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HomeMy WebLinkAbout28212-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29604 Date: 07/29/03 THIS CERTIFIES that the building ADDITIONS / ALTERATIONS Location of Property: 3400 DIGNANS RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 83 Block 2 Lot 4.2 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 11, 2002 pursuant to which Building Permit No. 28212-Z dated MARCH 23, 2002 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 BRICK TERRACE ADDITION, ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EZIO & GIULIANA VLACICH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 69286C 05/21/03 PLUMBERS CERTIFICATION DATED 07/01/03 ROBERT MARZOCCA //hor' ed Si nature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28212 Z Date MARCH 23 , 2002 Permission is hereby granted to: EZIO & GIULIANA VLACICH 120 SHORE ROAD MANHASSET,NY 11030 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING MAINTAINING 100 ' SETBACK FROM TOP OF BLUFF at premises located at 3400 DIGNANS RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 004 . 002 pursuant to application dated MARCH 11, 2002 and approved by the Building Inspector. Fee $ 451 . 20 Author ed SigeAture ORIGINAL Rev. 2/19/98 0 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 5 TPI TOWN HALL 765-1802 ,A�PPLCATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: nOld or Pre-existing Building: (check one) Location of Property: 31/00 .l�'e�;� LLyt/a QOQ CuTel2L /��3 Af /y5 House No. VqStreet — Hamlet Owner or Owners of Property: 5_zlo f1 Suffolk County Tax Map No 1000, Section '3 Block Lot (/, Q Subdivision Filed Map. Lot: Permit No. ?s Zig 2 Date of Permit. — Q Applicant:��/p �i�L/yam Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4]j ,a� ca_c ,CA. Applicant Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 05/21/2003 375 Dunton Avenue 69286C East Patchogue, New York 11772 (631)286.6642 Issued To: Zlacich Street: 3400 Digman Lane Village: Cutchogue Zip: 11935 Town: Southold Section: Block: Lot: Contractor: Art Electric (L) Lic. # 4005-E Was examined and found to be in compliance with the National Electrical Code. Ll Commercial LL NV Defects Ll Pool X 1st Floor ❑X Indoor ❑ Basement [L Hot Tub sig IX] Residential ❑ Det. Garage I l Attic I- 2nd Floor IX] Outdoor !X1 Addition Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 28 30 49 6 '++ Dishwasher WasherlAmps DryerlAmps Oven Range/Amps Microwaves " � . � 1-20A 1 gas }� s: Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector Bldg. Permit: r Other Equipments/ t� 1-20Amp Receptacle for Sub Zero Y 1-Ice Maker 1-Wine Cooler Hugo S. Surdi President Rough Inspection: 11/05/2002 Inspector: Ed Scavelli Final Inspection: 05/20/2003 Inspector: Ed Scavelli This certificate must not be altered in any manner. Inspectors may be identified by their credentials. O�QgUFFO(,��o czN Town Hall, 53095 Main Road 1 T Fax (631) 765-1823 P.O. Box 1179 4, � ��� Telephone(631) 765-180 Southold,New York 11971.-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / Building Permit No. oo 102' /Z Owner: (please print) Plumber: _ � _e7 ,WNA'-4eCCd (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Flu ersSignature) Sworn to before me this_-f D- day of 2003 Notary PUNIC.. County TBRY PUBLIC tate of tIew Yoni Na SZ5308760 Qualified in Suflelk Ceunq. cum Certificate filed in Suffe6 Cau / miss"Ex"ee ( IMAGE RESPONSIVE DESIGN ARCHITECTS mi r LONG ISLAND , NEW YORK December 1, 2002 Town of Southold Building Department 53095 Main Road Re: Permit#28212Z Southold, NY 11971 To Whom It May Concern: As per your request, I am submitting this Letter for your records, stating that I have carefully reviewed all calculations for the new W 14x 26 steel beam recently installed at 3580 Digman Road in Cutchogue. The new W14x26 steel beam was designed by my engineer, John C. Valerio, P.E., as a result of the longer span created during construction, than was originally anticipated. It meets end bearing conditions onto (2) 31/2"o.d. SO. columns posted directly down to poured concrete and/or existing steel, and meets or exceeds AISC and New York State Building Code requirements. If you have any further questions please contact my office at 631.874.2142. Thank you. Sincerely, ��,.� ,¢• , /.ate%, Linda A. Beutelschies, AIA LAB/lb Cc: Mr. And Mrs. Vlacich Robert Lorenzo, Creative Craftsman, Inc. File COMMERCIAL RESIDENTIAL ARCHITECTURE PLANNING 9 Bernstein Boulevard Center Moriches NY 11934 Tele/Fax. 631.874.2142 1 IMAGE RESPONSIVE DESIGN ARCHITECTS LONG ISLAND , NEW YORK November 12, 2002 Town of Southold Building Department 53095 Main Road Re: Permit#28212Z Southold, NY 11971 To Whom It May Concern: As per your request, I am submitting this Letter for your records, stating that I have reviewed the two (2)items of concern; namely, the maintaining of the existing stainless steel flue from the existing furnace at the Vlacich Residence, 3580 Digman Rd., Cutchogue, and, the new steel beam that was installed at the New Dining Room arch/wall. The existing st.stl. flue is in good condition and needs no visible repair. It is not being relocated, and we could not determine a reason for its replacement, so it shall continue to remain as part of the furnace equipment. Additional %"sheetrock shall be installed, as requested, for its enclosure. The new W 14x26 steel beam was designed by my engineer,John C. Valerio, P.E., as a result of the longer span created during construction, than was originally anticipated. It meets end bearing conditions onto (2) 31/2"o.d. stl. columns posted directly down to poured concrete and/or existing steel. If you have any further questions please contact my office at 631.874.2142. Thank you. Sincerely, A Linda A. Beutelschies, AIA LAB/lb Cc: Mr. And Mrs. Vlacich Robert Lorenzo, Creative Craftsman, hie. COMMERCIAL RESIDENTIAL ARCHITECTURE PLANNING 9 Bernstein Boulevard Center Moriches NY 11934 Tele/Fax. 631.874.2142 MASONRY CHIMNEYS 211-19 ^� Table 3.2 Construction,Termination,and Clearances for Masonry Chimneys SEE TEXT FOR REQUIREMENTS Column I It III IV V VI VII VIII IX X Start of Termination Minimum Air Space Flue Liner Clearances - -� Below (See Note 1) Appliance Chimney Wall Chimney Liner Lowest Type Thickness (See Note 1) Connector Brick or Rubble Type Thickness Cement Highest Nearby Interior Exterior Concrete Stone Point Structures Chimney Chimney in. (mm) in.(mm) in.(mm) in.(mm) it(m) it(m) in. (mm) in.(mm) Residential 4(102) 12 (305) Fireclay s/8 (16) Medium 8 (203) 3 (0.91) 2 (0.61) 2(51) I (25) 10— Duty within 10 ft Low-Heat 8 (20p) 12 (305) Fireclay 'T8(I6) Medium 8 (203) 3(0.91) 2 (0.61) 2 (51) 2 (51) Duty within 10 If Medium-Heat 8 (203) 12(305) Fireclay 4.5 (114) Medium 24(610) 10(3.05) 10 (3.05) 4 (102) 4(102) Brick Duty within 25 it High-Heat See Note 2 Fireclay 4.5(114) High To Base 20 (6.1) 20(6.1) See Note 3 Brick Duty of Chimney within 50 It Column I II III IV V VI VII VIII IX X NOTE I: Where masonry chimneys are lined with a listed chimney liner system,the system shall be installed in accordance with the listing. NOTE 2: Masonry chimneys for high-heat appliances shall be constructed with double walls of solid masonry units or reinforced portland or refractory cement concrete,each wall to be not less than 8 in. (203 mm)thick with an air space of not less than tin.(51 mm)between them. NOTE 3: Masonry chimneys for high-heat appliances shall have sufficient clearance from buildings and structures to avoid overheating combustible mate- rial,to permit inspection and maintenance operations on the chimney,and to avoid the danger of burns to persons.Clearance shall be based on good engi- f"' neering practice and acceptable to the authority having jurisdiction. masonry in actual thicknesses not less than that specified in 3-2.2.2 Residential and Building Heating Type Appli- Table 3-2, Column II. Masonry shall be laid with full, antes [Table 1.2(a), Columns I and II]. push-filled, head and bed mortar joints. (a) Clay flue lining or fireclay brick complying with Exception No. 1: Reinforced masonry chimneys for residential- 3-2.2.1, as specified in Table 3-2, Columns III and IV. type appliances shall be permitted to be constructed of hollow (b) Listed chimney lining systems. masonry units not less than 6 in. (153 mm) nominal thickness, (c) Factory-built chimneys or chimney units listed for with cells fully filled with mortar. installation within masonry chimneys. Exception No. 2: Masonry chimneys for high-heat appliances (d) Other approved materials that will resist corrosion, shall be constructed with double walls of solid masonry or rein- erosion,softening,or cracking from flue gases and conden- forced portland or refractory cement concrete, each wall to be not sate at temperatures up to 1800°F(982°C). less than 8 in. (203 mm) thick with an air space of not less than 2 in. (51 mm) between them. 3.2.2.3 Category I Gas Appliances[Table 1.2(b),Column I]. \ 3.2.2 Masonry chimneys shall be lined. Selection of lining (a) Chimney liners complying with 3-2.2.2. ll material shall be as appropriate for the class of chimney (b) Chimney lining systems listed for use with listed gas service and the type of appliance connected, in accordance appliances with draft hoods and other Category I appliances with the terms of the appliance listing and manufacturer's listed for use with Type B vent. See 3-2.2.7 for marking. instructions. Listed materials used as chimney linings shall be (c) Type B vents listed for installation within masonry installed in accordance with the terms of their listings and chimneys. See 3.2.2.7 for marking. manufacturer's instructions. The following materials shall be permitted for the indicated class of chimney service: 3-2,2.4 Category II, III, and IV Gas Appliances [Table .3-2.2.1 Low-, Medium-, and High-Heat Appliances 1.2(b), Column III]. '[Table 1-2(a), Columns III, IV, and V]. (a) Special gas vents listed for installation within (a) Clay flue lining complying with the requirements of masonry chimneys. See 3-2.2.7 for marking. ASTM C 315, Specifications for Clay Flue Linings, or equiva- lent, as specified in Table 3-2, Columns III and IV. 3-2.2.5 Pellet Fuel-Burning Appliances [Table 1-2(b), _ (b) Fireclay brick complying with the requirements of Column VI]. ASTM C 27,-Classification of Fireclay and High Alumina (a) Chimney liners complying with 3-2.2.2. Refractory Brick, or equivalent, as specified in Table 3-2, (b) Pellet vents listed for installation within masonry Columns III and IV. chimneys. See 3-2.2.7 for marking. 1992 Edition 211-20 CHIMNEYS,FIREPLACES,VENTS,AND SOLID FUEL-BURNING APPLIANCES 3-2.2.6 Other materials listed for installation within Exception No. 1: Where two flues are used to vent a single fire- masonry chimneys for the class of chimney service and for place or appliance, this separation is not required. the appliance type shall be permitted. Other approved Exception No. 2: Multiple flues in one chimney are not permit- materials that will resist corrosion, erosion, softening, or ted for medium-heat appliances, high-heat appliances, or commer- cracking from flue gases and condensate at temperatures tial and industrial incinerators. appropriate for the class of chimney service and appliance type shall be permitted. 3.3 Clearance from Combustible Material. The mini- mum air space clearance between interior masonry chim- 3.2.2.7 Notice of Usage. When a Type B gas vent, spe- neys (which have any portion of the chimney located tial gas vent, pellet vent, or other material not suitable for within the exterior wall of the building) and combustible use under Columns I and II of Table 1-2(a) is used as a materials shall be at least the distance specified in Table liner for a masonry chimney, the chimney shall be plainly 3-2, Column IX. The minimum air space clearance and permanently identified by a label attached to the wall, between exterior masonry chimneys (which have the chim- ceiling, or other conspicuous location adjacent to the point ney completely outside the exterior wall of the building, where the connector enters the chimney. The label shall excluding the soffit or cornice area)and combustible mate- read: "This (Type of�Product) is for (Type or Cate or�of rial shall be at least the distance specified in Table 3-2, Col- liance) appliances that burn (Type of Fue) of nly. Do not umn X.The air space shall not be filled; however, this shall connect other types of appliances." or equivalent language. not eliminate the requirements for firestopping in 3-1.5. 3-2.3 Fireclay flue liners shall be installed ahead of the Exception No. 1: For residential and low-heat chimneys, non- construction of the chimney as it is carried up, carefully combustible trim shall be permitted to be used to prevent entry of bedded one on the other in a medium duty, nonwater- debris into the air space. soluble calcium aluminate refractory cement mixture, or Exception No. 2: Masonry chimneys for high-heat appliances equivalent, with close fitting joints left smooth on the inside. shall have sufficient clearance from buildings and structures to Portland cement bonded mixtures shall not be used. avoid overheating combustible material, to permit inspection and maintenance operations on the chimney, and to avoid danger of 3-2.4 Fireclay brick flue liners shall be installed laid in full burns to persons. Clearances shall be based on good engineering width refractory mortar as specified in Table 3-2, Column V, practice and acceptable to the authority having jurisdiction. or the equivalent. 3.3.1 Chimneys constructed with listed chimney liners a,/ I shall be built with clearances in conformance with the list- YeJ3-2.5 Flue lining for residential and low-heat chimneys ing of the liner system. shall be separated from the chimney wall by a minimum of ;j_ 1/2 in. (12.7 mm) and a maximum of 4 in. (102 mm) of air 3.4 Masonry Chimneys for Incinerators. In addition to +. space. The air space shall not be filled, and only enough the requirements in Sections 3-1 through 3-3,;masonry chim- mortar shall be used to make a good joint and hold the lin- neys for incinerators shall meet the following requirements. ers in position. 3-4.1 Chute-fed incinerators shall meet the requirements Exception: Where masonry chimneys are lined with a listed chim- of NFPA 82, Standard on Incinerators, Waste, and Linen Han- ney liner system, the system shall be installed in accordance with dling Systems and Equipment. the listing. 3-4.2 Masonry chimneys for commercial and industrial 3-2.6 The flue lining shall start from a point belowthe incinerators shall be supported on properly designed foun- dations of masonry or reinforced portland or refractory lowest chimney connector entrance of not less than the dis- cement or on noncombustible material having a fire resis- tance specified in Table 3-2, Column VI. The lining shall tante rating of not less than 3 hr provided such supports be carried up as nearly vertically as possible, with amaxi- are independent of the building construction and the load mum slope no greater than 30 degrees from the vertical. is transferred to the ground. The lining shall extend for the entire height of the chim- ney to a level not less than 2 in. (51 mm) above the splay Exception: Chimneys shall be permitted to be supported on incin- or wash. The splay or wash shall be constructed so as to crater walls if the incinerator foundation and walls are built to allow for unrestricted vertical movement of the flue lining support the load thus imposed. They shall be so constructed as not due to thermal expansion without permitting the introduc- to plate excessive stress upon the roof of the combustion chamber. tion of moisture into the chimney. 3-4.3 The terminus of the chimney For commercial and Exception: Flue lining for chimneys for high-heat appliances industrial incinerators shall be equipped with an approved and commercial and industrial incinerators shall extend to the base spark arrestor if the incinerator does not include effective of the chimney. means for arresting sparks and fly ash. (See NFPA 82, Stan- dard on Incinerators, Waste, and Linen Handling Systems and 3-2.7 Where more than one flue is contained in a chim- Equipment.) ney, a separation shall be provided between adjacent flues. The separation shall be constructed of solid masonry Chapter 4 Metal Chimneys (Smokestacks) wythes (partitions) not less than 4 in. (102 mm), nominal, 4.1 General Requirements. in thickness or of reinforced portland or refractory cement concrete not less than 4 in. (102 mm), actual, in thickness, meta Te - and the partitions shall be bonded or securely tied to the li-u�" �- --' -- -- -- - -- --- - - chimney walls. { 1992 Edition METAL CHIMNEYS(SMOKESTACKS) 211-21 4.1.2 Metal chimneys shall be constructed of steel or cast 4-2 Metal Chimneys for Residential-type or Low-Heat iron. Sheet steel shall have a thickness not less than that Appliances. indicated in Table 4-1.2. 4.2.1 Termination (Height). Metal chimneys for residential-type or low-heat appliances shall extend at least Table 4-1.2 Minimum Thickness of Sheet Steel Chimneys 3 ft (0.92 m) above the highest point where they pass through the roof of a building and at least 2 ft (0.61 m) Mfgr. Min. Equiv.Round higher than any portion of a building within 10 ft (3.1 m). Std. Thickness Area Diam. [See Figures 1-8(a) and(b).] Gage No. in.(mm) sq in.(m') in.(mm) 053 up to lb4 up m 14 Exception: The outlet of a metal chimney for residential-type and 16 0.053 (0.0994) (3 o low-heat appliances equipped with a mechanical exhaust system shall 14 0.067 1555 to 201 over 14 to 16 be permitted to terminate at a location not Less than 3 ft (0.92 m) (1.70) (0.0999 to 0.1296) (356 to 406) from an adjacent building or building opening and at least 10 ft \) 12 0.093 202 to 254 over 16 to 18 (3.1 m)above grade or walkways. (2.36) (0-1303 to 0.1638) (406 to 457) 10 0.123 Larger than 254 over 18 In any case, the outlet shall be so arranged that the flue (3.12) (0.1638) (457) gases are not so directed as to jeopardize people, overheat NOTE: Regardless of minimum: in this table, the thickness of sheet combustible structures, or enter building openings in the metal shall be adequate to meet the requirements of 4-1.3. vicinity of the outlet. 4-1.3 Metal chimneys shall be properly riveted, welded or 4-2.2 Clearances. bolted, securely supported, and constructed in accordance 4-2.2.1 Exterior. with good engineering practice as necessary for the following: -(a)- Strength to resist stressesdue to steady or gusting 4-2.2.1.1 Exterior metal chimneys used only for wind loads. residential-type or low-heat appliances as defined in Table (b) Adequate anchoring, bracing, and inherent strength 1-2(a) shall have a clearance of not less than 18 in. (457 to withstand seismic and wind-induced vibrational stresses. mm)from a wall of wood frame construction and from any (c) Proper material thickness for durability considering combustible material. fuel analysis, gas temperature, and exposure. (d) Security against leakage of flue gases under positive in diameter Exterior metal chimneys over IS in. (457 mm) n dmeter shall have a clearance of not less than 4 in. pressure. (102 mm) from a building wall of other than wood frame (e) Allowance for thermal expansion of breeching and construction. vertical sections. 4-1.4 Metal chimneys shall not be used inside of ventilat- 4-2.2.1.3 Exterior metal chimneys 18 in. (457 mm)or less in ing ducts. diameter shall have a clearance of not less than 2 in.(51 mm) from a building wall of other than wood frame construction. 4-1.5 Metal chimneys shall have sufficient clearance from buildings and structures to avoid heating combustible 4-2.2.1.4 A metal chimney erected on the exterior of a material to a temperature in excess of 907 (50°C) above building shall not be installed closer than 24 in. (610 mm) ambient and to permit inspection and maintenance opera- to any door or window or to any walkway. tions on the chimney. They shall be located or shielded to - -- -- avaid danger-ofimrnxm-persons-- - ------- ------- - — - Exception:- The distance shall be-permitted to be less than 24 in. e 4-1.6 Metal chimneys shall be supported on properly (610 mm) when the chimney is insulated in an approved manner designed foundations of masonry or reinforced portland or to avoid danger of burns to persons. ,., refractory cement concrete or on noncombustible material 4.2.2.2 Interior. having afire resistance rating of not less than 3 hr pro- vided such supports are independent of the building con- 4.2.2.2.1 Where a metal chimney extends through any chimney and the load is transferred to the ground. u metal story of a building above that in which the appliances con- chimney may also be supported at intervals by the building netted to the chimney are installed, it shall be enclosed in structure, in which case expansion joints shall be provided at each support level. All joints shall be liquidtight or of a such upper stories, within a continuous enclosure con- design such that liquid will drain to the interior of the strutted of noncombustible materials (see Section 1-5). The chimney. enclosure shall comply with the following: 4.1.7 Metal chimneys serving residential-type or low-heat (a) The enclosure shall so extend from the ceiling of the appliances and producing flue gases having a temperature appliance room to or through the roof as to maintain the below 350,°F (165.5°C) at the entrance to the chimney at integrity of the fire separations required by the applicable full load or partial load shall be lined with acid and con- building code provisions. _ densate resistant metalor refractory material, constructed of suitable stainless steel, or otherwise protected to mini- mize or prevent condensation and corrosion damage. . -lwigke-a-- 1992 Edition 211-22 CHIMNEYS, FIREPLACES,VENTS,AND SOLID FUEL-BURNING APPLIANCES (c) The enclosure walls shall have a fire resistance rating 4-3.2 Termination (Height). Metal chimneys for of not less than 2 hr if the building is 4 stories or more in medium-heat appliances shall extend not less than 10 ft height. (3.1 m) higher than any portion of any building within (d) The enclosure shall provide a space on all sides of 25 ft (7.6 m). the chimney sufficient to permit inspection and repair, but 4-3.3 Clearances. in no case shall it be less than 12 in. (305 mm). (e) The enclosing walls shall be without openings. 4-3.3.1 Exterior. Exception: Doorways equipped with approved self-closing fire 4.3.3.1.1 Exterior metal chimneys used for medium-heat doors shrill be permitted to be installed at various floor levels for appliances as defined in Table t-2(a) shall have a clearance inspection purposes. of not less than 24 in. (610 mm) from a wall of wood frame construction and from any combustible material. e_4 n r.r1.6�e a metal chimney serving only residential- type or low-heat appliances as defined to Table 1-2(a) is 4.3.3.1.2 Exterior metal chimneys over 18 in. (457 mm) located in the same story of a building as that in which the to diameter shall have a clearance of not less than 4 in. appliances connected thereto are located,it shall have a clear- (102 mm) from a building wall of other than wood frame -- -6 Q. I,-- .t, o � s,,,t.eu„�� construction. 4-3.3.1.3 Exterior metal chimneys 18 in.(457 mm)or less in diameter shall have a clearance of not less than.2 in. (51 num - • - �• from a building wall of other than wood frame construction. II 4-3.3.1.4 A metal chimney erected on the exterior of a ;V building shall not be installed nearer than 24 in. (610 mm) to any door or window or to any walkway. - - Exception: The distance shall be permitted to be less than 24 in. (610 mm) when the chimney is insulated or shielded in an 4-2.2.2.5 Where a metal chimney serving only residential- approved manner to avoid danger of burns to persons. type or low-heat appliances as defined in Table 1-2(a) 4-3.3.2 Interior. passes through a roof constructed of combustible material, it shall be guarded by a ventilating thimble of galvanized 4-3.3.2.1 Where a metal chimney extends through any steel or approved corrosion-resistant metal, extending not story of a building above that in which the appliances con- less than 9 in. (229 mm) below and 9 in. (229 mm) above netted to the chimney are installed, it shall be enclosed in the roof construction and of a size to provide not less than such upper stories within a continuous enclosure con- t in. (152 mm) clearance on all sides of the chimney. strutted of noncombustible materials (see Section 1-5). The enclosure shall comply with the following: Exception:, In lieu of the above requirement, the combustible material in the roof construction shall be permitted to be cut away (a) The enclosure shall so extend from the ceiling of the to provide not less than 18 in. (457 mm)clearance on all sides of appliance room to or through the roof as to maintain the the chimney, with any material used to close up such opening integrity of the fire separations required by the applicable entirely noncombustible. building code provisions. (b) The enclosure walls shall have a fire resistance rating 4-3 Metal Chimneys for Medium-Heat Appliances. of not less than 1 hr if the building is less than 4 stories in height.' ._4-3.1 Construction. MetaL_chimneysserving. medium- (c) The enclosure walls shall have a fireresistancerating heat appliances as defined in Table I-2(a) shall be lined of not less than 2 hr if the building is 4 stories or more in with medium-duty fireclay brick(ASTM C 27)or the equiv- height. alent laid in refractory mortar (ASTM C 199, medium duty), or the equivalent (d).The enclosing walls shall provide a space on all sides - of thechimney to permit inspection and repair, but in no 4.3.1.1 The lining shall be at least 2 in. (64 mm) thick for case shall it be less than 12 in. (305 mm). chimneys having a diameter or greatest cross-section (e) The enclosing walls shall be without openings. dimension of 18 in. (457 mm)or less. Exception. Doorways equipped with approved self-closing 1-he 4-3.1.2 The lining shall have a thickness of not less than fire doors shall be permitted to be installed at various floor levels 4 in. (114 mm) laid on a full width bed for chimneys hav- for inspection purposes. ing a diameter or greatest cross-section dimension greater than 18 in. (457 mm). 4-3.3.2.2 Where a metal chimney serving a medium-heat appliance as defined in Table 1-2(a) passes through a roof 4-3.1.3 The lining shall start 2 ft (0.61 m) or more below constructed of combustible material, it shall be guarded by the lowest chimney connector entrance and shall extend to a ventilating thimble of galvanized steel or approved a height of at least 25 ft (7.6 m)above the highest chimney corrosion-resistant metal,extending not less than 9 in. (229 connector entrance. Chimneys terminating 25 ft(7.6 m) or mm) below and 9 in. (229 mm) above the roof construc- less above a chimney connector entrance shall be lined to tion,and of a size to provide not less than 18 in. (457 mm) the top. clearance on all sides of the chimney. 1992 Edition New York State Department of Environmental Conservation AM of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 v Phone: (631) 444-0365 FAX: (631) 444-0360 _ Erin M. Crotty Commissioner LETTER OF NO JURISDICTION February 27, 2002 Giuliana Vlacich 120 Shore Road Manhasset, NY 11030 Re: 1-4738-00173/00004 (prior# 1-4738-02994/00001) Right of way off Oregon Road, Cutchogue SCTM# 1000-83-02-4.2 Dear Ms Vlacich, Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the property located landward of the"top of bluff"as shown on the survey by Anthony W Lewandowski, dated January 10, 2000 is not within NYSDEC Tidal Wetlands jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetlandjurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Ve truly yours', ^ R r Evans Deputy Regional Pemtit Administrator cc: file Image Responsive Design Architects Albert J. Krupski, President Town Hall James King, Vice-President �0$VFF���'C 53095 Route 25 Artie Foster ,r� ��j P.O. Box 1179 Ken Poliwoda G y� Southold, New York 11971-0959 Peggy A. Dickersonh Telephone(631) 765-1892 Z Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 8, 2002 Ms. Linda Beutelschies 9 Bernstein Blvd. Center Moriches, NY 11934 RE: GUILIANA VLACICH 3400 DIGNAN'S RD., MATTITUCK SCTM#83-2-4.2 Dear Ms. Beutelschies: The Southold Town Board of Trustees reviewed the survey dated January 10, 2000 and determined the proposed addition to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. However, any activity within 100' of the Wetland line and/or seaward of the Coastal Erosion Line would require a further review from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krups(i,*Jr. r' President, Board of Trustees AJK:Ims BUILDING PERMIT EXAMINER CHECK LIST DATE ISSUED: _/02 DATE REVIEWED: /1 /02 APPLICANT: VLgeiCE/. E DATSUBMITTED: .3/x/02 SCTM#DISTRICT: 1 000, SECTION: 83 , BLOCK: , LOT: y2 CITY: SUBDIVISION:ADDRESS: Syoo lIGNANs &�A PROJECT DESCRIPTION: kuPl'rl(W5 SF L� ESTIMATED PROJECT COST: Zoo K AR HITS / ENGINEER CoFjr cH 1z;S FAST TRACK? n10 SINGLE & SEPARATE CERTIFICATION-REQUIRED? 116 NOTES: LOTS 40,000SP-100-24.Lot recognition.(CREATE D before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997100-25. Merger.(Anonconfornin e at any time after 7/1/83 ZONING DISTRICT: ---2, 20 CONFORMING? YCS -4 REQ. LOT SIZE: 96,--0 ACT. LOT SIZE:90,gaa REQ. LOT COV. �26 /► ACT. LOT COV. - y'7� REQ. FRONT 60 PROP. FRONT {-- REQ SIDE 'or ACT. SIDE- 29.y 83' REQ. REAR -9 S PROP. REAR 12 39 kor PU4N 10,50; WATER FRONT? *5 DESCRIPTION: PANEL #: )yZ FLOOD ZONE:__, APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES o roBED #):_DTE:—/_/ PERMIT #:R10- TOWN SEPTIC RECEIPT: Y oo NEW YORK STATE DEC: PRE-DEC9nn or NO NO LcffeC .2124Q SOUTHOLDTOWN TRUSTEES: rNO NJ L2ilek TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES o NYS ENERGY: E OR NO EGRESS (18 H min.? 4 sq total) VENT(SQ. FT. x 4%) LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP 15102 -Z/C/0 Z- I Ll s T HAVE PRE CO'S : YORN G4*42.PiC4`t NOTES: /lo 4.)IA)DO A/o Eg- C 00 ✓ —(>> tz. s ._ FEE STRUCTURE: FOUNDATION: O SF /� s/FIRST FLOOR: SF G SECOND FLOOR: - SF OTHER: SF INIT OTHER TOTAL TOTAL: F FEE FEE FEE 2. ( SF)- ( SF)- SFX 765-1802 BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �G DATE CSL INSPECTOR 765-1802 BUILDING DEPT. 1 SPECTION [ ] FO DATION i ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMIN [ ] FINAL [ ] FIRE LACE & C IMNEY REMARKS: 0/z, DATE SPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ 1-j RROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [vf"FfIAMING [ ] FINAL [ :' IREPLACE & CHIMNEY REMARKS:✓ 66� -4-,'C- D E //// 0 1/ INSPECTO 1 pj� � /9 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [` J INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE �!��/Sf�Z INSPECTOR AA /� 765-1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY REMARKS: d DATE �� �3 INSPECTOR -iso2 \ BUILD G DEPT. INSPECTION [ J FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I CATION ( J FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: W7 C r DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) H r ------------------------------------ C FOUNDATION (2ND) m � z 17-9 o � / a 77 ROUGH FRAMING& PLUMBING cAa 190x r INSULATION PER N.Y. STATE ENERGY CODE FINAL 7 -7 ADDITIONAL COMMENTS / a O z m A b y O z °o x o y N x - w b y TOWN OF SOUTHOLD I i ING PERMIT APPLICATION CHECKLIST: BUILDING DEPARTMENT _ Do ou have or need the following,before applying TOWN HALL B7 Bo dofHealth SOUTHO' D, NY 11971 `' f` r;o�� of Building Plans ✓ Survey ✓ Check ✓ Septic Form N.Y.S.D.E.C. Trustees (� Examined ��� 20992— la-31-0'P,7 Approved_/y A c . 3 .20 D Z— PERMIT NO. ;2 9.2/-Z 2: Disapproved a/c Buil ' g Inspect r APPLICATION FOR BUILDING PERMIT Date M o v E M 156 V— 40 2001 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 sale. 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 of applicant or n e,ifacurparattoar� I'Zo '5 plli R0 - MA04AS5er NY11030 (Mailing address of applicant) State whether applicanti owner r e r 0 VIJ Name of owner of premises (as onthe tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer K I/-P' (Name and title of corporate officer) Builders License No. 7v F-c,(,L P j Plumbers License No. ^ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: rtoy w.,� 3590 D1&r.Agt--� 1zpAD R„�o�'� Fc+4O ,L) House Number Street County Tax Map No. 1000 Section }3 Blgck O2 Lot A, Oo2 Subdivision M No R SV 5 D1 V,S O ✓ p! Agin i Z c, Filed Map No. Lot -Z- (Name) (Name) S NSG ly 2. existing u5c and occupancy of premises and intended use and occupancy of proposed constracti,y, a. Existing use and occupancy o N r. - F AM ,L y VW e L L,Ai& b. Intended use and occupancy_ 0 N E EAM 1 L W DW BLUING 3. Nature of work (check which applicable):New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 200,0d o , 0 Fee (to be paid on filing this application) 5. If dwelling, number of dwelling unitsNumber of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t`7A 7. Dimensions of existing structures, if any: Front 7 l °$ Rear—J-3'- Depth 41 1 n" Height 2Co' - V Number of Stories Dimensions of same structure with alterations or additions: Front 8?-71- 2) Rear Depth 4 l ' -1 O" Height �Lv' - (o ' Number of Stories Z 8. Dimensions of entire new construction: Front Rear S7 '- `� Depth Height °L(p'-(. ," Number of Stories 2 9. Size of lot: Front I8o -A_4 Rear 21 �'L Depth 3�a' - 4 7(o' y EX,sr-7�n 10. Date of Purchase NoV '9 `I Name of Former Owner 5A LV,g-ry l 6 09-5SFtLGQUA 11. Zone or use district in which premises are situated \ 80 12. Does proposed construction violate any zoning law;ordinance or regulation: N O 13. Will lot be re-graded N O Will excess fill be removed from premises: YES NO 170 540?6 FP. 14. Names of Owner of premises 61oL,AUA VLAacNAddress "yPhone No. Slfv- �loS-OSO(p Name ofArchitectLlavAA . t3CuTELscoie5 Address ') 86e,✓srE1^J131V0FhoneNo (o3l- $74.2142 Name of Contractor Address Phone No. -ro fo)-Low .5. Is this property within 300 feet of a tidal wetland? YES NO • IF YES, SOUTHOLD TOWN TRUSTE PERMITS MAYBE REQUIRED 6. Provide survey, indicate scope of project, to scale, with distances to property lines. SEE RTTACNeo pZ0T /'1A,✓ ON SN r- A-2. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) NIA SS: 'OUNTY OF ) being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ;)He is the o w M E 2 _ said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; at all statements contained in this application are true to the best of his knowledge and belief, and that the work will be :rformed in the manner set forth in the application filed therewith. vor�}to before me this (D day of (300n 20-O L Notary Public CS Signature of Applicant Notary Public State OfLO t New!drat OualifieC�n Nassa 9CoWtv Commission Expires Zr- N � Ns Ye, A-C. -Ni 1 57b' it F Q roti �{c as I � �+ d tie' LE�,� X36go ` V � 4 - f�76.3' s �:la s2 Mubt,?u Oruro cFf.2c C... N.Y. Y %POMMEL - Gc+A,rw.vrcao ' ra.EziodG%yis+� zsric . - F•ce�rAncz, .✓Ti�•cE/�yOv.�eerCo.rwrvY �ltl+�-. TC•J.n./cK+tYp Cavo `. �- 6Lsu 0NG Title No 605 S 1078 \ /nI N''vo3 ~/b ABs '�,o sob /1 PINOPE /F 4y. F /II o 17 , wg, E d el bk � rA a � N O 90 O � � V LStt Si11GC0 `C �� NOUN! CE 0 � 1 fII r x, /1 w I 3 , NJSET � I e o }i9 ! c now or formerly now or formerly Murray Klapper 2 Cheng K Yu, P C a z � 8'WIDE '$ OIRr ROAD � O it I]80 44' S 43045'00"W S 43°45'00"W 294 13' PI:Lul 25' RIGHT OF WAY iV OD y M now or formerly t31 John Jr Lucille Zuhoskl RO now or formerly OF ^ Peter & Paincia Kalamaras STCr will , �1 0 ,•'T 2 yY O '•7r. E z m STAINCCo NOP]F ND s' C 1r Nr o # f zo1 I o now or formerly Frank 11 Oliveto, 1 D Frank Tucci 131 Ors I°o INSET SCALE C-40' 1a� + t11t'°CO• I a 4ARMGF 1 ROAD Yw SURyEY FOR SWOLK COUNTY DEPARTMEWT OF HEALTH S>rRVW SAL ATORE PASSALACQUA a LAURA PASSALACQUA DAA �'y�Art Y DWELLING ONLY 2 AUG 22, 1989 JAN 1967 DAA 9 ?+ AT CUTCHOGUE DATE APRIL 25, 1985 H S Iq FSO The sewage disposal and water WPPly tacdibes for thIS TOWN OF SOUTHOLD SCALE I"= 100' location have bean rnspmted hY this Oeoartm"t and/of SUFFOLK COUNTY, NEW YORK No 85-366 011ier and tnd *UNAUTHORIZED ALTERATION OR ADDITION To THIS GUARANTEED T ^'�'T• .+�' • ♦ - SURVEY IS A VIOLATION OF SECTION T202 OF THE Chief Bnrveu of wastewater fADlogemelk NEW YORK STATE EDUCATION LAW SALVAT` SRAy4 A I3 *COPIES OF THNS SURVEY NOT MEANING THE LAND SURVEYORS H1KE0 SEAL OREMSOSSED SEAL SMALL y, NOT ME CONSIDERED TO EE A VALlo TRUE COPY FI A TIT URANCE Co *GUARANTEES INDICATED HEREON SMALL RUN ONLY 10 HEALTH DEPARTMENT-OATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY 11 PREPARED ,YNQdW5 10 AND ON HIS MEHALF TO THE TITLE COMPANY,GOVrRM- * MEANEST WATPJM WN MI '- *SOURCE of WARN PIUVATL PUBLIC MENTAL AGENCY AND LEM04NO INSTITUTION LISTED O III SIFF 00 TAR MAP DIET-]�IQQ SEC TION aRs SLOCK AL.LOT 4 HEREON,ANO TO THE ASSISHlEi OF THE LENDING *THEN[ ARE ND DWELLINGS WITHIN 100 FEET OF TNS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANFERASLE OTHER THAN THOSE SHOWN HEREON TO ADDITIONAL INSTITUTIONS OR SUESEOUENT *THE WATER SUPPLY Ally SEVNSE DISPOSAL SYSTEIA FOR THIS RESIDENCE OWNERS WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT *DISTANCES SHOWN HEREON FROM PROPERTY LINES �rF. 0 3 OF HEALTH SERVICES TO Ex ISTINS STRUCTURES ARE FOR A SPECIFIC APPLICANT, PURPOSE AMC ARE NOT TO SE USED TO ESTABLISH aV. PROPERTY LINES OR FOR THE ENECTION OF FENCES 14ND swul"M� ADOMESE "` YOUNG a YOUNG RIERHE�EAA/D,, NEYAAV YOOR E NOTES 0 :; MONUMENT ALOE* W YOUNG PROFESSIONAL ENGINEER AREA =88,861 SF :tRE LOT 2,"MINOR SUBDIVISION OF DANIELC.SHELLY" J'. AND LAND SURVEYOR N XS LICENSE NO 12845 % Q � HOWARD W YOUNG, LAND SURVEYOR *TNE LOCATMOFWSLL(W),SEPTICTANK(STIDmvoa W)Swwm IRREoN NY S LICENSE NO 45893 ARE FROM FIELD OSMERVATIOMS AMOOR DATA OOTAINED PWOM OTHERS BRANOIS A SONS INC. 1040 SEALED WOOD TRUSS DESIGNS for VLACICH RESIDENCE Cutchogue, NY Nov 2 7 -ale L-7 - prepared for: Creative Craftsman 15 Amboy Road Oakdale, NY 11769 prepared by; NASSAU SUFFOLK LUMBER & SUPPLY CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn: Brian Mooney (631) 289-6900 FAX (631) 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE.,RONKONKOMA,NY 11779-6534 PURCHASER IS ADVISED TO OBTAINAND FOLLOW TPI-HIB91 BRACING AND ERECTION RECOMMENDATIONS AND TO DISTRIBUTE TPI-HIB97 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. TRUSS SHOP DRA97NGS WILL BE THE SOLE SOURCE FOR TRUSS FABRICATION, PURCHASER MUST SIGN FOR APPROVAL TO FABRICATEAS PER NASSAU SUFFOLK LUMBER TRUSS SHOP DRAWINGS MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re:vlacich Telephone 314/434-1200 VLACHICH RESIDENCE -CUTCHOGUE,NY Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Nassau Suffolk Lumber Pages or sheets covered by this sea114120418 thruI4120435 My license renewal date for the state of New York isfune 30, 2005. of NE<?r yo GA 9C t r i 6 w O NO 03009� �.� AA�FESS%O November 14,2002 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec. 2. Job Truss truss Type ty y AU ICH RESIDENCE -CUTCHOGUE, NY 14120418 VLACICH VL100 ROOF TRUSS 26 7 o tional) A AU SUFF L MB ,ME RD,N 7 ek Industries, Inc. 4. 1 R7 s ct 77 O ITek Industries,Inc. ueNov 1 10:48z23 age 1 r -1-2-0 ) 3.7.12 3" 7-1-8 1-24) 37-12 0-1-12 3>-0 2.4 I Scale=1214 4 500 FIT 3x4 N 3 5 2 4.4= ^ Y �1 5.00 F,2 6 3,,4= 5x5= s _ 3-9-8 7-1-8 3-9-6 3.4-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) Ldefl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.19 Vert(LL) 0.00 6 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.10 Vert(TLf -0.01 2-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) -0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240 Weight:32 Ib LUMBER BRACING TOP CHORD 2 X 4 SVP 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 SPF Stud 'Except' 4-5 2 X 4 SYP No.2 REACTIONS (lb/size) 5=319/Mechanical, 2=424/0-3-8 Max Horz 2=197goad case 3) Max UPIIft5=.98(load case 3), 2=-109(load case 2) FORCES (Ib)-First Load Case Only TOPCHORD 4-5=-133, 1-2=11, 2-3=-350, 3-4=-0 BOT CHORD 2-6=313, 5-6=332 WEBS 3-6=-82, 3-5=-308 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 lost top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category 1, condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If parches exist,they are not exposed to wind. The lumber DOL increase is 1.15, and the plate grip increase is 1.15 2)Refer to girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplift at joint 5 and 109 Ib uplift at joint 2. . 4)This truss has been designed with ANSIlTPI 1-1995 criteria. LOAD CASE(S) Standard OF NEJV� GA,9Ci9 0 r 2 LU X0.08009, p9OFESSIONP� A WARNING-Peri&dee/yn pasamrten and REM NOTES ON Tws AND IBLVERRE EIDE BEPORE USX. sisse�® Design void ler free only with Millet connector&lha design 4 based only upon paramelen shown.antl If fa an IndNldual building comporront to be Instated ona loadetl vertically. Applicability of design parameters and proper Incorporation of component Is responstemy of building designer-not truss tlesgner.Bracing shown k im brietal mppo,l of IodNsaual web members Only.Additional temporary brocing to Insure stability during construction 61he e:pondblllly of the erecta,.AddHronol pe,manent bracing of the o eraB ifiucture H the resp-nsibllity of the bulWing designer.For genual guidance regarding fobrbalbn,quality control,storage.delve,erection and bracing,consult OST-68 gualxy standard.DSB-69 Bracing Spacllication,and HIB-91 M iTek® Handling Hssd/ra6g Installing a9ReeommeMallon available Iran Truss Pure Institute.543 D'Onoelo 01".Madison,WI,53719. Job ss russ ype ty ly N ,NY 14120419 VLACICH VL101 ROOF TRUSS 7 1 (optional) A AU U L UMB RD,NY i l ,Mi a Industries, Inc. 1 1 s ct 1 Mi a ndustries, Inc. Tue Nov 12 1 :4 age 1 -1-2-0 F 3-7-12 3j 9�-9 5-9-8 1-24) 37-12 0.1-12 2-0-0 2.4 11 Scale=1:18.2 4 3x4 i 5.00 12 3 2 5 m o 1 414= e 5.00 12 3x4= 5.5= 3-9-8 2-0-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) !/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.16 VertILL) 0.00 6 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.08 Vert(TLL -0.01 2-6 >999 BCLL 0.0 Rep Stress[net YES WS 0.05 Horz(TL) -0.00 5 n/a BCDL 10.0 Code SOCA/ANSI95 1st LC LL Min Udall = 240 Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathed or 5-9-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SVP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud 'Except* 4-5 2 X 4 SVP No.2 REACTIONS (lb/size) 5=257/Mechanical, 2=362/0-3-e Max Harz 2=173(load case 3) Max Uplih5=-82fload case 3), 2=-104(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 4-5=-80, 1-2=11, 2-3=-209, 3-4=0 BOTCHORD 2-6=187, 5-6=199 WEBS 3-6=-40,3-5=-203 NOTES I This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline, on an occupancy category 1,condition I enclosed building,of dimensions 45 It by 24 It with exposure D ASCE 7-93 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 1.15, and the plate grip increase is 1.15 2) Refer to girderls)far truss to truss connections. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 82 Ib uplift at joint 5 and 104 Ib uplift at joint 2. 4)This truss has been designed with ANSlrTPI 1-1995 criteria. LOAD CASE(S) Standard OF NEtV GAq�iy�9 r 2 W R?7 �O X0.0130091 Q� v ROFESSIONA &WAMMC;-Ver V dta le pss. ..t.and READ xaMS ORTMS AND AtMt4E 97DE B&FORE Va& ��® Design vold lot use a*wlh Mitek connectors.This design 4 based only upon posameter,ewwn,and Y lot an hdMlaual buldkp component to De Installed and Iaadea vedbay. Applicability of de ign parameter,and popet Mcwoaratgn of component It responsbgly of building designer.not hun despner.Bracing shown Is for btesal suppod of Individual web members only.Addtlbnal temporory btooing to Faure dablifty during condructbn Is the rezpen4blilly of Pe erector. Addlibnal permanent b,a ln, of the overan slmclma k the responslbllXy of the bulldtng deslgnel. For general Outdone 1 regarding fabrication,0uaaycontrot slaage,delivery,erection and bracing,consult 051-ae Quality standard.058.89 Bmchp SPechication,and HIB-91 MiTek� Randlrp katalling arse lrockuss V q Recommendotbn avaBDDb Irom Trote Nslitute.5e3 D'Onoeb Drhy,Madbon,WI53719. Job russ � ross ype ty y N ,NY 4120420 VLACICH VL101A ROOF TRUSS 1 1 (optional) AU LK LUMBER, ED RD, NY 1175J, MiTek Industries, Inc. 4.251 SRI s ct 17 1 ek Industries,Inc. TueNov 12 10:48:24 2002 Page 1 3.7-12 49 59-8 3-2-12 0-1-12 2-0-0 2.4 11 Scale=1:18.0 3 5.00 12 3x4 i 2 1 4 4x4= 5 5.00 12 3x4= 5x5= 3-9.8 5.9-8 3-9-8 2-0-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.16 Vert(LL) 0.00 5 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 SC 0.08 Vert(TL)- -0.01 1-5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 240 Weight: 251b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-9-8 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 SPF Stud 'Except' 3-4 2 X 4 SYP No.2 REACTIONS (Ib/size) 4=257/Mechanical, 1=257/0-3-8 Max Harz 1=155(load case 3) Max Uplift4=-82(load case 3), 1=-36(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 3-4=-80, 1-2=-209, 2-3=0 BOT CHORD 1-5=187.4-5=199 WEBS 2.5=-40, 2.4=-203 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load, 0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If parches exist,they are not exposed to wind. The lumber DOL increase is 1.15, and the - plate grip increase is 1.15 2) Refer to girders)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 Ib uplift at joint 4 and 36 Ib uplift at joint 1. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard pF NEty GJ�P �JPN GARC79 O9� r Q W y � 2 NCO �0.081 �? v 9oFBssl Awmmo-Vef-w ae,lyn pa.umetesw and nzAs Norzs ON rms AND t7ava77sa SDE sarOxa 71sR. �® Design void far use only b wtlh Mitek connectors.The design based m only upon paiaelers Mown,antl Is to an lndMdual bulding comporent to be hslalbtl and boded vsdi rrly. Appal oblNy of design parameter, pn and poe)hcwpwatbn of component Is tesponsblay of bulldhg despner-not truss desbnel.fracing shown h for bfual suppod of IndNiJuat web members only.Additional temporary bracing to Insula stability dming condrucibn h the I ie.ppr,Mblllly of the erector.Addif Vinel permanenl bmclnq of the overall stmcture N the r.sponxlblllty of the bulaing desaner.For general quaance regarding fabrication,quality control.storage,delivery,erealbn and bracing,consult 051-80 Quality Standard.DSO-89 Bracing Specfllcollon,and HIS-91 M iTek® NarWllag swrasing and Viscing Ieo lammentlatbm truss Pate hMei Oute,bD'OnoebDrive.Dr .Modbcn,WI W719. :01, russ russ ype ty y - ,NY14120421 ACICH V-102 ROOF TRUSS 7 1 o tional) NASSAU OF L LUMB MEDFORD, 1176 , Mi eit ndustries,Inc. 4.01 SRI s Oct 17 2002 Mi I eK Industries, Inc. I ue Nov 12 10:48:24 age 1 4-24 398 458 1-24 3-9-8 0-8-0 2.4 II 3 Scale=113.0 5.o0 12 7 1� 2 4 0 5 3x4= 2.411 590 12 3-9-8 4-5-8 3-9.8 0-8-0 Plate Offsets( ): [5:0-2-0,0-0-131 LOADING Ipsf) SPACING 1-4-0 CSI DEFL in (roc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.19 Ven(LL)- -0.00 2-5 >999 M1120 249/190 TCDL 30.0 Lumber Increase 1.15 BC 0.08 Vert(TL) -0.01 2-5 >999 BCL- 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/dell = 240 Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SVP No.2 TOP CHORD Sheathed or 4-5-8 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.2 REACTIONS (lb/size) 2=316/0-3-8, 4=178/Mechanical Max Horz 2=150(1oad case 3) Max Uplift2=-108(load case 2),4=-53(load case 3) FORCES (lb)-First Load Case Only TOPCHORD 1-2=21, 2-3=-152, 3-4=-131 BOT CHORD 2-5=72, 4-5=84 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanfine,on an occupancy category I,condition I enclosed building, of dimensions 45 It by 24 It with exposure D ASCE 7-93 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 1.15,and the plate grip increase is 1.15 2) Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 108 Ib uplift at joint 2 and 53 Ib uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF NEIVk �JO GAq0 r cc LU i y z c� �0.080091 A9OFESSIONP QwdRmNo-Yeft d.dyn Pa...a.r.and n w NOTss ON rms diva RsysRss sms BzFoRs uss. Design void for Use Only w8h Meet ddnneators.1154 desgn 6 based only upon pdwmetea shown,and it lot on Individual buldtq componenl to be � Installed and loaded vertically. Applicability of desgn patometem and proper Inco,porafion of component Y sesporisbaty,of b0dirg desl net-not truss despnel.Bloclno shown B for lateral st,poo,f of IndNMual Web members only.Additional temporary brocRp to Insure dabBBy,during conslmctlon Is the ,"p blllty of the erecta). Add!Bonal permanent bracing of the overall structure k the responslplllly of the buraing deslgner.For general quxl.nce regording fabrication,q..Wy control,itaaga,delivery,erection and bracing,consul OSM188 Quality standard,DSB-89 Bmaing Speclicatlon,and HIB-91 M iTek� Handling Inetalling and Bruaing■e<anm.ndotbn avowbie from Plate te Instr ute.Bas Wonohio Drive.Modkon,WI 53719. o russ fuss ype ty y 1 - 14120422 VLACICH LI ROOF TRUSS 7 1 o tionall NASSAU LK E DF 11 ¢ ndusInes, Inc. 4. R7 s ct 1 trek In ustrtes, nc. ue ov i 1 Page 1 3-94i 4_543 3-9-8 0-8-0 2 Scale=1:13.0 22411 50o 12 1 la 3 2x41 4 3x4= 500 12 3x4= 3-9-8 F 4-5$ 3-9-8 0-8-0 Plate Offsets IX, 1: :0.".0-0-131 LOADING (psf) SPACING 1-4-0 CSIJ,1,V' ert(LLJ EFL in (too) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 7C 0.27 0.01 1-4 >999 MII20 249/190 TCDL 30.0 Lumber Increase 1.15 BC 0.15ert(TL) -0.01 1-4 >999 BCLL O.0 Rep Stress Incr 'YES WS 0.00orz(TL) -0.00 3 n/a BCOL 10.0 Code BOCA/AN5195 (Matrix) 1st LC LL Min I/deft = 240 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-5-8 cc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.2 REACTIONS (Ib/size) 1=194/0-3-8, 3=194/Mechanical Max Harz 1=131(load case 3) Max Uplift =-29(load case 2), 3=-65(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-164, 2-3=-135 BOT CHORD 1-4=87,3-4=103 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,O mi from hurricane oceanline, on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 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 1.15,and the - plate grip increase is 1.15 2) Refer to girders)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 Ib uplift at joint 1 and 65 Ib uplift at joint 3. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF NEJI/ Y )JPN GA jo 0 r cc W Z ` ? N � �O �0.08009ti ARGFESSIONP� QWARNINO-Vtft dee7yn passzmeth n and READ NOTEs ONTWS AND RXMM 8=BElORE 1786. Design Vold ler use anty with MBeb connectors.ihls deslon 4 Wfied only upon pchamelen down,antl Y la an Ir wwol building component to be Indaled and looded vedkary. Applicability of tleslpn pofameten and Propef eteorporofbn of component a imponslbltly,of building designer-not thou despner.Bmcing sM.n a for iotewl support of IntlNldual web members only.Additional tempotary bmcing to Insure dablBty during consttacibn k the respontlblllty of the a®atoi. Addluonoi permanent brocbg of the overall shocture I:the responslbilay of the building deslgnet.For general guldonoe reg.,ding fobrkatbn,quality conlrot storage,delivery,etecllon and brgcing,coniull CS1.9E OualXy 5lorba1d.DS11.89 Bracing$p hlcatloq antl HIB-91 M��'ek�' Nandluq Imfa"and Ircalrla Reeommendalbn mu Y available fro1, Pote ufBWSB3 e. D-Onoelo Dilve.Madison,WI 53719. o russ as ype i IY 14120423 VLACICH VL103 ROOF TRUSS 8 1 (optional) NATSAU-SUFFOLKLUMBER, MED ,NY 11763, MiTek Industries, Inc. 4.201 SRI s act 17 2002 Mi I ek Industries, Inc. Tue Nov 1 1 10:48:25Page 1 1-2-0 3-t-8 2x4 3 Scale=1:10.5 5.00 12 2 4 E1.4�7 3-1-8 2.4 II 3-1-8 LOADING (psfl SPACING 1-4-0 CSI DEFL in Doc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - We M1120 249/190 TCDL 30.0 Lumber Increase 1.15 BC 0.03 Vert(TLp 0.01 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOrz TL) 0.00 4 n/a BCDL 10.0 Code BOCA/AN5195 tat LC LL Min I/deft = 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-1-8 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.2 REACTIONS (Ib/size) 4=132/Mechanical, 2=237/0-3-8 Max Harz 2=118(load case 3) Max Uplift4=-47(1oad case 3), 2=-88(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 3-4=-113, 1-2=11, 2-3=-0 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load, 0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 ft with exposure D ASCE 7-93 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 1.15, and the plate grip increase is 1.15 2) Refer to girders)for truss to truss connections. 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 Ib uplift at joint 4 and 88 Ib uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(SI Standard pF NEwY P1 Gqq09� W 2 ? Al NCO X0.080091 ?C� 9�FESS10 I AwARmNG-v rW d..lpn paranwrFr.and READ fforz9 0NTMS AND REVERSE SIDE 9E"Pic USE. ��® Design valid lot use only whh Millet,connection.7hh design 4 bawd only upon pammet.rs shown,and b for an Indlvldual buiding component to be � instalbtl and boded venlcoly. Ap ftabMy of design param.ten and proper Incorporotbn of component h responslb1Wy of buAding designer-not truss dazpnel.Bracing shown Is fol lotalal suppod of IndNidual web members only.Additional temporary bracing to Insure stobOBy during construction If the ezponabl!Ily of the a eciw.ACdtional permanent bracing of the Overall structure It the rezponslblllty of the building dee4gnei. For aeneml guidance regarding fabrication,quality control.storage,delivery,ereclbn and bracing,crnsrt 051-88 CualBy Standard,DS8.89 gracing Specticaflon,and HIB 91 M iYek® harMlIng Nstalling and 11.1na .p Rommd saatbfirm n available fiIrua Plate Rrsteute,583 D'Onofib Drive.Notation,WI 53719. Job fuss runs ype ty y - 14120424 VLACICH VL104 ROOF TRUSS 8 1 o Indus) NASSAUSUFFOLK LUMBER, DF RD, Y 117 ITek tri n uses, nc. 4. 1 R1 sOct 17 Indus r ek tries, Inc. Tue Nov 12 10:48:25 age 1 1-24 1-9.8 3 Scale:t5'=1' 5.00 12 2 RR t 4 3x4= 1-9-8 1-a-8 LOADING (psf) SPACING 1-4-0 CSI DEFL in (I)c) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.25 Vert(LL) 0.00 2-4 >999 M1120 249/190 TCDL 30.0 Lumber Increase 1.15 BC 0.15 Vert(TQ) 0.03 2-3 >652 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hof2(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) tat LC LL Min I/defl = 240 Weight: 8 l LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 as bracing. REACTIONS (lb/size) 2=210/0-3-8,4=50/Mechanical Max Harz 2=84(load case 3) Max Uplift2=-108(1oad case 3),4=-32fload case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=21, 2-3=-67 BOTCHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 IT with exposure D ASCE 7-93 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 1.15,and the plate grip increase is 1.15 2)Refer to girder(s)for truss to truss connections. 3) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 1081b uplift at joint 2 and 32 Ib - uplift at joint 4. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 0F NEtNY 0�P �JPNGAAJ 0 r W N ? X0.08009, v ROFESSIONP A WARN]WO-verVg design para nets..and xc.w NOTVs ON 7WS AAD AEVERRE SWE BE"R E USC. ..4DDesign valid lot use only with MRek conneclas,this dsg en Is based only upon pamIndividualrcetsshown,and IS faf an Individual bukling component to be N sloSed and boded vertically. Applicability of design powmelen and propel klcorporalbn of component IS resPonsbWy of building designer-not(mss designer.Siccing shown 8 for bteial support of IndNklual web member only.AddSbnal temporary bocing fo mime stobSSy dosing condmctbn It the recr-,hlBry of the erectof. Addhi,ri I ermanent bTocing of the overall slmeime is the resp rslbillty of the DUIbIng desbnef.For general guidance El regoodVp fabrbatbn,quality controL sloiage,delivery.erection and bracing.consult OSI-88 Quality Standard,0a0-e9 Smcing Specilicatlon,and NIB-91 iTek�' Mandl4pM Ialllny d 1 an .1M gecommerWatfon avapabM from Thin Rate Ind8ubei te. D'Onoeb n,Drive.MadisoW 153219, Job russ russ ype ty ly L , 14120425 VLACICH VL105 ROOF TRUSS 4 1 to tionall A A L L BER, MEDFORD,N 1 ,MiTek In ustnes, Inc. 4. 1 R7 sOct 1 0 l e industries, Inc. ueNov 1 1 age 1 -1-7-13 5-1-2 5-?-�4 &114 14-13 5-1-2 0-1-12 4-8-9 3x4= Scale=123.2 4 3.5 12 3x4 3 5 0 = 10 Sp.' Special 9 Special x4- MP3 3.51 12 7 8 6 MP3 MP3 7x8= MP3 MP3 MP3 5-2-14 9-11-7 5-2-14 4-8-9 Plate Offsets ,Y): M:0-472,0-0-81 LOADING (psf) SPACING 1-4-0 CSI DEFL in Bac) Ildeft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.61 Vert(LL)- 0.04 5-6 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.75 Vert(TL) -0.07 5-6 >999 BCLL 0.0 Rep Stress Incr NO W8 0.64 Horz(TL) -0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min Well = 240 Weight: 62 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 5-2-9 oc purlins, except end verticals. BOT CHORD 2 X 6 SVP No.2 BOT CHORE) Rigid ceiling directly applied or 9-2-14 oc bracing. WEBS 2 X 4 SPF Stud 'Except- 4-5 2 X 6 SYP No.2 REACTIONS (Ib/size) 5=1302/Mechanical, 2=1051/0-4-15 Max Harz 2=194(1oad case 3) Max Up)tft5=-420(load case 2), 2=-431(load case 2) FORCES (ib)-First Load Case Only TOP CHORD 4-5=-98, 1-2=34, 2-3=-2066, 3-4=-578 BOT CHORD 2-7=1903, 7-8=1904, 6-8=1904, 6-9=1877, 9-10=2016, 5-10=2169 WEBS 3-6=235, 3-5=-1394 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline, on an occupancy category I,condition I . enclosed building,of dimensions 45 It by 24 It with exposure D ASCE 7-93 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 1.15,and the plate grip increase is 1.15 2) Refer to girders)for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 5 and 431 Ib uplift at joint 2. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Use USP MP3(With 1 O nails into Girder& 1 O nails into Truss)or equivalent spaced at 1-10-10 oc max. starting at 2-7-8 from the left end to 6-4-12 to connect trusses)VL104(1 ply 2 X 6 SYP) to front face of bottom chord. 6) Use USP MP3(With 10d nails into Girder& 10d nails into Truss)or equivalent spaced at 1-10-10 oc max. starting at 2-7-8 from the left end to 6-4-12 to connect tussles)VL104(1 ply 2 X 6 SYP) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) Special hangers)or connection(s)required to support concentrated load(s)495.61b down and 181.011b up at 8-3-6 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. QF NEI,/ LOAD CASE(S) Standard Jp,N GARS'/ 0 11 Regular: Lumber Increase=1.15, Plate Incre ase=1.15 Uniform Loads(plfl Vert: 1-4=-80.0, 2-6=-13.3, 5-6=-13.3 Concentrated Loads (Ib) f- Q Vert: 7=-82.7 8=-246.7 9=-491.2 10=-495.6 W 2 s ? G9 NO.08009, QiZ R�FE'SS10NP QIVARMNO-Ver{(y desdpn pasasnetm and READ NOTES ONTMS AND%VERSE 801E BEFORE USE. 0 Design VGBd br use only whit Mittek connectors.the design Is basad only upon peramelem Sinai and It lar on Individual buldnp component to all, � installed and boded vedbally. AppAaab y of design poromelen and proper Incapaatlon of component IS nesponslblEy of bulking deegner-not trua tles'gnel. Blaring shown Is for btewl sappod of Individual web members only.Additional temporary brocing to Insure stability duiN coniM1ucllon a the espcns1bt1ty N the elector. Additional peimni,-m broking of the ovewn studwe a the resr,,0blf,or the bvllding designer.For Oeneial O.tdance regarding fcbrballoo,quality control,stc,age,delivery,election and biocing,consult OST-88 Quality Standard,DSB-69 Bracing SP hcotion,and HIB-91 NI iTek0 rg ManduInstalling and lracng Recommendation avalgbb llom Duet Plate Insleute.383 D'Onoeb olive,Maclean,WI53719. Job Fuss as Type CRY Ply VLACHICH FiLbIULNUL -CUTCHOGUE,NY 3 14120426 VLACICH VL106 ROOF TRUSS 1 (optional) NA A L LUMBER, 117 ,MiTek Industries, Inc. 4.Ml 1 s ct 1 ITe n ustries, Inc. Tue Nov 12 10:48:27 age 1 �-2-2-0_T 34=12 3R-0 7-1-8 1 12-58 17-9-8 23-1-8 1 26-5-8 2644 30-3-0 131-5-0 1-24 34-02 0-1-12 344 544 5Aa 534 34-0 0-1-12 3-7-12 1-24 Scale=1:56.0 ]x8= 3x8= 3x5= 7x8= 5.00 12 4 5 6 7 3x8 5 3x8 C 3 8 1111 I'm I ]111 1111 Jill M1 111[ 111 1111 2 9 rl 1 15 17 18 19 14 20 21 22 13 23 24 25 12 1 n ]x12= TMU26TMU26 2x411 TMU26 3x5= TMU21TMU26]x12= 0 Special TMU26 TMU25 TMU26 TMU26 TMU26 Special 3x6= 16 11 3x8= 7z8= 5.00 12 TMU26 7x8= 3.9A 7-4-8 k 12-6B 119-6 22-10-8 26-5-8 30-3-0 3-9-8 3-7-0 5-1-0 54-0 5-1-0 3-74 3-9-8 Plate Offsets ( ): (12:0-6-0,0-0-81, 115:0-6-0,0-5-01 LOADING (psf) SPACING 1-4-0 CSI DEFL in (roc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 Ven(LL)- 0.6313-14 >573 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -1.12 13-14 >320 BCLL 0.0 Rep Stress Incr NO WB 0.63 Hofz(TL) 0.45 9 n/a BCDL 10.0 Cade BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 569 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-9-8 oc purlins. BOT CHORD 2 X 6 SVP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-15 2 X 6 SYP SS WEBS 2 X 4 SYP No.2 'Except' 3-16 2 X 4 SPF Stud, 5-15 2 X 4 SPF Stud, 5-13 2 X 4 SPF Stud 6-12 2 X 4 SPF Stud,8-11 2 X 4 SPF Stud REACTIONS (Ib/size) 2=4810/0-3-8, 9=4812/0-3-8 Max Harz 2=-1 ipoad case 2) Max Uplift2=-1424(load case 4), 9=-1424(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=34, 2-3=-11031, 3-4=-20736, 4-5=-20323, 5-6=-25705, 6-7=-20341, 7-8=-20754, 8-9=-11032, 9-10=34 BOT CHORD 2-16=9992, 15-16=10412, 15-17=25761, 17-18=25761, 18-19=25761, 14-19=25761, 14-20=25761, 20-21=25761, 21-22=25761, 13-22=25761, 13-23=25705, 23-24=25705, 24-25=25705, 12-25=25705 , 11-12=10413, 9-t 1=9992 WEBS 3-16=-3919. 3-15=9461, 4-15=7649, 5-15=-5680, 5-14=1318, 5-13=-58, 6-13=1310, 6-12=-5603, 7-12=7641,8-12=9480. 8-11=-3923 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline, on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 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 1.15,and the plate grip increase is 1.15 3)Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1424 Ib uplift at joint 2 and 1424 Ib uplift at joint 9. 5)This truss has been designed with ANSVTPI 1-1995 criteria. QF NEW 6) 3-ply truss to be connected together with I Od Common(A 48"x3") Nails as follows: Top chords connected as follows: 2 X 6-2 rows at 0-9-0 cc. �P� PN GggC 0 Bottom chords connected as follows: 2 X 6-2 rows at 0-4-0 oc. )J /,9 '9� Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 7) Use USP TMU26(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-4-0 cc max. starting at 8-6-4 from the left end to 21-8-12 to connect truss(es)VLl DO(1 ply 2 X 4 SYP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 2 9) Special hanger(s)or cannectionlsl required to support concentrated loads) 1602.91b down and 535.911b up at 7-4-8,and W 1602.91b down and 535.91b up at 22-10-8 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. N d ti C7 LOAD CASEIS) Standard ,r, °-OBOOg, Q� 11 Regular. Lumber Increase=1.15, Plate Increase=1.15 FESSIoNP &WARNING-verVy deelpn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Seene® Design valid for use only with Mnek conneclors.Rhb design Is Dosed only upon palamelen Mown,and Y I«on Indlvkfual buAClnq component to be installed and boded vedxsaRy. ADpllcob@IY of deslgn palamelen and paper krcwParatkm of component k letponslblay of buSCyp deogner-not floss tlessgnel.Bracln0 shown k for tatuat support of Indlvidual web members only.Additional temporary bracing to Insure stab111ty dwlna construction k the le3pon9Sllily of the a etlol. Addlll.nal p,lmanenl loo,hg of the.1,1.11 sbudu e k the l.,consibillfy of the bullcing designer.For general guidance regpding fabrication,quallly conbaL storage.delivery,election and bracing,consult OST-68 Quality Standard,DSR-69 Yracing Sp hioctlon,and Hill 91 PM iTek® RaMllnp Inial and Rraclnp pecommerWalbn avaROb nam Tau natrust ble hslltute,bei D'Onotno DIAw,Madkon,Wl53719. Jo russrus14120426 s Type ty y A , VLACICH VL106 ROOF TRUSS 1 3 (optional) -NASSAUU L LUMBER,M 11763, MiTek Industries, Inc. 4.201 SRI s Oct 17 XUVZ Mi Iek industries, Inc. Tue Nov i :4 age LOAD CASE(S) Standard Uniform Loads(pit) Vert: 1-4=-80.0,4-7=-80.0, 7-10=-80.0, 2-16=-13.3, 15-16=-13.3, 12-15=-13.3, 11-12=-13.3, 9-11=-13.3 Concentrated Loads(Ih) Vert: 15=-1602.9 12=-1602.9 14=-310.0 13=-310.0 17=-310.0 18=-310.0 19=-310.0 20=-310.0 21=-310.0 22=-310.0 23=-310.0 24=-310.0 25=-310.0 1 AWAPWNO-Vn-W de-ig-pasaaseten and REM NOTES ON 7WS AND REVERSE SME BEVORE USE. Design valid ler use only with Weis Connectors.This design 4 based only upon parameters shown,and Is far on HrdMdual buldisg component to be Installed and leaded hi rticaM, Applactal ty of design parameters and proper Incorporotbn of component Y resp ,n Ry of bulWIng designer-not truss desbner.Bracing shown Is for bteral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the et,�n9blllty of the erecloi.Ada Blonol permanent bracing of the Overall shucture B the responsibility of the building desksner.For general guidance regording labrleaflen,quality control.storage,delivery,eieclbn and bracing.consull GSTBM Quality Standard,D$1,89 Bracing Spech;callon,and Hia-91 lTek® Handling IM-11Issg and/seeing eecommendatbvattb n aabfrom truss%ate Inslttuts,M D'Onoele ceN ,Magu , s Wl83719. NY Job Fuss Iruss type City Ply , VLACICH VL106A ROOF TRUSS 1 3 lalzoaz7 (optional) NA A F L L ED RNY 11763,MiTek Industries, Inc. 1 1 s Oct 1 I ek Industries, Inc. ue Nov 1 :4 Page 1 3-7-12 3-P 7-1A 12-5-8 17-9-8 23-1-8 26-5$ 26t74 30-3-0 131-5-0, 34.12 0-1-12 3 o 5<-0 5-a0 5-4-0 34-0 0-1-12 3-7-12 1-2-0 Scale=1:54.0 8= 3x8= 3z5= 7x8= 5.00 12 x 3 4 5 6 3x63x8 2 1 8 ally n 14 16 17 18 13 19 20 21 12 22 23 24 11 9 Ira ` ]x12= TMU26 TMU26 2x4 11 TMU26 3x5=TMU26 TMU26 TMU26 7x12= d-4 Special TMU26 TMU26 TMU26 TMU26 Specai o Us= 15 10 3x8= TMU26 7x8= ]x8= 5.00 12 3.9-8 74-8 12-5-8 1 17-9-8 22-10-8 26-5-8 30.3-0 3-9b 3-7-0 5-1-0 54-0 5-1-0 34-0 3-9-6 Plate Offsets(X,Y): [11:0-6-0,0-0-81, (14:0-6-0,0-5-0 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loot I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.71 VertILU 0.63 12-13 >572 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.85 Vert TL) -1.12 12-13 >320 BCLL 0.0 Rep Stress Incr NO WB 0.63 HorzITL) 0.45 8 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 560 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 4-9-8 cc purlins. BOT CHORD 2 X 6 SVP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 11-142X 6 SYP SS WEBS 2 X 4 SVP No.2 'Except" 2-15 2 X 4 SPF Stud,4-14 2 X 4 SPF Stud,4-12 2 X 4 SPF Stud 5-11 2 X 4 SPF Stud, 7-10 2 X 4 SPF Stud REACTIONS (Ib/size) 1=4703/0-3-8, 8=4814/0-3-8 Max Harz 1=-40(load case 2) Max Upliftt=-1349(load case 4), 8=-1426(load case 4) FORCES (lb) -First Load Case Only TOP CHORD 1-2=-11077, 2-3=-20768, 3-4=-20355, 4-5=-25723. 5-6=-20352, 6-7=-20765, 7-8=-11037, 8-9=34 BOT CHORD 1-15=10038, 14-15=10460, 14-16=25787, 16-17=25787, 17-18=25787, 13-18=25787, 13-19=25787, 19-20=25787,20-21=25787, 12-21=25787, 12-22=25723, 22-23=25723, 23-24=25723, 11-24=25723 , 10-11=10418,8-10=9997 WEBS 2-15=-3924, 2-14=9444, 3-14=7663, 4-14=-5674,4-13=1319, 4-12=-67, 5-12=1312,5-11=-5610, _ 6-11=7646, 7-11=9485,7-10=-3925 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline, on an occupancy category I,condition I enclosed building,of dimensions 45 It by 24 It with exposure D ASCE 7-93 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 1.15,and the plate grip increase is 1.15 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1349 Ib uplift at joint 1 and 1426 Ib uplift at joint 8. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. 6) 3-ply truss to be connected together with 1O Common(A48"x3") Nails as follows: ! OF NEW Top chords connected as follows: 2 X 6-2 rows at 0-9-0 cc. 4 �' Bottom chords connected as follows: 2 X 6-2 rows at 0-4-0 cc. �Q� JPN GARC7 Webs connected as follows: 2 X 4- 1 row at 0-9-0 cc. 7) Use USP TMU26(With 10d nails into Girder&NA9D nails into Truss)or equivalent spaced at 1-4-0 oc max.starting at 8-6-4 159 9 from the left end to 21-8-12 to connect trusses) VL1O0(1 ply 2 X 4 SYP) to front face of bottom chord. 1t 1t 8) Fill all nail holes where hanger is in contact with lumber. 9) Special hanger(s)or connection(s)required to support concentrated load(s) 1602.911b down and 535.911b up at 7.4-8, and Q 1602.91b down and 535.9Ib up at 22-10-8 on bottom chord. Design for unspecified connection(s) is delegated to the tU building designer. Z 2 LOAD CASE(S) Standard NVQ �O,08009, 1) Regular: Lumber Increase=1.15, Plate Increase=1.15 lei P� Uniform Loads(pit) OpESS10C� Vert: 1-3=-80.0, 3-6=-80.0, 6-9=-80.0, 1-15=-13.3, 14-15=-13.3, 11-14=-13.3, 10-11=-13.3, 8-10=-13.3 &wARmNo.Yer{fy deetpn parameters and READ Naris om Tms AND Rzmmw Bmz BEPORs use. ��® Design valid lar use"with Mittel,aonrroctas.The,design b bated only upon parameter shown,antl Y la an Individual bulding component to tx Nstalled and baited vedCaty. Appicobtey of design parameters and proper hcwpaatbn of component b respombli of building designer-not truss designer.Bracing shown he for lateral supporl of[individual web members only.Additional temporary bracing to insum dabltlty dwing condmdlon Is the respon4blllty or the ere<lor. Add6bnal permanent bracing of the overall shuclme a the esi onsibl!Ity nr the buMing designer.For general guidance regording fabrlaaticen,quality cartel,storage,dewery,erection and bracing,ocnsuif OST-M Quality standard,DSO-39 trocing Sp Mcatlon,and HIB-91 533 ��e k® NarWllr Installing and trxbg■ecmme onalce avatabm a R N froTruale her a D'Onolrla DriverMadeon,WI53719. Job russ Fuss ype Qty y CUTCHOGUE, NY VLACICH VL106A ROOF TRUSS 1 3 4,20427 o tionall NA AU 'r L L B , MEDF RD,NY 11763, MiTekIndustries, Inc. 4. 1 R7 s ct 1 MiTek Industries, Inc. Tue Nov 12 10:48:28 Page LOAD CASE(S) Standard Concentrated Loads(Ib) Ven: 14=-1602.9 11=-1602.9 13=-310.0 12=-310.0 16=-310.0 17=-310.0 18=-310.0 19=-310.0 20=-310.0 21=-310.0 22=-310.0 23=-310.0 24=-310.0 I I AWARMNG-V.,Vy d..lpn pasaFneten and READ NOTES ON THM AND REVERSE SIDE BEFORE USE. Design voAd lar use only with Meek connectors.This design If based only upon >ofamelem grown,and IF far on Individual building component fo Insfolled and looded verticoly. ApplIcabAlty of dedon potomele s and aroper Itcrpratk>n of component If I"ponclailly of buldkno designer-F.12: desbner.Bracing shown S for Word suppo't of Individual web members only.Atldtlbnal temporary bracing to Insure frobllly during constmetlan H the iHesGonJblllly of the erecta.Additbnat permonent bracing of the overall StruCNIe h the responzlbllny of the balmd c desloner.For general auldance fir labrlwlon.Quality conhot storage,delivery,erecilan and bracing,....it OST-88 OualBy Standard,OBS-59 Bradng Sp rcatlon,and HIB-91 MiTek® andling Iter. y and Staring Bee.,hendotion avalabbrm firm Truss Plate Insterw ute,sea,D'OBla Md Dr", obon.WI83919. Job russ Iruss Type Oty, Ply VLACHICH ,NY VLACICH VL107 ROOF TRUSS 1 1 (optional) 4120428 NA SAU U OLK L R, ,NY 11763, MiTelk Industries, Inc. 4.201 Tue Nov 12 10:48:29 age 1 s-1-24)I 3-7-12 3-" 8-5-8 15-1-8 21-9-8 1 26-54 261T4 30-3-0 X315-0 1.2-0 3-7-12 D-1-12 4.8-0 6A-0 6-811 4-8-0 0-1-12 3-7-12 1-24 Stale=1:56.0 7,8= 3x6= 7x8= 500 12 4 5 6 Ercl 3x8 3x6 3 7 0 r� 2 12 11 4 8 I= v W 1 7x14— 7x, = 9 d 0.4 3x6= 13 10 3x6= o 7x8= 5.00 12 7.8= 3-9-8 B-7-0 15-1.8 21-8-0 26-5-8 30-3-0 3-9-8 4-9� 8-6-8 6-6-8 4-9-8 3-9-8 Plate Offsets (X,Y): (6:0-0-0,0-0-01, (7:0-0-0,0-0-01, -0,0-0- ], [10:0-0-610:0-01, [11:0-9-8,0-0-121, [12:0-9-8,0-4-121 LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) "de" PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.64 Vert(LL( -0.28 12 1999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.89 11-12 >406 BCLL 0.0 Rep Stress Incr YES i WB 0.88 HorzITL) 0.41 BCDL 10.0 Code BOCA/ANSI95 i1 at LC LL Min 1/deft = 240 Weight: 193 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 6 SYP No.2 -Except- BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-12 2 X 6 SYP SS 7-7-14 oc bracing: 11-12. WEBS 2 X 4 SPF Stud 'Except' 3-12 2 X 4 SVP No.2, 5-12 2 X 4 SVP No.2 5-11 2 X 4 SYP No.2, 7-11 2 X 4 SYP No.2 REACTIONS (Ib/sizel 2=1503/0-3-8, 8=1503/0-3-8 Max Harz 2=13(load case 3) Max Uplift2=-302(load case 4), 8=-302(load case 4) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=17, 2-3=-3050, 3-4=-5653, 4-5=-5351, 5-6=-5351, 6-7=-5654, 7-8=-3050, B-9=17 BOT CHORD 2-13=2786, 12-13=2909, 11-12=6419, 10-11=2909,8-10=2786 WEBS 3-13=-1055, 3-12=2538,4-12=1722, 5-12=-1099, 5-11=-1099, 6-11=1722, 7-111=2538, 7-10=-1055 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building,of dimensions 45 IT by 24 ft with exposure D ASCE 7-93 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 1.15, and the plate grip increase is 1.15 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 Ib uplift at joint 2 and 302 Ib uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard of NEtV �JO GAgCi9 0 CO r Q 0.1 y s $ 0-080(39, `off v 9�PESslo Qwmmfiro-fral- fds.fyrspasuasn.t...said RIll)Yams oxrms Am aavaasa fil Barolita us& Design valid bl use only with Millet:connecters.This design Y based only upon parameters frown,and Is far an 1ndMdual building component Frstailad and kwded vertically. ApplpabMy of design paramslsrs and paper hcorperatbn of component is responsibility of building deslgnel-not nuts designer.Bracing shown Is for lateral support of IndNklual web members only.Additional temporary bracing to Insure stability during construction is the resx�:J:;lllry of the elector.Addlllonol permcnenl bracing of the overall svuctum H the resMn<Iblllty of the builaing designer,F t general guidance regordvp iabrBracing gsonsm ballon,Qualty conhoL storage.delivery,erection and bracing.consu8 QST-135 Quality standard,DSB-139 gracing Sp.c5loation,and HIB 91 MiTek® HaMIIra Infolling Brackosndatksn avalabls m froDust Plate b a Institute,5133 D'OrsokDrive,Mdon,isWI 53719. Job russ russ ype Qty Ply H VLACICH VL107A ROOF TRUSS 1 1 (optional) 4120429 AU F LK LUMBER, D R , NY 11763,M,7e-k-in-d-us-tr-ie-s-,-in-c,-T.-2aI R1 s ct 1 MiTek Industries, Inc. Tue -0v--12-1b--.-4"0 2002Page 1 3-7-12 3-P-8 8-5-8 1 15-1d 1 21-9-8 1 26-5-8 2617.4 30-3-0 1315 3 7-12 0-142 441-0 641-0 6-8-0 4-8-0 0-1-12 3d-12 1-2-0 scale=1:54.0 7x8= 3x6= 7xB= 5.00 12 3 4 5 3x6 G 3.6-- 2 x6C2 6 r 4 t 11 4 7 4= Q�n v 7x, 7x,4= BIo a 3x6= 12 9 3x6= 7x8= SW 12 7x8= 3-9-8 84-0 15-1-8 21-8-0 26-5-8 30-3-0 3-9-8 4-9-B 6-6-8 6fi-8 4-9-8 3-9-8 Plate Offsets ( ): [5:0-0-0,0-0-01, [6:0-0-0,0-0-01. LOADING (psf) SPACING 1-4-0 CSI DEFL in (roc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.64 Vert(LLf -0.28 111 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.62 Vert(TL) -0.8910-11 >405 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.41 7 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/deft = 240 Weight: 190 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 6 SVP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 10-11 2 X 6 SVP SS 7-7.12 oc bracing: 10-11. WEBS 2 X 4 SPF Stud 'Except' 2-11 2 X 4 SYP No.2, 4-11 2 X 4 SYP No.2 4-10 2 X 4 SYP No.2, 6-10 2 X 4 SYP No.2 REACTIONS (Ib/size) 1=1398/0-3-8, 7=1503/0-3-8 Max Horz 1=-42(load case 2) Max Uplift 1=-230(load case 4), 7=-302(load case 4) FORCES (lb) -First Load Case Only TOP CHORD 1-2=-3053, 2-3=-5660, 3-4=-5357, 4-5=-5357, 5-6=-5660, 6-7=-3053, 7-8=17 BOT CHORD 1-12=2789, 11-12=2912, 10-11=6426, 9-10=2912, 7-9=2789 WEBS 2-12=-1057, 2-11=2541, 3-11=1724, 4-11=-1100,4-10=-1100, 5-10=1724, 6-10=2540, 6-9=-1057 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 DO bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 It with exposure D ASCE 7-93 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 1.15, and the plate grip increase is 1.15 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 230 Ib uplift at joint 1 and 302 Ib uplift at joint 7. 5)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard 0F NEbyY GARC, 0.9 r Q W N C? �O N0.08009, v q�FEssi, AWARNINO-VBrVydedynpantezeandREADNOTESONTIMISANDREVERSEBIDSBEIOREUSE. Design vaitd far use only with MR01k connectors.7hk cleslgn k bawd only upon polametea mown,and a lar an ksdlvlduol buBdhq component fa De � katOBed and loaded vertically. AppBaabpty of design parameters and poper hrcorporcflon of component 6 wsponsl fty of buSdhso designer-not hugs desb"er_Bracing sho n k Io, lateral S.Ppall of IndNMuai web members only.AtltlXbnal temporary bating to Insure stab%ity deling construction h the Iesporvbil ly of the clo,. A dilbr al petmarint L-,;Ing of the overall st Ddu k jr,e ec:"Hill cf Iho Culkllrn r.,z pner.For qe-,Aiel gJidonce regarding fabrication,quo4ly control,storage,dellvery,erection and bracing,consuit QS7-e8 Quality standard,OSB-89 Bracing Specitlaatlon,and HIS-91 M iTek® HandlinghsskslIM and Brach g pecommeMatbn ovallabM from hum Ffatit te Institute.583 D-C rwb Drive,Madhcn,VVI 53719. Job runs russ ype ty ly 14120430 VLACICH VL108 ROOF TRUSS 1 1 (optional) A F L L 1, MiTekIndustries, Inc. 4.01 SR1 s Oct 1 Tue Nov 12 10:48:30 Page -1-24i 3-7-12 3-M-8 9-9-8 15-tA 1 20-5-8 26-5A 26IT4 30-0-0 131-5-0 1-2-0 3-7-12 0.1-12 6-0-0 54-0 54-0 6-0-0 0442 3-7-12 1-24 Scale=1:56.0 7x8= 3x4= 7x8= 4 5 8 500 F12 3x8 4 3x8 3 7 211 p 8x12= 6x12= 8 `¢ 1 9 n o-$ a 3x6= 13 5 00 12 10 3x6= 7x8= 7x8= 3-9-8 9-11-0 20.4-0 26-5-8 30-3-0 3-9-8 6-1-8 10-5-0 6-1-8 3-9-8 Plate Offsets MY): f6:0-0-0,0-0-01, [7:0-0-0,0-0-01, 1111:0-6-0,0-1-121, LOADING (psf) SPACING 1-4-0 CSI DEFL in foci /defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LL) -0.34 12 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.57 Ven TL) -0.89 11-12 >404 BCLL 0.0 Rep Stress Incr 'YES WB 0.82 HorzITLI 0.51 8 n/a SCOL 10.0 Code SOCA/ANS195 1st LC LL Min I/defl = 240 Weight: 191 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-11-8 oc purlins. BOT CHORD 2 X 6 SYP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 11-12 2 X 6 SYP SS 8-6-0 oc bracing: 11-12. WEBS 2 X 4 SPF Stud 'Except' 3-12 2 X 4 SVP No.2,7-11 2 X 4 SYP No.2 REACTIONS (Ib/size) 2=150310-3-6,8=1503/0-3-8 Max Harz 2=15(load case 3) Max Uplift 2=-302fload case 4), 8=-302(load case 4) FORCES 0b) -First Load Case Only TOP CHORD 1-2=17, 2-3=-3050, 3-4=-6144,4-5=5819, 5-6=-5819, 6-7=-6144, 7-8=-3050,8-9=17 BOT CHORD 2.13=2786, 1213=2910, 11-12=6485. 10-11=2910, 8-10=2786 WEBS 3-13=-1048, 3-12=3017,4-12=1907, 5.12=-696, 5-11=-696, 6-11=1907, 7-11=3017, 7-10=-1048 NOTES it This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SOCA/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 1.15,and the plate grip increase is 1.15 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 302 Ib uplift at joint 2 and 302 Ib uplift at joint 8. 5) This truss has been designed with ANSI(fPl 1-1995 criteria. LOAD CASE(S) Standard OF NEWY GAA9 0 r Q W t ? C> ��� X0.08009, �2 v 9�FESSIONP d&WA1 NMN verM design yararrsetersr and READ N0rZS 0NTM3 AND 1PRVER5Z SME BZ"PJC 119E �® Desbn volfd for use only with MrIek conneclas.Ina design k based only upon parameters shown and k for on IndMtlucl building companion,to be installed and boded verlkally. AppAcabaBy of design porometers and proper he cellon of coxnponent k responsDNty of buBdN deslgner-nor Truss d ast2 P.clnp in, k I bre p,,_0 cf Indl Md ci web m be s only.Additional tempo o y b acing to knu e dobinty dmina condractkn Is the IespOnvtJ G1 Inu c ,Till.Al:altur pc Ori_: b O.:In4 iI: 1 1 1^spJ ! 'Y" I 1r, d:' iri � ""--.rjtIdOnCe regarding fabrkalkn,Quality control,storage,tleBvery,eroctbn and bracing,coosu8 OSI-5a Quality 51 lord,DSB a9 Bracing specncatlon,and NIB-91 Handling kssfagng and gracing keeommendatbn ovolbbblrcm Truss Plate bsmule.M DOrwek Dile,Madison.WI53719. MiTek Job russ russ ype Qty Ply I 14120431 VLACICH VL108A ROOF TRUSS 1 1 (optional) NA A Ur BER, mt,DFuHu, NY 11763, MiTek Industries, Inc. 4. 1 1 s ct 17 MiTek n ustries, Inc. Tue Nov 1 1 :48: 1 Page 1 3.7-12 9.9-8 15-1-8 20-5-8 1 265-8 261T4 30-3-0 131-5-0 3-7-12 0-1-12 6-04 54-0 54-0 6-0-0 0-1-12 3-7-12 1.2-0 Scale=1:54.0 7x8= 3x4= 7x8= 5.00 12 3 4 5 3x8 3x8 C 2 6 11 10 1 6x12 = 8x12= 7 R 8 n �6-9 3x6= 12 5.00 F12 9 3x6= a 7xB= 7x8= 3-9-8 9-11-0 204.0 26-5-8 1 30-3-0 3-9-8 6-1-8 10-54 6-141 3-9-8 Plate Offsets(X,Y): 15: -01, [9:0-0-0,0-0-01, [i -1-1 1, [11:0-6-0,0-3-121 LOADING (psf) SPACING 1-4-0 CSI DEFL in poc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.45 Vert(LLJ -0.34 11 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.57 VertITL) -0.89 10-11 >403 BCLL 0.0 Rep Stress Incr ' YES WS 0.82 Horz(TL) 0.51 7 me BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/dell = 240 Weight: 188 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-11-7 oc purlins. BOT CHORD 2 X 6 SYP No.2 -Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 10-11 2 X 6 SVP SS 8-6-0 oc bracing: 10-11. WEBS 2 X 4 SPF Stud `Except 2-11 2 X 4 SVP No.2, 6-10 2 X 4 SVP No.2 REACTIONS (lb/size) 1=1398/0-3-8, 7=1503/0-3-8 Max Harz 1=-44(load case 2) Max Upliftl=-230(1oad case 4), 7=-302(1oad case 4) FORCES Yb)-First Load Case Only TOP CHORD 1-2=-3053,2-3=-6151, 3-4=-5825, 4-5=-5825, 5-6=-6150,6-7=-3053, 7-8=17 BOT CHORD 1-12=2789, 11-12=2913, 10-11=6492, 9-10=2913, 7-9=2789 WEBS 2-12=-1049, 2-11=3021, 3-11=1909, 4-11=-697, 4-10=-697, 5-10=1909, 6-10=3021, 6-9=-1049 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building, of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 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 1.15,and the plate grip increase is 1.15 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 230 Ib uplift at joint i and 302 to uplift at joint 7. 5) This truss has been designed with ANSI?PI 1-1995 criteria. LOAD CASES) Standard OF NEW Gggc C /9 09 r Q 2 v gOFESSIONP AWARMNB v.4jm design psvasneten and READ NBTEB oar rms AND REVERSE BIBS BEMRE USE.® Design void for use only with MRek connectax The design Is baud only upon parameters Yawn and Y tot an Individual buldkp component to be Installed and loaded vertically. Applcabllty of design parameters and popes bcoraosatbn of component a iseponuality of building designer-not truss e:{ B. clop sh k I biwol supl»t J f bdl oval web members only.Additional temporary bracing to Insue stnbllay durino nstmolbn a the fegodin "ailing and quality ccrifroL lit lyereclbn and bracing,consuB QST-511 gualkY Standard,OSB B9 Bracing specalcatbn, esPcr,W lty o. M1ie e ecb P•- �c ., d,, U Handling antl NIB-91 MiTek® alabb Isom Isuu Fate Institute,6B3 D Orweb D Na.Madison,W153J19. Job russ russ ype City Ply VILACHICH 14120432 VLACICH VL109 ROOF TRUSS 2 1 (optional) NA55AU LK LIJIV3,MiTekIndustries, Inc. 4. 1 1 s ct 1 iTek Industries, Inc. Tue Nov 12 10:48:32 0 Page 1 3-7-12 31.8 6-98 8-114 11-1-8 19-1-8 1 21-11221i15-8 26-5-8 26('T4 30.34) 131-5-0 3-7-12 0-1-12 5-0-0 0-1-12 2-24 6-0-0 2-24 0-1.12 5-0-0 0-1-12 &7-12 1-24 Scale=1:53.1 6x8= 7x8= 4 5 5.0012 3x89 4x100 3 6 3x6 9 2.4 11 2 1 14 13 12 11 6 a!N 6,,6= 3x5= 3x8= 10x10= 9 3x6= 15 5.00 12 10 3x6= 7x8= 7x8 MII18H= 3-9A 8-9-8 11-1-8 19-1-8 1 21-5-8 1 26-5-8 3030 l 3-9$ 5-0-0 2-44 84-0 24-0 54-0 3-9-8 Plate Offsets (X,Y): 14:0-5-4,0-3-81, LOADING (psf) SPACING 1-4-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.27 12 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.63 12-13 >568 M1118H 141/138 BCLL 0.0 Rep Stress [net YES WB 1.00 Horz(TL) 0.40 8 n/a BCDL 10.0 Code SOCA/ANS195 tat LC LL Min I/deft = 240 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 2-8-14 cc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-8 cc bracing. WEBS 2 X 4 SPF Stud 'Except' WEBS 2 Rows at 1/3 pts 6-10 2-14 2 X 4 SYP No.2,4-12 2 X 4 SYP No.2 REACTIONS (Ib/size) 1=1398/0-3-8, 8=1503/0-3-8 Max Harz 1=-45(load case 2) Max Uplift 1=-230(1oad case 4), 8=-302(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-3050, 2-3=-5765,3-4=-3989,4-5=-3741, 5-6=-3989, 6-7=-2992, 7-8=-3050, 8-9=17 BOT CHORD 1-15=2786, 14-15=2911, 13-14=5194, 12-13=3741, 11-12=5194, 10-11=5846, 8-10=2786 WEBS 2-15=-1059, 2-14=2649, 3-14=1468, 4-13=1142, 3-13=-1869, 4-12=0, 5-12=1142, 6-12=-1869, 6-11=2327,6-10=-3261, 7-10=-262 NOTES 1)This truss has been checked for unbalanced loading conditions. _ 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chard dead load,0 mi from hurricane oceanline,on an occupancy category 1, condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 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 1.15, and the plate grip increase is 1.15 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 230 Ib uplift at joint 1 and 302 Ib uplift at joint S. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard pF NEtvY �JPN GARC 0 r cc W y 2 C� NCO NO.O6009, �� 'Cc 9�FESS10 AwARNING verJ&mdya pa.a,aeeet.and nun NOTES ONTBta AND nEOERac SIDE BEFORE vac. D"Ign valid b1 use only wish MRek contractors.This design Is basad only upon parameters shown,and If tar an FrdMdual bulldhrg component to be krstoWd and loaded winlcally. Applicability of Oeegn parameters and proper Incorporation Of component 4 resPonsblity of buBdMg deelgner-not truss dente C -Ina shown k 1.,bleral s ppo t 1 Individuni web merribets onN.Additional temporary bracing to Insure stability during construction E the respor�blliy of Bro a c.tl i' 'FLIh , .uct-a Is the rszponz b:!ry cl the bu oh,dam. �:al"i.',- regording fabrloalbn,quality conheL storage,dewery,erection and bracing,consu6 CST-aa Quality Standard,DSI-a9 Bracing Spec6lcotlon,arW HIS 91 Ra�ling Install"and Braaing.ecommerrAafbn avolobb front T ua Plate lnslauto,583 D'Orroftlo Drive.Madison.w153719. M iTe k® o runs cussType- ROOF TRUSS 2 1 (optional) 4120433 st NASSAU SUFFOLK 11 MiTek Industries, Inc. 4. 1 R1 s ct 1 2 Mire n ustrles, Inc. Tue Nov 1 :4 0 Page i 34-12 3-" 8.M 8-114 12-5-0 17-9-8 21-3-12 214-4 26.5-8 2844 30-3-0 131-5-0 3-7-12 0-1-12 5-0-0 0-1-12 3-64 54-0 3-64 0-1-12 54-0 0-1-12 3-7-12 1-2-0 Scale=153.1 6xB= 7x8= 4 5 SAO 12 3x8 4x10 O 3 6 F�J 3x6 2x4 11 m 2 7 14 13 12 11 8 r> 6x6= 4x4= 4x8= 10x10= 9 m dd Iw " 3x6= 15 500 F12 10 3x6= 7x8= 7x8 MIIIBH= 1 3.9-8 1 8-9-8 1 12-5-8 17-9-8 21.5-8 1 26-5-8 1 30-3-0 3-9-8 5-0-0 3-8-D 514 3-8-0 50-0 3-9-8 Plate Offsets MY): 14:0-5-4,0-3-81, LOADING (psf) SPACING 1-4-0 CSI DEFL in 000 (deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.33 Vert(LU -0.27 11 1999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.89 Vert(TU -0.63 11 >572 MII18H 141/138 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz TU 0.41 8 n/a NSI95 BCDL 10.0 Code BOCA/A1st LC LL Min I/defl = 240 Weight: 193 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-1-9 oc purlins. BOT CHORD 2 X 6 SVP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SPF Stud 'Except' WEBS 2 Rows at 1/3 pts 6-10 2-14 2 X 4 SYP No.2 REACTIONS (lb/size) 1=1398/0-3-8. 8=1503/0-3-8 Max Harz 1=-47(load case 2) Max Uplift 1=-230(load case 4). 8=-302(1oad case 41 FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-3050, 2-3=-5765, 3-4=-3435, 4-5=-3213, 5-6=-3435, 6-7=-2992, 7-8=-3050,8.9=17 BOT CHORD 1-15=2786, 14-15=2911, 13-14=5194, 12-13=3213, 11-12=5194, 10-11=5846, 8-10=2786 WEBS 2-15=-1059, 2-14=2649, 3-14=1470,4-13=975, 3-13=-2228, 4-12=-0, 5-12=975, 6-12=-2228, 6-11=2329,6-10=-3261, 7-10=-262 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,O mi from hurricane oceanline,on an occupancy category I,condition I enclosed building.of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SOCA/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 1.15, and the plate grip increase is 1.15 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 230 Ib uplift at joint 1 and 302 Ib uplift at joint 8. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard pF NEty GAgc�9 0 r Q LU I y c2 NCO �0.0800g1 q�FESSIONP QwARmNO v ryjf d a pa7sameeere and RzAD marcs ox rms.wD savexsc tiros sLPD7t6 1186 �-® Dedgn vatd b1 u,e only wfth MRek conneclom The design 6 based only upon paiamelen drown,and a for an MMIdual bukI component to be 9ntolbd and boded vedboN. ApdMabMty of dlon parameten and propel noo poiatbn of aanponent a iesponsDMy of butdh9 desloner-not flus, tleslp B Ina shown k lot bte,ol supind of hdNldual web members onN.AddMb al temporary bracing to Insure dabBBy donna condmdbn Is the 4cmcIIW kwrld&V a ed 3,.ft Necomsmendotbn lavabbb I.Tau Notelhstituto.5a3 D'Ono M1b Drive!Madeon,WI 3719 cIny Spec Hkallon,and HIB�41 MiTek ob fuss russ ype ty V 14120434 VLACICH VL111 ROOF TRUSS 2 1 (optional) NASSAU SUFFOL&L MOME , NY 11 76J, MiTek Industries, Inc. 4.201 SR1 s Oct 17 20OZ MilekIndustries, Inc. IVe Nov 12 10:48:33 Page 1 3-712 3r 89-8 &114 13-9-8 16-5-8 1 21.312 2141 26-&8 2604 30-34) 31-5-OI 3-7-12 0-1-12 5-0-0 0-1-12 4-104 2-8-0 4104 0-1-12 5-0-0 0-1-12 37-12 1-24 $.Is=1:53.1 6.8= 7.8= 4 5 500F12 3x8 4x10 C i 3 6 3x6 2.4 11 6 2 1 14 13 12 11 6 Iw try 6x6= 4x5= 5.12= 10x10= 9 3x6= 15 _ 10 3x6= 5.00F12 7x8= ]xe MII18H= 3-9-8 8-9-8 1 13-9-8 16-5-8 1 21-543 1 26-5.8 1 308-0 3.9.8 54-0 5-0-0 2-8-0 5-0-0 5-0-0 39-8 Plate Offsets( ): [4,0-5-4,0-3-81. 14: -3-0,0-4-4] LOADING (psf) SPACING 1-4-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.32 Ven(UQ -0.28 11 >999 MI120 1971144 TCDL 30.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.67 11 >540 MII18H 141/138 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.43 8 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl = 240 Weight: 196 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3-1-4 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SPF Stud 'Except' WEBS 1 Row at micipt 3-13, 6-12 2-14 2 X 4 SVP No.2 2 Rows at 1/3 pts 6-10 REACTIONS (Ib/size) 1=1398/0-3-8, 8=1503/0-3-8 Max Harz 1=-49(laad case 2) Max Uplift =-230(load case 4), 8=-302(load case 4) FORCES (Ib)-First Load Case Only TOPCHORD 1-2=-3050, 2-3=-5765, 3-4=-2997, 4-5=-2799, 5.6=-2997,6-7=-2992, 7-8=-3050,8-9=17 BOT CHORD 1-15=2786, 14-15=2911, 13-14=5193, 12-13=2799, 11-12=5193, 10-11=5846,8-10=2786 WEBS 2-15=-1059, 2-14=2649, 3-14=1476, 4-13=857,3-13=-2562,4.12=0, 5-12=857, 6-12=-2562, 6-11=2334, 6-10=-3261, 7-10=-262 NOTES 11 This truss has been checked for unbalanced loading conditions. . 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 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 1.15, and the plate grip increase is 1.15 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 230 lb uplift at joint 1 and 302 Ib uplift at joint 8. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard OF NE(vY I ��� GAgc79 09 * it r Q W IT ? IT, �0.080081 ��C2 - R�FESSIONP i A WARNDPO-Ve W design parameMra and REM NOTES ON THIS AND REVERSE SMZ Br"=USE. Deslan valid far use only with MRek conneclon.This slespn 4 based only upon paicmeteis shown.and IS for on Individual building component to be InslaAed and boded vertically. AppBoabgly of design parori and Proper Incorporation of component b bnoorebBty of buldksa desgnet-not bun d_h i. Rmcinp shown H ios bt al sappolt of li,dtvkt web m mbels only.Additional tempo y Imacina to Mame stability diaIna consfru tion k the e5por9bllliy el Ire a eclu. Addlib al rr [ - o; lh -d Ih- ' .1111nn N r-1 pRO '- -1-•-.-e legordNa fabdcatlon,quality conhol.slowae,delivery,erection and Waclna,consult 051.86 Quality Standard,DSII-89 Broclna Speckication,and His 91 � ��[J, HarWlina IMaIIIW andfo: Ring Recommendation available from Trus Plate Institute,883 D-Onohb Madison.adison.W153]19. Ty LL1 uss ype tY Y 'CUTCHOGUE, NY 4120435 VLACICH 12 ROOF TRUSS 8 1Io tional;N U , M D D,N 1 MiTek Industries, Inc. 4.201 1 sOct 17 mi left Industries, Inc. ue Nov 1 10;48:34 2 Page 1 3-7-12 3-9-8 8-9.8 B-114 15-14 1 21-}12 2115x-8 2654 261T, 30-3-0 131-5-0 3-7-12 0-1-12 5-0-0 0-1-02 6-24 6-24 0-1-12 5-0-0 0-1-12 3-7-12 1-2-0 Scale=1:52.2 5x6= 4 5.00 FIT 3x6 i 3.10-- 3 5 3x6 2.4 II 2 6 1 12 11 10 ] 4 Bx6= 3x10= 10x10= 8 3x6= 139 3.6= 500 12 7x8= ]xe MII18H= I 3-94 8-9-8 15-1-8 21-5-8 26-5-8 W-3-0 3-9-8 5-0-0 6d-0 6<-0 5-0-0 3-94 Plate Offsets(X,Y): (12.0-3-0,0-4-41 LOADING (psf) SPACING 1-4-0 CSI DEFL in Iloc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 115 TC 0.38 Vert(LL) -0.29 10 >999 M1120 197/144 TCDL 30.0 Lumber Increase 1.15 BC 0.89 Vert(TL) -0.69 10 >523 MII18H 141/138 BCLL 0.0 Rep Stress lncr YES WB 0.84 HorzITL) 0.45 7 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/deft = 240 Weight: 197 to LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Sheathed or 3.0-10 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 2 X 4 SYP No.2 'Except' WEBS 1 Row at midpt 3-11, 5-11 2-13 2 X 4 SPF Stud, 4-11 2 X 4 SPF Stud, 5-9 2 X 4 SPF Stud 2 Rows at 1/3 pts 5-9 6-9 2 X 4 SPF Stud REACTIONS (1b/size) 1=1398/0-3-8, 7=1503/0-3-8 Max Horz 1=-50(1oad case 2) Max Upliftl=-230(load case 4), 7=-302(1oad case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=-3050, 2-3=-5765, 3-4=-2664, 4-5=-2664, 5-6=-2992, 6-7=-3050,7-8=17 BOT CHORD 1-13=2786, 12-13=2911, 11-12=5193, 10-11=5193,9-10=5846,7-9=2786 WEBS 2-13=-1059,2-12=2649, 3-12=1482, 4-11=1554, 3-11=-2833, 5-11=-2833, 5-10=2341, 5-9=-3261, 6-9=-262 NOTES 1) This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline, on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SOCA/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 1.15, and the plate grip increase is 1.15 31 All plates are M1120 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 1 and 302 Ib uplift at joint 7. 5) This truss has been designed with ANSI?PI 1-1995 criteria. LOAD CASE(S) Standard , OF NE4i,Y �JPN G q ? 0 r_ Q ED 2 ? O 0.06009, ��c2 R�FESSIONP AwARNIING-Voryy design pef n tsrs and READ NOTES ON TMS MID REVERSE SOJE BEFORE USE. Deslan VOW for use Only wflh MBek conneclax This design Y based only upon palameten shown,and Y is an IndMOuoI bultdba component to be Installed and loaded vertically. ApplcabAtty of deslOn parameters and proper IncotMotlon of component k lesponslblty of bulbkq deslaner-not buss de:�jne. B act 9 how k for lel I suppod of Indlvklual..b members only AdtlBbnal temporary braclna to Insure dablilly dutina construction B the resparsibll IY of the eGc'.. A J ler.it p=,ei b;,c'q c , 'rz I zf .'� k R.^ rasponslr Orly of Ih= bwdlna tla I, c_t For oenerol autdance reparding fpbrkalbn,QU011 y cpnbol,forage delivery.erection and bracing Consult OST-415 Quality Standard.DSB.89 Brocl lig 5p ncahon,and HIB-91 HhoMire l�U allna one!Installing alroolnp mm lecoerW n b Iron alloaV.WbTrust I'b0,",te InBlltute,1583 D'Ononlo D ,Md cban,W 153219 I PROVIDE OPENINGS FOR EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. V ACICH RESIDENCE UNDERWRITERS CERTIF1CKI REQUIRED APP OVDASNOTED OA 3580 DIGMAN ROAD CUTCHOGUE , NEW YORK 11935 •031 �i.2B2/s� OCCUPANCY OR NOTIFY BUILDING DEPAR T A FOLLOWING INSPECTIONS:'FOLLO 9 TO 4 PM OR THB USE IS UNLAWFUL f. FOUNDATION • TWO REQUIRED FOR POURED CONCRETE WITHOUT CERTIFICATE NEW ONE - STORY ADDITION 2 ROUGH - FRAMING i PLUMBING a INSULATION OF OCCUPANCY 4 FINAL - CONSTRUCTION MUST BECOMPLETEFORC.O. - ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. LUMBER CERTIFICATION STATE CONSTRUCTION i ENERGY ONLEADCONTENTBEFORE CODES. NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRU4*!ON ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/70 OF 996 LEAD. PLUMBING ALL PLUMBING WASTE ABBREVIATIONS �K .E X P ]L, A N IDR A W I N � I N IDE X i WATER LINES NEED TESTING BEFORE COVERING SHT, NO, DESCRIPTION A.C.T. ACOUSTIC CEILING TILE MANUF. MANUFACTURER LomT of �J c� orar-sToiz7- Rcopper tubing isused ADJ. ADJACENT/ADJUSTABLE MAX. MAXIMUM i (krf,R0>( ILL'aa.[�r'-) A-1 TITLE SHEET for water distributing AF.F. ABOVE FINISHED FLOOR MECH. MECHANICAL Ai l z system:piping shall be BLK. BLOCK MIN. MINIMUM T� of types KorLon BLK'G. BLOCKING MTD. MOUNTED �eMpvE� _ AL'�� A-2 PLOT PLAN, NYS ENERGY, GEN'L, NOTES, PLUMBING RISER b CENTER LINE MTL. METAL - x CLG. CEILING N.I.C. NOT IN CONTRACT COL. COLUMN N.T.S. NOT TO SCALE A-3 EXISTING CELLAR PLAN and DETAILS !%' !'i ;j CONSTR. CONSTRUCTION O.C. ON CENTER A-4 EXISTING FIRST FLOOR PLAN CONT. CONTINUOUS OFF. OPPOSITE C.T. CERAMIC TILE PL LAM. PLASTIC LAMINATE DIA. DIAMETER PTO, PLYWOOD �.� '�rla� 'r;�rY __ _ ''% "; A- 5 .. EXISTING SECOND FLOOR PLAN and DETAILS DIM. DIMENSION PTD. PAINTED � '- bv,/�i-LIrIL? -' / - �i Nyy ' ELECT. ELECTRIC R.R. ROOF RAFTERS (I M-{ EL, 59.o V ml 03 3 ELEV. ELEVATION REINF. REINFORCING z EQ. EQUAL REQ'O. REQUIRED A—U SECTIONS . EQUIP. EQUIPMENT S.C. SOLID CORE - FIN. FINISH SIM. SIMILAR - TIONS FL. FLOOR 5TL. STEEL � � A-7 ELE �V A FR. FRAME SUSP. SUSPENDED F.R. FIRE RATED THK. THICKNESS �• -- - A-8 ELEVATIONS GA. GUAGE T.O.P. TOP OF PLATE GL. GLASS T.O.S. TOP OF BILL I GYP. BD, GYPSUM WALL BOARD TYP. TYPICAL A—g KITCHEN ELEVATIONS G.W.B. GYPSUM WALL BOARD U.O.N. UNLESS OTHERWISE NOTED G6.12.AhY'i �' Pim/ E �'oIz-I' H.M. HOLLOW METAL VERT. VERTICAL - A-10 REFLECTED CEILING PLAN HORIZ. HORIZONTAL Y.I.F. VERIFY IN FIELD HVAC HEATING/VENTILATING/AIR CONDITIONING WD. WOOD I , PROJECT CONSUILTANTS QENERAE NOTES INFORMATION I. DO NOT scale Drawings. Written dimensions supersede DISTRICT SOUTHOLD scaled dimensions. ` . Va lerio Associates P . C. TOWN CUTCHOGUE _ ;;. , 2, ALL conditions and dimensions to be veriFled in Field bg G.C. /�'�`"'•'�%I•�%J r prior to construction and prior to ordering materials. Any dis- crepancies shall be brought to the Immediate attention of the g , � C 114 Old Country Road Architect. OCCUPANCY CLASSIFICATION : A-I : TYPE Cr CONSTRUCTION 5, WD,FR. 3. ALL construction shall be in strict accordance with the Mineola , New York 11501 New York State Building Code and all local codes and EXISTING USE ONE-FAMILY DWELLING PROPOSED USE ONE-FAMILY DWELLING authorities having jurisdiction over same. EXISTING IBt FL AREA: 2,190 SF -" NEW let FL. AREA: 723 5F �o JHnl 2002 ,r 4. NO Ill Ork shall commence until all required approvals and permits LOT AREA : 180.44 FT. x 410.12 FT. or 88,661 5F have been obtained bg the Department of Buildings, and all other MAX. COV'G.: 20% or 11,132 SF agencies, as may be applicable. SETBACKS FRONT REAR SIDE EXIST. 218 FT. 100 FT. 39.3 FT. PROPOSED -SAME- -SAME- 29.3 FT. , 54.0 FT.(t;Xl*-F'� REQUIRED 60 FT. 15 FT. 20 FT. MIN. , 45 FT. TQTAL T . M . 7000 — E33 C) 4 . 002 ISSUES FOR PERMIT : 8 January 2002 . TMAG � � � S P O NS TVE 1D � �� �� � � � � � � Tee C L1StC� i r-1- 13C) -LI 10VaLr' Ci Cr-i tc� i�- Mc:) r- ic� 7 -1 c� s NX 11- 934 E331 _ B `74 � 2142 f 11' (:; E N E R ,4L N O T F S NO. REVISIONS DATE NYS ENERGY '}I�� �y Y 1/� f/� 1/� (/� t *`I ISSUED FOR: 1 S E Y L I \ G I V / \ L C U L / \ T I O I \ S � � BUILDING PERMIT U .)nt�. 'c".�GI I. ALL WORK SHALL 8E DONE IN STRICT CONFORMANCE WITH THE RULES and REGULATIONS OF THE TOWN OF SOUTHOLD, w AND THE NEW YORK STATE BUILDING CODES. �y + ' 2- THE G.C. SHALL BE RESPONSIBLE FOR ALL GOVERNMENTAL and BUILDING DEPARTMENT INSPECTIONS and CERTIFICATIONS. 0 0 THE G.C. SHALL OBTAIN CERT.OF OCCUPANCY AT THE CONCLUSION OF THE WORK. PERMIT and APPLICABLE FEES by OWNER. 3. THE G.C. SHALL CARRY INSURANCE IN THE AMOUNTS and FORM REQUIRED BY THE MUNICIPAL AUTHORITY f ISSUING THE BUILDING PERMIT. � ar; x �'�h o 0 9. THE OWNER IS RESPONSIBLE FOR ANY AND ALL FUTURE PERMIT RENEWAL(S), AS APPLICABLE, IN THE EVENT SUMMARY OF TOTAL THERMAL RATING �' �IJaq�rl'n'w"_ITT�K4°.71Piil�i,°,nw R+'aiw nnrr..er•o nMllo,m,i„ ( I. ,e o 0 OF EXPIRATION. _ r 5. ALL DAY DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT THE EXPENSE OF THE DEMOLITION TABLE THEIRMAL C a o 0 AnEA WVALUE USED GATING .,,I CONTRACTOR. A. wAtLnssEMaly •"�'� 6. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. A,, „q",W/all N-13 A,Jao180 ,.O(o 6=1 .,+loo - .� - -- T PROVIDE ALUM. DRIP FLASHING AT ALL OPENINGS, MATERIAL JOINTS, ETC., AS NECESSARY, U.O.N. �Rn'tG�'FS> �jj8_Pu .3j _ _ -w) ' -` 0 0 t p ; _ Vo- _ P /' t O 8. CONTRACTOR SHALL PROVIDE CAULKING AND SEALANT AT ALL EXTERIOR JOINTS AND OPENINGS, BETWEEN WALLS/ ea_ ln0ua'eJ _.13 O j FOUNDATION/SLAB, AND SHALL WEATHERSTRIP AS REQUIRED. 9. PROVIDE 'CCA' PRESSURE TREATED WOOD IN CONTACT WITH EARTH AND/OR CONCRETE FOUNDATIONS, SILLS, Subtotal Thailandrm.nA nd 11.111,1 wrs (At I.AY+Aa(; a Drawings and SpenGmto a M Instruments of Torte, PLATES, ETC. I nesse the property or IMAGE RESPONSIVE DESIGN ARCHITECTS, B. Il00FICEIL1110 ASSEMBLY s u Unauthmnel use, change. a pubboton Is atnct rohi6ited unless O. NO BACKFILL SHALL BE DONE NEAR FOUNDATIONS UNTIL ADEQUATE BRACING HAS BEEN PROVIDED. nr n°d wU prcssly approved by WALE RESPON51vE D IGN ARCHITECTS. cg n,�l Lh �_ " - i " fes\ In(nngements shall he prosecuted II. SOIL SHALL BE CHECKED FOR OLD EXISTING ROOTS, ETC. TO BE REMOVED IN PREPARATION OF NEW FOUNDATION In salyau. N,6a A, Uu Contractor shall ven(y all Held coadltms and dimen°Iona and shall be WORK. 5wmminmrnml nem,p lar SrcnonB(91+Bx(:L(D� +, 'I A,^ Mn,O Eb hZ A responsible (a Geld ht and quantity of Work. No ellamances shall be made 2. ALL EXISTING SHRUBS AND PLANTINGS SHALL BE REMOVED WHEN IN CONFLICT WITH NEW WORK, G.C. SHALL COORDINATE g _IPICA Z LIMI OF an behalf of the Contracts (a any error or neglect an be part WITH OWNER REPLANTING OF SAME, c. ENrEnDATA ASAPPLICABLE IEnIHrCl,cx,orCa) kp - 1 prrT� 13. G.C. SHALL PROVIDE ALL NEW TERRA COTTA ROOF TILES and TRIM TO MATCH EXISTING ROOF, AS NECESSARY, cu. Man, N-I9 A1713r� InL015 g-3 '4D " (e�plPcoxt?04',Af(��. SEAL AND RE-USE EXISTING ROOF TILES and T.C. TRIM AS APPLICABLE. cx imna,w q90 19. PROVIDE 1/2' THICK MOISTURE-RESISTANT GYP.BD. AND 1/2" THICK 'CDX' PLYWOOD, AS APPLICABLE, IN ALL AREAS W"r`"'°"' "' AUrne a,rdeEmmw _ n. '�Jf R£A CSS ✓ ,•e 9' �. \ `� LLSC �s�i'>, SUBJECT TO MOISTURE IU.O.N.>. e.usx�".c+F� I5. PROVIDE ALUMINUM FLASHING AT ALL OPENINGS, JOINTS BETWEEN MATERIALS, BREAKS IN BUILDING ENVELOPE, AND N�;: tltor rr "-- - - CHANGES IN ROOF PITCH, ETC., ACCORDING TO ACCEPTED PRACTICE, U.O.N. RSIle, Gi \ rk�v r.mru nvrlim I' p, blip Elan aeNalM + _ y'K � I"IOG?: Ii �j �F O1J1102 4 6. G.C. SHALL CONNECT TO EXISTING ALL NEW PLUMBING. ELECTRICAL, HEATING and AIR CONDITIONING EQUIPMENT - - - Via- TFi � f vF ��o AS THEY MAY APPLY, UNLESS OTHERWISE NOTED: sUptolelnwmamnlny lorsauonc(cl+cx+ca): IT ANY AND ALL APPLIANCES, FIXTURES, AND/OR SPECIALTY ITEMS NOT SPECIFIED ON DRAWINGS, SHALL BE SELECTED I 9 I�- or- N� „ PPFd . 72�aa, ( ' BY OWNER, APPROVED BY ARCHITECT, and INSTALLED BY G.C. FOR A COMPLETE JOB. B.TOTAL]nERMALnitnnu(A10401. .. ,.. ...•. .. ... . .. +(p a df.rd 20a'Lc 18. ALL NEW ELECTRICAL WORK/DISTRIBUTION SYSTEMS SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND ALL PROJECT TITLE LOCAL CODES. .1 % III NEIU 9. G.C. SHALL PROVIDE INTERCONNECTING FIRE DETECTING and SMOKE ALARM SYSTEM A5 PER NEW YORK STATE ONE - STORY BUILDING CODE AT OR NEAR THE CEILING OF REQUIRED AREAS. THESE PLANS HAVE BEEN PREPARED IN STRICT CONFORMANCE WITH THE NEW YORK J b 20. ALL LIGHT FIXTURES SHALL BE SELECTED BY OWNER, INSTALLED BY G.C. STATE ENERGY CONSERVATION CONSTRUCTION ADDITIONCODE, DATED APRIL I, 1991, FOR ALL RESIDENTIAL A ALL NEW PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS CODE. CAST IRON STRUCTURES THREE (3) STORIES OR LESS PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS, and SHALL HAVE APPROVED JOINTS, PIPE SUPPORTS AND IN HEIGHT. ` CLEANOUTS. - - at the FOR: __ � ,�.,-• u+t' ---- wAy, 22. ALL NEW FINISH MATERIALS SHALL 8E SELECTED BY OWNER. APPROVED BY ARCHITECT, AND INSTALLED BY G.C. (U.O.N.), SUFFOLK COUNTY, L.I. 23. G.C. SHALL INSTALL ALL LOCKSETS, LOCK HARDWARE, SHELVING, ETC, FOR A COMPLETE JOB. 4,000 DEGREE DAYS �- G✓per dDryV " Y I I I 4 ni.W 29. G.C. SHALL PROVIDE NEW ALUMINUM GUTTERS AND LEADERS AS REQ'D. (FINISH COLOR TO BE SELECTED). ...� �� �� !e �d.K�a�r Ze•Horri i 25. ALL NEW WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. RESIDENCE 26 THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES. � h 3580 DIGMAN ROAD FOUNDATION and CONCRETE MICROLLAM/PARALLAM/TJI NOTES (as they may apply) CUTCHOGUE NY I. ALL CONCRETE FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQ. FT. I. ALL SPECIFIED 'TRUS-JOIST MacMILLAN' PRODUCTS SHALL BE INSTALLED 2. BOTTOM OF EXTERIOR CONCRETE FOOTINGS SHALL BE 3'-0" MIN. BELOW AVERAGE FINISHED GRADE, U.O.N. AS PER MANUFACTURER'S SPECIFICATIONS. LOCATION Mrh�CEY PLAN 3- CONCRETE STRENGTH SHALL BE AS FOLLOWS: 2. MINIMUM BEARING SHALL BE 2" AT ENDS, TYPICALLY, and SHALL BE a.) FOOTINGS. PIERS, FOUNDATION WALLS: ACROSS FULL WIDTH OF ANY BEAM/MEMBER. 3. PROVIDE CROSS-BRIDGING AT MIDPOINT Of SPAN, TYPICAL, AT ALL ' Pc = 3,000 psi stone cont. ' eh b.) SLAB ON GRADE: FLOOR JOISTS; 8'-O"o.c. , MAX. �] /� * I ,I fc = 3,000 psi stone cont. 4. 3/9" PLYWOOD SUB FLOOR SHALL BE GLUE-NAILED ON 'TJI JOISTS' LOT F LA I �l ��� c.) SUPERSTRUCTURE SLAB: fc = 3,000 psi stone cont. AS PER MANUFACTURER'® RECOMMENDATIONS, scale: 1" = 60'-0" ® 8`C� eq•`� 9. ALL REINFORCING BARS TO BE LAPPED A MINIMUM OF 40 DIA. AT SPLICES and CORNERS. 5. PROVIDE SOLID LUMBER DOUBLE HEADERS AND TRIMMERS AT ALL 0tb aP°o e S. ALL REINFORCING BARS SHALL BE A60 GRADE 60 BILLET NEW STEEL, DEFORMED AS PER A.S.T.M. A-0 SKYLIGHT WELLS, OPENINGS, TYPICAL AS SHOWN ON PLAN. SURVEY SHALL BE PROVIDED bg OWNER OF SUBJECT PARCEL. 6. ALL MTL. CONNECTORS, HURRICANE TIES, ETC. by 'SIMPSON' STRONG-TIE ALL INFORMATION SHOWN ABOVE IS FOR DIAGRAMMATIC PURPOSES ONLY. AND IS TAKEN FROM 6. MINIMUM PROTECTION FOR MAIN REINFORCEMENT SHALL BE THREE (3") INCHES FOR CONCRETE POURED AGAINST FOR ALL STRUCTURAL CONNECTIONS. AN ACTUAL SURVEY PREPARED by ANTHONY W. LEWANDOWSKI, SURVEYOR, SOUTHOLD, NY, DATED JAN. 10, 2000. ? EARTH: ALL OTHERS SHALL BE TWO (2") INCHES. I �0o �rA'''t T WIRE FABRIC SHALL BE ELECTRICALLY WELDED AND SHALL HAVE AN ULTIMATE TENSILE STRENGTH OF 10,000 psi (A-82). AXI yi 8. CONTRACTOR SHALL PROVIDE PROPER SLEEVES IN FOUNDATION AND SLABS TO ACCOMMODATE ANY PIPES PASSING or THROUGH. V-r k, J 9. FOR 4" THK. P. CONC. SLAB ON GRADE - PROVIDE 6"x6" 10/10 W.W.M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER _ nth rl*1� sa•�F 6" OF WELL COMPACTED CRUSHED STONE OVER GRADE. - - --- - 10. ALL CONCRETE HAUNCH FOOTINGS SHALL 8E PROVIDED WITH TWO (D ri5 RE-BARS, TYP., U.O.N. WOOD TRUSSES �'2 -- _ IMAGE RESPONSIVE DESIGN MASONRY I. ROOF TRUSSES SHALL BE DESIGNED and FABRICATED by TRIANGLE BUILDING PRODUCTS CORP., Xii� I �� ARCHITECTS TRUSS DIVISION (631-659-3500), MEDFORD, NY, and INSTALLED by G.C. -Ir 2. Design Load as FOLLOWS: I. ALL DIMENSIONS GIVEN AS MASONRY OPENINGS ARE TO ROUGH FACE OF MASONRY WALLS AND/OR PARTITIONS. 31 Live Load ,a� WIv4FIEP� S1�k'�- V6/>1�iINk 6A 51-4V 25psf Dead Load I � PV I '1 � _ LONG ISLANO,NEW YORK 2. ALL BRICK SHALL BE LAID UP IN CEMENT-LIME; I:I:6 MIX AS PER TYPE S OR N OF A.S,T.M. SPEC. C210 - 1969. '� 55psf Total Load ?" 3. G.�. I�AILPKO II�ES�a� wIU,wIr�G,S ��iEI�n"� �PrrwKtivlBv/ Y1`5r ssi.a�a .2iaz STRUCTURAL II ,i I5Y 9 BERNSTEIN BOULEVARD I. USE DOUGLAS FIR No. 2. E = 1.5; Center Moriches NY 11834,,4, REPETITIVE MEMBERUSE: Fb = 1006 psi SINGLERAWING TITLE MEMBER USE: PbFb = 6,5 p61 PLOT PLAN, GEN"Lr NOTES, 2- GRADE MARKED LUMBER FOR STRUCTURAL USE SHALL BEAR GRADE MARK AS DELIVERED TO SITE. �Wm, 3. WOOD SILLS SHALL BE 2" x b" 'CCA' with I/2" DIA. ANCHOR BOLTS AT B'-O"o.c. MAX., 12" FROM ENDS/CORNERS. Q �' L,Jc. Axl NYS ENERGY, PLMBG, RISER 9. ALL WD. HEADERS SHALL BE SUPPORTED BY 9" x 9" WD. POSTS. TYP. (U.O.N.). I„! 6.4 S. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND ! ' { . (;;" ;"'nTr.muecd ar SCALE AS NOTED PARTITIONS RUNNING PARALLEL TO SAME. t. off 6. CROSS BRIDGING SHALL BE EITHER SOLID I" x 3" WOOD OR 18ga. METAL BRIDGING AT 8'-0" ox. MAX., TYP. (U.O.N.). DRAWN BY LAB DATE: to i Zool 1. ALL HEADERS SHALL BE (2) 2"x8" MIN. (U.O.N.). y 8. THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2 G ° G <, Ir'w ` CHECKED DATE: '4NaET, � C ,de{np '� I G,c.p.�, a.r. G.D. � T ,�L>aL��%Gelrl-AK- 9. JOIST HANGERS, HURRICANE TIES, ETC., SHALL BE 'SIMPSON', 'TECO', OR APPROVED EQUAL FOR ALL FLUSH - lcAkEn'r�p' ;, , ..err �xG I I ' _ _ - - STRUCTURAL CONNECTIONS. 'VT I Z 1 COMM. NO. oso1.2 0. ALL STRUCTURAL WOOD SHALL BE KEPT 2" MIN. BACK FROM MASONRY CHIMNEYS AND/OR FLUES A5 PER 4. �6pt, p T,d' �• M.r.I. �I r� NYS BLDG. CODE. ' HVAC/ ELECT- DRAWING NO. 1. HVAC CONTRACTOR SHALL VERIFY EXISTING HEATING AND COOLING LOADS AND CAPACITY OF EXISTING SYSTEMI �wWNt6 TO ACCOMMODATE NEW ADDITION. P L U I IBI Irl G RISER DIAGRAM / �oF 2. G.C. SHALL CONNECT TO, AS NECECES AEXISTING PLUMBING/HEATING LINES FOR NEW ADDITION(S). ALL NEW PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL PLUMBING CODE, 1 / 3. CONTRACTOR SHALL MODIFY A5 NECESSARY EXISTING HVAC DUCTWORK/REGISTER L EXISTING NIS), AS NECESSARY. „ , /t ✓I 16P NEW YORK STATE BUILDING CODE and ALL LOCAL CODES, AND SHALL COMPLY WITH THE 9. G.G. SHALL Co-ORDINATE WITH OWNER SECURITY ALARM REQUIREMENTS, and MODIFY EXISTING SYSTEM AS NECESSARY. fir r« ( /C " /"� Ir C�� SUFFOLK COUNTY DEPARTMENT OF HEALTH. it me NO. REVISIONS DATE ISSUED FOR: BUILDING PERMIT R __ �.�...,._...�—� �. _ — _ - - - ---_ — - - - - - - I G • • REVIEWVIEW ag JFly . 2ot7(.- --- — I 0 0 ny `-la. 0 0 10"n+ti, P 6o _ r,,o4cwilr,,4 O O � E TYPICAL '-o" I =El[d�ir•�< 1 ° _�L Lar II- IJo Uc> :vo I n 0 0 I +^ �'<I� n-Ic� GoF�rr oU1�vAf WO li 0 0 /� YiMtI rpU rGl7grlO1-I N�h.��r These Drawings and SpeuOcations as mstrumens of service, roman the property of IMAGE RESPONSIVE DESIGN ARCHITECTS, Re Hy-A GMS I,hl livA t9` WA"i {� 0 3 0„ Unauthorized use, changes st publication m atncti prohlh¢ed unless TUpWGyur I� ��� expressly approved by IMAGE RESPONSIVE DESIGN ARCHITECTS. G W i�' <e°r S' �PI G.,�-�L Infrngements shall he prosecuted, (-!79 N1A'r tl'' 'f"ixl I I"fC'r> Contractor shall verifyall field conditions and dimensions, and shall he responsible for field fand quantity of Work No allowances shall he made an hehelf of the Contractor for any error or neglect on his part. oo I SEAL LI REU frn�---� I \UC�JSELSCN/S'Y/J. Plt„`kyt',-4ri, 7X� I \. (r as /fi L^k:.+h l;.ri� WI D19Bn2 Q G' �_rao FtpIpE2 �Fi.� r' ] FI11, --- o -9 i OF MPSI l t. IoJAd 1?wo - __ nu' cork Iwfil.L1-v - .I�rl^'IrF(_^s w/ uy 5rL Gyv°v�l/y n�i IZI';�.✓. � • �� I��r°J 6K161- , Gr.'sI hh IT!I �{ VSE y INC e- ----�. i PROJECT TITLE j - LI'x7dY '�ry �i:K .m..r +q C.w�YYF (I.fh'et)OVF N' wr_ rl 1- �1 1'a' p,°�. �EP114�.'`ra�7 `t,� 1. Wo+'I cad 9r'%"Q � _ Ip II S �s ® - - - - - - - - - - - - � uI .Ve 11'I - NEW ONE—STORY 666 _ �— o N —STOR _ = UaFxc �r �,� � � rf , . �� — - * 2 ADDITION at the - Y Flzra al>©v a�NG® I� treY I- l�i1 . 1l� l I R-1_5 '-�.'(T IrP�tL-. � I _ _ _ 6 9, _ — — ..- :n a�" �x _ NEv✓(3) v"5 a c > a g' �tiw iv v G : -PrR71 � L �_ r, RESIDENCE �- a 3880 DIC:M,4N f20AD CUTCHOCsUE NY lixlhj, W�v!TL, b,.S,AEv✓E ''7 i - �--�---a-- r���r.,,;r �- I - o.D. ------ 'I' �31 xlO'�� - - - ;�° ( ) LOCATION MA AEY PLAN IT M Reil�M-. Auu • S '9a J" r o0 v N,:;T �' ,.`. �`-f I^ v✓ S-' ": x➢ L14 D- �"\ 1VIIa r .!- k S M - -----h- - J , `' 7r� - 1 - �t Y 4 m f a' Waal 1. c, +, P vvine — Fs*iVC /W,.FIG, L r err IIJv �-I'Iu K,//�M'✓-I� '� x �tii, 9 N =5 r Yxla , l,�',I �bxr�rlac Iv rN�. r ri -, r" IT/cl- I�a G�I2E 1 �.a a l q -� 7 I ct 4N hTL,UiL.Jr�I' ' / I!✓�> vv ' - x r .:.rtilr. r�-N � /OKP•PE - $ 'O E I v I ApiiY Pi v= 1' ri/`r'r`�I> lE'Ll�ir'I' 'I'/Yyh IIID ii rZ4l Ale1�p IrQWt% AleV�aT„/Ellik''�rGG' a. ell 15 +1 �l V 6 vin � Y" , il �raul-II,�:.., I�,rl wti.Gl" UP` 7K 1, / 9 �- �'IwJr.ir,-�h„ I�.7 wA�lr cj• I �ws I IMAGE RESPONSIVE DESIGN ARCHITECTS - - v I' r Lorvc ISLnrvo,rvew voaw 631,874. 2142 x - 9 BERNST Center EMoBOULEVARD Moriches IN NY119344 ` � m - - - -- -. _ - - � � DRAWING TITLE - - -- -- -- -- - - - E,x l'cr - - I ��'✓"I�.v / 5� � },�,, IVB GEI-Ij-r�a.� �r.,i —� ,IP I - �\\(�� ✓ /^v "/�I �" 7�t.�+ I. VT"�^�,. 1-7 I p �iX 'arlMCn FIoU�E +� 'c�./ Qbl''Ir I+>t�. SCALE AS NOTED _ G41 SII DRAWN EiY LAB DATE: I, oe c.. las>I CHECKED DATE; COMM. NO. OFOL2 DRAWING NO. Ar� U IIIA"-cwt 'uJl Th} 4.a.I.�l� (A�a 'id}ov✓n ), O / OF 1 J I 14 ir __ `♦""o`�"�- NO. REVISIONS DATE ISSUED FOR: _1_ - _ � RIPERMIT it � REVIEW F JA1.a, $pp•`L O O O O GMU vvs><uL. V''n: ��iMr' Irl �� I ;° rA ��L -- b��✓Glzly��^lar -- ---- I ---— ----- *1%7UI- I��w �61eI:%s•GF% ILrJrs o 0 Y I, 5iL' �XIhII �� Wh L o 0 G- "-'r1 . -e..Le-;. ..F SIAL✓., kAljE I_ J - - _ �✓I' ._-_ 0 0 �✓'� I Y. 'I'r NI - i !(INO •'1 ( �' ° - - -_ AXI I� WALK Golgi=• -n�� ISI-,'- 8 - - -- `� 71'� C I`IG'v✓ WAf,I_ GO'{GJ Iz(j-'+'�'"O I+I '" These the ergs and f IMAGE R as Instruments of serve, � N � �I y, _ 2: �.'• r remain the ro er[ of IMAGE RESPONSIVE DESIGN ARCHITECTS T I yE�lor H/a.l.I �>< w� y U�-� .tom.,/ �r,� ` p Cn"Q-�'• 7-yf Ic'AL.^!, I-rhl 3 'P� '6-I'r. C,5- Ilnauthenred use, changes x pu6Vcatlon Is strctl Droh@Ited unless I P P 9 1 ' g t;p., j,l.;� !?yP 1,1110I 110 y appy d by IMAGE RESPONSIVE DESIGN ARCHITECTS. �`� F'F^F'-M"`C ,� --�n,� �'At�l r+Xj r% Die v,/ L�.r7 ' :°% '`" u, al'U175 Contrammtsyhswlvomi all field1 be and dlmensms I a V - - � u I.I� �' ---- -- _ _ V - err L� A ._, w Contractor y and shoo he ��' ,✓ 1.- I [:LIZ UV responsible for Held ht and quenWty of Work. No allowances shall 6e made on behalf of the Contractor for any error or neglect on his part kr I�I��I_ 6z ��:'E pn.,,l `b�r,IlC �Yrl�tdtr;i Iw at ek Y ' �II'YI/J I�,J I �'' '• '?U`L^dOn S(/SFIEA..} OV61�- y9°7I{I4, dGt'S;><' 111• V�V4::��� ��Iv � ��� � i Y T� 1_I�! (/ SEAL ' "rAc-Cr-AIL-Ir;L k 14 : Ilf P �la� 9 (n I Ilf9Niii .> � nia'yE1` �1 / I� Tr rr b ✓ m,G' a I �J IH:IpI ;r ., y �'y -fIG♦•I ��'GrMA-GdG�' {°iA lLl;rrY{ 1D�' ��" - 'IiXI�� � L'All.l:,�r L.i �4e�7C� �wH11-'t>>Wl v'•F�" IEo-/ .Le?YP AXI rl-I L� G .1'aiiL` - • -_ -_____ _-___ _ _ -_.___--__ ___ - .__._ _ -_ :: a. 9�, otsssa G2 � J�� 6 °h PROJECT TITLE JILA� � - �a�°0 '%X r;r. A - �'.i? Gb--'�"li /'tel.- - - r •t hv�- �� "ra op M6'I% �^ II J� �I- �I ��� _( c M/-xpc�; L u'el. wlrl.} 'rc'S:Ie, p.✓G �,TF P wry 2 0 7 -o r ry -= \ `II A�IpvzoE, >----- ti J ' ` " NEIU ONE- STORY - - o,.— Kt- 8� '7,6 12 `/ tl '7oyo Q G 1 I _ E - _ � 3p"xJ Y+"NIGICo�6A_M UoeL• �` _ it I}� I! tt'.F X 9� -+ _ z)I'� 2 G3r5y::: .-_. ADDITION at the N �v'�� I 8 I ha•: � (rel a,I:o LA 'Pi I+�nl>VK ?YP. r1 �„)il warn=, / [+-17J I �. S� d �x '� �`�� ` � � ��� �w�.11 P�G%o'I�� I - ; �"'�/�.�4L'-�•,Aw-�" ,t X 4 � � � . • x _� om �_,'o'Y �/-}' ' — r _ 51+a I`tA �n F`5�' �. to �- V pozT 3-Z°„4"s �� s Sv �N ut yK( II II8z \S3< I Gj' 1 I u I ,.I: 4.- V ba/+ oF£. Ja 4,� ,. _ �XIG , Z-2x12 r- 22x41j r x a(`I,o, ot[,. Hm7.l ! GgUI-1549 ! uF_, \/ I drl� U L y /� _ T 7 u - Y I- / , C I I - - :+ rL nPs_ / 1 '� ar�µ,nv p>ECz�L 9 BXI R. A60V'F n EA, 5 x3r 5 r ` a' r WI�x4s id �/ - _ G _ Z-2'M=Y -__--_ __ h L. GP JM �• - � _ cl -,M � / ,. /.EWMi i .— I ._ _/ � RESIDENCE II I ;�4✓� 'I' co' I , :s m I Icy,, � 1� d p. .L? 'Iv� �. 7 II NWiI . Glw v.l.�. -`1r _ sZ x 6sG,/.,$I�AyI,��NIrNf.. 5'"iolt t ( - 95 i - - T� + ,,�n/ ���, a,m / // EI'novc� �4ii IrQ VA 6x h/ ly Is,I 71'9 /\' 9 : I - +41 Tt.� rr / r �'`�` I�P� I � 19- - -� - � \ 75Cn x x 5/ I. - -';>; � s f;c+v Awr- fay. I::fi L- _-_'--� - C 1., N S II II p - / \. X� � M1-Ira�"f IT SrL, coo L,Ilr I .J4'z�/� Q3 FIEu/ ,I;c, ILS Fi4l x ! L' MIGRvU�A N �.' x n a M gn. ieoov i vim„ nt V pn Ta Mw r h exl�. G�u� . x! o F;., ., v w E � SIN T jk� > M ' r� - 3580 DIC_ GAN ROAD CUTCHOGUE NY Im• -'1. .. _� lilta: GLr,. Q© l9i VO __•-_'__, Fes` p.�c-,.�ryllv'wI ' M-. r _ �• ^� F I'iXINC.' dl4-f iJ U + - - - - - -s C'Yt;l-�" C5)/Avi ti pi \� - g A5 y v � \� i II ool iE> _ ,LOCATION Ma�,dKEY PLAN II n wawa ,,' �i.Kly �• r,y' s5 h4P.Wa1 �. �� _._..__ - � q,y ' � 3 Z,�x�,:s ._ I �i' ICBM/.I Z rl Yr p'e-�';-RL-.L /� I f, J lv awry 'll I Ot'J ' .Fo �F J 9 v/T v + sn � �T�`+�L �./.Dn'Y�f � - tv -_- - _ y� --_ .� _ m _ I l_�Llll �i � •� � � Vc4 O ���E N �+ IIII O +y°' n��U � Vr;l< i '1g�v -�' I�Ar• I�Irl3 2R pN r� _ x --_ - �Bd✓II'I 'i la, q '�'� �eiv✓ Wd'P.I'_ /ia..M CIiGLL'd �{'tlri561 � m N Q C� .� . W�b � , IJY" I�� i 1 ` 'r D 2'_0•,�,...� tY�w%I�-1S' �°`I'rI4T+Nt<, ,n 'A �✓XIU�'II�,� p,;p�71✓I #� i - �'!'lI� IMAGO RESPONSIVE DESIGN ARCHITECTS - - cGX;ir'V `�(a� � (i'elzr<f .�;ry. �'T"Il.e�� � A'•(n .� -- - _- - -__ kX Lx lam•(' iXlu Il I-J:� II-.- 1=(N I I ct s c� Jir IIY hx�, 1114•AI`'tu� YGov : I;h �„�r.� .�_ T ro 1 ,t. X /1'.tL qr•,',' - {,� / " _ / -- --_ - -- ' .'. "fes' WIfN IdT'•v.l Ca'i !nL b-LUL, •al W iu�i . y ill .. _- - �' I 'IG,_I �U tl✓' . _ _ ____- _� �,4o-1 r-all�/� ��.I bcL�W"�'c Y'<a 5G1,� GG. Ja A t1_ �1-a MA{"t-+I FCI��'' LONG ISLANO,NEW YORK Ill Ge.-, G^ � REIn�ar: - /T9>Y.^ -Coe-�r�n e%- Y'IJI� vJ�alrNCtzsjFl ��l.. se pi>CI4'I'n-I<:7 IkJ=d-r x/iC l4a ) 631. 874. 2142 I GH. �{'Id- N BERNST h,� .I� �y --_ _------ '- / / C2) 4 3 CenterE a BOULEVARD _—_) _—__-_ V✓�I�(_ —_-- _ ✓J�J - �1114�-.jl'h,j rf�. l•:.:9i ti 4'�" _ _-__ .___— —__ — •�'IM ILKo��AMIIG((. 2) 'v` %� MI41fA��ArA flph. 121 3/. '� �'D¢ �IIGCO•�AfA l}pb; CBOIef MOf ch09 NY 93't G� .s `TING fl l7 _ 2 - —� ---- �. I . A EXIT 2c. L. LSI „ I -_ �- - S G 2e� 6 b - - DRAWING TITLE G .. c C� • r r 1, - - - ---- - --- Iza. R o. -'� SR-.n/ "1 ' _ ? 7..•h�if�1� 4 (�'><17T1-.`i'I ri• L _ qJ - ✓ S,�."GX~U� �"d c� GuiG2- 2 .r tl L� __ ...-.\\ 4` - - - - - - - _ GI UZ 2 cGILl2 �I:rT DIU - -- /I SCALE AS NOTED DRAWN BY : LAB DATE: le' tn�e^• Zool / ....• ,: a.,-;::i ] ..�^C,,, W.r 4-,., ._�, f' �' c:in I � lI.L � .0(`>r, CHECKED DATE: COMM. NO, 0501.2 L---x ' j Iihl11 �-YG?'`I a��A I:�` �P-.d.t '� ;;•b 'w I-��-. -/- - - --:",- - _- e �---- -- :- ---�---- - - I -- \ wOrJc7 v.'�F4 f<7�I.i(:' Y� f",Ll�ri'�"`.� i• +:2 I.96,j^li4' r,:/'!-'a'1" -i MI6",/ End wlTl-I •*AGo,"'-.i EII,Lt!o ;a-,*.W:> - '✓ DRAWING NO. Z?. 'G',6, ��kJv Ft*.,'�. <,:„Crr}I „ f�r;awq•�Co, eT f"L[".{'G: �"k=• "G+G baCC•rr... 5 �t�,t' T' ?rl ['I ,ri4'I," Gail-664.95at, r e i .,. r- s.: T 1 r �N<Mla-( "� t x_IJI-I, vu' P I , r f F 'A . ,: '�'lo•�• a '� SCoo'I, ri Lcar_. }_P�/Iv-E L -/I rl M' I"I"' .k�.a•ti lei '�'ti .J ter;, 'Pot” tIV / G tln ra-Ir.o.v wAs; ';a e„w�,F rft' r�7>'�, Q. ALLl IISSI�iaLL C'%G /.?G� !'I'L. I ^:.rgex/ 61 GI'"�1:•.§w 111. ,4,. ';arv'G! w/ /,y,Twr�G. . Sc:. ; k, OF /vj-�gaL gv.'.rL�iv/ 'di/q t7IA. ! Ir" "rGtwuttf;'",I�,c01'. WIT" Anj'NI A5") " ol. P�A'J,ca 13oy�5 � + 5. bb/ *rrpjD �� L� � -:,i!a' IalrEu aarj1,46t: l'' Zlrly .a!�•.�Mav � Il�ll p 2,o MIL�, ',� �i _d � ... 'IIaIGk'-h��=a)yr Rik/.fs WIdgG _ 5d'Lil pr v pl41Lv �.Ut4hl'�.'Y� 'YriJc.J -ul, r',,:�t1", 'I ILII I, II �r NO. REVISIONS DATE ISSUED FOR: BUILDING PERMIT REVIEW O O SYM�� f�x�.l�rlol-� ---- ---- — -- -----_--- O O rlXlh 1'Iv wA L U rcw�rlol� 0 0 to NVA1-t 0 0 ; 0 0 --- �iXje12101z �,e�!�B n I�rX hil"'1 d{/ Wf.Lli These Drawings and Specifications, as Instruments of seance, Lam`✓ "�O �eMTJ�I-% <q,v(wf-' fdat=I�If.' remain the property of IMAGE RESPONSIVE DE51GN ARCHITECTS Bnauthonmd use, changes or publication is stnctlg proh161ted unless expresslg approved by IMAGE RESPONSIVE OE51ON ARCHITECTS Infringements shall be prosecuted. Contractor shall verify all field conditions and dimencars, and shall be responvble for field fit and quantity of Work. No allowances shall be made on behalf of the Contractor for ei error or neglect on his part SEAL I+ SPED ARC % �Nc/j04VS si"c'FS�y�T r 01198029802 '�'O 1 \`vT OQ' \\FnF NE`NA .at IoJavJ uo/I r>0' I.�oI-' rNcK.hAr�Ca 1. PROJECT TITLE P,x I-/"1-I —y—' _ _ I�_ I "fil�il/OyU r� a �61 I " I 1-- N��.J,41.11 M.;�tlTr�n-y 11 r y RLII 126f✓1aJF-Y� h�ew3ty"!}ItNa Vxt'r�-chs cDST ESU ONE ORY Pa 1 A na.5 wl/JIrYI �C� \ CIO ml ADDITION at the I kT' '-•mJ4� '_ pI E• '/d \/. 6141 k \ ~ / o 112EB+1 p a�vl�vriz N017I�'Gl� Y F- C I C I Iu RESIDENCE Q FTX I�r I„ v,]'r- L 2 i I R I� �� �� ���, % �. I \\ = . p2 ��,, 3550 DIC�sMAN ROAD�w �' Cx � � rlr° r � • � ; Y- CUTCHOUE Y E IaLa�J 2GGi l o ✓ - 1 I. WI i- Fra / l i N o�m-Ir Ir1M✓1 tr7i5vy, a�(�rLI,hp�' _ <N✓ � I�'' �'or? Y LOCATION MA( KEY PLAN Wb � CGI. i _ 1� itl4 IJt dAl^I�z M^a! Gx rnlaaz 1 ><'7a �� A � f?jG"fiLan! � seta. ('� tf1 GGC [7 NW GI K;� O ur� E'XIGiI x - - Wh..k- I� �A Vi .5FT. C - -- LZ --- =1 -- I-- --� - - _ � x r � O G' � �' �iX L7 1>JCo GF}IM �X rK l'iIi Ia LcW GFYmg,�N�N r- Irlgl l C_ / i',a�' / m r Y � I "y � ___ t bRr-1-1 s�-p.�+, f<Er1,A1 � 1 b' o / z wIy'FH I-171 "rEA I'JIZta I ,v y nn, EWI { G 00 �, MP6 �K P1*1 IJX P(✓ — �I6W ?•to"11G�' Wiz AIF. P-AIT / n'T% �'%>°rp wr,-,L �xI�I (>�1 \ �xk c In1E NT '�• �, {13 NIpI.vJor r,. ' D k '� 1`C G�10 G w/M L. a5, ll��-�I N y"I�'IZ' � .I � � I Vfv G� f H L'f:a: R.� �Ya i / I'1�' �I f p 'q�i ��Ma �`ylo � L ? "1 - \� a,,,A rivh'PPi<: sRl.cEa" �.� / +J�1,2J'�/ oJl Lbl*1vG p0 whe roll _ - h+4. 7Z — " — 14 ExlNr �xlhT. - " / '"12 IMAGE RESPONSP7EDESIGN �Fwl sw ARCHITECTS txb'G b1T'E fio � � I y -- --- ------ --- --- G.G. SIlO,l. rpra✓l�'� -- -- - - i' — of, o-. :ri y,.....lzo �. l4.y 'f LONG ISIgNO.NEW YOflK / V IC� bS ,ic,l f: f?!✓ l7 -$k r9.i. �k11rV Q 5f�^tlrc 12�I� I, �fChi ! �G �(4nI��;�l 631. 874.2142 \ (�51- 2a�-aoar�)- L'-;xl�a:-I`LJ• b "z g _ BERNSTEIN BOULEVARD Cantor Moriches NY II934 c � DRAWING TITLE 2� Ipfe �V " f IV1 Ii X I C•7� 'I-. �➢ SCALE AS NOTED DRAWN BY LAB DATE: Icz CHECKED DATE: COMM. NO. : 0501.2 V x , 1` -- ----- - DRAWING NO. 5= 2 r;��o l" 7=1 7 WI Liman/.� �ovf '(IZIM h�IGe,C"n.r-t��/ -Yp b, -�yJ. vll vl YL �Uqv� vJac'�1� �A=,cr.hrl-�T hlojl�G 'Jr�ll"CI�I��� / :rlr„I'rallr fhF�v✓r'°�') i or �oF v IIIII� iII ,� IL it NO. REVISIONS DATc .� ISSUED FOR: • e REVIEW Joint Detail BUILDING PERMIT �XIvI'1�v �;v�' r,• �� � (,�"'�/-1///2 [„yi ,fin, I;)• �?I(Ic rY ICa"c.a„pYyt w/I E,%a. If'isu!.G,.i l'Jtis i o o F a i ten= rte. e' rl., �.A a 0 0 - ✓ reg-u 1516121 V2 ov�� o 0 rlfY �Lll7,wf D q�.� / I ,del • '^'1 , I 1 2 � �7�f � - --- / I, ,'1'O'.'V to - Et -�•bIY T N4/_,�t.�' t r�'II4L> AFt J � DXk IFI u -- - . „/ i �-= ”' �''' SLI i Ur GV UIi„ These Drawings and Specificationses Instruments of service, I-'+I -� u� , f I-en F -� '1, k -'1"fsi' r"I Azl}I is /¢ h, �'1.`fwrest. y.�/�'�tt��yyrlt rem the property of IMAGE RESPONSIVE DESIGN ARCHITECTS. gr• IZ "�./ V �� '-'� �Y'T �r WP9l RI/n;7Sy:' 9nauthmleed use, changes or uhl¢ahon a sk¢ll prohlhhed unless �r1 �✓c I p % h� { I6 approved bg IMAGE RESPONSIVE DESIGN ARCHIL ECA. nl,ngemeIts shall he ince mod. Y �X1T' ;— V '�"T$''"�FLE Contractor shall vent all field conditions and dlmenson and shall he „ INSULATION BOARD BASE COAT (TYPICAL) �� y, � ��- - - 't —�� H 2 x ND?�y�'GVi (TYPICAL) k prA. 6tl responsible fm Geld fit and gOnL6y of Work No allowances shall he made L n-��,'�`a;� - i� IIP 9 ;., fir P, !III)! on hehalr of the Contractor for any error or neglect on his pert ` `f 1 IrI r..1). WIA' 14 � i[� ; " IHSdL.Ia'(rc:rJ,`Tr DRYVIT DEM'ANDITO DRYVIT DETAILS E�ore.l„, - GN,eo. - III _. F f ), I Tn Hs...iZIJ i/.Xk^I' SEAL (i A 1 -21 J`,"F G Ekk/ G1 bu C yr r D L, v IT (TYPICAL) " N. IN..ULATION BOARD (TYPICAL) r T / z•z '.a"> �'�K 15 rA -rr f..= ° 9 '1'I• I - �, EYIs � . r - - - - --- ------ --�-F n 1/r, til OR COLOR PRIME MI MS H USED TO BACK WRAP � I � I II c /E k. / 11✓frh aRf + / I CLOSED CELL BACKER ' "I -r r T .;;It:: 7N ovr L o ' ry' r SEALANT DRVVIT FINISH (TYPICAL) 9 a.1h, r «,I, w Tbl. E GY;'rr s r 5 7 ill } `y D I TY fin f Ji ROD AND RECOMMENDED ! v Tdc s,rJ _ �- f �'4 1 f' HA � OF C� ;' � I I I _' � 5 -t r��B- -I rl+k. r6 r'✓� ,,r "titi. N ,. .% h"T'^O Yel. 59 UT o1`kl4 II� �dl r� .� I �_ -_I� 1 `�Ih-I°Ler✓�? pe,�w. +G'IX in IN \, ',Iw,.N / - - B;,x tW^`- a�+ l✓✓� r CIC Note _- - _ _ k � PROJECT s . L „� II �' 'I J� --' , ' ` - ,____---_—__.— o. uIl N� It EITI Jv pl - __- __— "� P�_ k rllm .c p GW TITLE 1%t" DNSH TOTTNOE FACEi�F THE WALL, BE APP, L .D INTO THE JOINTS PRIOf2' TO APPLYING - .-,,, ,r _— —___ _rte—�I_— ,.,. - ,"I`" r 3'asY •. -`s,v:=ice �G>./�L•. ��v b: �GaL.c.TI;. c..IM7f'� ' ,tCcac� I� !i1rJ�pW �jk,l rf' d a! 1L >, ll � ]—�� T � ll i I' "I, LIR ? 'w rC l rl��� l,I FD✓ Ira ONTO DIE FACEIBE TOHEOW MATCHED TO THE FINISH AND WILL BE EXTENDED' I rrr - NEW ONE- STORY —IF THE SEALANT IS RECESSED, THE FINISH MUST BE BROUGHT TO THE FACE,OF THE SEALANT. II N N awe 2L,a 'in l:;,, at p —SEALANT MUST COVER ALL TRANSITIONS BETWEEN THE KNISH COAT AND DEMANDIT, / 1 D D I U TION t t h 1. _ _ _ 1971 �o tlJv tu, 5o cc I r _ I i at 1JI ��II \/ }A-T (I/�. 1(/1N > ' O•I<i.=.LA FIG Tf' GT..ri. 1 / I V I V I I bla.'�. r,'r��oveh_ - - - - ),I. I.� �i 1a T F ^I roH.IGd Irr ,N_.I,(,. owl G / OY.. ¢.. �`{ I�`C. �`�v � r'%7' ,:.I�. pr.S✓G%P I I— — _. J \. I.S FZ }>I�-�E',:I._,, /Lo u to rE. �o,. T� ' rte( {{ 1 1' YP -( wazl_�iakD!\'�'II LX 1 I'ATT IJ',r 1vk RESIDE ':IIc2a �: - r arU w.XUl.,i' \- -- -- ' IIt ,! f-rl , r .w•�(,l� NC i �C Fr- �Hiti , ✓'� C� r ( ID ✓ ert' t /Lff�._ rte, Y rs Fa7t9 r r C, ILFi GV UI 3/ ' $✓- !"'K Un' �Gm ✓./L rJ. r>, W/ 'n�Y�Ir (mut, h� ✓ f -c'K ,4veY '{ h-13 - ,-• 4 'r �_ __ ... ...-- -- r ., eT� �0 ��7[,f{ Irrl J� rG.� IL� T.r' 42v a� r1< "�I i``i° I`.: ' ov I. , - NAN ROADr z e, /i' i 3580 DIG to 1 "1 nl,si, ' �' � Y/oa� SNla F �� — CUTCHOGUE { f/ter^ /J� Z)211��'n51�L� �.I n7a�i'. � � �iXSzr���, Q/ �(,'�_ ' � Y �I ' _ � � +-' I We,✓I h�'vr�I. I % Kh `yjIZ_7 - `I I �q '�'1�I:- I ' - - &I. '� f: •' I�nrnr1 •��" jj ice+ ll ar- .I•' rr- ' \.'I i+, 'I J 1 (AT nz,,./ I'O' LOCATION MAP/K PLAN b �tr�N: ,b.�"IAbb.vG-Ii."r Iea� eM I�lo�ZX9 EY arm e r Iv r}La�Ich w 7o ml,:r✓ L n ,HotU�I,nF,I�`r , Z !I y� XL •✓/, N L. n_- I' >!/ ,tl .;•I L.�„ ! 1 - n1� � ' ( 11u"4,C,.d'ft�l`. �' /i �' '•r n � �+ IL,I (,_', ilrm.l r / • --_ / Iz' .�ul�h ,'"• Irl ;,i I I, _� 1 Y`. T -1-:E 'ry � II� �/I'��'Il�d4� I 6c1" ( r'.w� I�Ot: I� IYr II ta' in I?. MAv�= _ IZIJ a+/f fc. j 0 rn nl{ 5 R�''> w Jr r ! � II �I�oM G1�v"j f ri I r I ` _ �-• IMG 4`I Iyt:O SLI AOS CA/ I Art-k't .0 1/l r.. :,l. =}' T7}Id- P G •� _ �k ✓ Gl ti( .I-r t:v Joe f,�I Gt'✓�(++, ' UHL.,Y.a'AG.L r 1:71 G. '" I' "' �L? IG 7"lll�r I ' „ I I >'I 7h. �I"JI'I i>✓°.=G Ate, �jlT t.. Mhi-D� ...I 1f�Gl , � L.. — oe 7 - ISI Mn;r.1.�Uul :,,�, 5�A1).:+ VI/ jPa vCn' �0"� —'I' Gc)r�c,,, I'.. Ilac>r-,+lol"i �•.(al.�..,"^ fi�nl ,ad��^I ' F<':r7, :a.MnFhIa �RJ��c I- f r� 6nl�c� E,jl p VJ.V1,f+✓I , I Tv �LI (r<, MAS axle ;' it iia xl< rrr > -IL.) `V4`; CARLISLE'S REQUIRED PASTENINO PATTERN POR SURE-SEAL INSULATION ON'SURE-SEAL'/BRITE-PLY ADHERED �. Irl - �I ' IMAGE RESPONSIVE DCSIC` ROOPINO SYSTEMS. t✓I- I�1 F. (rd U,y Aiaz ii Y,rci i�1$ � � ARCHITECTS' MILTAL r, ,N METAL FA5SIA OR �'b tGL✓'/✓V' Wit+'�llr� /++i l'�IV/G `9D^ rQl "�/O>d'1,, METAL f'S.,\Bi o1,1_:L(SCE •) e•nwnix NOTES; ` / SUR1/4'OC ow RIFLY SPELLING CEMENT 1 OR SVRE-SEAL BONpI,ZZK E51VE t--t— �iJC/A•J}� Pi ,/ �y, y.�'y / Y ///---NAIL 2" o RING SHANK I � ��I-�' �rV VGIY-J Y/r�r.. Ci •fYl / NAIL Belo cM pO.FW%. / 511RE-SEAL BONOIN6 ApHE51VE - I. IF A FACTORY MUTUAL (FM) RATING 05, N I SURE-SEAlSBRITE- r LONG ISLAMo,NEW roHN Q REQUIRED, THE FGLLOWIN6 G/Iid�''G' �/4r LRb PDI. 1�717G`ritHU p ,� I "` EPDMMEMBRANE FL m b” } TOLERANCES ON DIMEI'ISIONS BETWEEN I "I f' r/••'�'+ MOULA IAL I. RoSPEorow NAaEN MUTT EXrENo PAST Tone,,rum,of ew,•,EL STOP 631. 8`74. 2142 O O O U 2' I IJSULAi1ON CEGK PrIJIIE. i FASTENERS ARE PERMITTED. ?µl" ^L, r^I{�/�QI? �',( /��LbX+, — — - a a•nss mwioe urM+eo vsNYPFT,VLACIN6 oarwzssxE-Se IRK,s O i 4” % R.UNNS M5Y¢¢GENT STC PYOO FIIPC`OIKL AT AKNO LFW . n DIMENSIONS SHOWN PERMITTED / s. SallTu s.w-eoEE 000 MSTALLAT1o,msTRuinoN HNUN.POR BEANSTEIN J BOULEVARD ON DRAWING TOLERANCES 1 � IZI� ( 31, I I� Cy,lRoTA,,AT1ox PRo�wee. T 'Io AT enTeR TnoEl,.scwPET,s.1 eE nSPoNEO FOR OS,,AP , Center Moriches NY 11939 4B" (1.2 m) b" (55 crrU ,. I/2" (13 mm) I „' i� FAOrPJ.9 �4EP, J4^21'�� N " nNRY+-, DRAWING TITLE 12' (31 cm) ± in I rMP O O 24" (61 cm) ± 2" (5 cm) I / ! mF1,TED WOOp NAILER Or OTHERS) _- 12.0". IuEp ME MAL WATcR DAM FASTENEp " I ^ {e`,�.. 'O �' 0' �' 2" 13"LVA WITH I-':P L H cr:¢IaB SFANK NAILS h' xll 2. IF A FACTORY MUTUAL (FM) RATING PS • FOR METAL WORK BY OTHERS,3'MINIMUM FDHESION -.z.:__..- _,_,...,,,. -�- .-.-� .. _r_ ._ _ WORK A5 FELOMMENpED B'.'MANLF:f MvL"R, WAIERO IN TALLE IL'231 cM MAX ` ___ _ - 'Y 1 .-- =_ '- T — i MBRANE NOW' BLOLKINb(OR METAL pIRECT1oN. 'REwFORCEp EPDM(wlssles„ IN„u- ' P I ,y,r•�,i' REQUIP-ED, ADDITIONAL INSULATION Ep6E PLAN6FJ SHALL BE PNO W' D. FAS*ENIIIB CF METAL 3 AT[C.14S,6-rVo uN WIDE.W5 ___ __ ____ _ r'NS IMM PROM THE BASE OF THE b" b" ROOFFASTS _RI WILL BE REQUIRED AT THE _ 514ALL OX.l >,. (ul PM Mir 1N EACH ROOF �c RIMETER AND GCiRNER_,, p.EFE -t ? _ __ _ _ _ SCALE AS NOTED TO FM L055 PREVENTION DATA SHEETS -� "' �=- -�''-` - - -T, n Hi FOR CLL IFI OR CONTACT CARLISLE TM DRAWN BY LAB DATE: fo 12" FOR GLARIFIGA,TION. - GARL.ISLE Se<.lri•Eu @ 2G0 ] 0zw cwmmnaw.R..wnm 3. FOR. CRITERIA ON INSULATIO'id i --- CHECKED DATE: 48" 12"^ 24" F,vSTEiv_RS AND PLATES, SEE SPECIFICATIONS. (1.2 m) COMM, NO. 0501,2 DRAWING NO. 1.141'41 r / w.;. � o�•s, � rGi ,A-21-5 _ 41 o 4' X 8 ' INSULA71ON A77AGHMENT ©,,,,cAlItul„earts, ,� �, � OF jp �r i 1r NO. REVISIONS DATE ISSUED FOR: BUILDING PERMIT • • REVIEW O O O O O O O O EXI-:�Il � 7bll�Ti�z� ,k,r H•,.- - - - �iXl�/'I'Ir-�(a F � - - - 'fo I�� n,Iv�:rl- It,, 0 0 Gv._.>r.. 6J sronn xu�h4 T, pl1_ 1• , O O Theme o and ccificurcres am insOupentt of - y - Gtl•iMm-E remain he mpraperty Ip IMAGE RESPONSIVE DESIGN ARCHITECTS. Unni pressly approved changes bg IMAGE uRESrion is PONSIVtEcDESIGhN(ted unless ARCHITECTS. Infringements shall he prosecuted FL I c� u,.,. Iv✓G';hr lf�YL Mri '. M �.. Gh I 1 - _ _ — Imo. - i Contractor shall verify all field conditions and dlmmeter. and shall he ���VVV rnponshle far field f¢ and quantity of Work. No alloaane, shall be made yy I s' f x IGJ✓I ry� ht7P� m Y' Liu ^ -l !\ - `� Tl_ _ o o e Contractor mar w I - \ , '— —_ \ 1 I .. by I f. r n Y tr tie fm and err neglect� � .J ,� ? r behalf f th C n n n n his part — i s �r -rF I L _ 1 — J 5 t — J�/-A f I fOp ,� 5 _.. _ - - - - T •� -i _I �G I�^'Y 1`I�E� 'j � -'.,`+\ SEAL ..k, p v r _I7__ t OF N� y� 1 J bi I — PROJECT TI ° I I II I I � � `q � N s71 TLE 1 Yi LIZ 31[01 acl� ill La-SII- Ia G� tIZ-25611 G I I t12 25h1' Q 6X Icy Ira a -' IcT PL Pih. 59 a' Ly - - � --�' r - - U_YI Oe� hT`YL 2 — y� I / NEIU ONE- STORY Ili fr+k. �I �x lf'Kmlc 4'I� A I/ G61Ie1-��- 1' �[N✓61/. 5r- ' FiXI�� bvi raa t the �� � YX I I la F 11 ✓,1 '7 I rfd1+1.4'U I � �GI9MOP 1'Jae.,- �' `F \ VLACICH trap *u 11 rI h<<ASv� 1 , 1 1 �� ..-I-a.�. -�� I c �srR � — � 1�- rxf� 1 e4� I , �. RESIDENCE — — — - : 1� �-,h ,e.IA-, 3580 DIGNAN ROAD ! =dxh 4rc CUTCHOGUE NY t4Gi "' tl r'GC.' T LOCATION MAWKEY PLAN ��JrN`f19') "i.Wil.., i1 - 'p , 1 «gyp to l,./,.'. ",I,I;.J,L• Y'h,oalvc: >x.L-'C:4'A�.�`ITe:, ('�.,L>I-�.�i �c,� ,.�.L� f�"w.t .. sI INM L'LI� �X"y �=1nf� Yt�r9 1-1 1,J&,t,✓ Vic: t:ri, A� ..�..•�: ct., WA ri I'll 1 of 1 mau' ISI l._w GOIz -c209 aVtT jI7 a - r'm 42T14 -OOS '�I�PrV' - I -jr & Will y ,Voe_,l ('('r..lntr ,.. F1--y� Gd L- <a%� la ) J h�j . l hay^ �= a •? 'I'. pp�� � �— I � �. �� y' 'I'F:-M1A Ln` Au ✓ Ir i ''II FE '�`G h'�-'''�ri7 Ye C� �l. - e.-w. ^`�",'V ��h"J r G'"./iii ' � � r/ f` �tJ-Ak Gr[r • J�/, FAiY f • O N1,1,`1 l J1i:- 'ar ,oo - 13 ]6fAGE RESPGNSiIE DESIGN rI - - -- ARCHITECTS 1 12 I I I ) L- ��✓.Ir'IaU�'"..� 1 - III I LONG ISLHNO.NEW YORK 631.874. 2142 p114,GU11:r F/ hr'Ir G,.„I gnstir ✓I ' "'NI. /:�'1-�r III I_ 'LINVi' S( I�P�iv-GI'c` T. I �`li lit -/"'I'V � __ �7m -- e'u rd. ' �_ x' '� 1 YI _7� _I �L�� �''� Cf° til I_� . I' 1,- _- _._..__ Canter 1N BOULEVARD 4 l 2 - - - — I - - -- - Center Moriches NY 11934 IeAWOd IKT,. f --` -1 - �1 �i4� 'f j"" DRAWING TITLE _ __Ii �- Nov✓ i'-O �'IaY �PP.,1- �7-a � � i ' 'IzaVf �t- - 0 I 'a d Gni--4 PiX nq� I ' �- - �I� _� U3Lj �361(r� ,' YYa�d -' r1 —T - ` Y UL 2961 t— -. - I 21 Tia k= EIFm Ili' � II I �r_1 Ir�i 6 ' =p SCALE AS NOTED T� UPPEicI_ YL. rl�,'II�nri 6roW �I � t _ _a - , _ -� � Gi���T 6 VIF- VIS r DRAWN BY LAB DATE; to trF_c. . '.',aanl - r 1� CHECKED DATE: , -� -S".Is"ALt49,L Gl.t1`,7Yr' -- --'-� �EW P� 1'11*k, f' %r = j=.:�,a•!�"'.71orI •N .�L �ry L.a.i{r7 k�i .%C5M'esl� COMM. NO. OSOI.2 n �q w/ 2 r1, /1yr- n' ai - 111' l tDRAWING NO . 1 0 OF M HOfj , 1'� 6 ' � will tsrTd°' S1-la�t. ir„ VII`�`I'� GI.Ap vJoc'C> Wlr�taoW4+ � GIlIy'r'IdT FrP JUV1-7 � �d MskTc- (=,%C 4r'("I n1 , (TKIa;,ly�� p>J�r =oL-Llr�'c, - 631.25'1. 3p 11� it 1r NO, REVISIONS DATE ISSUED FOR: BUILDING PERMIT 4. -�AN . 2002 0 4b REVIEW O O O O O O O O O O O O These Dramngs and 5oomicatlans, as Instruments of service, remain the property of IMAGE RESPONSIVE DESIGN ARCHITECTS Unauthorized use, changes or publication is strig proMbned unless empresslg approved bg IMAGE RESPONSIVE DESIGN ARCHITECTS. Infringements shall be prosecuted. / \ Contractor shall verb all field conditions and dlmenmons, and shall he L� responmble for field fn and quanhta oI Wok. No allowances shall be made F on behalf of the Contractor fa any error a neglect on his part. X l y� Pouf �r, SEAL i ..,��ED AH ' � 91'I�[� rvtTU' — K� `���'K'Y�i�✓/�' �6� �<e Lseti.C'yi I�vGI.,�rY-� � 4 SCM � _—�+ ,x1 % � ha �� °I� I • 1I J - — - - - — --- _ MP G�._ F[Y,/I moi}'.-� M�' �i<rt Ih0 1 . \.FO lenoz�-it r„ _ . _ —__— p NE r� 'G >�'�iU1RE..r✓ 12 _ - - - \ 12 -._ - - _ ___ _._-_ P� / Irl f'Rr7P k3x�' � FdK. �bW r. �F Baa 10 Zda'L 5 L_.___.- PROJECT TITLE � HC� I�aJGiY� ^--'�l scat,�1yr�R ,,,,I p��• � � - rL, ^ I aoo, ° I, s- - r � � _ NIU ONE TOR - _ — - - - _- - I -- - - adM �� - STORY ' P oLA r � 6 II-y �,�-VGrI 17 VIryl�L ` ( ry ADDITION Pr at the oMA��+ry1dl � . VL CICH I RESIDENCE 13F `I- -oWKl.��i- - - - I 1 � I I — -I — . I fio �xlyr• iia r�.� - - - �-- 7l I 3580 DIC GAN ROAD c car -.nacco l . `-1 � CUTCHOGUE NY �� vE�l1' LISW S' 1"11'G.GvaU GSr"✓p-'IGK.'�.-,I��Y:G- v, .I,L m — ,:,I I� c o� -- -!T/LG' PI'�M a%• yob- LOCATION MKEY PLAN SW'W U 'N EvJK, �L;GI-IG•. XCEI-GYCIh I'R,/Y:li IIYaCI�%M'il+� Un.e l�5•I+�' wlr- rpt 1=R,�o-•I — — I� �� + -- — - I K_25 r �'(1,I�VA IC'I� \Nl�'/U` I � R.lAG'�i A4 -;,r'iP '� .�>, 1-L,�+.r • GhcXb NaavI Vnii i arc � l i Z,14 t/ - �✓� - NE`N. J4oyiito �✓XI�i�1a-�(�_I�oJh�, '—I- - -- r — �- t r wl NLLv�a HeN KI 'rlrly >.wf a{nrrl�wAr=�. _ _ (— jv'. 9'+21 P. I V: 2FI MAX 11J � IMAGE RESPONSIVE DESIGN ARCHITECTS L.R. ISLAND,NEW YORK Ill 874.2142 9 BERNSTEIN BOULEVARD Center Moriches NY 11934 DRAWING TITLE H SCALE AS NOTED DRAWN BY LAB DATE: IbbF.c. , 'L-af CHECKED DATE: COMM, NO. 0501.2 DRAWING NO, 0 1, OF 1 l► A �r Ir NO. REVISIONS DATE ISSUED FOR: PERMIT V — �. � �T vd b � r n q _ p _ P NIEI�i�� -",..ie,ly. UP�� �E�'� ^' • • REVIEW hnd �F II � Int O O T� - F f - -33i4 .Grzewl-� MOJ�P" �1+4�J.v I .�IALUL'1 mti��'I<' )t Gr.. tT�TZ,17 O O I _ ✓, ' _ _ _ �r - _ __ - 51 _ VI � O O �� ; -7 I�I O o O o These Drammys and r IMA atlons, assignment, of GN A Ic T Ilsrl � - � � d � remain the property of IMAGE RESPONSIVE DESIGN ARCHITECTS. _ � I II _ Ilnau[haneed use, changes or puRESPn Is VE D p(IN Ad unless D b - G - m �' espressly approved by MAGE RESPONSIVE DESIGN ARCHITECTS 1 „t. 1 - - - +G�' ��� +PJ _ 1 oil, __. __ ,� Infrinyements shall be pmucuted. T U -_ - I� �L 1 'GIV 1 1A 11eNGP r7Te '� Contractor shall verily all Beld condldons and dmensons, and shall he r h e V M �� T Id'Gs%' �L�,� A dj respoml6le for held h[ and quantity of Work. neglect lect on h shall he mad OC�Er '' Yl �{�AuL'r%�I j,C �� o IG - - A 1' -"r �� la� Sv� _ (,„q�p_tiI dE"w -, Yf? —_---. _ ��uw ,r,L.41 �'�pli��l l,i�, L 1�o44,.L�k'-L- -�y 0� A on hehelf d the Contractor for any error or neglect on Ms Part SEAL �— cYi�l — � _ li � � � ��'�s p- � � - F�/I iE �Po - r X11 � „v � ,�� •. � T' I J �I'1� I _ K TI >Q , - -`� SOF Id i i r II � I '�Yy I T 141v fLI,ER ' 3" GF{b•h ' n r. . ' ------ q�1 9, ZA Iv'j" 1an� r 4� Y 5 _ q'L 'zo� 3l� j — — -- -- — k — �— --- --- — r' f + - �95U5:r�-, SU Pi-e- 1110 FE VF-awF�E.> vIK-II-{c3 �Tov < I-A 13? gGiF PROJECT TITLE �T 1 LAZ-f 507h� I.AZ i NEW ONE /rp ' i •o"' � Sere, C: : I/�Ln� �'',nn ql � l ` ADDITION at the 0.?n -- -- - - - -- ----- - - - - IyoYal 1/11,r- Jul- VLACICH U('r� � , II = RESIDENCE 1 v r ,� .xl . - - I : t i r,-, �— YP P r ,ria+rvuv<o IP _ n•�. n r � n I � T r, tbr> c ol4ar'.a. �V1 GXK�.;n it. tU N)C hL I''!+'� tifvi �rl �'� - — — I e �I' 3580 D Cs P1 A N ROAD L , CUTCHOC UE NY N I r �' MOvI ds h� I 1. ji MM' �,� -_ +� �� �� rMkL.'v vn(¢ll/>' -' U �•-I 1 I B' LOCATION MAP�y(�KEY PLAN ,.r.�<9' ' � -'� �_ � � I i I � - •0 1l Z ��VQ _- '� r 6l d1 u, r< o6,L -� mow: SLI l ' C/IuC. `. ,. " • nu;�;; E-- P� h r� A 1 . n L G ITS m.- tv �f�%df 6p.6. --Eo�j � a h_ L1 ,J E(=r©z - -- °- - I. 1' 1 — _� s uol rlrG o'� i11 EP, SI-k ' SrI I�Lerb ' I 1 ___'`_----� /vitt 04' ".�, .I 1 Lx'=-f- tn'S1"J - . •� T, T- - 1 - ey -- ._� - . _- _ _ I - - - opt -L 'r o , c o _'��'Yei�¢ow I ' Pf oil�l Ali� o l-- o /- � �rrl �il.- ' a � � � I� �. i��� 1'� ��� -�,- L , 4 � — ��b i,,Is�n.F,�LL �r�ili{� �4� ,P�'►O �� �°'�e r'Ik, � � oK� r C t IL I LL A, J ILI a k k 4' r pr IMAGE RESPONSIVE DESIGN —v_ L - �xt�l�-� ARCHITECTS LONG ISLAND.NEW YORK 631. 87 4. 2142 g �p -"lb ,%,L.wti BERNSTEIN BOULEVARD l " - 11934 Center Mor lohas NY hl'f�!�. --f G :::a•�- Ir�,r,.r. DRAWING TITLE I � I I R'a VF SCALE AS NOTED r _ o, - I 1 _ _ - 1- AW BY L TE: DRAWN AB DA � — � � - 1 ,� T�1 .,.h, T �' CHECKED DATE; #- �I I �♦<T�' :N.Ir1A E1'L- l:, - o_. - il- - T 7 t COMM. NO. 0501.2 r .-,1iVvp� DRAWING NO. I p 7tE LIP rviY',� a ca 1 1 1-, a rte. �11 T w4� _ - i� I OF II — o u III 2 �1, 2 Iq�� _ - _`}-i I 'I moi' EL�'G I,E it �LbVA I If, I� I it NO. REVISIONS DATE ISSUED FOR: REVIEW PERMIT S IJAQ . 110011Z ELECTRICAL LEGEND o O SYMBOL DESCRIPTION SYI'v�oL - G+%5cr>,I f'TI 0r,1 _ 0 0 W1� 1J y''Lla � xr ,I ^l. AJC L ✓ L 4 SINGLE POLE SWITCHR RECESSED INCANDESCENT DOWNLIGH7 '� ,:� ✓, !-,, L� �'�Zt:�> L. V �T�l--i>�� 'f a r' F a-. i .}'h,. �'6 r'p Lam',I �s'I 3 - WAY SWITCH F-� SURFACE MOUNTED LIGHT FIXTURE ��:,t ,_ (K.L,, �tVl'II� F-''t'-. � 0 0 DIMMER SWITCH 9 SMOKE DETECTOR 0 0 3. ✓V I' �� of ✓w - laL:.• C6— ---" tJr L IF.I r J^ I Ii-F DUPLEX RECEPTACLE FO CEILING FAN/LIGIdT o 0 QUAD RECEPTACLE MECH. EXHAUST FAN These Draxrgs and Specifu:atim as mstmu ents of ormce. renan the property of IMAGE RESPONSIVE DESIGN ARCHITECTS. I F'AG�'I, /.,.1' 1 T•i4s NI °,,. N a'. C`t}-r l - I - 1 DEDICATED OUTLETa TELEPHONE Unmtbaoed use. changes a pubbmpm Is stretlg orchwated unless R. enpresgy approved lig IMAGE RESPONSIVE DESIGN ARCHITECTS. k Ii(d?I- In9mgenents Aay be Prosecuted. �o. /1 y� J+}^��I/ ^' �'I"�''Irh�R�`E W ITtl a^/I+D.T= L'tsw•Rfi�l �5ucl j..Ml -^ - of ✓GXI"r'. SP SPECIAL PURPOSE OUTLET ®ury CABLE TV CONNECT Cmtractsr Am venfy al field emAtma and dsenams and shag M1e X rJ fa field fit and plantaty or MuL No apm Ines shall be ode FI GROUND FAULT INTERCEPTOR iTHERMOSTAT m beM1elf of the Cmtrada fee ang errs a neglect m his part. ® FLOOR DUPLEX OUTLET --} H� k- .'�e>li�'r�l Mln-�.I tAzlc. SEAL LIvH ,r- v b '.}Al�o-a C�e�us ev JUNCTION BOX %FR D A'Rc s �;ClSTI*�ro our�cX hFiC�F�,yt'TAGL� Ian/////^e;' sto .a cq:c \T ossaax OQ c OF NEN d I Ia �Arl HOZ a�,n, D.Xlhf NGw/_ I'^I�`a✓ �XIyT- - PROJECT TITLE I �o % s obr�vlrnFNf/ vll fitly` �� ------ ...�..,. _ W 0N� .L��t�d .o�� _, � h _ _ _ . NE —STORY +I� AI.Ly,V' S G ,l/' FU>vc FG/�I rlr,l= _'"".`- _ 7' ------- -- I V I k w}�•.i-..p-�E.C^�.C..ZM rr=y. •'-�i:J � �_� . ��- o ADDITION at the blpl Cs Fi E Y \ / AV-4A� V-4 A NIRIVLACICH /l R f? 't � tial'I'hl`.✓A,' 1'O tNJ I tel/ � rl1ITs _ RESIDENCE y7��c�.,� �01.1.,�4rwa �/ .Irl . A• a R Nrtiz�1c1.w6pxT �/'✓ F'r-1'xfi>Ivtio uKEps-l wr,`.' ��NI tia���,�J�s� ` ';,;�, �I /rj: , I -a S}.ri`=•,;.:rapro:�'`�}�,1l-✓��0 .�I;� v11� �g✓�tewl o-•ywa �t#c R[URO�fIrJ .y 3580 DIGPAN ROAD CUTCHOGUE NYCr i t _ x LOCATION MAOOPKEY PLAN �� -.../� f' 1 -�� ,... �'I�✓.H„' t'•1:1' r”-D VkI�TI�.Tj, lacy iii Ar :> GVTok t � n D�cg' -Cf SXN' C o -tlF 2 L. C4 YPEXi ,0 a4Np � Mrt, u 'rr. 5�>wrtc ed" �✓� I.Gm,- -- Pgv'. U I4A 11L, v u. • o z� � - - � 2 /doh-"r FI.. ����" � "• �„„_,✓ �...r� i- --� }Jiro/ F;I�"J�, ��'I°. tSGs. ef'� r) 161AGE R6SPUNSIVE DFSfCP! ARCHITECTS Kvir - - �. p ✓ �_ �Cw I LONG ISLAND.NEW YORK ul�i'V 4 r.l ✓ —/ 631.874.2142 BERNSTEIN BOULEVARD Carlo Maricbae NY 11934 t ' DRAWING TITLE SCALE : AS NOTED DRAWN BY : LAB DATE; to aE'" 2010I CHECKED DATE: f � COMM. NO. 0501.2 DRAWING NO. �'✓ h/Ia j"e::� ..XI >'f it F(.� v,'v l'j'f� `/JHI r"9"r' J ". l -�.i l��`-C�m,,ri�:u.d V.1. F �Ur-a,q,;^t.. ..„^i '('t,;l{ Win; ,,9 \A1 pP I i • �� P