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HomeMy WebLinkAbout39950-Zf FBI/( G Town of Southold P.O. Box 1179 S : 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37701 Date: THIS CERTIFIES that the building ACCESSORY Location of Property: 3575 Horton Ln, Southold SCTM #: 473889 S ec/Block/Lot: 54.-7-23.4 8/6/2015 8/6/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/15/2015 pursuant to which Building Permit No. 39950 dated 7/15/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory two car garage with covered porch as applied for. The certificate is issued to Salmon, William & Salmon, Lori of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37244 7/28/2015 � A A e Signature u� �46"N TOWN OF SOUTHOLD a -el ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY -� aX BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39950 Date: 7/15/2015 Permission is hereby granted to: Salmon, William & Salmon, Lori Hortons Ln Southold. NY 11971 To: Construction of a New Accessory Building; 2 Car Garage with Covered Porch, as applied for. Replaced BP# 37244 At premises located at: 3575 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot # 54.-7-23.4 Pursuant to application dated 7/15/2015 To expire on Fees: 1/13/2017. and approved by the Building Inspector. PERMIT RENEWAL $203.40 Total: $203.40 Building Inspector (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37244 Date: 5/23/2012 Permission is hereby granted to: Salmon, William & Salmon, Lori Hortons Ln PO BOX 831 Southold, NY 11971 To: Construction of a New Accessory Building; 2 Car Garage with Covered Porch, as applied for. At premises located at: 3575 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot # 54.-7-23.4 Pursuant to application dated 5/18/2012 To expire on 11/22/2013. Fees and approved by the Building Inspector. CO - ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $406.80 Total: $456.80 P Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE n a� SOUTHOLD, NY r BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37244 Date: 5/23/2012 Permission is hereby granted to: Salmon, William & Salmon, Lori Hortons Ln PO BOX 831 Southold, NY 11971 To: Construction of a New Accessory Building; 2 Car Garage with Covered Porch, as applied for. At premises located at: 3575 Horton Ln, Southold SCTM # 473889 Sec/Block/Lot # 54.-7-23.4 Pursuant to application dated 5/18/2012 To expire on 11/22/2013. Fees and approved by the Building Inspector. CO - ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $406.80 Total: $456.80 P Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This- application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or ne'Ar 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 foam).. 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 epmpleted application and consent to inspect signed by the applicant_ If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees _ 1. _ _ Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory. building $50.00, Businesses $50.00: 2_ Certificate of Occupancy on Fre-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: Old or Pre-existingBuilding: .check one N )� n /g ( ) Location of Property: 35 75 l Z (i'J 5 l�G House No. Street Hamlet Owner or Owners of Property: �I ��Q.¢�r�_ S jq L /7/I o /,1 Suffolk County Tax Map No 1000, Section s Block Lot o2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: r z -z-- � &L L Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ j �C-- f r,f%� !2'pp�oa�iSigna re Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert@town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Salmon Address: 3575 Hortons, Lane City: Southold St: New York Zip: 11971 Building Permit #• 37244 Section: 54 Block: 7 Lot: 23.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Prudent Electric License No: 4599 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-50A A/C Blower Range Recpt Fluorescent Fixture 5 Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches R4 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: July 28, 2015 Electrical 81 Compliance Form.xls -22, rjv so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //""- INSPECTION FOUNDATION IST ROUGH PLI3G. UNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: C6 -- DATE -�/) �D, i / �- INSPECTOR V T rs? so lK TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTRNT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: ROUGH PLUMBING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTMT PENETRATION ELECTRICAL (FINAL) CAULKING Vt4leK Lt� - obc—, , rm, aso cou TOWN OF SOUTHOLD BUILDING DEPT. V. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined , 20 41 Approve , 20 r d sabred a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Y Board of Health 4 sets of Building Plans PERMIT NO, —3 1 Expiration, r * ' �'� , 20` ,, , — Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Stormy atdf 'ssessment Form Contact: 'Mail to: Phone: O - Building Inspector 4 .d APPLICATION FOR BUILDING PERMIT - a Date I k' RUCTIONS a. This application MUST be completely filled in by typewftter br in ink and submitted'to�ll-eiBuilding Inspector with 4 sets of plans, accurate plot plan,,to scale. Fep.according to schedule. b. Plotyplagsh f.wiinjlbcation ©foot a kd�sc�'Wkildmgs on premises, relationshipfto5a'djoiniiig premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises avajlable for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. r f. Evety building permit shall expire if the work authorized has not commenced within 12 months after the date of issuauce, ar�has dot°been completQ,d within 18, mont},s fr r� such datep, If io,zon} ,alnen tints or other regulations affecting the propertytla've b e7r'�riacted in the � t im `fl huircir�ggiNpector maj,-��Ag6fize; iti, 3 the extenkion of the permit for an aMMrA"s R-= oflU�iFAereafter, a new permit shall be required. �� 3 � � �� �. ` -1 A1°'1 rCA1Prd-.N IS HEREBS`M;WWt6—Th& B'uilcling Department'f'of-t*h'e ssu�kide'.'Ofi-.T "i' g Permit pursuant to the Building Zone Ordjnance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the,cgnstruction 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 name, if a corporation) V d5 �7\ (Mailing address of applicant) State whether applicant is owner, lesse chitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Kf i W4Afil fes" . ALM Q (As on the tax roll or latest deed) If applicant is a corporation, signature uthorized officer ., �,.*_�^' p,��,� (Name rtle of corporate officer) Builders License No. Plumbers License No. f' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5- - 0a:T0 S 11 "177 i House Number Street Hamlet County Tax Map No. 100Q 'S"ection'Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building � Addition AlteratiQ� Repair _-----Removal—_ emolition Other Work —� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars "r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exi tructures, if any: Front Rear Depth Height Number of Stores Dimensions of same structure with alterations or additions: Front Rear,- Depth Height Numbe of Stories ® e � 8='-' Dimensions of entire`new-construction: Front 7—q Rear ZAi Depth Height UC2 Number of Stories 4- 9. Size of lot: Front :j ' Rear 144V Depth 10. Date of Purchase `S —7 — Name of Former Owner KIA& 11. Zone or use district in which premises are situated Alt 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NOXWill excess fill be removed from premises? YES NO 14. Names of Owner of premises XgrA.t5ddress ?S l ne No. 7/.G Name of Architect t A,, Address Phone No LS t - ? ® y Name of Contractor°ZQ Address 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMIT'S MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. t '1,.� `'•`' ,: "`tip... �,..�,._, •, , �.. 11. if elevation at any point on pfoperty is at',' Ofeet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, dej.)oses and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) i of said owner or owners, and is duly authorized to perform or have performed the said work and -to make and file this application; that all statements contained in this application are truLA1URjhgj?gTAgSjNs knowledge and belief; and that the work.will be performed in the manner set forth in the applicati#%Poq NewCounty Commission ExpiSuffolkrr I g, 20 Sworn to before me this . % day of 'AIL,!) � —20/3- A 0/a X11ff�c Notary Public ' ig&t g o plicant Town of SoutholV /Erosion, $edimen"tation & PROPERTY LOCATION: S.C.T.M.#: �1b strict Section Mock Lot THE SCOPE of WORK - PROPOSED cONSTRucrloN j rrM 0 WOxxAssFs�lNr a. What 1s the Total Area of the Project Parcels? • • _ n,u un p the Scope of Work -for Proposed Construction) drJ b. What is the Total Area of Land Clearing (S.F./-Acres) and/or Ground Disturbance for the proposed ��- construction activity? - PRoyIDE BRIEF PROJECT DMCRI H0N IProvtde AdiGt aq! Paws as Needed) General DEC SWPPP Requirements Subrr issfon of a SWPPP is required for all Construction activities involving soil •disturbances of and (?) or more acres; includfng-disturbances of less than one acre that are part orelarger.common plan that will ultimately disturb one or -more acres of land; including Construction activities involving son disturbances of less than one (1) acre where 'the DEC has determined that a SPDES permit is required for storm water discharges. ( SWPP.P's Shall rneetthe Minimum Requirements of the SPDES General Permit for Storm Water Discharges from Construction activity —Permit No. GP 0-10=001.) R. The SWPPP shall be prepared prior to the subrmttal of the NOi. The Not shall be submitted to the Department pilor to the commencement of constnicnon-activity. _2. The SWPPP-shajfdescnlm4he-erosion-andzedirnenF.control-practicwa—nd where required, post -construction storm water management practkes that win be used and/or constructed to reduce the pollutants in storm water drscharges and to assure compg( ncewlth tiig terms and conditiotfs of this permk. In addition, the SWPPP Shan identity potential sources of pollution which may reasonably be expected to affect the gyaCrt�ofston:n ult er* Issharg - 3. Ail SWPPPs'that requirethe post-tomstiuctien storm water management practke component shall be'prepared by a qualified Design Professional Licensed in New York that is knciwledgeable in the Principles and practices bf Storm Water Management STATE OF NEW YORK, COUNTY OF .................................:......... SS Generated by a Two (21 Inch Rainfall on Sita? (This item Will Iriclude-all run-off.created by site clearing and/or construction activities as well as all Site Improvements.andthe permanent creation of impervious surfaces.) 2 Does the Site Pian and/or•Survey Show All Proposed Drainage Structures Indicating Size & Location? This liem shall include.all Proposed Grade Changes and Slopes Controlling Surface Water Flow. Does the Site Plan and/or Survey describe the -erosion and sediment control, practices that will be tised to control site erosion and stone water discharges. This item must be maintained throughout the Entire Construction Period. Yes No 4 Will this Pr-oject Require.any Land Filling, Grading or Excavation where there is a change to the Natural El Existing Grade Involving more than 200 Cubic Yards of'Material within any Parcel? 5 Will this Application Require Land Di%urbing Activities Encompassing an Area in Excess of Five Thousand Ox(5,000'S.F.) Square Feet of Ground.Surfaee? 6 .Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Weiland or Beach? El, 7 Wilt there be Site preparation on Exisling Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (160') of Horizontal -Distance? 8 Will Driveways, Parking Areas or other-impgrvious Surfaces be Sloped to Direct Stonn-Water Ruh -Off into and/or in the direction. of a Town right-of-way? El _11.6 .9—Wilrth s Project RequIre-the Placerrient-of.Material, Rembval of Vegetation and/or the Construction of any Item Within the Town -Right -of -Way or Road .Shoulder _ Area? Ubts Rem win NOT intrude the iristaitadon or.Drtycway Aprons. -NU• y Answer to Questions One through Nine Is Answered with a Check Mark in a Box and the epnstructlon site disturbance Is between 000•S.F. d 1 Aero in area, .Storm -Water, Grading, Drainage d, Erosion Controf°Plan Is Required by the Town of Southold and Must be Submitted forReview Prior to issuance of Any.Building:Permit (NOTE A Check Mark (4) and/or Answer for etch Question Is Required for a ComPieto Appfkatior, 'That I, ... ��.-�-.-y..°�%`.� .. "W6; fit .• � ..........being duly sworn, deposes and says that he/she is the applicant for Permit,•�(Nemoof irii�ivlilual s��ment) " And that he/she is the ..... .. ,/r�rt,f�„-j.......... ... . . .. f owner, coniradorAsent, Comorate UIr�et: eic.� .......•..........••.•.•.......•.....••••...•...•...•..•.• Owner and/or representative of the Owner or Owners, and is duly authorized to �e4 . �r have performed the said work and to make and file this application; that all statements contained in this a I -Umo o the, •. t of -bis knowledge and belief; and pal 1�s i :. Ix that the work will be performed in the manner set forth in the application jdtlieS'itli n Sworn to before me S. Qua I led In St.lef" , 4 cuitc� " j Commission Expires r/ 1i, ?J� ........................ L �...... _...... day oi•......?.!iG$..�........................ 7)1 Notary Public:1 C �.cc� ....`...... ...................... 1 ,�,�er•: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTN ENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION L L 1 rf = ,J 7�ij (631) 765-1802 REQUESTEDB). Date: 7/ 4 5 - Company Name: Name: License No.: Address-3�� l/j Phone No.: 76,S— 6 Z Z. JOBSITE INFORMATION: (*Indicates required information) *Name: v R *Address: Z0.4®kA .', *Cross Street: ,s A.0 *Phone No.: Permit No.: '] a Y q Tax -Map District: 1000 Section:¢ Block: -7 Lot: a3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle AN That Apply) *Is Job ready for inspection: YES / O Rough In Final *Do you need a Temp Certificate: YES/0 Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 5"0,4 56j 3 P19A16- Z__ %A% 0 I. 4 .82=Request for Inspection Form i r Southold Town Building Department P.O. Box 1179 ? 54375 Main Load Southold, New York 11971 (631) 765-1802 , Parcel ID: 54.-7-23.4 Dated: 1/26/2015 Applicant: Kelly, William Location: 3575 Horton Ln, Southold Work Description: ACCESSORY GARAGE Construction of a New Accessory Building; 2 Car Garage with Covered Porch, as applied for. Permit #: 37244 Permit Date: 5/23/2012 Expiration Date: 11/22/2013 A IF EE OF $203.40 IS REQ URRED TO RENEW TIUS ]BUILDING PERMIT. Owner: Salmon, William & Salmon, Lori Address: Horton Ln PO BOX 831 Southold, NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 August 4, 2015 William & Lori Salmon PO Box 831 Southold NY 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39950 — 2 Car Garage li RECORD CAR M --5--S OWNER STREET 2 VILLAGE DIST. SUB. LOT FORMER OWNER 11 N l--� E ACR. f S j W ,< TYPE OF BUILDING RES. 0 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS • r'^ 'P'.1 -® 7-10--6 S� a ® d"Y �� a t3 i' `�' � Azo% %�`P.� ,— 9EZ - ,-m�W Alf, 2 -In -- o-✓ �g 05 Tillable j FRONTAGE ON WATER Woodland FRONTAGE ON ROADv „meadowland DEPTH 7 / /. House Plot �, � BULKHEAD Tota I COLOR ,�D; TRIM Extension '� r Extension Extension Foundation 7p Bath / Dinette Porch —x Basement Fq Floors K. m Porch Ext. Walls % Interior Finish S/� LR. Breezeway Fire Place % Heat DR. Garage Type Rooms 1st Floor BR. Patio Recreation. Room Rooms 2nd Floor FIN. B 0. B. )VJY- % v Dormer Driveway Total a M vA-- 2s, � TOWN OF SOUTHOLD -1 -p-1 - 0 C-/ RECORD CARD OWNER STREET -2 ) VILLAGE DIST. SUB. LOT FORMER OWNER e�aAmoA N , ''/1 2ACR. S W TYPE OF BUILDING RES.SEAS. ;/0 VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 7-1 1 Z) 0 0-0 Loa p vve7- 7— Ale do -o, 4 %,-Pi,,'le,-, Z— 10- Tillable I /� - - 6 FRONTAGE ON WATER Woodland FRONTAGE ON ROAD ,Meadowland DEPTH House Plot d 0/,t BULKHEAD Total Extension Extension Extension COLOR �eep t,�)/S TRIM Foundation 7p Bath / Dinette Porch S—� = 5Z6 Basement jr Floors K. Porch Ext. Walls ' . � Interior Finish J//l/LR. Breezeway Fire Place / Heat f¢Z DR. Garage ��.a' j S-4 fZ 4 Type Roof � Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. e/Y- /a C) Dormer Driveway Total MVA— 2- B.P. # 3 ,�-_ �/S—Ix BUILDING PERMIT EXAMINER CHECKLIST Date Submitted. Date Reviewed.. W�V _ n � f Applicant: 1 O�w�'n'err:C^, UVJ9 AaekitmVEngineer: � t t � Estimated Cost: SCTM# 1000 — — -93p Subdivision: Property Address: 3 S 7.S-- 14 - Zone: /7 Conforming? City: Pre C.Os? Building Permits (Open/Expired): BP -Z / C/o Z- , Info: BP -Z / C/oZ- , Info: BP -Z / C/o Z- , Info: BP -Z / C/o Z- , Info: BP -Z / C/o Z- , Info: 1 Single & Separate Search Required? Y o6D eter thin ation: ' STORM�rVf} �, Pgt4 REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ®% ACT. Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height 3,S P ACT. Height q REO. SOTH SIDES A C1 T///� _J_ '_lam - /J _ , /A "? _ __ _ _ K I-% �; ' / / _ , Project Descriptioi ,;)-- CotA-, Waterfront? Y or If yes, water body: Panel# Flood Zone: ' Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIREDQL/}N S ��� SIGNED, SEALED SuPVeY DR SWE PI -AN —!K — Suffolk County Health: Y of 10- If yes, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y6D - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE -DEC 9/1/75 Y Or ND- Date: _/_/_ Permit #: or NJ Letter — Notes: Southold Trustees: Y Oro- Date: _/_/_ Permit #: or NJ Letter — Notes: Southold ZBA: Y oo- Date: Southold Planning: Y oa- Date: Permit #: — Notes: Permit #: — Notes: Town Landmark C of A: Y o&DTE: _/ / �i*NYS CODE Compliance (page 2): Y or N C0NTr'*<-r4R QCe-"V5E OK DIS/1BILITY�t.I/4BiLITY �I�1,(/o1eiC/�/ENS CoMPE/Ir.S�TI®'V ®f( Notes: Fee Structure: Foundation: SF First Floor: 0767 SF Second Floor: SF Other: SF Total: 7 f SF Calculation: 767 X$_. Io s -3o6P go + Initial Fee: $ 10 0, 00 + Additional Fee SFX$, =$ + Initial Fee: $ + Additional Fee (_ :$— Calculation: $ C of 0 FEES --) 0, 00 AS BUILT F E E TOTAL. $ 7-04,80 4 NEW YORK STATE CODE COMPLIANCE CHECIMIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: - Ground Snow Load: 20 Wind Speed; 1ZOMPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: II Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: YIN GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RATTERS: YIN LUMBER SPECIES AND GRADE: YIN , WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N NrEi NT 4 %: Y(N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN Y/N CERTIFICATION" YIN ENERGY CALCS: Y/N (RESCNECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) I iP 0 _:r•r,(;{:_ �, _+{:; :`i.�,'r" I '�-;,. .,. - -- `t' .,. „-•v-, .,p:� -a�� .•:nom `_'t4-'r:�T,;^:I:. 1 - y - 'Y • ,+ _ + , 740---ro 110 11 o P .. ,-. _ _. -•"- - - - - -- --- - _. - --...- _, -- -' - - -r. - Lam.. t�F t�lU=Lf - _------•--_-__. -- . __ i ..f..� . , %.`i !A P '_ C' 1. T HO Ls UNAUTHORIZED ALTERATION OR ADDITION i • 'i , I TO THIS SURVEY IS A VIOLATION OF SECTION 7205 OF THE NEW YORK STATE• 4 EbUCATION LAW. 1' ( wed- d' �'4 J i I , Ti COPIES OF THIS SURVEY MAP NOT BEARING ' '• I t'• THE LAND SURVEYOR'S INK' -D SEAL OR 4 EMBOSSED SEAL SHALL NOT BE CONSIDERED (" 1 Z'`+'-+• %- =' - !'9 TO BE A VALID TRUE COPY. Canto C� S �. i JA f GUARANTEES INDICATLD HEREIN SHALL RUN ' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE IVP; :+.,,• TITLE COMPANY, GOVERNMENTAL AGENCY AND (Y .,.. ,�,,,.,, - LENDING INSTITUTION LISTED HEGEON, AND L{ TO THE ASSIGNEES OF THE LENDING INSfi, - "'�"' 1Ur.0 N_ W"AHTFFS AN;: WnT YVANCF;QAlUf ...-_ e. _ u _ _ 1 CERTIFICATE OF LIABILITY INSURANCE DATE09M6/2011YYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Aon Risk Services Central, Inc Chicago IL Office CONTACT NAME: PHONE (866) 283-7122 (847) 953-5390 (AIC. No. Ext): aC. No.): 200 East Randolph Chicago IL 60601 USA E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC N 6LU9J1bJ16U6 INSURED Morton Buildings, Inc. Attn: Mr. Pat Mooney 252 West Adams Street INSURER A: Zurich American Ins co of Illinois 27855 INSURER B: Zurich American Ins CO 16535 INSURER C: American Zurich Ins co 40142 Morton IL 61550 USA INSURER D: Great American Assurance Company 26344 INSURER E: INSURER F: t.1UVr_M1AUr_0 GERTi-IGAIt NUl J:sJ:: t: bfuu43fbtsbbZ REVISION Nt1MRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS B GENERAL LIABILITY 6LU9J1bJ16U6 10/01/2011 10/01/2012 EACH OCCURRENCE S1,000,-000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X❑ OCCUR D AUtIORENTED $1,000,000 PREMISES Ea occurrence MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,00040 1, 000, 000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMP/OP AGG Excluded POLICY X JECT PRO LOC A AUTOMOBILE LIABILITY BAP 9376314 08 10/01/201110/01/2012 COMBINED SINGLE LIMIT Ea accident $1,000,000 BODILY INJU RY( Per person) x ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) PROPERTYDAMAGE (Per accident) X HIREDAUTOS x NON -OWNED AUTOS Comprehensive Covera S1,000 D X UMBRELLA LIAB X I OCCUR UMB2105993 10/01/2011 10/01/2012 EACH OCCURRENCE $1,000,05-0 EXCESS LIAB CLAIMS -MADE umbrella LiabilitySIR applies per pp p policy terns &condi ions AGGREGATE $1,000,000 DED I X RETENTION Prod./Completed Ops. $1,000,000 C C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/ PARTNER / EXECUTIVE OFFICER/MEMBEREXCLUDED? F9 NIA Wc937631108 AOS Wc937631208 10/01/201110/01/2012 10/01/2011 10/01/2012 XWC STAT.- OTH. TORY LIMITS ER E.L. EACH ACCIDENT $1,000,000 (Mandatory in NH) (es,describe under I'M= Retro -WI, Mono EXc Ohio E.L. DISEASE -EA EMPLOYEE $1,000,000 DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER CANCELLATION Lo co U) n rn v 0 I -- LO iv SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. r Town of Southold Po Box 962 AUTHORIZED REPRESENTATIVE cutchogue NY 11935-1146 USA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD Attachment to ACORD Certificate for Morton Buildings, Inc. The terms, conditions and provisions noted below are hereby attached to the captioned certificate as additional description of the coverage afforded by the insurer(s). This attachment does not contain all terms, conditions, coverages or exclusions contained in the policy INSURED Morton Buildings, Inc. Attn: Mr. Pat Mooney 252 West Adams Street Morton IL 61550 USA ADDITIONAL POLICIES INSURER INSURER INSURER INSURER INSURER If a policy below does not include limit information, refer to the corresponding policy on the ACORD certificate form for policy limits. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR wVD POLICY NUMBER/ POLICY DESCRIPTION POLICY EFF (MAI/DD/YYYY) POLICY EXP (M?19/DD/1'YYY) LIMITS AUTOMOBILE LIABILITY A BAP 9376314 08 10/01/2011 10/01/2012 Collision Coverage D $1,500 EXCESS LIABILITY D UMB2105993 umbrella Liability SIR applies per policy terms 10/01/2011 & condit 10/01/2012 ons Retention $25,000 Certificate No : 570043758852 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NO'S DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier I a. Legal Name and Address of Insured (Use street address only) lb. Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. lc. NYS Unemployment Insurance Employer Registration 252 West Adams Street Number of Insured Morton, IL 61550 1532342 1 d. Federal Employer Identification Number of Insured or Social Security Number 37-0347310 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b. PolicyNumber of entity listed in box "W': 54375 Main Road WC 9376311-08 Southold, NY 11971 3c. Policy effective period: 10-01-11 to 10-01-12 4. Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b. ❑ Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the -insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed: 10-01-11 By: iguaturenf itisiuunoe"&ame ' oriz ensedInsw-dwe Agent of that insurance carrier Telephone Number: 312-496-9345 Title: Regional Operations Manager IMPORTANT: If box "4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that If box "4b" is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the Disability Benefits Law. It must be mailed for completion to the workers' Compensation Board DB Plans Acceptance Unit 20 Park Street Albany New'York 12207. PART 2. To be completed by NYS Workers' Compensation Board(Only if box 110" of .Part 1 has been checked State Of New Fork Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB -120.1. Insurance brokers are NOT authorizer/ to issue this form. DB -120.1 (5-06) Additional instructions for Form DB -120.1 By signing this form, the insurance carrier identified in box "Y' on this form is certifying that it is insuring the business referenced in box "la" for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". This Certificate is valid for the earlier of one year after this form is approved by the insurance carrier or its licensed agent, or the policy expiration date listed in box "3c". Please Note: Upon the cancellation of the disability benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate ofNYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. JOIC ".11 (a) The head of a state or municipal department, board, commission or office authorized or required by lave to issue any permit for .or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. DB -120.1 (5-06) Reverse - STATE OF NZ147 YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE la. Legal Name & Address of Insured (Use street address only) lb. Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. 252 W. Adams Street lc. NYS Unemployment Insurance Employer Morton, IL 61550 Registration Number of Insured 1532342 Work Location of Insured (Only required if coverage is specifically Id. Federal Employer Identification Number of Insured limited to certain locations in New Pork State, i.e., a Wrap -Up Policy) or Social Security Number 37-0347310 2. Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b. Policy Number of entity listed in box "la" 54375 Main Road WC 9376311-08 Southold, NY 11971 m 3c. Policy effective period 10/01/11 to 10/01/12 3d. The Proprietor, Partners or Executive Officers are ® included. (Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, NewYork (NY) must be listed under item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box "T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (these notices maybe sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c'; whichever is Please Note: Upon the cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Cet tifivate of Wbikers' Compensation Covei age ur udier authorized proof that the b lying with the inandatox y coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named Insured has the coverage as depicted on this form. Approved by: Mary Keane (Print name of authorized representative or licensed agent of insurance carrier) Approved by: „ 1 o .. 10-01-11 ( g. �;,) �+ / 4=-A (Date) 5r afore}: Title: Regional Ope3�ations Canager Telephone Number of authorized representative or licensed agent of insurance carrier: 312-496-9345 Please Alote: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-07) www.wcb.state.ny.us Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment definedby this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as providedby this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required'�y'law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defied by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such coiitract'unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees &s been secured as provided by this chapter. e 'o 1. C-105.2 (9-07) Reverse Job t1 Marx Quan Type Span Pl-Hl Left OH Right OH Engineering c�2090 30 .SC' N PLATE 022300.1 1 RC44 290900 4 0 0 Robbins Engineering, Inc./Online Plus`" APPROX. TRUSS WEIGHT: 271.3 LBS H -C 0.06 426 T Truss is designed for no C -G 0.25 1616 T ceiling load. Online Plus -- Version 19.0.032 G -D 0.18 1290 C NOTE: USER MODIFIED PLATES -----------Sliders------------ This design may have plates 2090SC-0223001 CSI -Size- TC 0.95 2x 8 SP -2401 BC 0.89 2x 6 SP -2401 WB 0.25 2x 4 SP -#1 SL 0.05 2x10 SP -#1 Brace truss as follows: O.C. From To TC 2- 0- 0 0- 0- 0 29- 9- 0 BC 7- 6- 0 0- 0- 0 29- 9- 0 Loading Live Dead (psf) TC 26.0 4.0 BC 0.0 2.0 Total 26.0 6.0 32.0 Spacing 108.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 4284 0 5- 8 3- 9 E 4284 0 5- B 3- 9 A -K 0.05 1351 C selected through a plate F -E 0.05 1351 C monitor. Max comp. force 7693 Lbs TL De£1 -0.48" in J -H L/715 Quality Control Factor 1.00 LL Defl -0.39" in J -H L/881 Shear // Grain in K -B 0.70 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: ICC -ES ER -2929 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Plate - MT8H+18 Ga, Gross Area Jt Type Plt Size X Y JSI A# MN18 11.2x17.513.6 2.6 0.91 B MN20 2.5x 5.0 Ctr Ctr 0.83 C MN20 11.2x11.2 Ctr Ctr 0.86 D MN20 2.5x 5.0 Ctr Ctr 0.83 E# MN18 11.2x17.5-7.7 2.6 0.91 J# MN20 6.2x 8.8 0.6 0.6 0.68 H MN18 6.2x17.5 Ctr 0.4 0.°'� G# MN20 6.2x 8.8-0.6 0.6 0. # = Plate Monitor used Membr CSI P Lbs Axl -CSI -End ----------Top Chords---------- REFER TO ROBBINS ENG. GENERA A -B 0.95 7693 C 0.13 0.82 NOTES AND SYMBOLS SHEET FOR B -C 0.75 7171 C 0.11 0.64 ADDITIONAL SPECIFICATIONS. C -D 0.75 7171 C 0.11 0.64 D -E 0.95 7693 C 0.13 0.82 NOTES: --------Bottom Chords--------- Trusses Manufactured by: K -J 0.89 7182 T 0.39 0.50 Morton Buildings, Inc. J -H 0 59 5566 T 0 30 0.29 Analysis Conforms To. H -G 0.59 5566 T 0.30 0.29 ANSI/TPI 95 & 02 G -F 0.89 7182 T 0.39 0.50 Run vertical thru bottom cho: -------------Webs------------- Joint H B -J 0.18 1290 C Prevent truss rotation at all J -C 0 25 1615 T bearing locations. Robbins Eng.nee:ing, IncJOr.Jne Plus- 01996-2C07 Ve•s.on 20.0.C25 Grg!nce:ing - Pottat 311C.M373:11:31 Pit Page 1 HO 1-3-8 HO 1-3-8 TC 14-10-8-- ------------ --- ------L 14-10-8 -- - - ---- .� 11.25x11 25 C T 4� 2 5x55 i' 2 5x5 B '.i D T1 T2 6-3-0 W2 #18G-MN18-11 25x17 5 A73 #18G-MN18-11.25x17.5 12H A W4 W5 E "-1 & B1 J I H G B2 F.'.:, fl #6 25x8.75 18G-MN18-6 25x17.5 #6.25x8.75 BC 15-0-4 1 14-8-12 29-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale: 0.189" = 1' Robbins Engineering, Inc./Online Plus`" APPROX. TRUSS WEIGHT: 271.3 LBS H -C 0.06 426 T Truss is designed for no C -G 0.25 1616 T ceiling load. Online Plus -- Version 19.0.032 G -D 0.18 1290 C NOTE: USER MODIFIED PLATES -----------Sliders------------ This design may have plates 2090SC-0223001 CSI -Size- TC 0.95 2x 8 SP -2401 BC 0.89 2x 6 SP -2401 WB 0.25 2x 4 SP -#1 SL 0.05 2x10 SP -#1 Brace truss as follows: O.C. From To TC 2- 0- 0 0- 0- 0 29- 9- 0 BC 7- 6- 0 0- 0- 0 29- 9- 0 Loading Live Dead (psf) TC 26.0 4.0 BC 0.0 2.0 Total 26.0 6.0 32.0 Spacing 108.0" Lumber Duration Factor 1.15 Plate Duration Factor 1.15 TC Fb=1.00 Fc=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Jt React Uplft Size Req'd Lbs Lbs In-Sx In-Sx A 4284 0 5- 8 3- 9 E 4284 0 5- B 3- 9 A -K 0.05 1351 C selected through a plate F -E 0.05 1351 C monitor. Max comp. force 7693 Lbs TL De£1 -0.48" in J -H L/715 Quality Control Factor 1.00 LL Defl -0.39" in J -H L/881 Shear // Grain in K -B 0.70 Plates for each ply each face. PLATING CONFORMS TO TPI. REPORTS: ICC -ES ER -2929 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area Plate - MT8H+18 Ga, Gross Area Jt Type Plt Size X Y JSI A# MN18 11.2x17.513.6 2.6 0.91 B MN20 2.5x 5.0 Ctr Ctr 0.83 C MN20 11.2x11.2 Ctr Ctr 0.86 D MN20 2.5x 5.0 Ctr Ctr 0.83 E# MN18 11.2x17.5-7.7 2.6 0.91 J# MN20 6.2x 8.8 0.6 0.6 0.68 H MN18 6.2x17.5 Ctr 0.4 0.°'� G# MN20 6.2x 8.8-0.6 0.6 0. # = Plate Monitor used Membr CSI P Lbs Axl -CSI -End ----------Top Chords---------- REFER TO ROBBINS ENG. GENERA A -B 0.95 7693 C 0.13 0.82 NOTES AND SYMBOLS SHEET FOR B -C 0.75 7171 C 0.11 0.64 ADDITIONAL SPECIFICATIONS. C -D 0.75 7171 C 0.11 0.64 D -E 0.95 7693 C 0.13 0.82 NOTES: --------Bottom Chords--------- Trusses Manufactured by: K -J 0.89 7182 T 0.39 0.50 Morton Buildings, Inc. J -H 0 59 5566 T 0 30 0.29 Analysis Conforms To. H -G 0.59 5566 T 0.30 0.29 ANSI/TPI 95 & 02 G -F 0.89 7182 T 0.39 0.50 Run vertical thru bottom cho: -------------Webs------------- Joint H B -J 0.18 1290 C Prevent truss rotation at all J -C 0 25 1615 T bearing locations. Robbins Eng.nee:ing, IncJOr.Jne Plus- 01996-2C07 Ve•s.on 20.0.C25 Grg!nce:ing - Pottat 311C.M373:11:31 Pit Page 1 \OTF.S SL 15-8-2 SL 15-8-2 HO 1-3-8 HO 1-3-8 SL 7-11-2 7-9-0 7-9-0 7-11-2 EP 7-6-4 14-10-8 22-2-12 29-9-0 TC 7-6-4 1 7-4-4 1 7-4-4 1 7_6=4 SL 15-8-2 15-8-2 EP 14-10-8 29-9-0 TC 14-10-8 I 14-10-8 6-3-0 12H #18G-MN18- 11.25x11.25 C #6.25x8.75 18G-MN18-6 25x17 5 #6.25x8 75 I HC ---- -•- 15-0-4 1 4-8-12 `- -- -- I EP 15-0-4 29-9-0 ; 15-0-4 14-8-12 BC 1-9-3�- 6-7-12 6-3-13 m 6-3-13 6-7-12 1-9-3- EP 1-9-3 8-4-15 14-8-12 Coo 21-4-1 27-11-13 29-9-0� 1-9-3 6-7-12 6-3-13 om 6-3-13 6-7-12 1-9-3 Ln 29-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR .1.25x17 5 Scale: 0.266" = V Robbins Engineering, Inc./Online Plus Job rsa=k "an Type Span PI -H1 heft OH Right OH SingleDruwing 2090 30 SC MN PLATE 0223001 1 RC44 290900 4 0 0 Robbins Engineering. Inc./On!ine Plus- © 1996-2007 Version 20.0.025 Single Drawing per Page 3/102007 3:11:31 PM Page 1 MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC -ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (FLUOROFLEX 1000 TM) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED -ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. ROOFING PANELS (FLUOROFLEX 2000 T"^) - 0.019" MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED -ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. TRIM - DIE -FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5" K -STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4F2Fl 02/12 SHEET INDEX SHEET# DESCRIPTION G1 OF G1 SPECIFICATIONS & SHEET INDEX S1 OF S9 COLUMN PLAN S2 OF S9 TRUSS PLAN, TRUSS TIE DETAILS, END RAFTER CONNECTION DETAILS & PURLIN DETAIL S3 OF S9 TRUSS DRAWING, PORCH FRAME DRAWING, PURLIN DETAILS & PURLIN LAYOUT S4 OF S9 ELEVATIONS S5 OF S9 SIDEWALL SECTION, STILT ISOMETRIC & COLUMN SPLICE DETAIL S6 OF S9 ENDWALL SECTION & OHD SECTION S7 OF S9 PORCH SECTION & PORCH CONNECTION DETAILS S8 OF S9 OSB PROTECTION FOR GLASS DETAILS S9 OF S9 FASTENING SCHEDULE EARTHQUAKE DESIGN DATA TABLE 0.2 SEC SPECTRAL RESPONSE 0.20g ACCELERATION (Ss) 2x4 1.0 SEC SPECTRAL RESPONSE O.Obg ACCELERATION (Si) NO. 1 SYP SEISMIC DESIGN CATEGORY B BUILDING CATEGORY (TABLE 1604.5) I SITE CLASS D 1138 PSI #B23 LIGHT FRAMED WALLS BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL SEISMIC -RESISTING SYSTEM PANELS RATED FOR SHEAR 2100 PSI RESISTANCE OR STEEL SHEETS RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE SEISMIC DESIGN BASE SHEAR 200 LBS TYPICAL LUMBER SPECIFICATIONS - 2005 NDS SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO. 2 SPF 1313 PSI 2x4 NO. 1 SYP 1850 PSI 2x4 2100f MSR SPF 2100 PSI 2x6 NO. 2 SPF 1138 PSI 2x6 NO. 1 SYP 1650 PSI 2x6 2100f MSR SPF 2100 PSI 2X6 2400 MSR SYP 2400 PSI 2x8 NO. 1 SYP 1500 PSI 2x8 2400 MSR SYP 2400 PSI 2x10 NO. 1 SYP 1300 PSI 2x10 2400 MSR SYP 2400 PSI 2x12 NO. 1 SYP 1250 PSI 2x12 2250f MSR SYP 2250 PSI 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI 3 1/2"x15" GLU-LAM 1650 PSI 5 1/4"x 16 1 /2" GLU-LAM 2400 PSI 5 1/4"x`19 1/2" GLU-LAM 2400 PSI DESIGN AND EXPLANATORY NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER = 20 PSF c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER NON -TEMPORARY LOADS W/ APPROVAL FROM BUILDING OFFICIAL. 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER. 5.) ♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. BUILDING DESIGN CRITERIA BUILDING CODE DATE: 2010 NYBC USE GROUP LAMERE U CONSTRUCTION TYPE REVISED DA TE: VB FLOOR AREA ---- 720 SQ FT MEAN ROOF HEIGHT REVISED DA TE. 13.5 FT BUILDING CATEGORY I ROOF SNOW LOAD* 13 PSF GROUND SNOW LOAD 20 PSF MAX. DESIGN ELEVATION 1000 FT WIND SPEED (V3s) 120 MPH WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.18 BUILDING DESIGN CONDITION ENCLOSED \^)IND LOAD DESIGN r MAIN WINDFORCE RESISTING SYSTEM (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) (MAXIMUM VALUE SHOWN) ASCE ZONE 1 E 7 METHOD 2 16.23 PSF ZONE 2E -21.13 PSF ZONE 3E -14.42 PSF ZONE 4E -13.49 PSF ZONE 5E 13.35 PSF ZONE 6E -10.31 PSF ZONE 1 11.77 PSF ZONE 2 -14.71 PSF ZONE 3 -10.96 PSF ZONE 4 -10.06 PSF ZONE 5 9.80 PSF ZONE 6 -7.94 PSF COMPONENT & CLADDING WIND LOADS (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE ELEVATIONS) ZONE 1 11.49, -18.26 PSF ZONE 2 11.49, -31.78 PSF ZONE 3 11.49, -46.99 PSF ZONE 4 19.95, -21.64 PSF ZONE 5 19.95,-26.71 PSF * ROOF SNOW LOAD CALCULATIONS Ps = 0.7 x Ce x I x Pg x Ct x Cs Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR = 0.8 Pg = GROUND SNOW LOAD = 20 PSF Ct = THERMAL FACTOR = 1.2 Cs = ROOF SLOPE FACTOR = 0.94 Ps = 0.7x 1.0x0.8x20x 1.2x0.94= 12.6 PSF ELECTRICAL 114 S EECTIOM! RE0UaFIR EC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. DO NOT PROCE`D WITH FRAIL M UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN, PPROVED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED OLD TOM ZB SOUTHOL LANNING BOARD SOU LD TOWN TRUSTEE .Y.S. DEC APPROVED AS NOTED IMA s' .0-S.P.o # �y- /' BY NL%TIFY BUILDING DEPARTMENT AT N -1 a02 A ANI TG 4 PM FUR THE fff lLt.CX INC IVRPECTIONS'. L OUNDAT ION - TWO REQUIRED VOR POURED CONCRETE ;.,Ca • FRAMING. PLUMBING, `RAPPING, ELECTRICAL & CAULKING INSULATION W INAL - CONSTRUCTION & ELECTRICAL 1�,QST B� COMPLETE FOR C.O. SLI_ ONSTRUCTION BALL DEET TE �.EQUIREIOENT$ OF THE CODES OF KV1 YORK SuTE.. K,QT RE7O►rVME FM I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I A LICENSED/REGISTERED PROFESSI MICHAEL L McCORMICK, DATE: eZ- REG.#_ NNN M C �C) OFFICE: CUTCHOGUE, NY JOB NO. 128017505 Lo U ch a_ SO N o. 0 a_ w m OZ (a/ w \J Z O \J z DRAWN BY: MOSIER DATE: 5/l/2012 CHECKED BY: LAMERE DATE: 05/02/12 REVISED DA TE: ---- REVISED DATE: ---- REVISED DATE.' ---- REVISED DA TE. ---- SCALE.• AS NOTED SHEET NO. G1OFG1 N 04 Q\ o - T-10 1/2" 8'-0" 7'-10 1/2" N . I A I S5 29 -9 27-10 1/2" 6"R/ 1 © 16"R 04 1-116"R 1 ! 6' R o �r o C 16"R>– r- S6 ✓ F_ B :0 17-101/2"16"R 0 10 1/2" 1 _47-6'R 1 N 16"R>-}— – — O C O S6 — 5-10 1/2" 16"R 0 16"R 16"R _UR 16"R I 0 / FLI F, ;o 16"R 16"R I ;o D S7 1'-11" o = O 011 BUILDING COLUMN LOCATION DIMENSIONS r 0 0 COLUMN PLAN LEGEND ❑ - 3-2x6 LAMINATED COLUMN LOCATION El - 3068 9 -LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOOR(S), IN SWING, LEFT HINGE WITH LOCKSET A - (3) 3040 WINDOWS 1 0- (2) 10'-2" x 8'-1" OVERHEAD DOORS W/OPERATORS - 81 M BASE ANCHORS - 1" HEAVY DUTY THERMAX (COMPLETE BUILDING) PERIMETER SEAL PACKAGE - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS 16"R - 16" DIAMETER FOOTING WITH 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 1 1 7-10 1/2" I 8'-0" I 7-10 1/2" \ \ 0 o I ('7 Lo N COLUMN PLAN 2' 8' SCALE: 7. 4' 16' V-0" VENTED SIDEWALL OVERHANGS V-0" NON -VENTED ENDWALL OVERHANGS 29'-9" 22'-4 1/2" 14'-10 1/2" 7-4 1/2" E • ROUGH OPENING SCHEDULE UNIT SYMBOL FROM LEGEND WIDTH HEIGHT CHECKED BY.' 1 DATE.' 38 1/4" 811, 1 VERIFY VERIFY" OFFICE.' CUTCHOGUE, NY JOB NO. 128017505 La DRAWN BY. MOSIER DATE.' 5/l/2012 CHECKED BY.' LAM ERE DATE.' 05/02/12 REVISED DATE.' ---- REVISED DA TE. - REVISED DATE: ---- REVISED DATE.' ---- ew SCALE: AS NOTED SHEET NO. S 1 OF S9 20d R.S. NAIL THR( STRAP IN' (3) 1 1/2" R.S. NAILS THROUGH 60d R.S. NAI (1) #9X1" TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL AP 2x4 TRUSS TIE TO ENDWALL DETAIL 2x6 END BAY OVERHANG PURLIN HEADLOK .19"x6.0" FLATHEAD LAG SCREV (ICC -ES REPORT ESR -1078) 2x6 END BAYiPURLIN NOTCH DETAIL HEADLOK .19" x 6.0" FLATHEAD LAG SCREW (2) 20d R.S. NAILS IN OVERHANG FRAME 20 GA. GALVANIZED PURLIN CONNECTOR 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER X TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE o � - c 0 7'-10 1/2" 8'-0" T-10 1/2' c I I �JL3- NOTE: V-0" END OVERHANG SHOWN FASCIA 2x6 ,ND OVERHANG DETAIL (PURLIN CONNCTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCAL ' 1 1/2"y V-0" TRUSS/BRACING PLAN OVERHANG FRAME --/ \— 30'- 2x8 (NO.1 SYP) 2x6 OVERHANG NAILER END RAFTER ASSEMBLY (7) 20d R.S. NAILS I---) 3-2x6 CORNER COLUMN D ETA I L A SCALE: 1 1/2" = V-0" 30'- 2x8 (NO.1 SYP) END RAFTER ASSEMBLY TRUSS/BRACING PLAN LEGEND 1 - 30' 2090 S.C. TRUSSES @ 8'-0" O.C. 2 - 30' END RAFTER ASSEMBLY 3 - 2x4 TRUSS TIES @ 3'-9" O.C. a - 2x6 DIAGONAL END BRACES @ 7-6" O.C. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) O - 6PORCH END FRAMES 2' 8' SCALE: 1 ' 4' 16' ��,� , 1 4t, iST FL.00R 6-20d R.S. NAILS PER CONNECTION 2-2x6 END COLUMN EXTENSION OR UPRIGHT ASSEMBLY NAILED TO END RAFTER ASSEMBLY AS SHOWN AND TO EACH INTERSECTING WEB. FASTEN TO HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. DETAIL B SCALE: 1 1/2" = V-0" OFFICE.- CUTCHOGUE, NY JOB NO. 128017505 z 0 J O ZD O DRAWN BY.• MOSIER DATE. 5/l/2012 CHECKED BY LAMERE DATE. 05/02/12 REVISED DATE.' ---- REVISED DATE.' ---- REVISED DATE.- ---- REVISED DA TE.- ---- -OFfUE Ay 'o8283t� ��FESS! SCALE.* AS NOTED SHEET NO. S2 OF S9 6-3-0 CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & NAIL W/ 3-1/2" HDG R.S. GUN NAILS OR 16d R.S. NAILS WITHIN 4" OF ENDS & 6" O.C., STAGGERED SECTION A -A SCALE: 1 1/2" = V-0" 2X8 2x6 LIVE LOAD 20 PSF DEAD LOAD 6 PSF CEILING LOAD 2 PSF TOTAL LOAD 28 PSF LUMBER SPECIFICATION (2005 NDS for Wood Construction): Lower Chord -- No.1 K.D. - 19 Southern Pine Top Chord --- 2400f - 2.0E MSR Southern Pine Web Members -- No. 1 K.D. - 19 Southern Pine TRUSS PLATE SPECIFICATION (]CC Evaluation report No. 3080): ASTM A-653, Grade A 20 Ga. and 18 Ga. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1 114" along the center of the plate. 60d R.S. NAIL 4F / 0 0 29-9-0 A 30' S.C. 2090 TRUSS SCALE: 1/2"= 1'-0" 2k8TOp 121 4 1'-1 11/16" 2'-5 7/16" Web CHORD 2-3x5 PL. 2x6 LOWER CHORD 5x13 PL. 6'-10 1/2" 10 6' PORCH END FRAME SCALE: 1/2" = V-0" 2x4 PURLIN HEADLOK .19"x6.0" FLATHEAD LAG SCREW (ICC -ES REPORT ESR -1078) (1) #9x1" TRU-GRIP SCREW ON PEAK SIDE AND —� (2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 60D R.S. NAIL) SCALE: 1 1/2" = 1'-0" 0 (1) #9x1" TRU-GRIP SCREW ON PEAK SIDE AND -� (2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT 20 GA. GALVANIZED BEFORE FASTENING CLIPS PURLIN CONNECTOR 2x4 BUTTED PURLIN DETAIL (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = V-0" 3' WIDE (ZONE 2 & 3) TRUSS SPACING 8'-0" O.C. LIVE LOAD 20 PSF DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 24 PSF 20 GA. GALVANIZED PURLIN CONNECTOR 2x4 PURLINS @ 23" O.C. 3' WIDE (ZONE 2 & 3) 0- INDICATES PURLINS TO BE FASTENED w/HEADLOK .19" x 6.0" FLATHEAD LA( SCREW, ALL OTHER PURLINS TO BE FASTENED w/60d R.S. NAIL 30' WIDE BUILDING PURL -IN LAYOUT SCALE: 1/2" = V-0" OFFICE.' CUTCHOGUE, NY JOB NO. 128017505 DRAWN BY.• MOSIER DATE.' 5/1/2012 CHECKED BY: LAMERE DATE.' 05/02/12 REVISED DA TE.* ---- REVISED DATE.' ---- REVISED DA TE.* ---- REVISED DATE.' ----. Co CC X82.8 b \O�FESSIaZP��/ SCALE. AS NOTED SHEET NO. S3 OF S9 4E 3.0' WIDE (ZONES 2 & 3) 3.WIDE (ZONE 2 & 3) ■ 4 I 24.0' WIDE (ZONE 4) 3.0' WIDE 3.0' WIDE (ZONE 5) (ZONE 5) 7-0" 12'-0" 0 0 o O o i� o� I b co SOUTH ELEVATION -3.0' WIDE (ZONES 2 & 3) DESIGN AND EXPLANATORY NOTES 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. -3.0' WIDE (ZONES 2 & 3) T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 170 BASE TRIM } 18.0' WIDE (ZONE 4) 3.0' WIDE - 3.0' WIDE (ZONE 5) (ZONE 5) 5'-0" 14'-0" 5-0" 0 C? o O O o, _ I N (ZONE 3) (ZONE 2) (ZONE 3) ELEVATION -3.0' WIDE (ZONES 2 & 3) -� I 3.0' WIDE (ZONE 5) -3.0' WIDE (ZONES 2 & 3) VENT -A -RIDGE QQ T#1 77 & 178 18.0' WIDE (ZONE 4) 3.0' WIDE 3.0' WIDE (ZONE 5) (ZONE 5) 13'-0" 7'-6" 3'-6" 0 0 �o O o o I EAST ELEVATION N 5" O.G. GUTTERS 3.0' WIDE (ZONES 2 & 3) 24.0' WIDE (ZONE 4) NORTH ELEVATION T# 16 GABLE TRIM HI -RIB STEEL SIDING T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T# 170 BASE TRIM 3.0' WIDE (ZONE 5) 2' 8' SCALE: 1 ' 4' 16' OFFICE. CUTCHOGUE, NY JOB NO. 128017505 z C) J O D O V) ' o 0• 0 a_ w m O= Z Q/ w Z O CL L1 1 = V) w Lu QN W o z Q DRAWN BY. MOSIER DATE. 5/l/2012 CHECKED BY.' LAMERE DA TE.- 05/02/12 REVISED DATE., ---- REVISED DATE. ---- REVISED DATE.' ---- REVISED DATE. ---- N ,�P tiv A C9 0 I j( q • o82$3� C 4444 .c?� SCALE.' AS NOTED SHEET NO. S40FS9 0 FLUOROFLEXT- 2000 HI -RIB STEEL ©®2x4 PURLINS@ 23"' 0. C. — (NO. 2 SPF) 1" HEAVY DUTY THER�JIAX HEADLOK .19" x 6.0" FLATHEAD LAG SCREW 2x4 BEV. PURLIN WIRE MESH FILLER STRIP T# 178 2x6 BEV. FASCIA - 0 5" O.G. GUTTERS T# 144 & 146 FASCIA TRIM ---- @a D SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER ( 2 ) 1/2"x5 1/2" M. BOLTS & (4) 20d R.S. NAILS V HEAVY DUTY THERMAX FLUOROFLEXTM 1000 HI -RIB STEEL 10'-0" GRADE TO HEEL 4'-0" FILLER STRIP 18" LOWEST MEMBER CUT -OF FINISH GRADE 30' 2090 S.C. TRUSS 0 (2) ROWS 2x6 NAILERS (2100 MSR SPF) is 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T# 167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR)(0 FLUOROFLEX 1000 HI -RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINER iQ T# 170 BASE TRIM (1) ROW 2x8 TREATED SPLASHBOARD io 4" CONCRETE FLOOR* 81M BASE ANCHOR@ 4" MINIMUM COMPACTED GRANULAR BASE ® TRUSS IN COLUMN SADDLE LAMINATED COLUMN 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH 16"0 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTIONA SC -'AI P 1 /7" = 1'-n" DESIGN AND EXPLANATORY NOTES 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS STILT ISOMETRIC 3-2x6 LAMINATED COLUMN 22 NAILS 18J NAILS 40 1 NAILS TOTAL - EXTERIOR 3 -2x6 LAMINATED COLUMN 1 1 /4"xl 1 /4"x14 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3) .148"0 x 2" STAINLESS NAILS. (12 TOTAL NAILS PER COLUMN) 14 GA. CHANNEL WITH 114" PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT INSTALLATION 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGERED HOLE. 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. NAIL KEY 0.148" x 4" (20d) NAILS 0.131" x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2" = l'-0" OFFICE.' CUTCHOGUE, NY JOB NO. 128017505 0 U l N 0• o w m O= Z w V Z O Z 1 I 1 I 1 1 Z U 1— Lo LLj :eJ i— O O U � a/ o X (Z o \J a w= wcz w d V) 0 W 2 _J _J Z DRAWN BY.' MOSIER DATE.' 5/1/2012 CHECKED BY: LAMERE DATE.' 05/02/12 REVISED DATE.' ---- REVISED DA TE.' ---- REVISED DA TE.' ---- REVISED DA TE. ---- co �Q� cc �\`PFzp 082 8 s`' Fc�� ti'�aFFss�a�a�` rJ SCALE: AS NOTED SHEET NO. S50F S9 2x4 BLOCKS T#le HI-RIB/SC i a 30'- 2x END R/ FLUOROFLEXTM 1 C 1" HEAVY I 16"QS ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: 1/2" = 1' 0.135" x 2 1/4" R.W. NAILS OR 16d R.S. NAILS (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE Z END BRACE STRAP W/ PRE -PUNCHED HOLES (BEND TO FIT) FASTENED W/ (3) 0.140 x 1 1/2" R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS 30' 2090 S.C. TRUSS 1" HEAVY DUTY THERMAX 2-2x6 UPRIGHT 2x6 NAILER 2x6 BLOCK 5/4x6 BLOCK RIPPED IN HALF T#124 T#129 2x2 BLOCK T#151 T#154 2x6 JAMB (BEYOND) (RIPPED TO 4") (3) 2x6 JAMB COLUMN (BEYOND) 2x6 TRACK BLOCK (BEYOND; BOTTOM 2' TREATED) OHD HEADER SECTION C SCALE: V= l'-0" STAINLESS STEEL PER STRAP ,......��MN 81M BASE ANCHOR FASTENING DETAIL SCALE: 1 1/2" = l'-0" BLOCK BOTTOM 'LOCK OFFICE.- CUTCHOGUE, NY JOB NO. 128017505 La Lo U ^ M L..c �O N 0. 0 a- w CIO OZ Z (v, l O a - CD z L1 1 l 1 1 z f— L.0 LJA 2!J O F- 0 U a/ o X O zm o W z Q N W CL N W S J z DRAWN BY.• MOSIER DA TE.* 5/1/2012 CHECKED BY. LAMERE DATE: 05/02/12 REVISED DATE., ---- REVISED DA TE: ---- REVISED DA TE.* ---- REVISED DATE. ---- r oF NAAEpv�,� NN I'a! co cc 082 P FESSI SCALE.- AS NOTED SHEET NO. S 6 OF S9 FLUOROFLEX 2000 HI -RIB STEEL 2x4 BEV. PURLIN 2x4 UPRIGHT EACH SIDE OF RAFTER 2x6 BEV. PURLIN T#177/178 W/INSIDE & OUTSIDE FILLER STRIPS 2x4 BEV. PURLIN 7/16" OSB SHEATHING & 15# ROOF]ING FELT 06' PORCH END (RAME Q 2x6 PURLINS 19" O.C. (NO. 2 SP ) (5) 20d R.S. NAILS 12 T# 178 4 2x6 BEV. FASCIA TT# 144/146 TRIMS 2x6 BLOCK 5" O.G. GUTTER SOFFIT T#39 COLUMN COVER 8'-7 5/16" 4'-0" 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2x6 BLOCK. ATTACH TO COLUN WITH (7) 16D R.S. NAILS, STAGG 2x4 BLOCK. ATTACH TO 2x6 BLC WITH (7) 16D R.S. NAILS. ATTACH END PORCH FRAME TC 2x4 BLOCK WITH (7) 16D R.S. NI 2x6 BLOCK FROM BOTTOM OF 2x10 HEADER TO TOP OF FIRST NAILER 2x4 SOFFIT SUPPORTS —' SOFFIT/HI-RIB CAP — 2xl0 HEADER (NO. 1 SYP) FASTENED W/(6) 20d R.S. NAILS ( 1 ) ROWS 2x6 NAILERS (2100 MSR SPF) 2x6 LAMINATED COLUMN -k-- 135/16" CUT OFF 6'-1 1/2" 16"0 ° 6" MESH 2x4 NAILER '° 30' 2090 S.C. TRUSS 6' PORCH SECTION D 2x4 BLOCK • • 8'-4 5/16" 218M (14 GA.) COLUMN STILT 8" THICK MINIMUM READY -MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READY -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2x4 BACKER ATTACH TO 2x6 BLOCK WITH (7) 16D R.S. NAILS. 7/16" OSB 2x6 BLOCK CUT TO FIT TIGHT BETWEEN NAILER AND HEADER TOE NAIL WITH (4) 16D R.S. NAILS. FASTEN 2x6 BLOCK TO 2x4 BACKER WITH (7) 16D R.S. NAILS, STAGGERED. 2x4 BLOCK. ATTACH TO 2x6 BLOCK WITH (7) 16D R.S. NAILS. ATTACH END PORCH FRAME TO 2x4 BLOCK WITH (7) 16D R.S. NAILS END PORCH FRAME HANGS 1/2" OVER EDGE OF PORCH CORNER COLUMN 7/16 OSB SHIM END PORCH FRAME PORCH ENDS ALONG BUILDING OFFICE: CUTCHOGUE, NY JOB NO. 128017505 1w U �t M 0_ co N of 0 M cz w m OZ r -l/ w V Z O o_ V Z DRAWN BY: MOSIER DATE: 5/l/2012 CHECKED BY: LAMERE DATE: 05/02/12 REVISED DATE. ---- REVISED DATE: ---- REVISED DATE: ---- REVISED DA TE: ---- �';� QF N�4 ! Q� ON hio co cc �FQAq 082 F 3'b SCALE: AS NOTED SHEET NO. S70F S9 OFFICE: CUTCHOGUE, NY JOB NO. 128017505 DRAWN BY. MOSIER DA TE, 5/1/2012 CHECKED BY: LAM ERE DATE. 05/02/12 REVISED DATE., ---- REVISED DA TE: ---- REVISED DATE: ---- REVISED DA TE: ---- SCALE: AS NOTED SHEET NO. S8OF S9 OFFICE: CUTCHOGUE, NY JOB NO. 128017505 L .o U� M N A 0 ^ M I.J—Qi w m O= Z r -J/ w Z V O a DRAWN BY.• ROOF STRUCTURE FASTENING SCHEDULE DATE: 5/l/2012 CHECKED BY: 20 1 VENT -A -RIDGE Tb BASE TRIM #9 x 1" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c. 2 RIDGE BASE TRI?; TO 2x4 PURLINS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 3 HI -RIB STEEL TO 2X4 PURLINS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 4 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1" TRU-GRIP SCREWS 5 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE 6 2x4 PURLINS TO RUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE 7 30' STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2" x 5 1/2" M.BOLTS & (4) 0.177" x 4" (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE 8 COLUMN STILT (114 GA.) TO COLUMN (12) 0.148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS 9 10 81 M BASE ANCHIOR TO COLUMN 2x8 SPLASHBOARD TO COLUMN I 0.177" x 2-1/2" STAINLESS STEEL NAILS (4) PER ANCHOR x 4" (20d) RING _.MANK GALVANIZED NAILSx 4?'(20d) RING SHANK GALVANIZEDA A A D CONNECTION 111 2x6 NOTCHED NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) NAILS @ ALL LOCATIONS 12 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 0.099" x 1-1/4" ASBESTOS SIDING NAILS 13 2x6 NAILER TO COLUMN (4) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ ALL LOCATIONS 14 -END RAFTER ASSLMbLY 10 2-2x6 EXTENSIONS (6) 0.177" x 4" (20d) RING SHANK NAILS 15 2x4 PURLIN TO END RAFTER ASSEMBLY (INTERIOR) 0.200" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE 16 2x4 PURLIN TO END RAFTER ASSEMBLY (EXTERIOR) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE 17 HI -RIB STEEL TO NAILERS #9 x 3" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 18 SOFFIT TO WALL INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB CAP 19 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE OFFICE: CUTCHOGUE, NY JOB NO. 128017505 L .o U� M N A 0 ^ M I.J—Qi w m O= Z r -J/ w Z V O a DRAWN BY.• PORCH FASTENING SCHEDULE DATE: 5/l/2012 CHECKED BY: 20 6' PORCH END FRAME TO PORCH COLUMN (5) 0.177" x 4" (20d) RING SHANK NAILS 21 2x6 PURLIN TO PORCH FRAME HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE -DRILLED HOLE OFFICE: CUTCHOGUE, NY JOB NO. 128017505 L .o U� M N A 0 ^ M I.J—Qi w m O= Z r -J/ w Z V O a DRAWN BY.• MOSIER DATE: 5/l/2012 CHECKED BY: LAMERE DATE.' 05/02/12 REVISED DA TE* ---- REVISED DATE: ---- REVISED DA TE: ---- REVISED DATE. ---- SCALE.• AS NOTED SHEET NO. S9 OF S9