601WSIOIV 2. ALL CER77FICATIONS C O 1000-30-02-95 -REON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1 QSCALE: 1�=4�� ID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR -40S£ SIGNATURE APPEARS HEREON, 556' Z n NOV. 19, 2002 'evotions referenced to on assumed detum. EL spm ) 0 D DEC. 13, 2002 (PROP. HSE.) LOT 67 O WATER) g8, 5E' w f, JAN. 17, 2003 (SPIKES SET) OWELL,NG PUBS 3�3' C Ln m FEB. 5, 2003 (PROP. HSE.) OCT. 8, 2003 (FNDTN. LOC.) ( A v 33'E I� Nj6'28 e.n cn spod IL 4E.Y O SET Z Q o ° ♦. EL 55.4' C' O FWt na 26.5 a< i w 9l.4 335 J o- 2 j g M1 SGT 67T) 5768 (VACAN s� T = 5L y.fi EL. 49.0' I 0 Mf7rCf��� p N. Y.S. LIC. NO. 49618 EC YORS, P.C. (63T) 765-5020 FAX (631) 765-1797 AREA=25 965 S.F. P.O. BOX 909 Lot numbers refer to 'Map Of Pebble Beach Farms" filed in the 1230 TRAVELER STREET Suffolk County Clerk's Office on June 11, 7975 as File No. 6266 SOUTHOLD, N. Y. 17971 02-335 ! am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCT/ON OF SUBSURFACE SEWAGE SCDHS Ret. #R10-03-0053. DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES N and will abide by the conditions set forth therein and on the Permit to construct. The laaadao SURVEY OF PROPERTY of wells and cesspools shown hereon are AT EAST MARION from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON a TOWN OF SOUTHOLD OF SECTION PER C THE NEW209 YORK STATE . ALL CE LAW. \ SUFFOLK COUNTY, N. Y, EXCEPT AS, PER SECTION 7209-SUBDIVIS/ON 2. ALL CERnFICAT/ONS HEREON ARE VAL/O FOR THIS MAP AND COPIES THEREOF ONLY /F r O 1000-30-02-95 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 7- � SCALE: 1 =40� WHOSE SIGNATURE APPEARS HEREON. Elevations referenced to on assumed datum. EL 556 O D NOV. 19, 2002 LO �u/A 8 SP KE w m DEC. 13, 2002 (PROP. HSE.) T pLjgLIC TER) 313.8 SET r$1* A JAN. 77, 2003 (SPIKES SET) (DWELLING Y�TM t tS N m FEB. 5, 2003 (PROP. HSE.) (DWE OCT 8, 2003 (FNOTN. LOC.) o m A JUNE 23, 2005 (FINAL) N76.28 LOT as.I ` 66 in as LOT o cn U77LI77ES I EL. 48.8' O o 'j� o �c` SPIKE fA N 3 y�i O c✓'b_ B� `3J• n e 13 55,4 ? rnio ..-Jl,..t ..' 7 2005 j 1 'l Q O , c=bbesfdK ' PVC "' \• �" 1 ' O3 ODr� 42 W It m - - - - - 93 9 - v. e vl Q It n - YJ' 90 58!' m 9 335.98 J .. 2 U " R LA C `O' w• o�s ^may/_ 6 !ONC w$ S76'28 3 0'W LOT 66 Mad SPIKE (VACANT) 2 EL. 48'6' £L 49.0' •/ RED ARC r'! RE ti i ti UQG I4 P I[e/aT'-7 IN zEo ala .t s 029660 FOF NE`N A� 1� gib) or MEW k CO 618 ECONIC YORS, AREA=25,965 S.F. (631) 765-5020 FAX (631 765-1797 Lot numbers refer to "Mop of Pebble Beach Forms" filed in the P•0. BOX 909 Suffolk County Clerks Office on June 11, 1975 os File No. 6266 1230 TRAVELER STREET[' SOUTHOLD, N. Y. 11971 02-335 t ALL CONSTRUCTION SHALL � - MZ 'HE REQUIREMENTS OF THE PROJECT INFORMATION um CONCRETE: . FIREPLACE SPECS: CODES OF NEW YORK STATE. DATE Wilit AT I . CONCRETE SHALL BE 4000P51 AT 28 DAYS. ALL SLABS ON GRADE SHALL HAVE GXG I O/10 1 . ALL FIREPLACE UNITS SHALL HAVE INFILTRATION LOSSES WITH THE DAMPER IN THE CLOSED J l POSITION NOT TO EXCEED 20 CFM AT 0.3" WATER GAUGE. IF DAMPER ALONE DOES NOT MEET DO NOT PROCEED WITH AS-IM �� P WWM ASTM A- 185 SET I " MIN -3/4" MAX FROM TOP. tA4 Tia iPHH' YdW fiF1E 2. MAKE PROVISIONS FOR ANCHOR BOLTS, SLEEVES AND ALL OTHER INSERTS IN CONCRETE THI5 REQUIREMENT, TIGHT FITTING NON COMB FIREPLACE DOOR5 SHALL BE USED. FRAMING UNTIL SURVEY ADDRESS: 4270 THE LONG WAY REQUIRED BY OTHER TRADES. OFFOUNDNAPPRATION OVED. MIN �- 00 3. CONTRACTOR TO PROVIDE TEST CYLINDERS FOR ALL CONCRETE POURED ON SITE. GUTTERS & DOWNSPOUTS: HAS BEEN APPROVED. FOR PDIIO00NORETE PEBBLE BEACH FARMS 4. All FOOTINGS TO BE MINIMUM 3'-0" BELOW GRADE. ALL FOOTINGS TO BEAR ON UNDISTURBED 3. *WAA M FMI/a�G EAST MARION, N.Y. VIRGIN SOIL. MINIMUM 501L BEARING CAPACITY TO BE 2 TON/ SF. NO CONCRETE TO BE PLACED 1 . ALL GUTTERS TO BE AS MANUFACTURED BY ALCOA BUILDING PRODUCTS OR EQUAL, .032" PLUMBING i. F� CONSTAUI;TI6N GAUGE 4" WIDE. USE SEAMLESS GUTTERS WITH GUTTERSEAL HANGERS AND DOWNSPOUTS. ALL PLUMBING WASTE IIE COMKM MR d.4. BELOW 40 DEGREES F. &WATER LINES NEED ALL CONSTRUCTION $HULL W:u %E SECTION: 30 GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED IN ACCORDANCE WITH ALCOA GUTTER 5Y5TEMTESTING BEFORE COVERING REQUIREMENTS DFTH@ &wkW BLOCK: 02 FRAMING AND ROUGH CARPENTRY: INSTALLATION PLANNER, ALCOR GUTTER HANGERS SHALL BE USED TO PREVENT RESTRICTED YORK arATE, NOT NEsdONBIYIE kbN MOVEMENT. DESIGN OR CONSTpUCTHON EAYtdH11. LOT: 95 1 . CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, ATTIC OR CORNICE CONSTRUCTION SHALL BE FIRE STOPPED TO PREVENT PASSAGE OF FLAME, SMOKE, FUMES 4; HOT GASES. WINDOWS & GLASS: "IMMEDIATELY" nn ENCLOSE POOL TO CODE FLOOD ZONE � TAX MAP: 473889 2. ALL WOOD SILLS IN CONTACT WITH MASONRY TO BE CCA PRESSURE TREATED LUMBER. UPON COMPLETION PEBBLE BEACH FARMS 1975 MAP # G2GG 3. ALL STUDS SHALL BE DOUG FIR, EXTREME FIBER STRESS NOT LES THAN 1 200 PSI. ALL I . ALL WINDOWS SHALL BE PELTA OR EQUAL. BEFORE"WATER" COMPLY WITH CHA R'4i3" PEBBLE BEACH FARMS LOT #GG LUMBER SHALL BE KILN OR AIR DRIED WITH MOISTURE CONTENT LE55 THAN 1 9 %N. 2. ALL EXTERIOR WINDOWS TO BE INSULATING GLASS WITH IMPACT RESISTANCE TO MEET LARGE FLOOD DAMAGE PREVENTION 4. PROVIDE HURRICANE CLIPS AT ALL RAFTER/TRUS5 TO TOP PLATES. MISSILE TEST CERTIFICATION AS REQUIRED BY CODE. SOUTHOLDTOWNCODE. BUILDING AREA: 3,2 8 S.F. (INCLUDES GARAGE AND POOL) 5. PROVIDE 30# BUILDING PAPER WINDOW FLASHING AT ALL WINDOW PERIMETERS. IAP FLASHING 3. ALL GLA55 INCLUDING BUT NOT LIMITED TO WINDOW GLASS, DOOR GLA55 AND SHOWER DOORS TO ALLOW FOR PROPER WATER WEEPAGE. WITH A SILL HEIGHT OF LE55 THAN 18" SHALL BE SAFETY TEMPERED GLASS, LOT AREA: 25,9@5 5.F G. ALL ROOF SHEATHING SHALL BE 3/4" CDX COVERED WITH 30# BUILDING PAPER. ALL EXTERIOR 4. PROVIDE OPENINGS FOR EMERGENCY USE: OCCUPANCY OR LOT COVERAGE: 12.4% WALL SHEATHING SHALL BE %2" CDX:EXFERI6R-5HfATi`HN6-NHL-ED-€T;t�- ALL-eAP-PbkTE5­ BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE USE IS UNLAWFUL 50t:15 E*­NAfLED-i-G- /kT-F2" COVER ALL EXTERIOR WALL SHEATHING WITH TYVEK HOUSE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING AS PER CODE R3 10. WITHOUT CERTIFICATE DESIGN CRITERIA: PRESCRIPTIVE DESIGN WRAP' USE: SINGLE FAMILY DETACHED HOME 7, ALL HEADERS TO BE DOUBLE 2"XG"5 UNLESS OTHERWISE NOTED. FOR HEADERS OVER 5'-0" PLUMBING: OF OCCUPANCY LONG USE DOUBLE JACK STUDS. HEIGHT: MEAN ROOF HEIGHT 20'-0" 8. PROVIDE MISCELLANEOUS BLOCKING REQUIRED POR NAILABLE SUBSTRATES. I . PLUMBING SHALL BE IN ACCORDANCE WITH STATE AND LOCAL CODES + BE PERFORMED BY A MAX HEIGHT AT TOWER 24'-0" 9. ALL INTERIOR WALL5 SHALL BE 2" X G" STUD FRAMING WITH I/2" GWB EACH SIDE. ALL EXTERIOR LICENSED PLUMBER. CONNECT ALL FIXTURES TO VENT STACK THROUGH ROOF. FOR ALL NEW FIRE AREA:2,390 5F (EXCLUDING BASEMENT) FRAMING SHALL BE 2" X G" STUD FRAMING. FIXTURES ALL VENTS THROUGH ROOF TO BE 4" DIA * TO TERMINATE ABOVE THE ROOF A MINIMUM G". PROVIDE CLEANOUT5 AT ALL CHANGES OF DIRECTION FOR WASTE LINE. ALL WATER SUPPLY UNDERWRITERS CERTIFICATE TYPE OF CONSTRUCTION: WOOD FRAMED STEELPIPES AND FIXTURE RISERS SHALL BE TYPE L COPPER. STANDARD DRAIN LINES TO BE ABS REQUIRED SEE SHEET A- I G FOR ADDITIONAL DE51GN CRITERIA INFORMATION SCHEDULE 40. ALL HORIZONTAL RUNS SHALL BE SUPPORTED 48" O.C. MAX. : 1 . ALL STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF ASTM DESIGNATION OF 1 . 2. PIPING MATERIAL: ABOVE GROUND DRAINAGE WASTE AND VENT-NO HUB C.I., COPPER OF A-3G, PROVIIDE ALL BASE PLATES, BOLTS AND CONNECTIONS AS REQUIRED. ALL STEEL TO BE GALVANIZED. BELOW GROUND DRAINAGE WASTE, VENT HUB AND SPIGOT C.I. WITH NEOPRENE UST OF DRAWINGS NOTES � SPECI FI CATI ONS FACTORY CLEANED AND PRIMED WITH RUST INHIBITIVE IRON OXIDE CHROMATE FAINT. ALL STEEL SEALS. COPPER TUBING ALL ABOVE GROUND TYPE L. GIRDERS TO BEAR ON STEEL COLUMNS OR MASONRY. 3. PLUMBER TO PRE-ENGINEER HIS PROPOSED PIPING SCHEMATIC AND NOTIFY OTHER TRADES OF Al COVER SHEET - NOTE � SPECIFICATIONS REQUIRED CHASES, WALL THICKNESSES, SLEEVES IN FOUNDATION ETC. A2 PLOT PLAN 4 LANDSCAPE PLAN NEW YORK STATE ENERGY CONSERVATION: A3 FOUNDATION 4 BASEMENT PLAN INTERIOR DOORS: A4 FIRST FLOOR PLAN GENERAL CONDITIONS AND NOTES: 1 . ALL WINDOWS TO HAVE AN INFILTRATION RATING EQUALTO OR LE55 THAN .37 CFM/LF OF A5 ROOF PLAN OPERABLE 5X511. 1 . ALL INTERIOR DOORS TO BE AS MANUFACTURED BY TRL'5TiL= MDF OR EQUAL, AG ROOF TR,U55 LAYOUT THE GENERAL CONTRACTOR/ SUBCONTRACTOR 15 RESPONSIBLE FOR THE ACCEPTED COMPLETION 2, HOT WATER. HEATER TO BE EQUIPPED WITH CONTROLS TO LIMIT HEATING WATER TEMPERATURE 2. ALL 8'-0" DOORS SHALL HAVE 4 SATIN NICKEL BALL BURRING STANLEY HINGES OR EQUAL. A7 EAST # WEST ELEVATIONS OF ALL WORK SHOWN OR IMPLIED ON ALL DRAWINGS AND SPECIFICATIONS. TO 140 DEGREES F. ALL HEATING EQUIPMENT SHALL MEET EFFICIENCY STANDARDS OF NY STATE 3. ALL DOOR HARDWARE SHALL BE SCHLAGE LEVER TYPE SATIN NICKEL. PROVIDE PRIVACY LOCKS A8 NORTH 4 SOUTH ELEVATIONS CODE E 5032 A*B. THERMOSTATS SHALL MEET A MINIMUM REQUIRED RANGE OF 45-78. ALL ON ALL BEDROOMS AND BATHROOMS. A9 SECTIONS A-A t B-B THE FOLLOWING SHALL BE PROVIDED BY OR THE RESPONSIBILITY OF THE GENERAL CONTRACTOR/ HEATING AND COOLING PIPES SHALL BE INSULATED. A 10 ENLARGED SECTION / DETAILS 3. ALL CON5ITRUCTION SHALL MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY ELECTRICAL: A I I ENLARGED WINDOW WALL ELEVATION SUBCONTRACTOR (GC/SUB). CONSERVATION CONSTRUCTION CODE. A] 2 ENLARGED TOWER PLAN * ELEVATION 4. ENTRANCE: DOORS SHALL HAVE A MINIMUM U VALUE OF .40 OR LES5. ALL WORK SHALL COMPLY WITH THE N.E.C. * LOCAL UTILITY CO. ALL WIRING SHALL BE #12 AWG OR A] 3 MISCELLANEOUS DETAILS I . SHALL COMPLY WITH ALL CURRENT APPLICABLE NEW YORK STATE BUILDING AND FIRE HEAVIER. CONVENIENCE OUTLETS SHALL BE I G ABOVE FINISHED FLOOR LION. SWITCHES AND A] 4 SCHEDULES INSULATION: COUNTER TOP RECEPTACLES SHALL BE 44" ABOVE FINISHED FLOOR. PROVIDE GFCI IN KITCHEN * A] 5 FIRST FLOOR ELECTRIC $ LIGATING PREVENTION CODES. BATHROOMS. D CODES. A I G DESIGN CRITERIA INFORMATION 2. ALL WORK SHALL MEET REQUIREMENTS OF LOCAL MUNICIPAL ZONING ORDINANCES AI;F I . ALL NEW EXTERIOR WALLS ,FLOORS, ROOF +J: CEILINGS SHALL BE INSULATED WITH FIBERGLASS PROVIDE ALL TELEPHONE AND CABLE WIRING. PROVIDE DOOR BELL WIRING AND CHIME. PROVIDE 3. SHALL OBTAIN BUILDING INSPECTIONS AS REQUIRED AND PROVIDE CERTIFICATES O BLANKET TYPE INSULATION WITH FOIL FACE OR KRAFT FACE VAPOR BARRIER, VAPOR BARRIER ALL COMPUTER WIRING WITH HIGH SPEED CABLE. COMPLETION PRIOR TO FINAL PAYMENT BY OWNER. SHALL ALWAY15 FACE WINTER WARM SIDE OF SPACE. ALL CLOSET LIGHTS TO BE FLUORESCENT 2'-0" FIXTURES WITH DIiOR SWITCH ACTIVATION. CERTIFICATION OF 4, SHALL FOLLOW ALL INDUSTRY AND OSHA SAFETY STANDARDS. 2. ALL IN5ULIATION AS MANUFACTURED BY OWENS CORNING. PROVIDE AN UNDERWRITERS CERTIFICATE BEFORE FINAL PAYMENT I . NAILING & CONNECTIONS 5. SHALL PROTECT ALL INSTALLED MATERIAL FROM DAMAGE. 3. PROVIDE VENTING IN ATTIC BY MEANS OF SOFFIT VENTS, RIDGE VENTS AND ATTIC FAN. KITCHEN ELECTRIC: _ REQUIRED. 24 2" X Of WALLS: P2 ) PROVIDE 1 I 15AMP REF OUTLET @ 79 AFF G. SHALL PROVIDE CUTTING AND PATCHING TO PERFORM WORK. " X 8" CLG/PLR R22 PROVIDE 15AMP DW CIRC @ 4" AFF COMPLY WITH ALL CODES 007. SHALL PROVIDE ALL SHORING AND BRACING TO PERFORM WORK. 2" x I CLG/FLR 230 PROVIDE 120/240V SINGLE PH 50A RANGE OUTLET. NEW YORK STATE i TOWN CODES REVISIONS: 8. SHALL KEEP SITE CLEAN AND DISPOSE OF DEBRIS IN ROLL-OFF CONTAINER PROVIDE BY OWNER. 2 x 1 2 CLG/PLR R38C PROVIDE MICROW OUTLET 120V @ G2" AFF. AS REOU RED AND CONDITIONS OF S. SHALL PROTECT ALL STORED MATERIAL FROM DAMAGE BY WEATHER OR THEFT. SDUpwmNNzm ISSUE DATE 10. SHALL FOLLOW ALL PEBBLE BEACH FARMS LOT OWNER'S ASSOCIATION WORK HOUR HVAC NOTES: SDUAJDlO ToYM RJIgLALD GCI r- c-PN 3 omtIfM✓G IOAtD REGULATIONS. 1 . PROVIDE /AND INSTALL COMPLETE AIR HEATING AND COOLING SYSTEM AS REQUIRED FOR NEW 90UMTOVMTAUSTEE9 1 1 . SHALL BRING ANY DISCREPANCIES IN DRAWINGS TO ARCHITECT'S/OWNER'S ATTENTION PRIOR HOME, NYS.DEC TO PERFORMANCE OF WORK. 2. INSTALL TIRANE UNITS OR EQUAL WITH NEW CURBS, ECONOMIZERS AND ELECTRIC 1 . 12, SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO INSTALLATION OF WORK. PROGRAMA5LE THERMOSTATS. HOOK UP TO DUCTWORK, TEST AND BALANCE SYSTEM. ALL UNITS 13. SHALL PROVIDE WORKERS COMPENSATION AND GENERAL LIABILITY INSURANCE AS REQUIRED TO HAVE VARIABLE SPEED FANS. HVAC CONTRACTOR TO PROVIDE SYSTEM DESIGN WITH ALL LOAD PLUMBER CERTIFICATION CALCULATIONS BY DE51GN PROFESSIONAL. ON LEAD CONTENT BEFORE BY LAW. 3. ELECTRICI/AN TO PROVIDE ALL ELECTRICAL HOOKUPS. OWNER AND ARCHITECT SHALL BE NAMED AS ADDITIONALLY INSURED ON CERTIFICATES. 4. GUARANTffE ALL PARTS AND LABOR FROM DEFECTS FOR I YEAR FROM COMPLETION AND E OLDS USEDINWATEROCCUPANCY PROJECT: 14. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ARCHITECT ACCEPTANCE:. SOLDER USED I CANNOT AND THEIR AGENTS AND THEIR EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, L055ES 5. PROVIDE INEW FILTERS AT COMPLETION OF CONSTRUCTION, SUPPED SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. ARSE S E N P I N K AND EXPENSE INCLUDING, ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE G. ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH LATEST EDITION OF N VILLA PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSSES, AND EXPENSE: A.5.H.R.A.E. STANDARDS. AN AMERICA 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT SHOWING ALL DUCT ili GRILL SIZES 4270 THE LONG WAY AND LOCATIONS. EAST MARION, NEW YORK a/ 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR 8. CONTRACTOR SHALL PROVIDE ARCHITECT WITH ALL PRODUCT DATA INFORMATION ON ALL DESTRUCTION OF TANGIBLE PROPERTY INCLUDING THE LOSS OF USE RESULTING THEREFROM AND: EQUIPMENT [USED. b/ 15 CAUSED IN WHOLE OR PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR ANY 9. SYSTEM INSTALLED SHALL MEET MINIMUM PERFORMANCE SPECIFICATION AS FOLLOWS: ARCHITECT: SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR PROVIDE 70 DEGREE EXCEED 78 DEGREES ID WHEN f DRY B DEGREE WHEN f DRYS UL OUTSIDE. DRY MARK A. HAYNES ARCHITECT COOLING,WHOSE ACTS ANY OF THEM MAY BE LIABLE, REGARDLESS OF WEATHER OR NOT IT IS CAUSED IN BULB 75 DEGREE F WET BULB. 38 DURLAND ROAD LYNBRDOK, NY 11563 P 516-315-6953 PART BY A PARTY INDEMNIFIED HEREUNDER. 15. SHALL PROVIDE A WRITTEN GUARANTEE FOR ALL WORK PERFORMED FOR I YEAR FROM FINAL ROOFING: SHEET TITLE: ACCEPTANCE. I G. SHALL PROVIDE OWNER WITH ALL WRITTEN MANUFACTURERS WARRANTIES PRIOR TO FINAL 1 , CONTRACTOR SHALL EXAMINE ALL ROOF DECKS TO WHICH M15 WORK 15 TO BE APPLIED AND NOTIFY ARCHITECT IN WRITING, PRIOR TO COMMENCING WORK, OF ANY DEFECTS. COVER SHEET PAYMENT. 2. PROVIDE 30 YEAR LAMINATED PIKE RESISTIVE ARCHITECTURAL ASPHALT SHINGLE. COLOR AND NOTES & SPECIFICATIONS 17. NO WORK SHALL START UNTIL A BUILDING PERMIT 15 ISSUED. TYPE BY OWNER. 18. NO EXTRA WORK SHALL BE PERFORMED WITHOUT A WRITTEN CHANGE ORDER SIGNED BY 3. CONTRACTOR SHALL FOLLOW ALL MANUFACTURERS SPECS ON INSTALLATION. PROVIDE OWNER. APPROPRIATE FASTENING/ATTACHMENT OF SHINGLES A5 CODE REQUIRES FOR 120 MILE PER HOUR REGION. SCALE: NTS SITE WORK 4. PROVIDE 30" WIDE W.R. GRACE ICE b WATERSMELD WATERPROOFING MEMBRANE AT ALL VALLEYS ��PEDARO AND EAVES. PROVIDE 30# ROOFING FELT BELOW ALL SHINGLES. PROVIDE BOOT FLASHINGS WITH �� rN°REwti DATE: 4/25/03 I . CLEAR, EXCAVATE, BACKFILL, COMPACT AND GRADE THE 51TE TO ELEVATIONS SHOWN ON MASTIC AT ALL PIPE PENETRATIONS. e DRAWINGS. PROVIDE FOR PROPER DRAINAGE ON SITE AND AWAY FROM HOUSE. PROVIDE CLEAN 5. PROVIDE 20 OZ. LEAD COATED COPPER OPEN VALLEYS AND STEP FLASHINGS. CAP ALL STEP * * DRAWN: BACKFILL FREE FROM ROCKS OR DEBRIS. STOCKPILE ALL TOPSOIL ON SITE. ESTABLISH ALL LINES, FLASHINGS WITH G" STRIP-IN OF ICE + WATER5HIELD. MAH - ELEVATIONS AND BENCHMARKS. VERIFY ALL GIVEN DATA ON DRAWINGS. NOTIFY ELECTRIC AND G. PROVIDE KEMPOROL FLEECE REINFORCED ACRYLIC RESIN ROOFING SYSTEM AT TOWER AND CHIMNEY CRICKETS. EXTEND KEMPOROL FLASHINGS 24" ON ROOF DECKS AND 12" ON VERTICAL 9� F N y0 WATER UTILITIES PRIOR TO FO(CAVATIONS. BACKFILL SHALL NOT OCCUR UNTIL CONCRETE HAS SURFACES. `cOF NE SHEET No.: ATTAINED FULL DE51GN STRENGTH, 2. CONTRACTOR SHALL CLEAR ONLY WHAT 15 ABSOLUTELY NECESSARY FOR CONSTRUCTION OF PAPER 4 TOWER, PROVIDE E 20 OZ. I LEAD COATED COPPER STANDING SEAM ROOFNG OVER 5# R IN _ A 1 NEW STRUCTURES, 51TE ACCESS AND EQUIPMENT USE. COPYRIGHT© 2M MARK A.HAYNES MCHITECT "' u I I j I I STaI- it-En coLOZEb COW-OZ E PQo��Y LINES r _- -- _ _- �/�LoMCD f�uESToNE CcPINc=___ � � � ZS,�CoS 5•E , � NS' hLIJMIN_LIM S11-E- Fm,lcE 'Ca HEE7----- -_ LOT C•.7 LOT C 15 ' tr�•^'�,.-- - -CSI-L-cOGE_2EO.uJgEMEh1T5 Fc72 t'o2L- - I �r�.�. c� 0r �' 2q - 2oT P�PasEn IIJ-c��ouNp- rPou�Ep_CoNC. FoP -F� I FbOL j OUSE I PmL � RE, i-il L-� 10 _ ------ -- ILI j I i (�zA�/EL i=',dT'1'I. _ •`t / n - SELF-cLo51Yn 1--, I_�_ 7cN(1-Y_ Pp•RF!IIJC� �" II / m ' PC✓oPo`��D 1 STo� REVISIONS: FL. E . 5 L3.5 -- _ T ISSUE DATE I STozYS.F I-IouSC /: r gL IL-EtP T 1l o3 2- SToe( -OITI-I Pu6LIC / j �6TEE � � SCPTIC sYsr�l�l _ X4? LIWE5 2Y az of Y �q� PROJECT: To cL AHSENPINK \ P2oPop cRLJSNkb I _ / AN AMERICAN VILLA �� ; �' \ � ., � -kohl -�cz�Dl-�cKuJZ� - �- — ; /�' \ \ y i I - � ' � � . ��' \l srotJE DfdYE t P,a2✓=1r`ly- I i - 4270 THE LONG WAY EAST MARION, NEW YORK Ex15-rlNv o2 IJE�/ PRwcc'�r i .O \ j �� o �__.\ ISTII� TP-E5 PNP -Ec4T•4TI TD La�1rY�c�,PII.X> toI i/ ,( �L.I,.�°•g i p-El,�pli.l _ cLF.a2 1-70;26rc.E35 hlo ARCHITECT: • ' 1 GP.-tY�lEb G�d�/EL o/ER � - , ; . / o Ci- 5T�Ucrloly 61JLY _ C�hrIP,tGTCp Y L MARK A. HAYNES ARCHITECT �xISTINC� UTILII ICS Jb7Y£T— ]o ` d 38 DURLAND ROAD LYNBROOK, NY 11563 - -FRIG =GP6�B ro SLOPE - _ � �•LEGT�IC.,PHL�IJI= � � P 516.315.6953 SHEET TITLE: �'` ± 35'-v' . ' _ SLL-P�EpS.zC�az ruE ro_ .. _ _ V O�G I ��z3�•�5 ' Lr PLOT PLAN & LANDSCAPE PLAN ( �' ,_ � � . . ``�`- -' -. �-� GoNSTRtLTI OIJ 'fN6i_ �o IJO[•GEr = � �� .1GLL aE FRcf�EgL'(U2�GEp �� PND_SEEPEb wIrn-I IJE/ co f_4vs-p �I -- faPsol� rLOTFL-4Q `� \ 1=x1 sTl�jc� ,tioTE#:. t-A'eslu SCALE: AS NOTED l 1 ; 100 -- • �, - �/ A"Hc' P 1 `P-aFC�'fy INGa oRyTcn.lED Fool-�I PEccN1G /,'•�E� DATE: 4/25/03 • i -- SUI�vE`/oeS .`-IJf�EY P/�T�F� 2-05-03 /I:yt �o�Ewy 5� . • ,' DRAWN: MAH 9p "6 ,10� SHEET NO,: e — - — - -- - EOFNEN COPYRIGHT© 2003 MARK A.HAYNES ARCHITECT I Cat O oFEJI c� �r c� of �L.FCOTIr�S -I - 21 f�ELGVJ CSI'-vGE_ I FI 22 5yzl i -CU"IP(?ESS LL`�e 4 , F0___ZCP-CONG COL.-FG�:3L1tiJC�`7i = I _ �1 L. - - 0 q_o Y7Edl✓I PG2:1-E'r �OYIl7E Co'� I�ICfzII hIC� . •/ / • iN �/ =� ,� p�uMP-OLITFo� jT-oIJE ,/ENEE2 r / I I 3 - -- __,. - 'o - - - -- -- �• - � �O P SEh1EIJr FOLuJD- I ! ---- -- N I. - - -- I 31-o FLoFLl. 1 81 � 10 'I I I I I � ` I -SL6p� oIJ- GE:aDE -- I I I='•� I I�*I - - (.-hT M� � I II I'. I � Fu- �� JN 1 Cof-IDUSTIOhI J- II _, �l rl r�N5/a TrP� I I I- I I I I I I I 1 Fd - A4p- Pi EGL \- � To EcTE210f I - - 4-\ I--I� 15 � � — - - 2- N - I yn I � I - I I 'L`L.= I_ � hE � /II_._ I. ` _ b II e9 -• SIS_ I I ,. � yy���l m I Cs3 cLvsu�& M - m s I - �- NI I II 1' w�LL l�-o I I I 1 P�IJet Cz�?_ 3 B�cK ( - - -- I _ I p�Enr PcrI�ET -- I r r. 5, 1 I �I� ISI S 1 I I I I !, I „ j II _° I - -q - - - - - - - - - - - I I �- � I I I ! I 3"� , I I 1' I uNrtJISN�I�i - NcarP I u I 2 I TOP OF fS �L- -B'S'(4 -I � M J , 1I > FOo IN \ _ O SIDE GJL'-t' —r- ,�eovlDE c� bEoP N Fo'-11VLb . I 4D I I I I 1 -Q II( �-12P�-C�o?c-�IP�E�Sz - II -I -a-rn1-.11=IE �rip(II l..L- lI-C2P1 IL.II-o- bbIITTIINCS�I _1 3`I11 II iII wIII dTIIE�IiIII iI iIITE2 II �krIIl•l,i �CI—L'J.121ams I i {I l-� IIII II .d( ISII I 13I 5 11I J�I'I1 II 3 I1 I iI I v I — - —EB�E�ENsI M of 01 E S ,vlti1o II IIIII -t�PSLZ�& oIJ / TopcP SLLc3PQEPLE. -00 I -1 5� JOISTS O-C- BELo�✓ -r ' OF 'OLI�Jy I D Z . IF FOUIJp, EL.2' o. c65EMEVi of STED I_J 2 Fou IJV.SI=LF I I 1 1 4 - - - - - -- I - - - -- - - - - . _� --- �-- --- ------�� `- ----- _ I I II-0.lSl TE'Al' - I�-I -'O buILT IIJ 11L'Df�E- UP -� I I ISLE I E'ICII I -I I I I I I I I-� . L�iZq c 6�j �-1" II I I I _� GULTU('..p STa,JE - Fpubc7--I \ -1 ---�F��— - - - - - - - - -- -- - - - - - � wet 2 �S��GS�aEo Cl ��_I - -- - ---- -- �I-�1 S -& L18E GoQcC. FooTIIQC� >; "5I fJ LL STEEL GoL. Fore — ------- - — -_ - - - -- - -- -- _ I=J 2'r 2 �. goTT OF FUOTllQCp_- - r _-_ _ - -� w I - N I REVISIONS: P%UBLE C4'L. 20 s I U ° 6t-,2 N�r� P✓- O ToP of Fc7rIN� tL. -o-lo V W !li GoMP�e slE E FILLE2 I /v' TIE - SoIJ Y�IJEEP_ DATE I� lu W r ISSUE I -LI^2.�i - 1 c,JgJal-' SYEP-1' 25F suovN. Tunsggkg oFsr�tiE Pulte LErr x/3/63 I I ��11 , I I II I i I i 3y2p �� L,L - rel Ili 14- w ..L - II I N�'1 --I 4IL SEE SWEET' AIS rot LdrC.I-IT Il k- ELECT NOTES SL/�F3 CSI C�K6�E I = SII�IJOI LIejE �oill NCnS- TOP of SL.Lb EL:0S -12 0531 sf z°� I I 0 �UIOx2�-. ITN STEEL ,,,YYY P' C'= ' PROJECT: I � IOPcF�EELEL- AHSENPINK - I - r-oyZ, wg , 35 oQ I AN AMERICAN VILLA 4270 THE LONG WAY EAST MARION, NEW YORK ¢ ARCHITECT: Il �� SEEL PIPE COLS. , VF. I 3 MARK A. HAYNES ARCHITECT i , 1 I I I I 38 DURLAND ROAD LYNBROOK, NY 11563 - i r' I I STEEL��U/{-IIL'Tl Fo�P� - P 516.315-6953 - -- - --� I GFivEN x TYFt >=c.'s1p SHEET TITLE: — FOUNDATION PLAN & r s� 1z1= 11-a1 BASEMENT PLAN ❑ 1 SCALE: AS NOTED PL. L"= jI-OI — SSE ceccEpouN � Pte\ Ufa E — Q3 ED Aq0 DATE: 4/25/03 C? �PapRE H eC% P I-i - - - - - - - - --- -- ---- - - - --� ¢< DRAWN: MAH r- ----- ------------- --� 9T OZ e ,y0 SHEET NO.: , FOF NE N ----- --- - - - - A-3 COPYRIGHT© M MARK A.HAYNES ARCHITECT 1 � CSW T4lE'ECPEp TIE-�ci) F.^-`STEN Ta Ccf�JC. Fc)-tM OC� SCT II.1 ISI LTI G5� 1 -4 as x 111-0' cNorn�uc�ll-S B2�GE' IIfi' LVLSacK -R7 G-L ET T'-. T4JRu Psa_•t- ,57' LvL w/ Pot=rST'oN� CLASSIC CcLUMNS sTF-u!Tup�L - /R�uELE al0 3"x 3'k 'I STL PLOTE -uaSIJ E(zI u o� G2 -o 15��— 2�7- /I -i-c) c) I " n n n 2`0 5 3 (v o 4 0 �I I u) 2• r (D� - _ 2-O - - � -- SI'h IIS" LVL I - - -� I II =o C-,�-IJTILEVEIZ g_gyy„ 3-li%I . I�' L `f-D `L-0 tj-brln Q I QS o 9 Q1r0 u, (P r 3 (3u21J1� 12 PLap S Cq (� [9aGE I 1 {" LVL 2v 70MahJ Sr2UC.TL2C �v/�uPa-E 2xIZ 5. 1 LJSE ST2otiI -TIE UdJGE�S �T Q FS EvI"I Cd.11JLGTIONS Col- I n II M 18 0 2`O o -� 17{•5 - rl-(v' Cv- 111 I00 - F ecll k3ulPcl"IasE / ourswl c� c�e�E —I 'p C-R r _ 00 1Z1-o' GE LII -ICIC HT =N v I 0 F--4 H jc,wN�TC-5 - F�� m s 4 Cv I�O �2 ALL �GC S Li.a.N — C WOOF 'O I N u- o - GL, 14 EDZODI..I 1 — C2NaFJ � N O M _ q01-o'I GEILII-ICS L1 CIL-+�T III - MbS?e�R 7 ry N 12 I — I'a�l -jCnio I n J / \ � LS1.1D FrlN'lllO.G iV -TV vGEP--Z STAIIJcrr- � MOSaIC TILE TNIIJSET' O✓E� = t II '1 .' I'r.;,' ' FLr�RINv DIEL / FL�(.uoa GIJLT'E2CD ST-OIJc n I " 1T TT'P- �N[. I 7( P _I � I— Co°KGs S�LI� OST _ I� f� -SEEcoWMNfnr' �N z, O c . -� CL� - — - - - -- - - -- - ---- - - - - - - - - � /I b'y,'>�rawL to-o GEIUJC� NEIvITIN QI�" o.c- TI IT- . �N I II a521co�Eb5T�Jz O - I FYI IJc� IJiF _ --_ -I 7zx�ZL / . L _ a - 13 3 3 CDM POSffIF .uoop pECL hT' I - - - - -1rxiEe 2E,d.orEL I.IGtuH7 - �N b�Y I \� N_ I �I = 0 SLITE "(1 LE 61-ELLu Q (9 rCo' So LI POST -SNII - IJ1 12 tl• rtiNc . SLv6 -- - - I En q- m I I IV- 5 GL • - I ,� �� f / -i- -N I -�p° 4 _� --- — — p REVISIONS: .� -N �11-OI II-OII - I III I n I I u I ° T U�iS ISSUE DATE '� 5� G 4-D E3ulw oFpr. cP/3/� N a� A a - X33 �- m � . 44 2 x 9 N 1=02 �I,�I I I i° C� A.l2 o nL/�t-'C-,E(l PIhN /PI.If7 til- 3 `f — p � of v�aa (zASEMEJT tL�vATIONS OF -rGlzC, Z. - �—_ PROJECT: S L-INC of �cL�F O,/EIzN/�IJi� . ,� O -- i AHSENPINK 6L-.-g N CL . AN AMERICAN VILLA ® 4270 THE LONG WAY oTES= ALL p1�EIJSICI.JS E-41 U 4,11 SEE I_&jJp5c4FE FL-'SN Fop- =-Ali EAST MARION, NEW YORK Ta FSE O / G STUGj 1 2 'cE GCCLIJC� ' ARCHITECT: SEE' Grr-��✓IIJc� !�-I� Fob FBF-III��- �- ATa�usEtiT c21TEzlo , a - pED2�pM 3 q MARK A. HAYNES ARCHITECT h� "I 38 DURLAND ROAD LYNBROOK, NY 11563 I�I {II P 516-315-6953 n SHEET TITLE: FIRST FLOOR PLAN O SCALE: AS NOTED Co'Co�2 1`�71- 01 2'� _ ERFDA 9 �5� DREW �T DATE: 4/25/03 N SSE CeavE FLcSJ * * DRAWN: MAH 'Al E � f: N yOQ SHEET NO.: °F NE`N A-4 COPYRIGHT© =MARK A HAYNES ARCHITECT 2 ° 15 = 0 - �L'(t-c77P GL' CKET' �v/IC PCRoL I ' -0 iii n �6TE�P��F'IIJC� LvL — - --- -- I I - P2ov1H7E Levo- S`{STEI-H "(b I�rGP I T � I ELD � � -- - A I I Iara L �aLLLYs =J E> CA-VES2 - �� — 2x 1� c .•e�FTLLcs � l i I o I I i I � _- - � i \ I-�» GOJIJTE� FL/>�NIIJC p i I I i IFLUES M � I I I Z I I I I I I � WHITE �L.tJI`,11NUhii SEbMLE� ' 4-�lj I I S D - - ��� �,� ST>�s I-bT , u 21-o IvIF DaL6LE Z.oE SL's 3'2 x 11� — Li 1 I I L 4,a'-YLI c47 C�IZcvC ���-1tIJc� NbT�S . �N I I I I I I - -31yv °JZ LuL I ,1K 'A L,/L -t!P SYSTFH. FV-SNHNC- -r0 EXTEND 21-C3 cN PmF DEcK 41j 'I '-o o''J Tav � Ee 1 . MPS7N LSL12ca GGJIJE!"��Y= oT ,LLL eiPTE2 �vLLS - TD Zlrz-E Ca:IIJE�-TIa�S . 2. Cod F50�J LJ 1(, s 671- .au_ P6FTEC To TQ- FLo'r- ST u7-' 510f�IJ FSP+ 5 -4-T cLL SILL PLATE TD STUD — N bPE1JIIJC�- -_d� _\\, -� CcNNCGTIoIJS; STUD—"n -I-c:P RATE Cc'-IIJ • [I ' 6C U . -J TC n ErL-L i3EaNl -TD cowr-lN ati� CcLUI�IN la SILL PDJ Inlr'uSTeIES TFLISSED IFooP S`� 51 eIH - Ga,.I1.lEGTIoIJS usE sSTg Mme`-cl�r�(a"�'1-b2 d I I - - - — b�L T�UxES Mlti F2pMl'NC>Tz7 THOU SILL PL/�TF, _� GES��tiL P oIJD SE.S L.ED &7'd N -r'- STCj'c 1 y =p 2-0 32-5 z - �' REVISIONS: 4-IC,N F/-.—E OFc-u-q-5-z -ITP - ISSUE DATE / gLIILD lx-p1- � 0 2 -0 � I I V I I I II' I EL>� CoaTED Co�PE; Sr6NL7 k> -_Q T T -f I T f T _Q - -- - --- _--- - - GoNn JUOUS ENi�D 'IGYC SEoM J?a -�ITI.I SNo�/GAPS n �i_ + _ - — — — — PROJECT: C �[ A H V E N P I N � - AN AMERICAN VILLA 2"x to PIP — TC2S TYP �TQvEIZ 2o[ ,F. IJo c'u-rrtF-SAT — LI �La!J bF PoLISC FeIN� 4270 THE LONG WAY - r - - -- - -\ - - -- �- To�iE( — — EAST MARION, NEW YORK ARCHITECT: ZINC or a � STS 1rnJ1?� I ! -� MARK A. HAYNES ARCHITECT -I- - _ I - r 7f P8 16-3 5N D50AD LYN9ROOK, NY 11563 T � I I SHEET TITLE: N ROOF PLAN - I � t -- To�Er- �b0� PL/-\V - 1 a' - I 2c)- SCALE: AS NOTED PED Aq DATE: 4/25/03 5 pd08 �l DRAWN: MAH NT9 o2ss e OQ� SHEET NO.: TF OF IN Ny A-5 — COPYRIGHT@ M MARK A.HAYNES ARCHITECT 1 � I N M 3 1 1 1 1 1 1 M1 1 M1 1 M1 1 M1 1 M1 1 M1 1p M1 jlpk M1 1 M1 1pk 1 1A 1: 1A 1A 3B 1; 11A 2'` 1A QC Tl REVISIONS: Tl ISSUE DATE DUILP b6PT. C./3/o3 T1 I T1 _-- --NoT� :—SSE aRb�UED L�GaL SIZE-D�wluvSoP- - --- T, _, Iti 171y�bLl1>L Tlzu�jE�i F�� Slz� 61J17 - _ Ti PROJECT: T1 AHSENPINK T1 AN AMERICAN VILLA Tl 4270 THE LONG WAY EAST MARION, NEW YORK Tl ARCHITECT: Tl MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK, NY 11563 µ T 1 g��Po D wA�2i P 516-3156953 to UE H2 ¢�Q � O SHEET TITLE: H 1ROOF TRUSS LAYOUT HG1 9TFOF NE`NyOQ • J4 SCALE: AS NOTED DATE: 4/25/03 M N (V r T r r r r r ROOF TRUSSE FLOOR TRUSSES DRAWN: MAH 35 Cheater,NY Y firaoksltle Av 16919 r ? ®�� M- 7 29 ENO. $ SHEET NO.: OiW,K;O;LE SQA!LI Ell m A-6 ENGINEERED WOOD PRODUCTS AND CONNECTORS ' 1(SOe)269.5965 FAX(845)469.4611 (845)469.9191 Preston C. Ketchum Trussl Panel Designer COPYRIGHT© M MARK A HAYNES ARCHITECT Ak a-q I I I II -- - TT��� x-153Ii - - - -- - -_ 9'141 lw - - -� --- --- - --- - --- - -- r rt r - - l rT LJ I I - T T_r - T` 1i ! r!- 7 �rr r r rJ, TT?- r r f , i ��rT T T f, J-� 7-n � � �o ITT r _J�_.r T �l rlr rr T-r1 T T1 f _ l� rl 1 1 ri \ TTT1/ A �r�J TT- 1-11-1 "I'J fh+1 su .� ] ��I T -r 4'41 S r ! ,I_i TI 4 41 su �7r -�� r I rat sur r -- i4 a 1 sNi T . 7,�I I � _ i T _ _ �T�-� i�_ I 'i � �;-��I T / TT ! TT v TI lTl �l I� � _�� __ - I_ ! JJ. TT __I TY L[ .J LTJ I� �! T rI . jT I �� - T r I� TI 1 T! 7 ] � � I TI �, � , - TT TY -_'r.r l i J" IT 4,as kas L r rTi I J YTr�_' f _T ITT1;I _�. _- �-,- I--.l._. - -•�-•-�Lr--- _ - _ I I 1 _T. r 1-TL r 'r r��_. _r'_. 001 I — � - -- - - -- --- - --i --- - - -- - - - --- - - --- -- f7 L -- -- - - - - - - - - - - -- - - I I b--lo I � 1- --- --�- - - - -- ------ - -- --- -- -- -- -- - - - - --- - - - -- -- - - - - ��i �LE�//�TIohJ MI�eo211J,^<�Fr - WCST- CLE VZ�T 10 Q c-c a-lo REVISIONS: GoPPE� SrdNPING SE�NI ISSUE DATE god o✓EZ vYCcP P. ME 'SNE 131JILP PEPr. c/3/03 I -- �IbC E ANT Sln.'JciE5 orE� FELT cr)X C==-f'-H E6T}IINC� arTlc FaN - - - -- - _ --- - - - -.- - - - - -- - - - - 12 a �^ LJH SE, A ESS GiJITE'2S hZEG P/G 3zl TRIM d � AHSENPINK AN AMERICAN VILLA I_ l.r - - sur sur sNr sr err - T -r TTI - 1 'I ( I I l .I' I I L I , I i 1 r T, IEAST MARION, NEW YORK -gICN1�.6N PfLEsrQIN l'z -r_r - -r-' -, i = _ _ I 3 4 1 II_ 1 -1 Td Co CEP<`,2 err I'r E50a,20S- r. .ri T� I ! TI T - 4141 4141 'tr41 4T I 4,q1 I _�r' I I- I. I 1 ! I T I I I ! I wNf� ci sNHJGL65 - Ca' aq-, ARCHITECT: TiPIcaL_ �LL EMG-RIc�z So�rITS ,- -Ia l - T - _-- sur 1 sur 1. I C �u r syr r MARK A. HAYNES ARCHITECT TI II / pili FEii 0UTsvil JG PcTIo - - /� ,\ \ \ 1-11j— I L_ [ I r -I !_ r 36 DURLAND ROAD LYNBROOK, NY 11563 P�rzS -v/ I-F CLneiIJc1 - I _ _ _I 4-741' \ / / 4141 - 1 I- l I L 11. 1 r[ P 516-315-6953 Il l � I SELF I-6TcNl Nc�+-161zLVj62� ,i T- - - ! _-__ �T \ suT sur \ sur `-ur T L I I / \ I T ! I [ 2 SHEET TITLE: _ F1 I ! i ITT J_I_I °� sur - I. 9735 / / ¢i [ _f T?= z� „ [ i 11 _.. EAST AND WEST ELEVATIONS r ' r 1 I I � __ F FI�srFL- EL., o-a �53 � t Gl laoS uazTUS poL1 SrON� (q� ll-Co 7d� LCEh151NC- Q 7 �Lasslc cr-un�Ns �a� curs�Nv cusro� _ _ — _ m SCALE: AS NOTED i Y�arl6 X25 ,v�SEL{- Gla51JC� I-- - - - - - - - - - - - - -1 607. rr �O,JIT�JC� - EL• -3`-�zI ED A,90 OFIE DATE: 4/25/03 EaS/� C T'' I \ //�T F EL E V/- �. I li y� y11n, PtLLa av�lu�jvEJT ¢ f`Q -uli.I�avS 1 * DRAWN: MAH 14-- - - — - - - --- - - - -- - - ---- -- - -- - - - - -- - - - - - - - - -- -- -( 3 , '9TF 0266 y0 SHEETNO.: - -- - - - ------- - - - - - - - - - - -- --- -- - - -- -- -- - -- -- - - --- - - - - - - - - J - - f-IoT bTINc� EL_ - 10 11 cc) A-7 COPYRIGHT@ 2000 MARK A HAYNES ARCHITECT P-A ate, I � I J rl r _ ozi �- AcG 20 - c�Fe� ST ETA —�\ r ' 1 TI FLOSHIIJc�S TYP- I ! ' 2 J � I ]�IIT� I - T r_ � 1 J _JI � � ' l� l �,I T — _.T-�T...� .-,_._,-1�7..., 4 -''7-T--i-1' IT' � r I I J _ _ - - , riIrl-IT'7rTj`� " J - �- T ' jI `r�`� ' ' r J1� T� 11 J._� _ 1..i� I- I - I T II f j T 1 -I� I 1 T� -L f I� I rf I ?_"." - ___ - _ _ _ _ _ _ -._r—__, �' -r-L - ,_ L� 1 rT _ 1 J _ i a, I . .L. r T 1 L?' If ] _ _f �_I TTl Ir'!. lT '' - T'-�--- II- \ �- t- • s _ - t -i _ J � T ! T TT; N / _ 7 711 �T I �+r - . -T I 1 i I T I I r l sur �I �� T k TJ r ' I I I -Ii rIIJ / I i J I i, I Tr — TT— Li ri7� T� ,35r v a T( T�I I T T '— t — - - - -- - - - I I FI::)r.FL.O � - - - \ I l j I PELLa 21-� x 8'OI II�SwII �0 _ Z � — - -- ------ --- --- ----- - ----- Sim- SI-Io.uEF_ 6 aid -4i/No I I Fol L1Gr�S tim' S1-b�vl.l - �E QST ELE�/,aTI�IJ .s9 REVISIONS: _;9 j . I_I 7_T.� I .Y- ISSUE DATE I J�� IJr� T -F - �_ r --- --- --- 4,53 - -�=T. rT� -= - = - - - - - ' PROJECT: 1 r r T Q = l _ rl T i _ Tr I Tr r rJ JT�ih it � 1� TI rl _I rr r T J J T � rJ;IS +i_ T i frT��, irlT i I I J_v_ T'r_�T, - AN AMERICAN VILLA I V'tlrlJ _ '_' _� � � �J -r J / \ / \ 1 \ ^J T i EAS THE LONG WAY \ I I T-_I T 1— -Tij � 1 � � T _ L 1 1 ; / ' ti _T_ - l r T T EAST MARION, NEW YORK 1 \ \ f Imo '- 7�-- I i— w. rl / \' �� I � 1 J / I TTiI �i T`!,"JTrTTrr� 1l'r T'T ' T_ T'^ T-77 ji � r `_ -'T'J''. p_ - �� j ARCHITECT: J _ Tr, T T �� �ll� 1 r r 'I� I T I sur J' LIT T �� surr I <�r J �1J T J r l J 1 T �� l!J __F_ 17 1 T -' r TT _ T; T -`i- 1- r �- T J_ - MARK A. HAYNES ARCHITECT J IT1 _' TTJ�`J , i_ I�- I �J_� J IIr- T1, - 'r ! _ J_i T 38 DURLAND ROAD LYNBROOK, NY 11563 b94 1 3541 3S 1 �T I �.. � I. 13541 r 35h7 T r TT T- - 4 -- -_ i T� rT P 516-315-6953 � - T_I T `T --�-Y T i T,'-r � TTT`T i --T i � r' I' � l i T" i II I �i I Tr,-\ ISHEET TITLE: I�E'NI�S�(L�al�IIS FI�Lp STcNEI pS L�2v NORTH AND SOUTH ELEVATIONS - -I ' = 1 6 / 351 I- - - �- - --- - - SCALE: AS NOTED 5 PEDgq ala I �5 NOREIV / DATE: 4/25/03 L - - - ---- -- -- - --- - - - - - - - --- -- - - -- -- -- Lt $e mNn DRAWN: MAH 9 yOQ SHEET NO.: OF NE i A-8 ------- -- - I COPYRIGHT@ 2003 MARK A HAYNES ARCHITECT III i 5xP6sED Pout F12 oca- 1I 7�1C-o GLE/�RG�P/-�(? GEI LINA �'- - -- - I� - TY•iEl= I-IoIJSE �v�P = � 41 I �r Na�FTQX�cj - - -- - - 3- '2 to co JT P-Ir NEeDE2 I GoFI'Er=Eb GEI LING —� \� -_ � _ _ � �II�E � NT - GotiIT. SHEPTNIIJG I TNL FOU2Ep Cq.� cc�NTf�ol- JTs- As REauIOED pTrlc- r-aJ gv,6-C S'(STEI`,� A=sIc-N RJ-(_ \�. -'-\ _ -- j I — F�EFI�JISNEb Tic= FLc IIJc= E�T)?'JSS�L-/E�YauTFD'F `��Jc= SEE I�?IL T/n13 Fce IJo1i S- - l FL SJL-FLm� LVL NE�-0E-�5 /. / - C-O3 cEluNc_ IIJ UI-4FI6U I ` cLJU[I HI Ln cHfrFAST-ENE To y" - I- - _- LCL .� ��TT-- �� I— f — L o _ 51 - 1!1 - - y - - - IL_ F � -- -� U _ — �1: C� e I� o.c- Tue��l = z f� � Irl I CEILING: PP/�t-aIIJG� �.J L q� I � I � Ja ' IIE flz,,lhE 2 C 6c71JT FI2E SLOP , 1 / U . L , MIL FbL�vG1`�54-' 34P21EIZ I I LyLocKIIJC� � � -d' AcoYF F Tsr Fl.. / I b r . TI1Z=IEX MSTPLI=IJ LfzvI.TOi'ET�Pc. 55�NY Iso�T.u-EcEKRIIJAvT Pol.'�-_ �I it - �Z- IJ vEsW I �- �_KEF-PEF- FLEECEeLhF - a of FG NJDbTi1 _ � cc Pcc, T E 7 �I LEF I / — 2 Imo✓/ L'fSTY hF � I- �- AS- So1Jo-TUI55 G°L 20 12 04 III• I 3�SEMENi wua�� Evicess '� ' QS'_ c�PS 20 -Vq F6rT-u 'J�2�I� STZEL COLS. __ _ g$L , "dZ L`�L-5 I : �! H -,� Q y .`� .,y °• �� a y w' LFL�S r- C 12 oc. T'{P C- I I. I�'II T dk J UTIU7Y 0 Mol-j GLosET" �-z/Pu_ FgaIMII--� � �-- 6�iloM 1NCP E1-6v -sj I 210> 2 Ci 12' GEFp� �Jor S4Oau Fce cIULP-IT( ' �oa�1hlC�cj - sE�Ti PET/i L- �2'- ;o a� 3. , REVISIONS: S 2 c�� 20 - � = ,_JoI STS I ISSUE DATE r--FPE(L STOP - - PLASUII-I�5 - - � G„EE DEThI L b � LIC{ES 6ul�h Apr �/3/tea I �" - - � 3j' X-;�1iI L,/L NEWCFS t N - IIIn 1= - - --- -- -- ' i - -•' e.r` ' ; 14% a PROJECT: COWT. 5cFFIT A I-I S E N P I N K 1 rN �D T E-gop5 JT = = c� Eze� uo� 1 CALLJN J -- I I i I- I CFIUNv _ _r�) Si AN AMERICAN VILLA -.i 's- m\� 4270 THE LONG WAY - 6uIL-lPEb CUT CgJc. PEP- EAST MARION, NEW YORK I I I _ _ NrEelc� ENc�rc s vNE Focri-liI E e �- TIzJ-STIL.E I`1 DF '-::� . �s � � ARCHITECT: I .� - - : NTJ-P-0uG t rz ES �I rERIdL UZFS MARK A. HAYNES ARCHITECT _ r-' )`� I� h I 36 DURLAND ROAD LYNBROOK, NY 11563 P 516-315-6953 CLL- Fb n,,,n _— -- - - _ �_ - I , SHEET TITLE: r- — MULTIPLE Sf"u.J GotilT, -licnp_ I °O'� �/ � -�, —I-- �j " FjE.gM SECTIONS A-A & B-B FLGg2Jd5TS•CoPL If o.c. - _ - -_ ---- cala b S�No- lJ3G FbURED M EGI-lal,llcaL P.ctrM -DES�I.f� // � I c^ ' i ���GwIDE.CoNT Z iLC�I'-Jtik� GdJC- F�iNCS,, t�'� 5i NyaC CO Pf�b�TdP I / I �T PIMETr� f�Lrx/CODE tJTr�^NCL pECY FOP 71 Blez�lLe� {,.ol - IJ SCALE: AS NOTED �PNOREW�,9'S'/�� DATE: 4/25/03 DRAWN: MAH N �9TFO266E`N�OQ SHEET NO.: N A-9 COPYRIGHT© 2003 MARK A HAYNES ARCHRECT 1 _ i SEh-NI �pbF 1 I _ i I - i, P�ESTAII-I EI7 �vIJIT'!=' CCllAe 3%I Cbx PLY�irob -e 4EpTNII-1, - �w - �-o _ Io-o _ I �' 1 -- (L 11-0 - -- - /�------ --- --------- / - -- -- ------ - 'L,\ �:- - .aj. .. /- �2- - �\J-I _ - I'-o" U'TO I 'TM5 SPacE STP-aI.Y�TIE UIJP�I C>�E P iLTSI� L A13 EL. I'/. -b" P�'1T TWJSi_ Ta ` hLI UJ MITI-1 FSG c�' TCJ,liE� S'TiUU-JCTL 2E - P�TYGYI U-�b OF BLISS IN C-iZEa'r P.oI-4 n (/ SIIJC�TIE' llUOk'ICPtiIE vel-LNc= F 3i•°�z L� aEa� Foe a�L2 alt m STL�� oT 6LL 'ilLISS - I / -O_o- LYL COIJIJECI-IG�s Il, X11 I I- n " CEriNe -I'_i V So,=fv- x L'vs - ?Y(� I l� nE PSD. >ATE J ro r x111 MnJ EMEbI.4EI,7'r Iki -IILTI _Q cl5o EPak(, TI-P Pur II \ _ - -- 2. -3 x 12° oaK Col-LiHI-i qs " / \\ CoFFE�t� GEILIJc� — - TY NouSEwr Co'I� FoL�sra CL>S51G "\ sr.sr. TFlpu goLTS d gssE -�-� / y c� fL1 -)D sl-IFTNIt�I� I cNms�uorl-ISCFLUMtJ II i d"-�- I � / Pt?TES sur 4,41_ I — 2 • 4" Pou�EP Cd�PGID - �I � � m � �` l l ' sTar-�PEtD Ca.I C. ti I rN o j F15EC �EIIJFa?LET�,ENr _ alt � -a -o ctilb I 3-Z.C� }J�abE2 �, ctiElz o2usuEp StOIJE - a Iv-O I ' I, I — — -- 1 TY a ° > e r. ST fL. - Poo L- - ,� '� . . ... �;, -„ � �• � _ . ' n — � — < - ------ - I--�------ --- ° ,az�'K TP P�a�D - ,. i R " % i coM�e�sslaLr �Iu�z41 _ r� Pou�.r-p CoL FmrINC� � ' � �I�c;II.lEal''_�C FI.coG-Ja1Sr5 �P1.2v-dJ2�- IZ' O.G. " - I - -- � 311I 5L C0.. REVISIONS: \SIO al0 ISSUE DATE F96+n Ih1 C, � PROJECT: A H S E N P I N K F �a AN AMERICAN VILLA 4210 THE LONG WAY 11 t L - _ Z�F TP JSSC-5 1 EAST MARION, NEW YORK 0 y2: r 3� NEx -IP1�-D LaG 3p /a' 31 7 K IQ' v?K LOLL NU - I I ARCHITECT: C des —\ I ✓ y1" Talmo sT sr -1-OP IPLarL MARK A. HAYNES ARCHITECT I I SII 38 DURLAND ROAD LYNBROOK, NY 11563 P 516-3156953 ST.Sr {a Ex NEI�p �u1S v " SHEET TITLE: :rr3i� �� 1 r ENLARGED SECTION / DETAILS l_ 1 ST.sT- aEKT- PLATE I ! SCALE: AS NOTED EDA C6 ST•ST- �ooP I-It - i �OPE Req DATE: 4/25/03 NEAb L&G Fs7LTS - 1.5 MITA _ ,� * DRAWN: MAH 7 -r- @ I Y I �O4- OF NE`t'I�l�� SHEET NO.: I ' AIO F , �1L_-- - - - - - - - - - 10 CDPYRIGIfTO 8ID3 MARK A.HAYNES ARCHITECT I I 5-21 x Id fl li I FULL. IPS ol W111JC-5 -_ DaNLt 6IJs 1'}E-NuIJc, cuST-q t . Pt�Z 51Fcul To Ro � Cr %Mu F�2 p4Fje6� (, SIF' F STE E ST � % -v/I-II LT I wI�P PE, `l �S I I hELLa /„ vNIIJ�/FI�G CCS_ -_� O -/IIJ a•r/ - � rJ- \ ------- --- '5` X� x 9' STL TJEC 5C:<_- 1oJ5 TJ y I� FI ELb -OQI?oIJTt�L TL;53— % __ 3 " �' r 9 STL TUb3t SE�Tlnhl- - gi�I cpK PI-YwOvb Fh5TE7JED - 3/° 39 ^3j -_S'I'�UGTU�pi- �C2T- SECT mitis. To STEELwTN_1-JILTI-�I1-Y=C-' 9 P—Eal✓EP5 S- �v l4 ?0 231 9 i tilul LIoJS 7u ,v4x� ST__ TULL- SEcP0JS -- � i - �It cpx R-Y•Nct�D - Pv5TE1JE'b Tb �„ .. Tum 5EGTIoN RLL.. SIBS T`r - kdULLI o�1 b�Tdl L_ U5F- ItI cI 23D 2E o-,-- 0 FacE of 2 ..Co SZJE2 F71>MIIJC� P!-LC�ES . FIELD ZD To TJBE'>- FaSTEIJ TUP/u/,, 5u- INTO FnuJID �I I n ' TLJBc �" c�7L FiE �„ •�T�EiF „ �</� 3jQj Pf x-7" -I LTI FLAT PF4:> • ` if 0 2 3�i 3.it3q„ hi t3' 234, 4Z" xi h-It�KE-uPSGi1LYi I'iEIJI- -I' P.a - O - --- -iZo- ------ - ----- -- Via. \ - / \, IN THIS PlrA, Q4 UEL All Iv1 � �L➢ TUIS bIMENSIov FLm2 6SSc�113L•{ ---- \ STL CLIP.bK' ALES - - STEEL 91j{ TU5C SEGTIOIJS _ s J \ p-�TT HRZ I I 71 II, it I � I 4 f /�TlzlC o� u/IIJI�O�/✓ � </�LL d Iz = 1 -c7 s�E MEI-IE;EES IJof"y4o.4"IJ Foe cL4-_IT`j N1 •I'' II,I I,' I I,I .I ; FIEL�.uE-Lr�-iYP, - I II I it REVISIONS: ISSUE DATE �l 4 617 alt _ --------__--_-_-___J L - -__---------- - - -_IJ _ -_- -__-__- -- __--- �- —`-_ I�I �t141 I � 141 ' / v 4-141 1 4-�AI 4E�41 I4l'{' � I II I , I mPROJECT: jl I' AHSENPINK \ I \ AN AMERICAN VILLA I 1 4270 THE LONG WAY EAST MARION, NEW YORK MT I IARCHITECT: MARK A. HAYNES ARCHITECT 38 DURLAND ROAD LYNBROOK, NY 11563 P 516-315.6953 SHEET TITLE: i I ENLARGED WINDOW WALL ELEVATION IL SCALE: AS NOTED ED A&C ¢��e P�oAEWy} DATE: 4/25/03 e DRAWN: MAH PTf PII JTE zIOZ �I�U N 02 61 ,IOQ SHEET NO.: FOF NE _ A- 11 + CEPYRISHTO 7DG3 MARK A.HAYNES ARCHf1ECT A ! SOFFIT YEN- - -r(P i4LJ cc,JNa�rlc�.ls - lefu RoLTTIF-ec-o ; 54% 114" COJr• L,/L I 1 I I - �Lioot7 I'�LdGI-!II�]U % 9"LCv. uILTI I� 1 4 azEIK TF-IIA bo0-ZP5 GoiJ aNGI-b25 - 2/CLIP - III I ry 3/g" ¢ Efiu 2� Lc�. SP ST Lol.-T /COL JP , G'I I w/ MUT " 0z — 11 2/GOL OECD P L r 2/�L Hip f�r FL�sNINc� LEPD coaTEl7 coPPLK STbNpllJv Sia 6 2 �NC� ST-ST. E�LTS / SEyM GZmF co' PoL(STOJE COLS. = I v/ NUT 4 LocK^,IvSN - �t/6o5E SLIP v✓E� A 3/t3 � I �� y�� y'� I 6ENr F--T-F I'�"(� of 3. 2x10 IJ D(LSLIP-ON COL- 5.&SE' p rrs' . i =71 -- - _ _ e Lc,. ET.ST UILTI -Iw�IK I 1 I 1 I I I I colJc Fool-n•Jc> '= 1 -D `D, h : r :;' poL.T. -`f/coL BasE II I I ' I I '' ' I ' I � J�� � "1Nf t�Pcb C�Ly. T'�E'I'✓J17- PG..rI=;^I 1 I I-IILT�GI ply/ �N16ECNIr1J-r IJ - 2323 IRS 2323 Ifcc, 7323 IAV CoLLJI•`IQ UP 041r GLTLP-F-V L : co �d- I_ - _ SrL-rUG�cI" 6MTL ITU „ , II, I m I I I I --- - - - - - -- -- - . P NLIEU G lGEP �o9 P ✓I�E x�I 1 1 _ GOLU�11,1 �L�ST SIJ DE j dl L t I I q' F/=TE IJ LD TD FJ'JI r> / T' , i a2 Ii'=11-O' ol� iT�rS . ���ICE 3 air f I I —�., _ I T TMr- , U�, P-4II AT LvL Ca�IJECTIo�J. FaSL�J I ' I .. I ��— I Tv LvL^r�( TEtlk-rlE "Tb I I I I I — - - L ----- ----- - - ��� 7 I�' 'pp � I I ' � � I ------ --- - --- --- ----- LvL L-J,L•dpE�S — I_ I sur Ir I ; I r Y I II III = (y��. Gox3ia TNK -ruFC REVISIONS: My = sECTgJ @ Go�lJE2 aLl �h7 fz�NGE POYEF ` I d LA -0 ssue onTe 131JI1-D r1EPr- CIA - I T — FIELfJ ruse 1 r-4II STEEL FrII y j I II j l i I SEcrly JS _ _ To ti�r-Ra+.a uJc� sEE OEr 4/art �r A-141 — =--= I A 9I - - - - - - - - -- sur I-I 4,h - - -------- T n � =- - _- - --- ---_� I i -�-_ -- _ - ----j i -------- -- - - - - �- j_ � I PROJECT: AI-ISENPINK - PELLG �vllgJco^uIiJ Q�^5/,5 iAI2 � -r'� L AN AMERICAN VILLA I ; / cn / \ �oNLGz�JS cUSTcM 61J-$ NV 4270 THE LONG WAY - rnI -� IJT)`aIJ CE �Oo2 EAST MARION, NEW YORK rum an I h141 -- -- ylr I � I SEcnc�J EIJG�SEb IIJI /'cnrPL, �Nn-- ARCHITECT: MARK A. HAYNES ARCHITECT I - -� L/ �At 38 DURLAND ROAD LYNBROOK, NY 11563 7 y I}. 6 ( n - P 516-315-6953 L- -_— _—� I I I I h— II 1 I} 1 -_ 3/�(u _.._— _.k`I7� � '7-113j�0 1, L1 ��q, �I \ ,I I O---I I mw- _ a 3-if --- -- - ---- -- - SHEET TITLE: I I i 1 1 I I , � I I I � I I - - -- �2-0. � �� � �� 2.0- I , "'" ENLARGED TOWER PLAN AND ELEVATION I IJo2Z. STL TiJ2E AN,_ \ I a1Z SCALE: AS NOTED I I � �, i °= 1 -o PED DA DATE: 4/25/03 `� g•��NOREWH E Q12 �O P'FP m�CT FasT�IJ STEet-PR6r'•'IIJv ¢ a DRAWN: MAH i TNIZU SILL IiJrb Foup,snoQ,- �c , SEE y✓IIJt7o,�l v/oL_L C Ee7w L5- RCK� d- I 1 •� T9 026 a OQ SHEET NO.: FINS �TiT TD� vE�_ LNIP�C-b IJo�H =I'_D TO�vE� �IJLQ(��CD �Z A- 1 2 COPYRIGHT@ 20M MARK A.HAYNES ARCHITECT F i 42-1 EZxTEelorli- Fran S -riIcAs_ 20 oz. LE=A r5c7mo--I G� T�U55 \ ST�N�TIE � EouhL TeJ55 �✓E! 900FcU/E2 �(Cc� YiP MEti1�hNE CSTPVIJC�TIk LTSICo T�vIST S-fR —�\ Pl-nTES - Psl' 711 ML�VF- �2v 7 WsuLl>TIOJ arD reus/ T- -r JeG wF-aPE Iv Tog P—a-rE- "2 _ — 05 P� GoNNEGrIou \ 5 I DcxJ2LE 2„ -TOP PLATE- _ I I _ d- L 6/ER. F 2 =Co I'-oMiI,K� - �� STZONC>TIE MTS - 'rvu/IST STP-aP z op P 1�7 fz�FT-ER Gc�JIJ- / I �� Peo✓IDC- IOd IJ61LS h-r Som I.-I6LES E7.�1-I �� I 'J- `L KCo I-IEAPE'f� -� - nt:uG Fir- bLGt:fr-i ' Cour- J, 9 Ex�U v FIR F P-R1•'I I I�k� __ _ � �\� �\ _ _ 3jI 3' �_ \\ \ \ Z' GDS F�TEzIOZ SNE -TIJIJG IJP TSP oP v/�LL EL. 20 ��� 3 � - ”-_ - - 11�'7 S 011;11Q Fog cLp21 10' 12IM P-I 54pr-� - PLJ LL 'I�Tf SoPP L'L . 77.0 -5 -72)'-11 PEp�IrIETE2 6P7�/EF ISTPoNcnTIE SsP I� LSE / ST UP R�-C- TIE - IOd NPI LS =p JLy 1�Tr of Ibz �L. I°J- IO / 'I P�EST6UJED Tim GEj7�� I aTaL L kb!-ES . PP-ouIDC 67 /-ILL -- -- -� -�FPITED-. ,?PS =>TJD - SILL FLQjEC�I-INECIOl N �LC�KING /&S ;aEQIJIKEl7 PeovlcE 47 I111-Ir cP EXjE21o,2 �� S-1U P - �� •d ". �g r. 12 LoIJ G 3" Ho.�g 6PCPOIZ R�OLTS to � IIy .S aT �'-d' o.c. Ml�llr-IuM 2 ��No,2S PE2 ii T 51L-L- . �ovl T- ST2oJC�TIC 3.5° ?/ PET'LI L AT O\4✓�f�// } ;o 'r II P o t v1�NER, IZ' M�x FPnM ALL " T I� SO�� I � Iyy= 1 '_C7 �� �v .� z.J� � •S �-OIZNL=�✓. � E4UPL P'IN. I ST FL EL D-r] S Q� i lJF1-I FT- �IJCI-bl� Tb �S m3 WTs II Sr-- GTI D[,J TPF-LJ 13 II L6DDEe UP STeaiwc rI E ssP - 1'3 c auvE' STUD - PLATE TIE. IcD d P/,4 LS AT a[-L 1-IoLES - ALL STvDS -\N bLr- Fz STLJI7S I<�' NuF�EICAJEsTV�PSTSU _:;p;,0� ���'Ric? otJ �iII�C-�Z Y•✓�,'-'.1'I 51PE '�j =�n\ sNINC LAS ovc2 7-(,/Er- REVISIONS: Y" EXTEIZI qZ. GPX PLYw�D , 2 �x Co 7i=ChTEJc SILL PL.6'I- �- ISSUE DATE ' JFhTNI - / 'U/TEAM 17E 51-11ELb.-G -1T- - (5uILD PEI-T , G/i�o3 AT PGVSb ,6IIa-E4S - �°I 11.1 _ 2 j as j r j 2' LoN Co /3v Ll � v hNCI oC L'bLrS 2 MIIJ- PE2 SILL -_�'-p' p.c ./ 12�- P/6X F2o,-4 ALL CORI j P ELLcrzlcaL Er C EbS Faz P�LLI )cam ; GoNC.--LNlSw/FILER 2 - EINFoIzGEML-�'I- -- c0 I / - yp"- I/ov/ j=o6M -SE/>L'f�LA// �1L.L PLS E ;i. , i . - - __ i Cas- EIVT �INczau I.duS ME'6'r PROJECT: .2 -Ip Ib _... l+ +I t J u - - a AHSENPINK Id i l b�mD FLoo�lhc�- oz �J� , F � ,IL s AN AMERICAN VILLA �,u1- , _ � u� INT, Glx F`L"(`c/O�b' --IP-F_ L ' �� `� �'c}' - �',� ;.5, _ < <J _ ., v e 1 �?y - 6 I L .• P G4_ukD NJ ILEI / / ya CRuSP ED SroNE SSE - / , � EAS THE LONG WAY D R A EAST MARION, NEW YORK ' �- - . � • 6 � a; � - G,. P C !�I`10E-fzLm � 6EGM5 i i ' ti � i I l Cd`HPeE�16L� JohJt-'FILLCe -r/� L 20 - �z' 12" o,c . . � I ARCHITECT: / I .• b IY` J T = PEhM P�Lcx�IIJC� it v .q II -S- !9 Co ,uIL PCJ=(ET}I'rLEN E" ./.II - i MARK A. HAYNES ARCHITECT M J='JT5 12" 1, - 6' 38 DIIRLAND ROAD LYNBROOK, NY 11563 - A ' a . oL h a p e �e/w �EINP -315-6953 / 22 SIZLIICIjTIoGbI.I vIp' FAv�L'�L7ST- (•reYEPNE // --- -II • , . . 6 . d u A ; b' :. : -. � LI a ; s`rrnLAlYER O` CR JED SHEET TITLE:cN2Z . a P-L PLrii coNi S�PisF'Ta,E'fzLFD7mFING �i _T_ ;.- Id- - , alru7 �V E � a , ==-= MISCELLANEOUS DETAILSb�gs - 2jovE�T rovE sT� Pof ALTFfati4,TE DJ 5ITUF1 EIOIJS IV FASTEN Imo" oc Pli - s4oF 4 � - _A D(LJ`/CIN F.dSrL=NESS _ �" • '1.'� �-r-- - _ � � d �� ='j- '--� -�- � ' I�� L ; POLIPED- IN -fA (fol-,JC.oIJC- rI �2) SIPs JoPz- \i -w� i I,. � 'w K- m 'jo°f°ErD�� ✓v _.. U- - - - SCALE:Pou}Jbo �ALLw/�EN AS NOTED y J.,,1 I } / DATE: 4/25/03 51 �� P CCS S01 L EDARp DRAWN: MAH ,-r, aY '� 1 /; �5 iI OREWH A SHEET NO.: T Pjcvl_ SILL Pt�T,aI L- 3''= 1'-o 2I N Q� 013 a139rF0F6N �JO A- 1 3- C➢PYRIl M MARK A.HAYNES ARCHDECT - 41yEIJT-TN2U �,= T-(F. r�� ( r FEiz �a7H uC>`1 Na>c Tuna Lw I'IT}NF J pI sl r b - I 3o YEa� LaM1�7�TEFI aplaaLr -N" sIJIIJc�LEs o,�e ?A� po�E-e WI �J DOW S(,kJQl�Ul_E ITTGVE� 3�° P 2 Y yII ��� IZ Z IJUM6�� Tf�E d U K,C), �M. D. GL�'1 OPEN I`b( ES T-- � ra-L u2. vrpGE ICE 4,-ioTEt SNIFV G-S. PFFC W TD UoUSE T'g-PP Eav>=5 /aL.LE`T/S `t-141 LV. a>uI.JING- ,/Ern- 13 3-Cis-� ,r 3-5 I 1 4141 Lama l -FIXeY 11 3 11 '�I 53p} --F FL_pE 1 KFLo✓� Fet�ENrE� �/ T LabIZp2dINS 'TYP- - To Hou SE SEPTIC-1'7 EPTIC SI SIEM GaIJT. �.,F1T DIET",'-�L 9 1�5 LV. /�v JIIJ<n /ENT 3' 11 fi 2 11 „ -- - -- -- - - - - Te PEec� T �" uousC T2aP I IJ 9`135 Lc�.L�v.T.JIIJC,- FI�lEI7 1 3- 113/� r z1-11,,�, - TEr�PE2Ep �.dFE`lY 6oSEMENT �� - - _ 8753 Lc�. i�I FI CQ7 2 31 7134"� y1-5��11 �N 2x �LxpJv �/ 3535 caSel.�eN-r S 21-11 '/�1 . 2'- IIa�1 �L_UiW�IN� �� �J� IZ bl /��I�/SI./I � I I au II I .S. SEE PLUI-•113111x, IJoTES 3541 GasEMENr 5 2 -ti �.1r3-5311 2 - ox g �czESS � 21 Z I 6vIN IIJC ' rIXEp 2�Q'1 GASEI-�IEIJ-T- 1 21- 5 K 31- I'�4E 1�-8� x3'Co�/g �GE55-PSEMEl.1T f mac- Tr'lIN iN 51I7`(P 1 �E-5T<`-I+JED IIx �} GEG�G� 75f l Gv a Com- EhT 1 )-I- 113/�1 r 1 5%� T�SEMENT - -0, Cbp��S - PELLe h S U FRENC-N PEESIC-,QE Z TOI aL UNl T S r� 9 - GL.P.p wNITE E­7/^T-E210P- • - - - PgEI U�E�S O��E IIJC� PPrIO p�ZS F � p4lRD✓_•n2F /Jb g TrPICG_ T2uS5 MEMUc� - flu-IEb INTEeIbe. ; N -2y�1 I��uo�-s�NY FPaMC ,�/ 5/��-r�-W�a� S-�c� cc��-Q-y)_IJr STeIP vLNTCc�r_ fl m -Geer=Te r� G�7.5TIti!:�s sl�oP P�Jr Y/FJI T E �/✓I N I�o�✓ Nc7TE5 � -� �'_� -� aDo ALTE�+�aT�: - - e�, ;�_o✓IpE IS11 2 fZauND LFLS z;---- "-W" - �. ALL .GII.1 GtJ-CiS �'-IaLL FjE; (�ELLd 17ESI C�I�1C�. SEZIES oZ Ec,�uai_ � C��S � LCACE2S +�rrN STr�='I�1-It�f-�EL'S - G'TEPIOPG GL6r, -/NIT-E ASF 61� IS /�ILIJP SCA�•IL-yam. • �.eEs�s �2 �EIJT u�lrs / I rT Ezlo� t�E� f l 2 13 51M � )T�II� I CLL P_4-V � �F !T-N L 31= 11 -01 • {Jo MUNTIIJS E'EOJ 112Eb �; - ALL �ilNl7or✓S !..I-lhLL. N.EEr 2EZUIrE- AENTS� GopE r-.,ECT10N 'jo1.2.1.2 L!�E MISSILE IMPI_T _ UESISTCNC E- SEE E'LE✓aT1oNS FOP- UQlr', 2FC—Mvt_Y� CSHT) cMLCRJ?-w1 _SPUTTE¢S 64-X�71Jo:�;& -4-[r11 IMP�T•-GLaSS{I2c=� - TPuSTILE IIJTEZIoz Fti F_ 20C o 51FOLL� Z LE6; REVISIONS: Poor- c_LNE�puLC - Pe EvCu�J�cI�U,1vE - PeEl-1UQCn 4I-III-vE � - I''j 5, 6.OE STI cK .ci/C3 F-Ci F4t1-1 - - I�j" roll&-PE S7ICK -lil c FLET ('6N EL ISSUE DATE SfM[10L_ 1 P1= z I'paL�Nr �. C7. I � I�� . I�Oi > O - F Cr7� F21MED O -� GTO PKIME� fSUILb SEPT- Co/glo3 OTS 'Zo C) q' 21-a` x c�7'Z� 210117 -Il�ND - J-IAP�7`�/PZE GUTOUI-S O2 TS 2cxro �i 2- t3 x gl-21 �E P I I-II I� � n W t-b 2ce o 1 21 - 81 i?E�/L�eSE ILEI ® Ts 9-140 2 cl- 21 Z 13I FoUn 05 1T 2 3 !, 5 I TS414c7 1 '�1-21 x �-2° PIF-oL.ri PROJECT:• © TS 4 140 1 _ 21-b1 , 8-2 PSI FOL- o TS � 14o 2 �I-�IkB 2H �1 AHSENPINK AN AMERICAN VILLA ® TS 4190 1 co'-ZII a;,f BIFo _-b 4270 G WAY F>rLLA `0Z yo 1 Co-r7 x �1-Ou oUTS�-'ilnlCo FfzEIJCN EAST MARION, NEW ® - EAST MARION, NEW YORK - TeUSrILE IIJicRIC P>IFoLC-,l 9- LE-4F - �Ll-Q PESIC�N�R TzIES GUT IJc�F 4J " - (��EI-lul-.� `f - I-II�E E•L�.��S - cl-op ITE• EUT-61oE ARCHITECT: . Ip Pt-LL/� G��Cv 1 SI,o'F 8-O oLJTS�iIIJG P2E1..>✓N _ - '� - 13j41 SQUhZE STICK -�/Z3 F"T- I-wJEL - SI-II�IIJc� �yPEEN fi FELLd 30�, 1 2'Lc':y I -Is'o�-luc' PeENGN/ LET-T - -o rdc a�Y I�MEp -p MARK A. HAYNES ARCHITECT _ - I'211✓E� wTEP-1oIz Z fblaLG E S 2 81 2� 1 , t>11 Lcx�E9 LITES - TE"P-sd:=1 - 38 DURLAND ROAD LYNBROOK, NY 11563 - - ❑ P �IvlJr haup EE�/1=vSF 15-6953 3=1I''f 1' 4LsrZ LiTC-s- TEip-S4FE SHEET TITLE: SCHEDULES 9 to SCALE: AS NOTED �\EDAq DATE: 4/25/03 �\h DREWh, / T DRAWN: MAH �9 azse+ OQr SHEET NO.: rF OF NE Ny CDPYRICHT© 2003 MARK A.HAYNES ARCHITECT r i 28�I q!o' tq1 d _O H" 1 ._ _ N 7-0 _ , J 4- o ° 20P /u a yu ° I . 3 „ tl I d 1 " 1 P 1 p 2'3r "3^113'q" `� P�-3'2 !I Yi-3z 3-II � , ISL }'O 2 D tj-b -p 0 n - -4 a.c. @ r� S 9 r � I � I\ � �— �EE� FfzoM MP40 NOL1S5- i r- — - - — -- -- - - - - -� 7N . Co Ca I1 00 00 T . - - - - IP -� O2�=o_'FIO 6 2- o � � y�D 3i N .-c � --.uQLL- -� ---- - -rt- -� 6"!�_-- �.� ZODI - 5z I h I n I 9 �D PN 1p - = — I I � '�-o FLnK LIC�I-J r5 J 0 ` I — I n 1314' I \ '7• \ 2 - fix VS o — _S - Pit _ Li \ - 0 04 11 11 I .61 yo�: -p o 51 I 1, u _ H_ IL_ o yENY TO O.uT517E - u �I - - - _ $b3 DRYE"K . . p -I-O �1 I � - C ) ( I JI �6NGE._ I `M IREVISIONS: ISSUE DATE I 1 ` a I n I I/ a I'-o 11=01 5 �h 4-0 - .4�o .N u I I " %'1 32 5Z 1111 ) 02 I I I t 44-0 Abe a L-EC��ND • - ( i 'd' 1 PROJECT: A H S E N P I N K O '. -. _ 4 D3 3 �A� p1MMEp-' 5WM( W 6 _ _ AN AMERICAN VILLA D'PN DNP�JI S /IGJ - f�IMM_(L -� 4270 WAY 4P PLJ3 3 -u6T'f�JDAIJT S�IT�N PIMt-I-EI� O AF O I EAST MARION, NEW . „ EAST MARION, NEW YORK #H `t tv �uc�uT - u1-ucT- nuPLEX o11T-LET _ \ - ARCHITECT: �'Jip vc%7E2F�ZP�F" pXTE>✓10F cUTL�T I Y loFT c-�ouNb F-&u LT- 11JTE2uF)'>_v_ o��C� _ ' - - --------- - '- -- - - --- MARK A. HpYNES ARCHITECT Q CaT 5 Cfi6LE- TCL-CoNP v1�N� � y/ OS �9 38 DURLAND ROAD LYNBROOK, NY 11563 i _ �_� 'FLo�E:L�N1= F2prJ S�IT�N �ctl✓6T�b _- � /]" 1 II P 516-315.6953 SHEET TITLE: -�IJTL- LJT1uTY FIxr UFC- - I N \9 I - FIRST FLOOR ELECTRIC -r -I s--1 c4a cLFlUNc tau �MMF� I AND LIGHTING - - -- O EfJ Cc'TEC>� AS_P�1z SECT ou 43-311b1,]Ok1DE - --- �h•bl'E DE'I EGTo - - - - I - - - - - - �-� — %1-� —! is=' , . SCALE: AS NOTED ��FtE10)A DATE: 4/25/03 \G) PNOFIEW H �IIz51 ��Oo LIvN 1-1i�1 � SOFFIT- LIvNrS � ` a DRAWN: MAH T9T 02661 yOQ� SHEET NO.: F0 NEN A- 15 COPYRIOHTOC 31¢1 MMX A HAYNES ARCHITECT Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code Su13JE�T0 4�' REScheckSoftwazeVersion3.5Releaselc Data filename: C.)Pfogram Files\ChmkNREScheck\MuenpbMl.mk v FJTE� ICELoo-P K�PoS IPE 7 - __ _ _ - _ _ _ - - _ _ -_6ZpOG? I�T�Gd{ uPUFr ITITLE: Allsenp nk -"EI--IP ` - - I + + + + �00 1' 1COUNTY: 5 ffoilr 3 -0MEP - I-1�lSf1aT- Mow 71F- _ 'S -.1J 1�_ __ V X301.2(8 _ _ _ I + STATE:New York t' 5. HDD:5750 ICY, CONSTRUCTION TYPE:Detached 1 or 2 Family 0 HEATING TYPE:Non-Electric GLIMa`i-IG /slipG�OG�/�PNI � bEsl_GQ CIT I- LI; I DATE:05/18/03 1 DATE OF PLANS:April 25,2003 PROJECT INFORMATION: Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - 't � I rn 4270 The Long Way Exposure B I I East Marion 1 MY � I I sovd Gust COMPANY INFORMATION: Thtee S _ W d9 d(mph) BS 90 100 110 120 130 140 150 - .y7 ��-� ��PEAS- I Mark A.Haynes Architect LI, E LohbS : LEEPIN� 2 x�MS d'�� PSP STHUCWNl Slm+Tfmuc I } EE c c 6c o �]OIJ SLC'EPI.IC� ZDOMS I PSF H F E F E F e F H P $been..'Lacadou' Refe'".t Sptom' MaximumNW Spacing for ed,CoomeaNWs or ltd Box NWe(ioches,rasa)' � I COMPLIANCE:Passes �ceF �SNav� 2j PSF f uheaa.n.) PSF 12 6 12 6 12 6 12 6 12 6 12 6 l2 fi t2 6 12 j } 1 MapmumUA=731 bEap 1..06P� �[11'7� : Ifi 6 12 6 12 6 12 6 12 ` 12 6 12 6 12 6 12 L - - -- - - - -- - - - - - - - - - --� You Home UA=677 p l PSF f°tCnpr2oOC 192 6 l2 6 I2 6 1I 6 12 fi 12 6 12 6 12 6 I2° 7.4°/a Bete[Than Code(OA) 24 6 12 6 12 6 12 6 Ix 6 12 6 1x 6 122 6 12' al Grass Glazing �lq�LLS 'J- PS! u 6 I2 6 Ix 6 1z 6 1z 6 12 6 12 6E4' 14' 4' - ATCaOr Cavity Cont. or Door Ifi 6 Iz 6 I2 6 12' 6 12' 6 6 6 6 6' b Perimeter R-Value R-Value U-Factor UA ', perimeter Edee Zave c SNL3TI•�� _ 192 6 lx' 6 12' 6 12 fi 6 6 6 6' 6s fi,' 9- -5 s' 6' 6' 6r 6' 6' a" 3940 38.0 0.0 99 6 12r fi 12r 6 6 Ceiling 1.Raised or Energy TntssGable EvdwW RtkemlNke]Puss w/Lookout Black 6 fi fi' 6' 6' 6' fi' 6' 4 47eex 4' 4" - Wall l:Wood Frame, l6"O.C, 2522 18.0 0.0 122 Goble Godwin Bek'or n"u..Tress w/o Eaka Ovubmg 6 6 6 6 6 6 6 6 6 6 fir 6' fi' 6' Window l:Wood Frame0ouble Palle with Low-E 414 0,400 166 JZ co,c PPd11 PL-T� co P' �I-IUITL--� PaNEL- 148 0.400 59 BOUW SHEATrm4G Door Glass S}J..�I� mNFo:-!-M �UIT41 GLL EEC,IIJITZEI�tC-1Jr-�j Basemen[Wa111: SolidConcreteorMasonry 1168 0.0 10.0 69 SheeWiv'Size Rarrorrrvss Sp'..' bordroumN.mbcrofed CommmNtae Wall height 7.5' c me,,sacs PerS.,rort of COPE �GTICAQ E3o7.'L. 1 .2 //�� Depth below grade:7.0' p�t,JI VIJ LO1�bS. - 1x6 ac lxg ShnWivg 12.191 z z z z z z 2 z ortIns: lob-On- :7.5' 1 30 isrgetSh Nmg 12192 3 3 3 3 3 3 3 2 TYPI Cbl- STgUCTur�.L wliJb0� (��� C� - I'-� Fluor Slab-On-h: 3-0' =heated 144 10'0 101 E - Nta spmiv6•tpmel cdgee MJ Insulation 2: AH-Wood Engineered Design Limitations Fluor 2: All arced of Air,78 AverUncondifioned Space • 1388 z1.o t.o 61 F - NWepmivg ativsnmcditle mppodsmthcpmelflcld(m) :,EE ELE�/G-rOIJS .'-`'IJd �UHJ�P/i U,GJ CI�ULL` F02 P61JEL LOCJ=TOIJS Furnace l:Forced Hot Air,78 AF[)E Refeetnee : For m.febrelbivgwiddr,4 foot ofthcperoseter edge ofWa roo$mclud'mg 4Oct onUob.idoofthe wofpeak,the foot perimeter edge rave ethc0mmtrcquiennenls Air Conditioner l:Electric Central Air, 10 SEER ' Attrib t Motion.. Section Figures shan..ed .' FLOO$SYSTCMS ' I ' TebWtled l2 WebocvWspmivgassumee abuthiog abaehedta mnerlhuse fmmWgmembers wilha>o.49. Far forming members wiW 0.42<G<0.49,be ed] Pe51 TICaJ r,5-� �'- COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, apmmin rhea be Rdmedm 6 m°hes ox LII F4 n Spec itcations,and other calculations Submitted with this permit application. The proposed systems have been designed to meet the Lumber foist Spm 26' 21.3.2. - s Tobvlandfiivc6 a.o.nail Nmiv'assumat thuod,,abachcd 0=,,wi=ves fr.min'memben wits G>GA9. For Greet.,members wlN 0.42<G<0,49,the mil �-+U�T[-�- -J07 IQ -I 'AGI= i Jolsty joist Sprat., ?A"rata 2.1.3.26 - rpmibted 6 iib ....tell sie,assu.°. '-4U '7) LG��J(, �/Gi7 f' .�L1.C/S u..-.v.._e.o......c_..-.,..n__...._....:.... n.,...w_....:....n..a........-:....__..... nr,.......n...a.,...,an..-:_-,n...r--:._..r r...-w...__..a;..a " TtbuNVA4 Weha,e.vW tPmive uo.... 'here.,titmhedmmRrltruss£mmwg membexwi%G>OA9. Porfr°mingerembeamffi O.4240<0.49,Wemil CmWeven-Suppenivglondbeadvg walls or non- d 2,1.3.2c 2'1° spmmsr ehoabemdvccd m 3 lash=a.c. : signed Its page,they are attesting that to the best of his/Iher knowledge,belief,and professional judgment,such plans or Cooffl adng-Supporta' a WerinTbelaedwa ryreduced t3 iabuadivg loeend'm Expneun B. y2 pe FL.-{y/m� -�i4Jel�-/ PSN EL. specifications are in compliance will this Code. Itrolb Retortion-Leadburivg walls or sbesrwellsd 2.1.3.2d 2.14 ------ - - - Huilder/Designer /c'`'`'e �i Date 5 � ��3 Wvad I-foist Spm 26' 2.1.3.2. --"-- --- - -_- - - - Iani,h Janistspncing '2""o.c. 2.13'26 - Table 3.11 Walt Sheathing and Cladding Attachment Requirements for Wind Cmtllevcm (seemoer f.tanner) 2.3.2.6 2.4g2.9a, I Loads - Exposure B 7 u V Rc[6acW (so.o:euafaclamO 2.3.25 2.44 Ward Floor 'Duns Spm 2fi 2,1.3.2. - 'rhme Second Gust 85 90 loo 11(1 IId 130 140 150 "lI CC Winds df bl �• Trvsses Truss Spacing 2.1.3.26 - iF Cmtllevem (seeee hues pions) 2.3.3.6 2.13=,2.136 E P E F p E P E F E F E F E F (strou Almp Setbacks s) 2.3.3.5 - Flo.[ VetdcWFlaorOf;ot' dr 2,1.3.2' 1.2 Stud Hptdn' Maximum Nan Sptnmg for led CeoneonNone or lad Box Nons(I.cheN 0.c.)" DirPiuvgms Shushing Loddon Censor,o..) Floor Dispbml',m Aspect Ratio 4:1 2.1.3.2E 13 Floor Diaphragm Openings Iessm of l2'or 50%of 2.1.3.2, 1.A 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Banding Dlmenxivn lotsm'3..e 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 PGIJ EL �hsTENE�s MUST - I I �� n n 6Y5TF.M5 : ,.a i 24 6 12 6 12 6 12 6 12 6 ]2 6 12' 6 12' 6 1x' QT- Gla -� 2XCo -I-L17e7 I I REVISIONS: 2.1.3.3= 12 6 12 6 12 6 l2 6 12 6 12 6 12 6 12 6 12 Wa115Nds Lcedbemir:g Wall FIDight 20 ", 4"Ed,.Zane 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 V _ Noe-Loedbemiag Wall Height 20' 2.1.33. - 24 6 12 6 12 6 12 6 l2 6 12' 6 l2° 6 12 6 12 \ ISSUE DATE Wan Send RPOCmg 24"o•c, 2.1.3.3b BOA ,sImATmNGOH.APSmwG BOILb ��• �/� O$ 4' 2.1.3.3° 1.5 \ 111 Shurw03 Sheuwall Live Offset' aretNue Six. Rens ares Spacwg IdNimum Numbcxaf ed contester,None Box NO d 213.3d 16 (i.ahee,o.a.) Per Suppov Sheo[wea Story Offset Sbearonfl Gerona Aspmt Reno 3541 213.3' 17 1x6 or lx65huthiv6 12.24 2 2 2 x 2 2 2 2 \� � � �aSTEf\_11 I� PETL&I I_ FLJLL - -"11%,} ROOF SYS'1'TuM5 " -" '� 1 1 a r.ere Sh file 1224 3 3 3 3 3 3 3 3 _ \ / /LNI✓ O Lumber RA.,ST.dN0dwvtel FrOjectinn) 2fi' 2.1.3.4. - E - Nxd,acineteptnetedgu(ia) hers Rafter Sprcivg 2N' C' 2.1.3.4b - P - NW spodv6rtivtermedhte mPPaM GthePmelfleld(iv) Eave Overhmglevglh' Enter of 2'or 2.13.4c 2Af : Per wall shulhivg within 4 feet ofthe c0men,the 4 fent edge rave aatchmm[requirements shell be used F6STE IJ E� SPa.GIIJC� mfmr epW3 2.5.1.1,2 r TtbuBted l2 tach o.cmWspaeing rnumee ehnthin'eneched t°sludf Ing membenwi0so20.49. Par fiomivamemb°n wiW 0.4250<0.49,an red 'trace � F007- Flat-12:12 2.13.44 - neabtonfenedto6ivchn..0. _ Roof Slope -r-c� PRO 26' 2,1.3.4. a For mledm panel neie&g9vmized boxnWt rhall be petted to be mbstimed for connote milt. I-6� ".NE� PANEL SPAIJ { PPNE('�PaN ('�)EL.`iPvJ Wood l-foist hoist SponT-(Pe < til- r--O--r- c' e>< Fmr < P'roT Roof System I-Joist Spicing 24".... 2.1.3.46 - TabulslW roiltpacwgs tnsume ahuilN.g located In Expowe H. _ e, A C N � ' K E.Overhang Length (smufoctmcr) 2.5.2.1.2 - 2. u m (� H G Roof Slope Flat-12:12 2.1.3.4d - 60- 34e. - I-�bILIL1C% /�7T6cUM1=NT SNC-2/�L hbT E = AN AMERICAN VILLA Woad Roof Tuse Spm 22t Trusses Trvss Sinning U.'0... 2.1.3.46 - E6T1{II�. oT1-GBM EIJT �J-JdLL CoIJPOG�M ��ITIJ T•cU-`-ES Eave Overhmg Levglh (see Hues plms) 2.53.1 - wt�A %�EwS Ifo I Cp 121 4270 THE LONG WAY t I C SuowN A6oSr E �/FG1--I T�l-E 2-`F �� EAST MARION, NEW YORK LRoofDEiapbr2�AxPeCtRatia Slope Flet-12:12 - 1.3.44 - �ooF �bLL. SU EdI NHJC> J-IGTI6IJ Is3a� �fZ LESI C»'-I PeExUeES• Rake, Loss¢ofTor 2.1.3.4c 2.1g IL-7 �j � 'R, t� �J�7�TI- pmVn apml2 SFC HCFC0 �'o2oLL C:5TN EZ 611Acu'M EIJ-r IzEC<Y.11�EN-I ENT�i � �/IN V " �Y-I�C J/ CVPI ? F90-FEC-500 I GC-500 4:1 2.1.3.4' t.3 ARCHITECT: Roof <j�'IJp=j, SILLS, JOI SI fj , reUSSES ErC- Dnphmgm, I I I I (--� I MARK A. HAYNES ARCHITE I See exceptions. �/er�P SI-IINC�LE BJP (JPEFL4Z-rHEW F F6S- EIJING SWILL HEET- F/,STEN I IBJ � � � �/ UL-C 38 DDRLAND ROAD LYNBRODK, NY 115fi3 nnD+lcwwcoocouNcl._ RQUI�EMEJTS F� IZo INPHvT46LE P 301-7. 1.2 P 516-315-6953 GkIJEfzdL PL6MIJ � IJoTE : C�6ZI v �EQ � oPtJbEtE beE6/ - _ C� tzl� dPEd > 8/- CIF FL- isPE/� SHEET TITLE: I�ESI C�LJ -Ja(..L BE C�--II Ll- II--J pCCOIZD6IJGC �UITN ��D P2tv�lE Naf�ITdr�L� PCx-� FL�� hZEI1 S.F' % of FLco�beFh % of Pl�lolz �F'FA oPFIJ SLE yeE,d > 4 y of FL /SEA colu5reucnnJ M �Ju ar2�l CblTlc PzESGl-IFT . F DESIGN CRITERIA INFORMATION riES-IC�IJ GEc--VON - Fog PLl- ELEMENTS NOT- CCDQF oLMINc�To F C -1�IvE GeEar gooM/N6Ll `,,cG.TION --JJC�IIJEE�E� �Cy1 L-{J LII�IT�T1,00S SJ6LI,-- j�PPL-Y. SEE - - - - - -- P�Eeec M WO- 1 �4 32 / TCo 51 ES c1�2T �r�vE aNb wr-cI.A . PJED2CoN h-b. Z 1`75 260 / 15 SEE dTT6C1-1ED L-NGIIJEE�'EP CaLGUL6TI�1S P''f IM1cNELt� Nbzls_P 25 / 13 - '(ES SCALE: AS NOTED Fn12 ELL- ST2LICrU13AL- CLEF--1F:NTS. IJ0T ��/ YES ST61J� 7S - M6Sf L' P�E����^ 242T�' DATE: 4/25/03 f s \� D Agpy �nQSTtR E361}gra 16 i 3 / 2 20 /�2 DREW Iy�use 6ATN - �� 02 15- 5 / t � YES ¢�T� DRAWN: MAH UTILITY Rom I,)oT �1 LULbTEl7 bs N�1-rF E SOLE SHEET NO,: _ - C36SEMEIJT' -_ 'qp ozssl y�Q F OF-M D(,NT v/ I L NTIQJ SCWr:-- PULE A' 16 CIJT COPYRIGHT© 2063 MARK A HAYNES ARCHITECT t d f t t �o� - . ) Z�bo� LL 4b 0 .Cl. x )elU 4 12 rbb� c. [2� ,w� — ®g�- ax('-, tic ��n -� , 'r ('VV ,p rql-e� OF►VE_ry AS pec Le 01 y SuG�h sh Cocom °E' 0Out �, r co 6' S10NP�' 33x8 rya � Q � Norfast Consulting Gro ip� U 3.3-66 21st Street LongIslanl City, NYV 111 (71,S) 545=5734 Scale-NTS Sheet rsf Date*40 Jc b ' `�. i e 45' OS ( P C -r)A-6LC- 2, + �¢P� Si Zv 51 ace $- 8`iPs� f 11s 3' �f T�usS�S �r sQn c c-p 'AT 2 t 5-1p 2 — 2)-4 ���> x 2 Ar e 2s'Xa' = 5aD tt vP�i� � -muss OF NEry AT e� h 'cross g� s�Kra's�z'l st Fx� 2` �a� s�k� f Z ' + f_ ^U PS P 5� 1p 34-ps�x aD x2 DO) �s Norfast Consulting,Group �5� SlC11P525N 5 /lo 2&D 33-GO 21st Street Long'Islagc. City, N f 1 l b (71..8) 5455734 Scale_ Sheet ."cif Date--5� JQb���'a►�� IOA LL "CYO E S I LL I�LQ -'.52D 4� OC4 la, x 4k S C� 34 fo4 - bC>FCFx f23 = Z b to /S-1-bo @ 6 �Vbrn . USE St A sotos T�S(14 211D. �S`7 SNLL pC,ArjI& Th F-ou( U'DAT)dA-) 5-2-(:).-q cvt,�ka-'a ' -- LF StmpsoA V-L" af)�,Lorb6tk wl3`l2` SQON&P Pwr-lc- @ d..0 a T,9�� kb 2 ' 5 PA uW CI --- -T of NE►v n 55 'w �g 0 Norfast Co.nsultin _Grow. g P .. 33-60 21st Street T Wt ov c-N P, Cio.L�UVN Long island ty, NY 11 O5C- S( m P5a n) b0 5h OBD (718) 545-573- 4 Scale MTS Sheet Date S 2 0 Job. h .� CWc,� D�- tx1 BTU 2N t(v�j W o�s7 CASA -M f, /a' ;�� J�t ID Ix (st��'�'z> �- 5(�s x5�'ksl,` � � Z — (� �Jo22x T(a + L,-2, k3o` 3 Vk s� �2 - 1�xs6xs ' ` - � x(q(o' D �,Ni '►L t tib (-optp PT o m Vk,�� 2� 12 _ , (off r h ' Sx ! x� 2b�y 2a V 3�a 38Y�Z�r� x r Nor fast Consulting.Group ya� o ,�,� 33-' 6 2 i st street NY -�-5 (o �o k3 Longi Island' City, 111" �1< _� �� y((o (718) 54%5734 Scale AJ 7�S Sheet + of Date 5 2 )ob;:. h5�. r c , stag., i r AA6 = S psi stn �d s SnAw L s nowrrmf - cam., 3o 5t6\t,e, !A)IA L. ��C 0-25' oc = 44pc..F . walk =� !5 psF Dou l�� : 3 Vim. qpmoos 7 QS Ceda,. 24 po�- I�GA C°w o(,3wnwcv* Upw#mra (5nowd- w irk Lo J si rnJJrAne aw,o ati,.. 3/+ Su64c@ 31y ` 1`-r-c�► aa�.,k. . > � c� = SIP k JA�3C Q 3ps-� �� NE 2 k I QW 0 .G. 2 psT C� Q w ate.. Zp S1 g w�- rq 311,'' U44"�.. 3,p& r 51q" pLy.>rvA 3ps4 a 'p-sk 112 ' 0s6 ZW Z" is o 20t14CC Norf st Consulting Group Srr�v► ��s 33-60 2 st'.&Sr; t Low'Islam M� - "N b Ck L Slay S - -- (7 ) 545=5 '34 l Scale_ Slxeet c �,14MOA Date 4131,o�Jib !,J/N iJ 1-0 J 1 N F) �S Su KeCEo 64 *810-6 CAL(.) X)6 k)& L L = 401�L = - + 4 + 8 = !°�pbf �STM Jk&tA, ih b4VfO.- (mac. �Pt zo qqL cO 16`' o.c,. wee.. 6Fl2.o • ilh o uA, -hu. (P*eit,W4e , t1+,�,rwhw Q n M (gip L w LV L. !an m a,p co n;kwbu.�� = 3 5 /2. I(o .S X (dro + Io1) : 0)1/5 .S �L-� , LL= lG..D 40 = ( 60 -pL� PY10,W,, l- 19 ,, J c�1 ',� �,�.�, w Lz� °►�3;S" x I�Z: 35.21 -�• S $ T'R.`1 W 8x28 L d = •S1 +n ny 36o yxP2,s3 6c, k o$ -'" ( ,a,, W g x31 Z = 110 p - Norfast Consulting..Groin 33=60 21st&reet NE►`'�Y Lola�c� "softy, NY 11 r * S Scale Sleet f cn to �— _ . Date+151 cn 07 30 . 2 Ib( L L = 4o x3Z = !00 p�-F- 2 Co Lt rn uS'& 3' S-rb C4� CoZw* tmK rr\,tAi Z-K-o- = 4- 4'.4. xe Norfast Cg�mlt' 33 G(l 2.l soroe t L(7ow) Islas � , N ` p 545 5,77" Scale_ sh et -'�- Date 415in Js ", Rv,vmz-rZ btu& IZ' OO � �n 4' � , �'�' LAm t,\/" P1ir" X Wjq" b w-k, �.- "Ur S =�'.Sb ir►3 fie'-.. Fbx Cu v x W •�F f- -CF by V , �T�-c t'b�- ►�oaps� �� NE. t (1'1 • (2.� Fb 0 030 2x8 s= l3.►� =7 3 2 A 0 Norfgst Consulting Groin 33' Zstkpet -� Lore Islag pty, 11 W►k�sr7 rlh�t,y, = s •� t Z.°� fin , t (�•3�" (7, 5) 54 54 8Tr 3 Z Xlo (,cit Scale_ wa Date 5 qQSl-tN' IJ�kLL = !0� �.un n[;e.¢�. X 9 + I Mkt►\ is = 14ZG,?Lf (Av�) % 144-pL�— Clk>641. tA") x C6A iYjr IZIR 4- e,Wl d-w tND 1 z ►S' VL -�-3p wsc, I g �st`cJ�, g-t�� `� L> �- f urs u . OF �9� D 0, r � n � 2�,a►�� �`'� �', neo ,�. Norf t gq#ml6%,— rou 33 2>1st et '...f ,. Low Isla� � ]w 11 Qlt) 5455 5 4 %r Scale IUTlls Sheet Date_ An.. cap, 13' taiR ��c, ax1 13' tom. Z.o tz (,.Q tanr, a X I I74K Z� = Ips �..IL 12 d= s.s'' L� t 0 • 1 I garo nsv �' 1 con - F (,96'6;m 0 1 - 14 0 q 2-�.S- ` l-g8a-jr • • ��s� 2,sc(o. tt Norfast Co sults Gros z OF NE�vy 33 C� 2;aT RRrr Long Island yty, N7, V 11 n Co Scale S,�eet 07 10 Date 4 �6 . 6b + Z t z Y*!6) x 0)%2k = �-O% rna ��SL } �• NEl'V _v Y 55 AA P I'�n� = LL) �.�' 18s�' • �� 3 3444-fit•- z __---- 2 Z au c�z. _ ISS'8 y • �O2. 01 — �3�- �O '�3— y •63+b3� /�1.� C _ '41 xto0 O-A k)u"ud.,Gkl- SPA^ tvC4 U41 Norfast Consulting Group O 334 2>l st Strt Z Long==Isla qty, Nw,, 11 g W 1�9.d' 5•l$�� •�.� •Ou Scale mT� S ettz f (� w Date 0330011 J� �g U�.e. CSP T•�J� � I�5g �� � � � �2 � 1irr LVL— 9q TbW - Cie }� i . D T Fb� - 2415 psi bz Cy Gs G C �o��pXId 4 'J O-D ) 20b3 b � � pa- 0)2_ d1�lS �- S = 4a x ti _ 5. S' in3 ZxOW X 1$,xt8, Norfast Consulting^Groep - -- S�L . 33-C 2 1 st Strut Lo: sla 'arty, 116 �i� (7 �) 54 54 �• °1.�Z 3 �' Scale Sheet 2 ttl : ��� • 3.S Date � . -------------- 2 kl 0 T6wen ��s� w 12 'x l x 2oQs,F C „A) 29(50) 4 -3°1 Lo Z©� ���pF NEitiY "*7K K - 22.0 � f I-Wo 103 3°! (� +�• �I� � h2 Z - 2X$ 7. 1 A.) 2. 2xt0� Z�,t Norj*t Consultin ;Grou 33-�6 Z�r st�r� r n:= Loz� Isla�qty, �� 111Q6 cit 1 (p X(o 3b. (7j 54� 534 2,X.V2. 6) �- �vX (v Scale �� heet y f Date�c , SA eel -4-5a) L .�t 14xux `)q GZa` tsiA W �A 2tY- , kt'\4kv,-k 26�rs� P �'. X17, ' 3. Ih3 S 8 .22 f y. It rh3 ri'� vT Z SY,► C-�,"Y' ,2 in N � Ni-x a 5 X IS to k 20� 128 t� +, 38 4- Y. ` 0)90 x 41.to px 181 Y. Norfast Cosi ulting Group � 33= sttr �F �Y LWslagdty, 54 54 c ' ScaleN)TS Sleetf� +� 07103 P� Date 41-41 '% 0� ��.trjLv Cs 11 KI. h&v- v. 2`tso x �n3rs 2 1• �•.s�3 k2L IS ,h3 N ISS y �t �t 4 x 31� 'l y sr IZx IZ Z Noifast Cosultin ,Grou 33st street OF NE. w y Long Tslan ty, T JL k G n ` Scale XT6 S4e, ��1Q30 Date 0 � : C Rra e, Ptoa l sty Loads . t�L< �&\&M z,,, C ( sb�t> -- JaOyS (2K.1, n-r .61 x2,(,A Iooyc� � 1.33 xa,coq) c)22 ter^ Wit-. Wws— qps� %CU(ast, 0>� GSL... 2 57�s� S�e� �a �&nc A, 20 rnph W�n� -�04 61C.. OF �VY o�rvi 4p k.L> 2x 10 P �s CO �h c�h�Y15 'fib tr r �c� 4� M prk 12z> n p4, �(o a �.. �2, 071o�`o�P��' Q1 D pLx 1.33 333+t 0S& m e*,T-cA 4%54*- O V Lk Fti USE Srme5ary (CAV,; :b TWPLXJP t�� �1mP�� `ZSP'-► CZ�� -- 4 S b�. •�,r TbP��3K�b S�vDS 12orh p� UQUF'I" fR�rna ( S IUpS Il> St(�(�Q(, -�� Norfast Consulting Group 10) 33-60 21st Street P Long Island Catty, NYS 111` 6 10) k (718) 545-5734 u1�4S11Y�pStiN 12SP�( 0-166 r> - LISbil- Scale NTs Sheet Q£ Date A 28 0 job C 0 se. S►�S6rn `l2`` *IdA6i( 1 &a t tok-PN 312 SILW , �L 43) -Lv- > CI) 1 pcf ka 3$a of o�1 30 k 3U? + gq�s�k�' xi3' 5194 /2'k�'�- IjX2' — n (o tIVLJ17 - )( 12' + 0) sf � ��� k -2' gyQSG 6W., h n., e c, f(b"& sn 19, 2 SMA (2' xi2.'/Z x-3�IVIk +- $�A F,�x (�.�'x91.25-'4- sICs� X1jK'xO�+ 4.- 64es� x --y' x2' — d (� �: Rs.f q ,5 IX j 2 ,L< — to k Z�Y-1") Norfast Consulting..Groin 33-00 21st Street' Island pity, Long NY-.' 11 { (718) 545=5334 6� Scale KYTS Sheet SL f Date 5 Zg o3 10 Czrd(,bi/)s Q,rtk 8'x lam, 5` � B�Qs Cpf s C.(- t CASCL — SN-X0 COAD �C)5�� (0.5' P)PrK OF cy� DE�Vi O DOE LAY) LV L, cA3 Y12 X 'gQ oNP� m = a x 10 5-t 0) 1b6b , 3"). T3 1 .;A 32,2 Y-4 . 1i = 2x 44-9 = I Li 10) g095 � Norfast Consulting Groin ; l �� 33-60 21st S 'S)mgP Dftrut y �o 1&A Lo t S �2 V1� G k- Lo . Isla n 5 City, l l If06 -�ram To Cowmo k Czk-uem (71-8) 545:=52N '�A LL p L/kcrz (W)L SS-M Arc"-j- 1--r " —Tl+f-0uCitU- {AAAI ') Scale &)TS Sl?keet cxy 'qo) ID 4:L it 6-VL Date2 o job. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 G1 ROOFTRUSS 1 3 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:50:47 2003 Page 1 i 2-1-0 i 4-0-4 6-1-4 7-11-0 10-3-11 i 12-8-8 i 15-1-2 17-5-13 21-2-4 2-1-0 1-11-4 2-1-0 1-9-12 2-4-11 2-4-11 2-4-11 2-4-11 3-8-7 Scale=1:34. 4.00 12 4x8 II 5 1x3 I I 5x8= 4x8= 16x8 2 34 3x8 1 6 3x4 7 1 3x4 5 N4 N4 5 N4 8 N 5x12.5 Mill 8-- 9 r 0 12 13 10 81 B2 1!9 = 19 18 17 18 15 14 13 12 1 30 3x4 11 8x8= 1.5x4 II 6x8= 8x5= 8x8= 7x12.5 M1116= 8x8= 5x12.5 Mills" 2-1-0 4-0.4 B-1-4 7-11-0 10-0-11 13-5-12 16-3-2 19-0-8 21-2-4 2-1-0 - 1-11-4 2-1-0 1-9-12 2-4-11 3-2-1 2-9-6 2-9-6 2-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.23 14-15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.74 Vert(TL) -0.31 14-15 >737 MI116 174/126 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.07 11 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight:485 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-7-5 oc pudins, except end verticals. BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 4 SYP No.3*Except* Except: W5 2 X 4 SYP No.2,W5 2 X 4 SYP No.2 9-9-13 oc bracing: 12-14 ��RED Aqc W5 2 X 4 SYP No.2,W2 2 X 4 SYP No.2 6-0-0 oc bracing: 10-11. �GJ PNpREWy W12 2 X 4 SYP No.2 REACTIONS(Ib/size) 20=12556/0-4-15(input: 0-3-8), 11=15193/0-6-0(input: 0-3-8) Max Horz 20=-342(load case 2) Max Uplift20=-7011(load case 2), 11=-8576(load case 3) N FORCES(lb)-First Load Case Only �9 2661 OQ� TOP CHORD 1-20=-11380, 1-2=-5792,2-3=-5792,3-4=-13449,4-5=-13925,5-6:=-1 3934,6-7=-17560, OF 7-8=-21010,8-9=-20604,9-10=4288 BOT CHORD 19-20=0, 18-19=10272, 17-18=10272, 16-17=13597, 15-16=16659, 14-15=18949, 13-14=19838 , 12-13=19838, 11-12=15333, 10-11=-4086 WEBS 1-19=12679,2-19=-201,3-19=-9807,3-18=2354,3-17=6955,4-17=-3823,4-16=-872, 5-16=8566,6-16=-6183,6-15=6036,7-15=-3508,7-14=3635,8-14=149,8-12=-573,9-12=5856, 9-11=-22933 NOTES (9) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 G1 ROOF TRUSS 1 3 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:50:48 2003 Page 2 NOTES (9) 5)WARNING:Required bearing size at joint(s)20, 11 greater than input bearing size. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7011 Ib uplift at joint 20 and 8576 Ib uplift at joint 11. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)3-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-3 rows at 0-5-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 9)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard 1)Regular:Lumberincrease=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-4=-104.0,4-5=-104.0,5-10=-104.0, 10-20=-1214.8 Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 G2 ROOFTRUSS 1 2 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:50:57 2003 Page 1 i 4-4-14 8-8-8 i 13-0-2 17-5-0 21-3-8 4-4-14 4-3-10 4-3-10 4-4-14 3-10-8 Scale-1:34. 1x3 11 3x4= 3x8= 1x3 I I 5x8= 400 La 13X8= 2 3 4 5 8 1x3 I I 7 LU 'ge k 1 1 n w 8 ja 3x4= 15 14 13 12 11 10 1x3 II 3x10= 10 II 3x10= 3x4= 1x3 II 3x4= 4-4-14 8-8$ 13-0-2 17-5-0 183-8 21-3-8 4.4-14 43-10 43-10 4-4-14 0-10-8 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.27 Vert(LL) -0.15 13 >999 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.41 Vert(TL) -0.21 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.02 9 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=240 Weight: 167 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 3 SPF Stud REACTIONS(Ib/size) 15=1085/Mechanical,9=1543/0-3-8 Max Horz 15=-I26(load case 2) Max UpIR15=-599(load case 2),9=-995(load case 3) FORCES(Ib)-First Load Case Only TOP CHORD 1-15=-1042, 1-2=-2649,2-3=-2649,3-4=-2649,4-5=-2763,5-6=-2763,6-7=602,7-8=602 BOT CHORD 14-15=-0, 13-14=3570, 12-13=3570, 11-12=149, 10-11=149,9-10=145,8-9=-570 WEBS 1-14=2772,2-14=-447,4-14=-964,4-13=86,4-12=-844,5-12=-453,6-12=2730,6-10=52, 6-9=-1486,7-9=-201 NOTES (7) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 599 Ib uplift at joint 15 and 995 Ib uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 3- 1 row at 0-9-0 oc,2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 3-1 row at 0-9-0 oc. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 G2 ROOFTRUSS 1 2 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:50:58 2003 Page 2 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H1 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:50:59 2003 Page 1 3-10-14 7-M 13-3-4 19-6-8 26-6-8 3-10-14 3-1-2 6-3-4 6-3-4 7-M Sole=1:43. 4x8= 3x8= 5x12.5 MII16= 4.00 12 3 4 5 1.50 zZ 2 r N 6 TT+n 3x4= 3x8� old 11 10 9 8 7 8x8= 1x3 II 3x4= 3x4= 2x4 6-6-8 7 4 13-3-4 19-6-8 24-4-12 26-6-8 6-6-8 0-5-8 63-4 6-3-4 4-10-4 2-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.81 Vert(LL) 0.19 1-11 >447 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.18 8-10 >999 M1116 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.04 7 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=240 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-11,5-7 REACTIONS(Ib/size) 11=2145/0-3-8,7=1146/0-3-8 Max Horz 11=-89(load case 5) Max Upliftl 1=-1 546(load case 2),7=-746(load case 3) Max Grav 11=2145(load case 1),7=1276(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=738,2-3=1258,3-4=1182,4-5=-1395,5-6=305 BOT CHORD 1-11=-631, 10-11=1089,9-10=1089,8-9=1089,7-8=1397,6-7=-180 WEBS 2-11=-526,3-11=-924,4-11=-2436,4-10=112,4-8=327,5-8=-39,5-7=-1733 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1546 Ib uplift at joint 11 and 746 Ib uplift at joint 7. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H1 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:50:59 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H2 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:00 2003 Page 1 4-10-14 9-M 13-3-4 17-6-8 21-7-10 26-6-8 4-10-14 4-1-2 4-3-4 4-3-4 4-1-2 4-10-14 Swk=1:43. 5x5= 3x4= 4x4= 3 4 5 4.00 F12 1x3 3x8 2 W 1 8 n W h v1 2 � 82 IV 3x4= 3x4= 11 10 9 8 8x8= 3x4= 3x4= U.= 3x4 6-8-4 9-M 17-6-8 24-4-12 26-6-8 8-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.63 Vert(LL) 0.10 1 >841 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.18 9-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.03 8 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight: 123 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-7-13 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 12=2088/0-3-8,8=1203/0-3-8 Max Horz 12=114(load case 4) Max Uplift12=-1462(load case 2),8=-767(load case 3) Max Grav 12=2088(load case 1),8=1302(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=979,2-3=1402,3-4=28,4-5=-1175,5-6=-1241,6-7=852 BOT CHORD 1-12=-927, 11-12=-65, 10-11=874,9-10=874,8-9=1235,7-8=-807 WEBS 2-12=-525,3-12=-2085,3-11=772,4-11=-1120,4-9=373,5-9=-43,6-9=-63,6-8=-2325 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1462 Ib uplift at joint 12 and 767 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H3 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:02 2003 Page 1 4-10-14 9-M 15-9-0 + 22-6-0 29-3-0 36-0-0 40-1-2 44-6-0 4-10-14 4-1-2 6-9-0 6-9-0 6-9-0 6-9-0 4-1-2 4-4-14 Smie=1:73. 4.00 12 6x8 40= 4x6= 40= 40= 8x8— 3 4 5 6 7 8 4xB% rwi 4x6 C W 2 3 1V 1 8 N 5 10 n1 h e I� 30 18 17 16 15 14 13 12 11 3x8 II 4x12= 5x8 WB= 3x4= 3x4= 4x12= 3x8 II 5x6 WB= 5-1-12 9-M 18-M 27-" 36-0-0 39-10-4 44-6-0 5-1-12_ 3-10-4 9-0-0 9-0-0 9-0-0 3-10-4 4-7-12 Plate Offsets(X.Y): 116*0-3-O.Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.46 14 >914 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.76 14-15 >558 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 11 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=240 Weight:243 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-7-15 oc purlins. BOT CHORD 2 X 4 SYP DSS*Except* BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. B2 2 X 4 SYP 270OF 2.2E WEBS 2 Rows at 1/3 pts 4-17,7-12 WEBS 2 X 4 SYP No.3*Except* W5 2 X 4 SYP No.2,W5 2 X 4 SYP No.2 REACTIONS(Ib/size) 18=2773/0-3-8, 11=2723/0-3-8 Max Horz 18=-111(load case 5) Max Uplift18=-1738(load case 2), 11=-1694(load case 3) Max Grav 1 8=2777(load case 6), 11=2730(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=927,2-3=-2394,3-4=-2280,4-5=-5448,5-6=-5448,6-7=-5464,7-8=-2327,8-9=-2443, 9-10=811 BOT CHORD 1-18=-880, 17-18=-880, 16-17=5041, 15-16=5041, 14-15=5991, 13-14=5065, 12-13=5065, 11-12=-764, 10-11=-764 WEBS 2-18=-2684,2-17=3361,3-17=195,4-17=-3024,4-15=672,6-15=-649,6-14=-630,7-14=659, 7-12=-2999,8-12=210,9-12=3287,9-11=-2636 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1738 Ib uplift at joint 18 and 1694 Ib uplift at joint 11. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H3 ROOF TRUSS 1 1 —(optional) P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:02 2003 Page 2 NOTES (6) 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H4 ROOFTRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:03 2003 Page 1 i 6-4.8 12-5-4 18-6-0 i 22-6-0 i 28-6-12 34-7-8 41-6-0 6-4-8 6-0-12 6-0-12 4-0-0 6-0-12 6-0-12 6-10-8 Scale=1:69. 4x4= 4x8= 4.00 12 5 6- 3x4% 3x4 zzr 4 7 3x4% 3x4 W ' 3x8% 3 8 3x4 2 W3 W 6 9 W W 10 v, 1 11 n 3x4= 3x4 Id 18 17 16 15 14 13 12 3x4= 3x6// 3x4= 3x4= 3x8= 3x4= 3x4= 6x8= 3x4� 3x4= 4-7-12 12-5-4 18-6-0 22-6-0 31-4-4 4044 41-6-0 4-7-12 7-9-8 6-0-12 4-M 8-10-4 9-M 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.31 11-12 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.25 11-12 >489 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.04 12 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=240 Weight:214 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 7-12 SLIDER Right 2 X 4 SYP No.3 3-2-5 REACTIONS(Ib/size) 18=2205/0-3-8, 12=2481/0-3-8, 11=442/0-3-8 Max Horz 18=240(load case 4) Max Uplift18=-1370(load case 2), 12=-1285(load case 5), 11=-515(load case 5) Max Grav 18=2205(load case 1), 12=2481(load case 1), 11=502(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1101,2-3=-1910,3-4=-1910,4-5=-1584,5-6=-1502,6-7=-1378,7-8=700,8-9=700, 9-10=15, 10-11=15 BOT CHORD 1-18=-1035, 17-18=627, 16-17=1812, 15-16=1812, 14-15=1298, 13-14=520, 12-13=520, 11-12=-17 WEBS 2-18=-2663,2-17=1268,4-17=-312,4-15=-378,5-15=-22,6-15=394,6-14=424,7-14=961, 7-12=-2190,9-12=-788 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1370 Ib uplift at joint 18, 1285 Ib uplift at joint 12 and 515 Ib uplift at joint 11. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H4 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:04 2003 Page 2 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H4A ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:05 2003 Page 1 7-3.8 4-M 6-0-12 6-0-12 6-10-8 Scale_+so: 4x8= 4x4= 4.00 12 2 3 3x4 3x4% 4 1 3x4 + N 5 30-- W3 W3 W4 5 B � 7 W 8 N Id 30 a 3x4 C 3x4= 13 12 11 10 9 30= 1.5x4 I I 3x4= 3x8= 30= 8x8= 7-3-8 11 3 8 20-1-12 29-1-12 30-3-8 7-3-8 4-0-0 8-10-4 9-M 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.77 Vert(LL) -0.31 8-9 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.25 8-9 >489 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.01 8 n/a BCDL 10.0 Code BOCA/ANSI95 list LC LL Min I/defl=240 Weight: 167 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 4-11-2 oc purlins, except end verticals. T1 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, BOT CHORD 2 X 4 SYP No.2 Except: WEBS 2 X 4 SYP No.3 6-0-0 oc bracing:8-9. SLIDER Right 2 X 4 SYP No.3 3-2-5 REACTIONS(Ib/size) 13=1200/0-3-8,9=1979/0-3-8,8=541/0-3-8 Max Horz 13=-312(load case 2) Max Uplift13=-620(load case 2),9=-1138(load case 5),8=-538(load case 5) Max Grav 13=1200(load case 1),9=1979(load case 1),8=555(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-906,2-3=-891,3-4=-945,4-5=394,5-6=394,6-7=-289,7-8=-289, 1-13=-1127 BOT CHORD 12-13=-0, 11-12=851, 10-11=489,9-10=489,8-9=270 WEBS 2-12=-359,2-11=77,3-11=-224,4-11=497,4-9=-1595,6-9=-784, 1-12=979 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 620 Ib uplift at joint 13, 1138 Ib uplift at joint 9 and 538 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED CoRMued on page 2 DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H4A ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:06 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H5 ROOFTRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:07 2003 Page 1 i 5-3-8 i 13-3-8 18-8-4 241-0 30-M 5-3-8 8-0-0 5-4-12 5-4-12 6-2-8 sal=1:80. axe= 4.00F12 4x4= 2 3 3x4% 3x4 1 4 W 3x4 n 5 3z!a W4 8 8 A 7 8 n I� 3X4 3x4= 13 12 11 10 9 3x4= 1.80 II 3x4= 3x8= 3x4= Bz8= i 5 3 8 13-3-8 20-1-12 29-1-12 30-3-8 5-3-8 8-M 6-10-4 9-0-0 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.31 8-9 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.25 8-9 >489 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.01 8 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight: 163 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 3-5-6 oc purlins, except end verticals. T2 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, BOT CHORD 2 X 4 SYP No.2 Except: WEBS 2 X 4 SYP No.3 6-0-0 oc bracing:8-9. SLIDER Right 2 X 4 SYP No.3 2-10-2 WEBS 1 Row at midpt 2-11 REACTIONS(Ib/size) 13=1184/0-3-8,9=2027/0-3-8,8=509/0-3-8 Max Horz 13=-331(load case 2) Max Uplift13=-638(load case 2),9=-1134(load case 5),8=-516(load case 5) Max Grav 13=1184(load case 1),9=2027(load case 1),8=517(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-839,2-3=-853,3-4=-910,4-5=437,5-6=437,6-7=-296,7-8=-296, 1-13=-1131 BOT CHORD 12-13=0, 11-12=783, 10-11=145,9-10=145,8-9=277 WEBS 2-12=-468,2-11=86,3-11=-408,4-11=878,4-9=-1596,6-9=-781, 1-12=995 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 638 Ib uplift at joint 13, 1134 Ib uplift at joint 9 and 516 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED CoSMued on page 2 DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 H5 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:07 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 HG1 ROOF TRUSS 1 2 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:08 2003 Page 1 5-M 6-8-4 11-8-4 16-6-8 21-8-8 26-6-8 5-0-0 1-8-4 5-0-0 4-10-4 5-" 5-0-0 Scale=1:43. 4.042 4x8= 1x3 II 3x4= 4x12= 1x3 II 4x12= 2 3 4 5 6 7 T2 F41 3 3 4 6 1 2 30= 3x4= 15 13 12 11 10 9 1.5x4 11 10x10= 1.5x4 11 4x6= 3x8= 1.5x4 11 3x6-- 5-M 6-8.4 i 11-8-4 16-M 21 6 8 24-4-12 i 28-8-8 5-0-0 1-8-4 5-0-0 4-10-4 5-0-0 2-10-4 2-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.19 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.61 Vert(TL) -0.25 11 >856 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.03 9 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight:282 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-5 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 14=5079/0-3-8,9=2909/0-3-8 Max Horz 14=-61(load case 5) Max Uplifl14=-3189(load case 2),9=-1734(load case 3) Max Grav 14=5079(load case 1),9=3013(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=2493,2-3=4154,3-4=4154,4-5=4154,5-6=-5477,6-7=-5477,7-8=1415 BOT CHORD 1-15=-2372, 14-15=-2313, 13-14=2987, 12-13=2987, 11-12=2987, 10-11=3518,9-10=3445, 8-9=-1346 WEBS 2-15=661,2-14=-2550,3-14=-357,5-14=-7507,5-13=970,5-11=2625,6-11=-508,7-11=2059, 7-10=813,7-9=-5360 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 3189 Ib uplift at joint 14 and 1734 Ib uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 HG1 ROOF TRUSS 1 2 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:09 2003 Page 2 NOTES (7) 6)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4- 1 row at 0-9-0 oc. 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-104.0,2-7=-104.0,7-8=-104.0, 1-8=-197.0 Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 HG2 ROOF TRUSS 1 2 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:10 2003 Page 1 3-10-14 7-0-0 12-2-13 17-4-7 22-6-0 27-7-9 32-9-3 38-M 41-1-2 44-6-0 rT 3-10-14 3-1-2 5-2-13 5-1-9 5-1-9 5-1-9 5-1-9 5-2-13 3-1-2 3-4-14 Scale=1:73. 7x12.5 MII16= 4.00F2 6x8= 5x6= 1.50 I I 4x8= 5x8= 1.50 II 7x12.5 M1116= US_ 3 4 5 6 7 8 9 10 11 2x4� 2:d 2 W 3 W 12 1 13 n a eI� 4x8% 4x8= 24 23 22 21 20 19 18 17 16 15 14 8X8= 8x12= 3x8 II 8x8 WB= 3x8 II 4x12= 3x8 II BX12= 8x8= 4x12= 8x8 WB= 5-1-12 7-M 12-2-13 1711-7 2-6-0 + 27-7-9 32-9-3 38-M 89-10-4 44-8-0 5-1-12 1-10-4 5-2-13 5-1-9 5-1-9 5-1-9 5-1-9 5-2-13 1-10-4 4-7-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deli PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.95 19 >440 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -1.30 19 >320 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.17 14 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=240 Weight:630 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 8 SYP DSS BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 4-23, 10-15 W1 2 X 4 SYP No.2,W3 2 X 4 SYP No.2 W3 2 X 4 SYP No.2,W3 2 X 4 SYP No.2 W3 2 X 4 SYP No.2,W1 2 X 4 SYP No.2 REACTIONS(Ib/size) 24=7851/0-4-0(input: 0-3-8), 14=8000/0-4-1 (input: 0-3-8) Max Horz24=80(load case 4) Max Uplift24=-4599(load case 4), 14=-4697(load case 3) Max Grav24=7874(load case 6), 14=8020(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=2107,2-3=2478,3-4=-3963,4-5=-21736,5-6=-21736,6-7=-21736,7-8=-21662, 8-9=-21662,9-10=-21662, 10-11=-3741, 11-12=2852, 12-13=2523 BOT CHORD 1-24=-1985,23-24=3582,22-23=15042,21-22=15042,20-21=15042, 19-20=23942, 18-19=23942, 17-18=1 4894, 16-17=14894, 15-16=1 4894, 14-15=3358, 13-14=-2405 WEBS 2-24=-435,3-24=-9019,3-23=5568,4-23=-12010,4-22=1324,4-20=7248,6-20=-534, 7-20=-2389,7-19=1329,7-18=-2469,9-18=-534, 10-18=7328, 10-16=1324, 10-115=1 2090, 11-15=5599, 11-14=-9218, 12-14=-358 NOTES (9) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 HG2 ROOF TRUSS 1 2 i P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:11 2003 Page 2 NOTES (9) 4)All plates are M1120 plates unless otherwise indicated. 5)WARNING: Required bearing size at joint(s)24, 14 greater than input bearing size. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4599 Ib uplift at joint 24 and 4697 Ib uplift at joint 14. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 8)2-ply truss to be connected together with 10d Common(.1 48"x3")Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 9)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-3=-104.0,3-11=-104.0, 11-13=-104.0, 1-13=-259.0 Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J1 ROOF TRUSS 7 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:112003 Page 1 5-0-0 5-0-0 Scale=1:70. 8x8% 2 4.00 Fi2 T1 1 81 2x4= 4 3 1.5x4 i 2-1-12 5-0-0 2-1-12 0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0.03 1 >705 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.03 1 >664 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 2 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=240 Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=95/Mechanical,3=6/Mechanical,4=481/0-3-8 Max Horz4=138(load case 2) Max Uplift2=-93(load case 2),4=-336(load case 2) Max Grav2=95(load case 1),3=30(load case 2),4=481(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=753 BOT CHORD 1-4=-654,3-4=0 WEBS 2-4=-751 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 Ib uplift at joint 2 and 336 lb uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE($) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J1A ROOF TRUSS 17 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:12 2003 Page 1 7-0-0 7-M Scale=1:14. 3x10 2 4.00 12 W1 Ti �{ 81 c� 2X4= 4 3 2x4% 1.5x4 II 2-1-12 7-0-0 2-1-12 4-104 Plate Offsets(XY)a r2oO-3-3.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.66 Vert(LL) 0.07 1 >316 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) -0.08 1 >285 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 5-8-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 3=273/Mechanical,4=577/0-3-8 Max Horz4=220(load case 3) Max Uplift3=-154(load case 2),4=-392(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1171,2-3=-222 BOT CHORD 1-4=-1110,3-4=0 WEBS 2-4=-1221 NOTES (5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an .occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 Ib uplift at joint 3 and 392 Ib uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J2 ROOFTRUSS 3 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:13 2003 Page 1 3-6-8 5-M i 3-6-8 4x8= I-M 3x4= 3 Scab=1:8.4 2 T2 4.00 12 T1 VW34W1 W2W2 B1 2x4 7 1.5x4 i 8 1x3 II 5 3x4= 4 1x3 II r 2-2-2 3-6-8 42-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.28 Vert(LL) -0.01 7 >999 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.02 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-5-3 oc bracing. WEBS 2 X 3 SPF Stud REACTIONS(Ib/size) 1=641/Mechanical,4=641/Mechanical Max Horz 1=116(load case 3) Max Upliftl=-349(load case 2),4=-362(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-926,2-3=-306,3-4=-581 BOT CHORD 1-7=872,6-7=501,5-6=516,4-5=0 WEBS 2-7=472,2-6=181,2-5=-458,3-5=596 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 349 Ib uplift at joint 1 and 362 Ib uplift at joint 4. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN »»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 J2 ROOF TRUSS 3 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:14 2003 Page 2 LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-104.0,2-3=-104.0, 1-4=-166.0 Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J2A ROOF TRUSS 1 1 (optional) P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:15 2003 Page 1 r 3-M i 5-M i 3-M 4x8= 2-0-0 3x4=Sale=1:8.1 3 2 T2 4.00 12 W1 W2 W 4 W2 T1 81 Ll 2x4= 7 5 1x3 II 5 3x4= 4 1.5x4 i 1x3 II 1-10-14 2-0-0 3-M 3-10-12 -0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.36 Vert(LL) 0.03 1 >770 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.18 Vert(TL) -0.03 1 >668 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min Vdefl=240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 3 SPF Stud Except: 6-0-0 oc bracing: 1-7. REACTIONS(Ib/size) 4=303/Mechanical,7=1018/0-3-8 Max Horz7=99(load case 3) Max Uplift4=-190(load case 3),7=-661(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=917,2-3=-118,3-4=-220 BOT CHORD 1-7=-867,6-7=77,5-6=95,4-6=0 WEBS 2-7=-1212,2-6=182,2-5=35,3-5=170 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II, condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 Ib uplift at joint 4 and 661 lb uplift at joint 7. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J2A ROOF TRUSS 1 1 (optional) P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries,Inc. Wed Apr 30 11:51:15 2003 Page 2 LOAD CASE(S) Standard 1) Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-104.0,2-3=-104.0, 1-4=-166.0 Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J3 ROOF TRUSS 2 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:16 2003 Page 1 i 5-0-0 i7-M 5-0-0 2-M Scab=1:12. 7210 M1115= 3x4= 2 3 1 T2 4.00 12 W1 W2W3 4 W2 T1 81 2X4— 7 1.5x4 i 6 1x3 II 5 3x4= 4 1.5x4 II i2-10-14 5-0-0 5-10-4 7-M-10-14 5-0-0 5-10-4 7-M 2-10-14 2-1-2 0-10-4 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.01 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.11 Vert(TL) -0.01 7 >999 M1116 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight:34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 1=416/Mechanical,4=416/Mechanical Max Horz 1=162(load case 3) Max Upliftl=-216(load case 2),4=-234(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-418,2-3=-182,34=406 BOT CHORD 1-7=394,6-7=326,5-6=329,4-5=0 WEBS 2-7=84,2-6=32,2-5=-328,3-5=359 NOTES (7) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)All plates are M1120 plates unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 216 Ib uplift at joint 1 and 234 Ib uplift at joint 4. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASES Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J3A ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:17 2003 Page 1 5-0-0 Scale=1:10.5 6x8% 2 4.00 12 T1 1 a1 AA 2x4= NA 4 3 1.5x4 r 2-1-125-0-01-125-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0.03 1 >705 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.19 Vert(TL) -0.03 1 >664 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 2 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=240 Weight:20 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=95/Mechanical,3=6/Mechanical,4=481/0-3-8 Max Horz4=138(load case 2) Max Uplift2=-93(load case 2),4=-336(load case 2) Max Grav2=95(load case 1),3=30(load case 2),4=481(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=753 BOT CHORD 1-4=-654,3-4=0 WEBS 2-4=-751 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 93 Ib uplift at joint 2 and 336 Ib uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J313 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:18 2003 Page 1 5-0-0 7-0-0 5-0-0 2-0-0 Scale=1:12. 4x4= 4 1.5x4 II 3 T2 4.00 12 11 1x3 II W1 W1 2 T1 131 Li 2x4= 8 1x3 II 5 1x3 II 1.5x4 II 15-12 2-1-12 3-6-14 5-10-4 7-0-0 i LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.37 Vert(LL) 0.05 1 >499 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.06 1 >439 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 5 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=240 Weight:26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(lb/size) 5=231/Mechanical,7=619/0-3-8 Max Horz7=162(load case 3) Max Uplift5=-144(load case 3),7=-447(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=-73,2-3=-136,3-4=-51,4-5=-140 BOT CHORD 1-7=60,6-7=60,5-6=51 WEBS 3-6=-104,2-7=-420 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 Ib uplift at joint 5 and 447 Ib uplift at joint 7. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 J4 ROOF TRUSS 7 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:19 2003 Page 1 3-6-8 3-6-8 Scale=1:8.4 2 4Ao 12 T1 Y B1 2X4= 3 3-6-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.27 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl=240 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS(Ib/size) 1=202/Mechanical,2=169/Mechanical,3=32/Mechanical Max Horz 1=101(load case 3) Max Upliftl=-91(load case 3),2=-143(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=45 BOT CHORD 1-3=0 NOTES (5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girders)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 Ib uplift at joint 1 and 143 Ib uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 J4A ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:20 2003 Page 1 , 3-0-0 i 3-0-0 Scale=1:7. 2 4.00 Fi2 T1 HWi d 1 B1 2`14,- 20110 2x4= 10418 3x8 I I 3 3.10 II r, 2-0-0 3-0-0 2-0-0 1-0-0 Plate Offsets(X.Y)a [1:0-2-14.0-0-101.flml-4-15.Edgel.Fla2-1-10.0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.19 Vert(LL) 0.01 1-3 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.01 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code BOCA/ANS195 I (Matrix) 1st LC LL Min I/defl=240 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-"oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2 X 8 SYP No.2 REACTIONS(Ib/size) 1=168/0-3-8,2=141/Mechanical,3=27/Mechanical Max Horz 1=85(load case 3) Max Uplift1=-107(load case 2),2=-120(load case 3),3=-51(load case 2) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=38 BOT CHORD 1-3=0 NOTES (5) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category Il,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 Ib uplift at joint 1, 120 Ib uplift at joint 2 and 51 Ib uplift at joint 3. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 M1 ROOF TRUSS 9 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:21 2003 Page 1 3-10-8 3-10-8 Scale-1:8. 8x8% 2 4A0 12 T1 W 1 -A B1 20= 4 3 1.5x4 G 2-1-12 3-10.8 2-1-12 1-8-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.43 Vert(LL) 0.02 1 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.16 Vert(TL) -0.02 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.00 2 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/deft=240 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-10-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 2=-25/Mechanical,3=-11/Mechanical,4=478/0-3-8 Max Horz4=105(load case 2) Max Uplift2=-30(load case 3),3=-11(load case 1),4=-361(load case 2) Max Grav2=2(load case 2),3=33(load case 2),4=478(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=592 BOT CHORD 1-4=515,34=0 WEBS 2-4=-643 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 Ib uplift at joint 2, 11 Ib uplift at joint 3 and 361 Ib uplift at joint 4. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN »»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASES Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T1 ROOF TRUSS 12 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:23 2003 Page 1 7-0-8 13-3-4 19-6 0 26-6-8 7-0-8 6-2-12 6-2-12 7-0-8 Scab=1:43 4x4= 3 4.00 T2 1x3 II 4x12 a 2 W1 2 4 W J 5 � Id 30= 3x4= 8 7 g 8x8= 3.4= 3x4= 3x4 6-8-4 15-6-8 24-4-12 28-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.87 Vert(LL) 0.15 1 >533 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.73 Vert(TL) -0.23 6-7 >927 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 6 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=240 Weight: 118 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed or 5-1-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-6 2 Rows at 1/3 pts 3-9 REACTIONS(lb/size) 9=2088/0-3-8,6=1203/0-3-8 Max Horz 9=-168(load case 5) Max Uplift9=-1391(load case 2),6=-726(load case 3) Max Grav9=2088(load case 1),6=1205(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1358,2-3=1224,3-4=-883,4-5=1202 BOT CHORD 1-9=-1287,8-9=613,7-8=613,6-7=1272,5-6=-1139 WEBS 2-9=-748,3-9=-2139,3-7=495,4-7=-506,4-6=-2647 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1391 Ib uplift at joint 9 and 726 Ib uplift at joint 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 T10 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:24 2003 Page 1 i 4-9-8. 12-3-8 16-9-8 21-3-8 25-4-10 30-3-8 4-9-8 7-6-0 4-8-0 4-6-0 4-1-2 4-10-14 Scale=1:50. 4.00F2 5x8= 2 1.5X4 II 1 40= 3x8= 418= 3 4 5 3X4 W3 W 8 8 n d W 7 N Ia'� 4X12 II = 13 12 11 10 8 8 3X8 II 3X4= 3x4= 3x4= 3x4= 8x8= 3x4= 8-3 8 i 12-3-8 20-1-12 21-3$ 29-1-1 o:" 6-3-8 6-M 7-10-4 1-1-12 7-10-4 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.30 7-8 >405 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.23 7-8 >514 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.02 9 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=240 Weight: 164 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 4-8-11 oc purlins, except end verticals. T2 2 X 4 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 WEDGE Right:2 X 8 SYP No.2 REACTIONS(Ib/size) 7=302/0-3-8, 13=1081/Mechanical,9=2336/0-3-8 Max Horz 13=-335(load case 2) Max Uplift7=-392(load case 5), 13=-497(load case 3),9=-1465(load case 5) Max Grav7=316(load case 7), 13=1081(load case 1),9=2336(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-804,3-4=-1282,4-5=1113,5-6=776,6-7=99, 1-13=-242 BOT CHORD 12-13=654, 11-12=1311, 10-11=221,9-10=221,8-9=-719,7-8=-94 WEBS 2-12=415,3-12=-615,3-11=-602,4-11=1294,4-9=-1800,5-9=-1113,5-8=348,6-8=-688, 2-13=-1016 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 392 Ib uplift at joint 7,497 Ib uplift at joint 13 and 1465 Ib uplift at joint 9. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T10 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:25 2003 Page 2 NOTES (7) 6)This truss has been designed with ANSI/TPI 1-1995 criteria. 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 T11 ROOF TRUSS 1 1 (-optional) P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:26 2003 Page 1 43-8 P-3.8 9-9-8 14-3-8 18-9-8 23-3-8 i 30-3-8 433 1-0-0 4-8-0 4-6-0 4-6-0 4-6-0 7-0-0 Scab=1:50. 4.00 F12 4x4=4x5= 2 3 3X4% 3x4 1 4 4x4= 3x8= 4x5= 5 5 3 W 5 B W 8 n I� 3X4 3.4 3.4= 16 15 14 13 12 11 10 3x4= 1.50 II 3X10= 3x10= 3X4= 5x8= 1x3 II 314= i 43-8 5-3-8 14-3-8 i 20-1-12 i 23-3 29-1-12 3038 43-8 1-0-0 9-0-0 5-10-4 3-1-12 5-10-4 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.76 Vert(LL) -0.07 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.59 Vert(TL) -0.27 13-14 >881 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.01 11 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight: 173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-3-2 REACTIONS(Ib/size) 9=360/0-3-8, 16=1110/Mechanical, 11=2250/0-3-8 Max Horz 16=-340(load case 2) Max Uplift9=-432(load case 5), 16=-529(load case 3), 11=-1 401(load case 5) Max Grav9=371(load case 7), 16=1110(load case 1), 11=2250(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-711,2-3=-674,3-4=-786,4-5=-1470,5-6=-1338,6-7=1192,7-8=202,8-9=202, 1-16=-1067 BOT CHORD 15-16=-0, 14-15=759, 13-14=1 222, 12-13=-388, 11-12=-388, 10-11=-187,9-10=-193 WEBS 2-15=42,3-15=-540,3-14=497,4-14=-621,4-13=225,5-13=-935,6-13=1965,6-11=-1621, 7-11=-1258,7-10=100, 1-15=920 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per 130CA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 432 Ib uplift at joint 9,529 lb uplift at joint 16 and 1401 Ib uplift at joint 11. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T11 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:26 2003 Page 2 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN »»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T12 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:27 2003 Page 1 , 2-3.8 7-0-8 11-9-8 16-3-8 20-9-8 25-3-8 30-3-8 2-3-8 5-0-0 4-6-0 4-6-0 4-6-0 4-6-0 5-0-0 Seale=1:50. 4.00 12 4x5= 4X4= 2 3 3X4 1 3x4 4 4X12- 314—=- 4X4= 3 5 W 8 6 7 1 8W 0 8 lef n 15 14 13 12 11 10 9 3X8 II 1.50 I I 3x4= 3x8= 3x4= 3x4= 8x9= 3x4= , 2-3-8 7-3-8 16-3-8 20-1-12 25-3-8 29-1-12 2-3-8 _ 5-0-0 9-0-0 3-10-4 5-1-12 3-10-4 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.82 Vert(LL) -0.07 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -0.28 11-13 >852 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 10 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=240 Weight: 162 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-9-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right:2 X 4 SYP No.3 REACTIONS(Ib/size) 8=398/0-3-8, 15=1129/Mechanical, 10=2193/0-3-8 Max Horz 15=-358(load case 2) Max Uplift8=-447(load case 5), 15=-575(load case 3), 1 0=-1 362(load case 5) Max Grav8=401(load case 7), 15=1129(load case 1), 10=2193(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-506,2-3=-1028,3-4=-1088,4-5=-1260,5-6=1379,6-7=-240,7-8=-290, 1-15=-1106 BOT CHORD 14-15=0, 13-14=456, 12-13=1416, 11-12=1416, 10-11=1220,9-10=-1015,8-9=273 WEBS 2-14=-764,2-13=795,3-13=-149,4-13=-466,4-11=-268,5-11=283,5-10=-2840,6-10=-1027, 6-9=1348,7-9=-392, 1-14=962 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated,by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11, condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 447 Ib uplift at joint 8,575 Ib uplift at joint 15 and 1362 lb uplift at joint 10. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 T12 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:28 2003 Page 2 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T13 ROOF TRUSS 1 1 (optional) P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:29 2003 Page 1 4-9-8 9-3-8 13-9-8 i 18-3-8 i 22-9-8 27-3-8 i 30-3-8 4-9-8 4-6-0 4-8-0 4-6-0 4-6-0 4-8-0 3-M Scab=1:50. 1.5x4 I I 3x4= 40= 1 2 3 4.W La 3x8 4 W n 4x12= 3x8= 4x4= eA W 5 6 7 i 8 9 n 19 Ia 3x4= 15 14 13 12 11 10 3x4= 3x4= 3x8= 30= 3x4= 6x8= 3x8= 3x4 9-3-8 1843-8 20-1-1 27-M 1 29-1-12 PO-3-8 9-3-8 9-M 1-104 7-1-12 1-104 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.13 10-11 >946 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.26 12-14 >925 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 9 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=240 Weight: 151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-11 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 1-1-13 REACTIONS(lb/size) 15=1174/Mechanical,9=488/0-3-8, 11=2059/0-3-8 Max Horz 15=-384(load case 2) Max Uplift15=-650(load case 3),9=-497(load case 5), 11=-1 262(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-15=-242, 1-2=0,2-3=-1366,3-4=-1441,4-5=-815,5-6=1527,6-7=-844,7-8=-911,8-9=-911 BOT CHORD 14-15=969, 13-14=1683, 12-13=1683, 11-12=859, 10-11=113,9-10=854 WEBS 2-15=-1284,2-14=541,3-14=-13,4-14=-361,4-12=-1036,5-12=611,5-11=-2731,6-11=-1762, 6-10=751,7-10=-75 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 650 Ib uplift at joint 15,497 Ib uplift at joint 9 and 1262 Ib uplift at joint 11. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T13 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:30 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T14 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:30 2003 Page 1 5-7-12 5-7-12 4-6-0 4-M 1C Scab 1:43.4 3x8= 1x3 11 4x8= 1 2 3 4.001]2 3x4 W 4 5 W 5 IV 141 b 3x8 C 10 9 B 7 5x5 11 2x4 11 3x8= 3x4= 3x4= 5-7-12 5-7-12 9-M 1 C LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.75 Vert(LL) -0.11 8-9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0.21 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.05 6 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=240 Weight: 103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-8-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-12 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 2-3-8 REACTIONS(Ib/size) 10=1249/Mechanical,6=1249/0-3-8 Max Horz 10=-320(load case 2) Max Uplift10=-688(load case 3),6=-664(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-10=-1180, 1-2=-1569,2-3=-1569,3-4=-2089,4-5=-2489,5-6=-2584 BOT CHORD 9-10=79,8-9=1952,7-8=2313,6-7=2313 WEBS 1-9=1746,2-9=-601,3-9=447,3-8=301.4-8=402 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11, condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 688 Ib uplift at joint 10 and 664 Ib uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASES Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T15 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:32 2003 Page 1 6-7-12 13-3-8 21-3-8 6-7-12 6-7-12 8-M Scale=1:34. 1x3 II 4x12= 14x4= 2 3 4.001]2 1 W2 N1 Nl v N DQ 1 I 3x4= 9 8 7 B Ell 1.5x4 11 3x10= 1x3 II 3x4= 3x8 6-7-12 13-3-8 18-1-12 21-M -i 6-7-12 6-7-12 4-10-4 3-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.75 Vert(LL) 0.09 4 >371 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.49 Vert(TL) -0.16 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.02 5 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight: 103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 4-2-4 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-5 REACTIONS(Ib/size) 9=1107/Mechanical,5=1515/0-3-8 Max Horz9=-257(load case 2) Max Uplift9=-604(load case 2),5=-958(load case 3) FORCES(ib)-First Load Case Only TOP CHORD 1-9=-1042, 1-2=-1692,2-3=-1692,3-4=1390 BOT CHORD 8-9=-0,7-8=1424,6-7=1418,5-6=1418,4-5=-1317 WEBS 1-8=1833,2-8=-683,3-8=289,3-7=118,3-5=-3088 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category ll,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 604 Ib uplift at joint 9 and 958 Ib uplift at joint 5. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T16 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:33 2003 Page 1 7-7-12 15-3-8 21-3-8 7-7-12 7-7-12 6-0-0 scab=1:34. 1x3 II 4x8= 1 3x10= 2 3 4.001]2 1 NI Ni vN N 7— 7!t 4 I 30= 9 8 7 g 1.50 II 5.14= 1x3 II 3x4= 4x4 7-7-12 15.3-8 18-1-12 21-3-8 7-7-12 7-7-12 2-10-4 3-1-12 Plate Offsets(X.Y)a F300-5-8.0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.97 Vert(LL) -0.15 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.22 7-8 >975 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.02 5 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=240 Weight:99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP 270OF 2.2E*Except* TOP CHORD Sheathed, except end verticals. T2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 1-8 WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 9=1102/Mechanical,5=1520/0-3-8 Max Horz9=-194(load case 2) Max Uplift9=-607(load case 2),5=-967(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-9=-1027, 1-2=-2347,2-3=-2347,3-4=1063 BOT CHORD 8-9=-0,7-8=1221,6-7=1214,5-6=1214,4-5=-1007 WEBS 1-8=2432,2-8=-786,3-8=1164,3-7=108,3-5=-2657 NOTES (6) 1)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)Provide adequate drainage to prevent water ponding. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 607 Ib uplift at joint 9 and 967 Ib uplift at joint 5. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASES Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T1A ROOF TRUSS 6 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:34 2003 Page 1 i 7-11-0 14-1-12 i 21-2-4 7-11-0 6-2-12 7-0-6 Scale:1:34. 5x8= 2 4Ao 12 4x12 1.5II 3 x4 1 W 4 I 3x4= 7 8 5 3x4— 3x4= 3x4= 3x8 98-0 1908 212.4 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.09 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.29 5-7 >790 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 5 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight: 103 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS*Except* TOP CHORD Sheathed or 4-4-5 oc purlins, except end verticals. T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 4-6-12 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 3-5,2-8 WEBS 2 X 4 SYP No.3 REACTIONS(Ib/size) 8=1182/0-3-8,5=1427/0-3-8 Max Horz 8=-1 74(load case 5) Max Uplift8=-545(load case 2),5=-803(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-0,2-3=-1425,3-4=1202, 1-8=-404 BOT CHORD 7-8=1192,6-7=1754,5-6=1754,4-5=-1139 WEBS 2-7=436,3-7=-455,3-5=-3176,2-8=-1374 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 545 Ib uplift at joint 8 and 803 Ib uplift at joint 5. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»> PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T2 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:36 2003 Page 1 5-4-8 10-5-4 17-2-5 23-9-11 30-6-12 33-0-12 i 36-0-12 i 39-10-8 44-6-0 5-4-8 5-0-12 6-9-1 6-7-5 6-9-1 2-6-0 3-0-0 3-9-12 4-7-8 Scale=1:74. 4x8= 400 12 1x3 II 4x4= 3x8= 4x4= 3 4 5 8 7 4x4= 5x8= 8 3x8 8 5x8 W 10 e5 7 :J 11 n 6d 3x4= ' 3x1= 21 20 19 18 17 18 15 14 - 13 12 3x8// 4x12= 3x4= 1x3 II 5x5 WB= 3x8= 3x8= 3x10= 3x8 3x10= 4-7-12 10-5-4 17-2-5 , 23-9-11 30-0-12 3.3-0-12 i 36.0-12 i 3944 44-0-0 i 4-7-12_ 5-9-8 6-9-1 6-7-5 6-9-1 2-6-0 3-0-0 3-3-8 5-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.89 Vert(LL) -0.38 17 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.90 Vert(TL) -0.54 17-18 >771 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.11 12 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=240 Weight:223 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 2-10-2 oc purlins. T2 2 X 4 SYP 2700F 2.2E,T3 2 X 4 SYP 2700F 2.2E BOT CHORD Rigid ceiling directly applied or 4-3-0 oc bracing. BOT CHORD 2 X 4 SYP No.1 WEBS 1 Row at midpt 3-18,6-15 WEBS 2 X 4 SYP No.3*Except* W8 2 X 4 SYP No.2 REACTIONS(Ib/size) 21=2709/0-3-8, 12=2809/0-3-8 Max Horz 21=1 38(load case 4) Max Uplift2l=-1 669(load case 2), 12=-1775(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=938,2-3=-2646,3-4=-4302,4-5=-4302,5-6=-4302,6-7=-3421,7-8=-3579,8-9=-3222, 9-10=-1803, 10-11=901 BOT CHORD 1-21=-880,20-21=158, 19-20=2479, 18-19=2479, 17-18=4603, 16-17=4603, 15-16=4603, 14-15=3300, 13-14=1640, 12-13=-1969, 11-12=-853 WEBS 2-21=-2803,2-20=2517,3-20=-772,3-18=2075,4-18=-693,6-18=-344,6-17=132,6-15=-1352, 7-15=649,8-15=141,8-14=-1523,9-14=2233,9-13=-1363, 10-13=3944, 10-12=-2942 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1669 Ib uplift at joint 21 and 1775 Ib uplift at joint 12. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T2 ROOF TRUSS 1 (op1 t' P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:36 2003 Page 2 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T3 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:37 2003 Page 1 i 64-8 i 125-4 17-9-12 23-2-4 28-6-12 35-0-12 i 38-0-12 i 44-6-0 -i 6-4-8 6-0-12 5-4-8 5-4-8 5-4-8 6-6-0 3-0-0 6-5-4 Scab=1:73. 8x8= 4x4= 4x6= 4x4= 6x8= 4.00 12 3 4 5 6 7 4x6% 8x8= 6x12= 2 1 8 9 r' 4 W S N 1 10 1 314= 3x4 19 16 17 16 15 14 13 12 11 4x8// 40= 4x4= 3x4= 3x8= 4x4= 4x6= 1x3 II 4x6\\ 4-7-12 125 4 20-8-0 28-6-12 35-0-12 3&0-12 49=" 44-6-0 4-7-12 -, 7-9-8 8-0-12 8-0-12 6-" 3-0-0 1-3-8 5-1-12 Plate Offsets(X-Y)# 111*0-3-1l.Edael.rl7wO-2-O.Edgel.fl9aO-3-1l.Edae1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.28 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.93 Vert(TL) -0.45 15-16 >928 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.13 11 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight:255 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 4-5-8 oc bracing. B3 2 X 4 SYP No.2 WEBS 1 Row at midpt 4-18 WEBS 2 X 4 SYP No.3*Except* W8 2 X 4 SYP No.2 - REACTIONS(Ib/size) 19=2721/0-3-8, 11=2775/0-3-8 Max Horz 19=-160(load case 5) Max Uplift19=-1653(load case 2), 11=-1 724(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1139,2-3=-2985,3-4=-2843,4-5=-4002,5-6=-4002,6-7=-3507,7-8=-3677,8-9=-3174, 9-10=1180 BOT CHORD 1-19=-1075, 18-19=1093, 17-18=3840, 16-17=3840, 15-16=4065, 14-15=3293, 13-14=3293, 12-13=701, 11-12=698, 10-11=-1119 WEBS 2-19=-3382,2-18=1847,3-18=349,4-18=-1287,4-16=305,6-16=-118,6-15=-721,7-15=542, . 8-15=204,8-13=-1722,9-13=3066,9-12=43,9-11=-3264 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1653 Ib uplift at joint 19 and 1724 Ib uplift at joint 11. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 T3 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:38 2003 Page 2 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T4 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:39 2003 Page 1 i 7-4.8 14-5-4 20-6-0 26-6-12 31-9-12 37-0-12 40-0-12 44-6-0 74-8 7-0-12 6-0-12 6-0-12 5-3-0 5-3-0 3-M 4-5-4 Scale=1:73. 6x8 4x8= fixe= 4.00 12 3 4 5 4x4 4x8% 6 1.50 II 2 III6x12— 4x6= W 5 7 8 9 3 134 83 ,ni 10 Ib 4x1 3x4 19 18 17 16 15 14 13 12 11 4x6 41 3x8=4x4= 1x3 II 3x8= 4x4= 3x8= 1x3 II W= 40-0-12 4-7-12 14-5-4 20-6-0 26-6-12 31-9-12 37-0-12 39-6-0 44-6-0 4-7-12 9-9-8 6-0-12 6-0-12 5-3-0 5-3-0 2-54 45-4 0-6-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.54 Vert(LL) -0.25 16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.36 15-16 >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.14 11 n/a BCDL 10.0 Code BOCA/ANS195 I (Matrix) 1st LC LL Min I/defl=240 Weight:260 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-3 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 2-19,4-18 REACTIONS(Ib/size) 19=2708/0-3-8, 11=2788/0-3-8 Max Horz 19=-185(load case 5) Max Uplift19=-1626(load case 2), 11=-1720(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1034,2-3=-3247,3-4=-2970,4-5=-3350,5-6=-3596,6-7=-3889,7-8=675,8-9=684, 9-10=787 BOT CHORD 1-19=-843, 18-19=1954, 17-18=3575, 16-17=3575, 15-16=3575, 14-15=3635, 13-14=3635, 12-13=2180, 11-12=2182, 10-11=-674 WEBS 2-19=-3729,2-18=1068,3-18=314,4-18=-788,4-16=97,4-15=-294,5-15=4889 6-15=-348, 6-13=-284,7-13=1507,7-12=159 8-11=-861,7-11=-3364 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1626 Ib uplift at joint 19 and 1720 Ib uplift at joint 11. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED Coftued on page 2 DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T4 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:40 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T5 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:41 2003 Page 1 5-8-4 11-0-12 16-5-4 20-6-0 i 24-6-12 31-9-12 39-0-12 42-0-12 i 44-6-0 5-84 5-4-8 5-4-8 4-0-12 4-0-12 7-3-0 7-3-0 3-0-0 254 Scale=1:73 8x8 4x4= 8x8= {.00 12 5 8 7 4x{ 4x8% 4 14A zz 4x8%3 W 1 2 3 W 10x18 8x18= 'h 8 19 10 �1Vale 3x4= it' 1 3x4= 21 20 19 18 17 18 15 14 13 3x8// 3x10= 3x4= 3x8= 3x8= 4x4= 8x12= 1x3 II 42-0-12 4-7-12 11-0-12 165-4 24-6-12 31-9-12 39-0-12 39-8-0 44-6-0 4-7-12 6-5-0 54-8 8-15 7-3-0 7-3-0 054 254 2-6-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.78 Vert(LL) 0.31 11 >185 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.99 Vert(TL) -0.39 17-18 >999 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.08 14 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight:266 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-0-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. WEBS 2 X 4 SYP No.3*Except* WEBS 1 Row at midpt 9-15 W8 2 X 4 SYP No.1 REACTIONS(Ib/size) 21=2709/0-3-8, 14=2752/0-3-8 Max Horz 21=21 0(load case 4) Max Uplift2l=-1608(load case 2), 14=-1674(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1027,2-3=-2791,3-4=-2791,4-5=-2912,5-6=-2773,6-7=-3006,7-8=-3158,8-9=-3687, 9-10=1930, 10-11=345, 11-12=0 BOT CHORD 1-21=-969,20-21=504, 19-20=2647, 18-19=2647, 17-18=3034, 16-17=3498, 15-16=3498, 14-15=-1504, 13-14=-312, 11-13=-322 WEBS 2-21=-2986,2-20=2287,4-20=-679,4-18=138,5-18=429,6-18=456,6-17=-49,7-17=408, 8-17=-547,8-15=-376,9-15=5030,9-14=-2261, 10-14=-1674, 10-13=49 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1608 Ib uplift at joint 21 and 1674 Ib uplift at joint 14. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T5 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:412003 Page 2 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN »»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T6 ROOF TRUSS 6 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:43 2003 Page 1 i 7-0-8 13-9-4 20-6-0 27-2-12 33-11-8 41-8-0 7-0-8 6-8-12 6-8-12 6-8-12 6-8-12 7-6-8 Scale=1:68.4 4x4= 4.00 12 6 1x3 II 3x4 4 6 3x8 3x4 r W1 2 3x4 3x4 3 76 2 W 5 9 W 6 1 10 n 84 R2 I� 3x4= 3x4 3.4 16 15 14 13 12 11 3x4= 3x6// 3x6= 3x4= 3x4= 3x4= exe= 3x4= 4-7-12 13-9-4 22-5-7 31-4-4 40-4-4 41-6-0 4-7-12 9-1-8 8-8-0 8-10-13 9-" 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.31 10-11 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.26 13-15 >999 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 10 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight:203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 *Except* TOP CHORD Sheathed or 3-0-14 oc purlins. T3 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 6-11 WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-6-9 REACTIONS(Ib/size) 16=2219/0-3-8, 11=2421/0-3-8, 10=487/0-3-8 Max Horz 16=265(load case 4) Max Uplift16=-1351(load case 2), 11=-1 290(load case 5), 10=-542(load case 5) Max Grav 16=2219(load case 1), 11=2421(load case 1), 10=560(load case 7) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=1210,2-3=-1947,3-4=-1947,4-5=-1947,5-6=-1343,6-7=586,7-8=586, 8-9=-19,9-10=-19 BOT CHORD 1-16=-1138, 15-16=951, 14-15=1330, 13-14=1330, 12-13=899, 11-12=899, 10-11=15 WEBS 2-16=-2949,2-15=959,4-15=-700,5-15=748,5-13=-207,6-13=531,6-11=-2229,8-11=-788 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1351 Ib uplift at joint 16, 1290 Ib uplift at joint 11 and 542 Ib uplift at joint 10. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T6 ROOF TRUSS 6 1 P.D.J.COMPONENTS INC.,CHESTER,N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:44 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 T6A ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:45 2003 Page 1 7-0-8 13-9-4 20-6-0 27-2-12 33-11-8 41-6-0 7-0-8 6-8-12 6-8-12 6-8-12 6-8-12 7-6-8 Scale=1:58.4 4x4= 4.00 12 5 1x3 II 3x4 4 8 3x8 3x4% W1 2 3x4 3 7 3x4 2 5 8 W 5 9 1 10 n_ udl 3x43x4= Z�3x4--WE I 15 15 14 13 12 11 3X4= 3x8// 3x8= 3x4= 30= 3x4= 8x8= 3x4= 4i_ 7-12 119-4 225-7 31-4-4 4044 41 8-0 4-7-12 9-1-8 8-8-3 8-10-13 9-M 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.96 Vert(LL) -0.31 10-11 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.26 13-15 >999 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.04 10 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl=240 Weight:203 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 *Except* TOP CHORD Sheathed or 3-0-14 oc purlins. T3 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 6-11 WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-6-9 REACTIONS(lb/size) 16=2219/0-3-8, 11=2421/0-3-8, 10=487/0-3-8 Max Horz 16=265(load case 4) Max Uplift16=-1351(load case 2), 11=-1 290(load case 5), 10=-542(load case 5) Max Grav 16=2219(load case 1), 11=2421(load case 1), 10=560(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=1210,2-3=-1947,3-4=-1947,4-5=-1947,5-6=-1343,6-7=586,7-8=586,8-9=-19,9-10=-19 BOT CHORD 1-16=-1138, 15-16=951, 14-15=1330, 13-14=1330, 12-13=899, 11-12=899, 10-11=15 WEBS 2-16=-2949,2-15=959,4-15=-700,5-15=748,5-13=-207,6-13=531,6-11=-2229,8-11=-788 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1351 Ib uplift at joint 16, 1290 Ib uplift at joint 11 and 542 Ib uplift at joint 10. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T6A ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:45 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T6B ROOF TRUSS 2 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:46 2003 Page 1 4-9-8 9-3-8 16-0-4 22-9-0 30-3-8 4-9-8 4-M 6-8-12 6-8-12 7-6-8 Scale=1:50. 4x4= 4.042 3 3x4 2 3x4 4 1.50 II t 3x4 5 3x4 zzr W 8 8 W � 52 8 n I� 3x4 3x4 30= 13 12 11 10 9 3x4= 3x4= 3x4= 3x4= 3x4= 8x8= 6-10-15 13-6-5 20-1-12 i 29-1-12 30-3 8 6-10-15 6-7-7 6-7-7 9-M 1-1-12 Plate Offsets(X.Y)m F800-3-9.0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.31 8-9 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.25 8-9 >489 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.03 8 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft=240 Weight: 166 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-2-2 oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 4 SYP No.3 Except: SLIDER Right 2 X 4 SYP No.3 3-6-9 6-0-0 oc bracing:8-9. WEBS 1 Row at midpt 3-11,4-9,2-13 REACTIONS(Ib/size) 13=1227/0-3-8,9=1898/0-3-8,8=594/0-3-8 Max Horz 13=-294(load case 2) Max Uplift13=-600(load case 2),9=-1121(load case 5),8=-570(load case 5) Max Grav 13=1227(load case 1),9=1898(load case 1),8=608(load case 7) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-878,3-4=-895,4-5=255,5-6=255,6-7=-348,7-8=-348, 1-13=-239 BOT CHORD 12-13=767, 11-12=845, 10-11=784,9-10=784,8-9=326 WEBS 2-12=180,3-12=-36,3-11=9,4-11=141,4-9=-1572,6-9=-785,2-13=-1199 NOTES (5) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 600 Ib uplift at joint 13, 1121 Ib uplift at joint 9 and 570 Ib uplift at joint 8. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T613 ROOF TRUSS 2 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:47 2003 Page 2 LOAD CASE(S) Standard Job . Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T7 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:48 2003 Page 1 4-9-8 6-3-8 10-9-8 15-3-8 22-4-10 i 30-3-8 i 4-9-8 1-6-0 4-6-0 4-6-0 7-1-2 7-10-14 Scale=1:50. 4.00 F12 5x5= 2 4x4= 30= 5x5= 3 4 5 1.5x4 II 1 3x4 W 4 8 8 vi 7 8 VIM n JUEI� 3x4� 3x4 3x4= 13 12 11 10 9 3x4= 3x4= 3x8= 3x4=3x4= 8x8= 643-8 15-3-8 20-1-12 29-1-12 30_1-6 6-3-8 9-0-0 4-10-4 9-0-0 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.31 8-9 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.55 Vert(TL) -0.25 8-9 >489 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.03 8 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl=240 Weight: 169 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2*Except* TOP CHORD Sheathed or 5-3-13 oc purlins, except end verticals. T4 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 5-9,2-13 WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-8-14 REACTIONS(Ib/size) 8=597/0-3-8, 13=1229/0-3-8,9=1894/0-3-8 Max Horz 13=-335(load case 2) Max Uplift8=-575(load case 5), 13=-585(load case 3),9=-1190(load case 5) Max Grav8=603(load case 7), 13=1229(load case 1),9=1894(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-1117,3-4=-1042,4-5=-883,5-6=249,6-7=-299,7-8=-299, 1-13=-242 BOT CHORD 12-13=777, 11-12=1164, 10-11=870,9-10=870,8-9=280 WEBS 2-12=997,3-12=-664,4-12=-187,4-11=-429,5-11=462,5-9=-1593,6-9=-789,2-13=-1207 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 575 lb uplift at joint 8,585 Ib uplift at joint 13 and 1190 Ib uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED DATE Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T7 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:48 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T8 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:49 2003 Page 1 4-9-8 8-3-8 12-9-8 i 17-3-8 23-4-10 30-3-8 4-9-8 3-6-0 4-6-0 4-6-0 6-1-2 6-10-14 Scale=1:50. 4.00 12 5x6= 2 4x4= 3x4= 5x5= 1.5x4 II 3 4 6 1 W 1 3x4 ztt W 4 V6 6 vs N 7 j 6 N Id 3X4-- 3z4 a Jul 3.4= 13 12 11 10 9 3x4= 3x4= 3x8= 3x4= 3x4= 8x8= i 8-M 17-3-8 20-1-12 29-1-12 P0-3:A 8-3-8 9-0-0 2-10-4 9-0-0 1-1-12 Plate Offsets(X.Y)a [daQ-3-9.0-11-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.31 8-9 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.25 8-9 >489 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.02 8 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft=240 Weight: 165 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 3-2-9 REACTIONS(Ib/size) 8=482/0-3-8, 13=1171/0-3-8,9=2067/0-3-8 Max Horz 13=-335(load case 2) Max Uplift8=-504(load case 5), 13=-549(load case 3),9=-1297(load case 5) Max Grav8=492(load case 7), 13=1171(load case 1),9=2067(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=0,2-3=-1336,3-4=-1240,4-5=-448,5-6=577,6-7=-104,7-8=-104, 1-13=-242 BOT CHORD 12-13=711, 11-12=1076, 10-11=1076,9-10=423,8-9=95 WEBS 2-12=1011,3-12=-839,4-12=232,4-10=-890,5-10=748,5-9=-1773,6-9=-786,2-13=-1106 NOTES (6) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category II,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 504 Ib uplift at joint 8,549 Ib uplift at joint 13 and 1297 Ib uplift at joint 9. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE Job TrussTruss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 TS ROOF TRUSS 1 1 P.D.J.COMPONENTS INC., CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:50 2003 Page 2 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA--2 T9 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SRI s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:51 2003 Page 1 4-9-8 10-3-8 + 14-9-8 19-3-8 24-4-10 30-3-8 4-9-8 5-6-0 4-8-0 4-6-0 5-1-2 5-10-14 smla-1:50. 4,0052 4x8= 2 3x8 Z 5x8= 1 3x4= 5x5= 3 4 5 1x3 II 8 30 2 W3 W 8 VI. 7 n 8 W 9 n Ib 3x4 c 3x4= 15 14 13 12 11 10 4x4= 1.5x4 I I 3x8= 314= 3x4= 3x4= 8x8= 4-9-8 10-3-8 19-3-8 20-1-12 29-1-12 PQ-3A 4-9-8 5-6-0 9-0-0 0-10-4 9-" 1-1-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.36 9-10 >334 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.66 Vert(TL) 0.29 9-10 >417 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.02 9 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl=240 Weight: 170 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 4 SYP No.3 2-8-3 REACTIONS(Ib/size) 9=327/0-3-8, 15=1094/Mechanical, 10=2299/0-3-8 Max Horz 15=-335(load case 2) Max Uplift9=-379(load case 5), 15=-506(load case 3), 10=-1484(load case 5) Max Grav9=339(load case 7), 15=1094(load case 1), 10=2299(load case 1) FORCES(lb)-First Load Case Only TOP CHORD 1-2=-833,2-3=-855,3-4=-1342,4-5=381,5-6=823,6-7=860,7-8=98,8-9=-75, 1-15=-1041 BOT CHORD 14-15=37, 13-14=1355, 12-13=755, 11-12=755, 10-11=-418,9-10=14 WEBS 2-14=-87,3-14=-756,3-13=-342,4-13=771,4-11=-1490,5-11=941, 1-14=910,6-10=-209, 7-10=-854,5-10=-1524 NOTES (7) 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-98 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)Provide adequate drainage to prevent water ponding. 4)Refer to girders)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 379 Ib uplift at joint 9,506 Ib uplift at joint 15 and 1484 Ib uplift at joint 10. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. Job Truss Truss Type Qty Ply Mark A Haynes-Glen Head New York MARKHA-2 T9 ROOF TRUSS 1 1 P.D.J.COMPONENTS INC.,CHESTER, N.Y. 10918 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 30 11:51:51 2003 Page 2 7)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»»>PLEASE VERIFY ALL INFORMATION:ACCEPTED BY: DATE LOAD CASE(S) Standard