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HomeMy WebLinkAbout36945-Z :r Town of Southold Annex 7/24/2012 o�SUFFoc,� y� P.O.Box 1179 54375 Main Road to 9 o ��4 Southold,New York 11971 of V; CERTIFICATE OF OCCUPANCY No: 35840 Date: 7/24/2012 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 620 Founders Path, Southold, SCTM#: 473889 See/Block/Lot: 64.-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/18/2012 pursuant to which Building Permit No. 36945 dated 1/26/2012 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: 18'X 26'accessory garage as applied for. The certificate is issued to Rasoli,Charles (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36945 4/20/12 PLUMBERS CERTIFICATION DATED 7` ' ed S' ature �SFF ��c TOWN OF SOUTHOLD BUILDING DEPARTMENT y Z TOWN CLERK'S OFFICE SOUTHOLD, NY 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#: 36945 Date: 1/26/2012 Permission is hereby granted to: Rasoli, Charles PO BOX 1689 Southold, NY 11971 To: construct an 18' X 26' accessory garage as applied for At,premises located at: 620 Founders Path, Southold SCTM # 473889 Sec/Block/Lot# 64.-2-20 Pursuant to application dated 1/18/2012 and approved by the Building Inspector. To expire on 7/27/2013. Fees: CO -ACCESSORY BUILDING $50.00 ALTERATION OF ACCESSORY BUILDINGS $287.20 Total: $337.20 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 new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of i% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land 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$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 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: Old or Pre-existing Building_ (check one) Location of Property: House No. Stfeet Hamlet Owner or Owners of Property: , Suffolk County Tax Map No 1000, Section (")q. Block Lot Sufidivisioli Filed Map. Lot: Permit No. �145 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval:' Planning Board Approval: Request for: ' Tempora�ryy Certificate Final Certificate: (check one) Fee Sribmitted: $ J� Applicant Signature oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(ccD-town.southold.ny.us Southold,NY 11971-0959 r` �O ��y�4UNTY,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Charles Rosoli Address: 620 Founders Path City: Southold St: NY Zip: 11971 Building Permit#: 36945 Section: 64 Block:. 2 Lot: _ 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Glens Electric License No 4770-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only. Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt . 41 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 100a sub panel in detached garage, garage door open Notes: Inspector Signature: Date: April 20 2012 81-Cert Electrical Compliance Form.xls 36 OF SO(/T�,o� f �o • �o �Gf�cs a�. TOWN OF SOUTHOLD B DING DEPT. 765-180 � f INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ �INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .lc:n e REMARKS. l DATE INSPECTOR v� OfSOpr�, --- h� �l0 �ycoUHiY,N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 [ ] FRAMING/STRAPPING FIN T� [ ] FIREPLACE & CHIMNEY [ ] FIRE S T. INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �v� ATE INSPECTOR .Allled D Igfi--16 utectiii4&EngPneer ng-Group;,RC:, July 13,2012 1VIr.Michael Varity LJ U Town of Southold Building Department Southold,Ny JUL 1 8. 2012 Re: Charles Rasoli Garage_ BLDG.DEPT. 620 Founders Path TOWN OF SOUTHOLD Southold,NY YMI Job B 128013508 ; Permit#36945 Dear Sirs: I am.writing to-confirm,and advise that the building footings for,the subject job,have been completed in•substantial compliance to my drawings dated 01-13-12-. Enclosed is a stamped copy of-the,truss that was.used. Please be further advised that I:have confirmed that the building footings referenced -above were installed-per my plans: Thank you. Yours roily, ALLIED DESIGN A&E GROUP,PC Ronald L. Sutton,P.E. President v •o 100 S.Pershing €. P.O.Box 110 f Morton,IL 61550 309.263.4105 i Page 1 of 1 Bunch, Connie From: Richter, Jamie Sent: Monday, July 23, 2012 11:23 AM To: Bunch, Connie Subject:.RE: Letter for Rasoli Hi Connie: I had spoken to Garry and told him that the Drainage for this site was OK with one exception. He was going to wait for the grass to mature and then issue the CO. He said he did not need a letter if everything was OK. Let me know if you need something else. Jamie James A. Richter Office of the Engineer Town of Southold, New York Jamie.richter(a_town.southold.ny.us Office: 631-765-1560 Cell: 631-926-9430 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. From: Bunch, Connie Sent: Monday, July 23, 2012 10:44 AM To: Richter, Jamie Subject: Letter for Rasoli Bill Kelly was in about Rasoli, 620 Founders Path, Southold and a letter you were going to give us that drainage was ok. When you get a chance can you send that over. He needs it for the Certificate of Occupancy. Thanks Connie 7/24/2012 FIELD REPORT DATE COMMENTS FOUNDATION(1ST) - . ch � FOUNDATION(2ND) n � C ROUGH FRA NQ& CY PLUMING N `b INSUL•ATION PER N.Y. H STATE ENERGY CODE LA • d ' d FINAL ADDITIONAL COMMENTS plea r O W � E� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-950-2 Survey SoutholdTownNorthFork.net PERMIT NO. q�,� Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 7�Ce,20� Storm-Water Assessment Form Contact: Approved I1>c 20_LL Mail to: Disapproved a/c Phone: :1(�2(m"r Expiration /120 E C E E Building Inspector D PLICATION FOR BUILDING PERMIT J A.N 17 2012 C. Date , 20 lZ BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. '•APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.. The applicant agrees to comply with'all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( ' na r of ficant or name,if a corporation) Po, 1480 .6 OLD Aw (Mailing address of applicant) ,6-.1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner`of premises C A�L_ j -�- - - Ll (As on the-tax roll or latest deed) If applicant is a corporation, signature of d horized officer (Name ' e of corporate officer) Builders License No. �- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �sb f_1 PA-7 I.AOU-TAOLD House Number Street Hamlet County Tax Map No. 1000 Section CA Block (AZ— Lot ?gE> 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 t" _ FA-6X-L.&4 b. Intended use and occupancy !TC,LF- &MzuA J e�ci � �/ 4gA0gIfi'%:r 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost"13 ODD Fee !�nits filing this application) 5. If dwelling, number of dwelling units er o welling 7=a7floor If garage, number of cars 6. If busin ss, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear D Height Number of Stories Dimensions of same struct erations or additions: Front Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front 1 Rear �g� Depths Height I4' (" `P"V�-- Number of Stories O - 9. Size of lot: Front 25D Rear D Depth i 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO')I, 13. Will lot be re-graded? YES NO ill excess fill be removed from premises? YES NO 14. Names of Owner of premises cA"kt2 WYJA.ddress Rfi Phone No. `746 ' I Name of Architect hu"e —Address t' Ly D(W FL. Phone No 77341''Wb Name of Contractor 0 .1J �a� iS Address �lJ7Gk1 U+� Phone No. P- d b y 15 a. Is this property within 100 feet of atidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B .REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property.lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. CONNIE D.BUNCH Notary Public,State of New Y0* STATE OF NEW YORK) No.01 BU6185050 Qualified in Suffolk County SS: Commloolon Expires April 14, COUNTY OF,AJ fY-- ) Wr AAA being duly sworn, deposes and says that (s)he is the applicant (Name of individuual_signing contract) above named, (S)He is the A (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application.; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be, performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public i of Applic nt � 'Town .of- Southold CIDErosion, Sedimentation & Siorm=Water Run-off ASSESSMENT FORM PROPERTY LOCATION:ON:. S.C.T:M.# P THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /coo -!. �Z ZO STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROl.•PLAN rsTi Ttr ct secp —6fock. Lot CERTIFIED BY A DESIGN PR0_FESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION HEM# / WORK ASSESSMENT Yes No a. What 1§the Total Area of the Project Parcels? (Include Total Area of all Parcels located within 'j Will this Project Retain All Storm•-Water Run-Off the Scopeof Work-for P t S.F Generated by a Two 2 Inch Rainfall on Site? .Proposed ( � ( ,F,f. ) (This item will Include-all run-off.created b. si'te b. What Is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for.the proposed construction activity? Improvements.apermanentd'the permanent creation of . 'SiteS' .impervious surfaces.) {SF.lAaes) . PROVIDE BRIEF PROJEcr DES�IgON (P-ta Am bow Pages as weeder!) 2 Does the Slte Plan and/or Survey Show All Proposed ,�-•• ,, � � ^� Drainage Structures indicating Size g Location?This Item shall inciude.all-Proposal Grade Changes and, — �� Slopes Controlling Surface Water Flow. •3 floes the Site Plan and/or Survey describe the erosion T' and sediment control.practices that will be used to control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require.any Land Fill(ng,Grading or Excavation where there Is a change to•the Natural Existing Grade Involving more than 200 Cubic Yards- of Material within any Parcel? Fj Will this Application Require Land Digturbing Activities Encompassing an Area in Excess of Five Thousand D (5,000'S.F.)Square Feet of Ground Surface?. -6 Is-here a Natural Water Course Running through•the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland.Or D Submission of a SWPPP`is required for all Construction activ)ties involving soil Beach? •disturbances of and(1)or more acres;including!dfsturbances of less ttian'one acre that are part of a largbr common plan that will ultimately disturb one orore acres of land; -7 Wilt there be Site preparation.on Exfs(ing Grade Slopes including Construct .m Construction activities involving sod disturbances of less than one(i)acre where which Exceed Fifteen(15)feet of Vertical Rise to the DEC has determined thata SPDES permit is required for storm water discharges. One Hundred(160')of Fiorizontal•Distance?' (SWPP.P's Shall meet.--the�Minimum Requirements of the.SPDES General Permit • 8 Will Driveways,PaWng Areas orother impervious for Storm Water Discharges from Construction acuvfty-Permit No.GP 0710=001. Surfaces be D Sloped to Direct Storm-Water RurrOff 1.The BWPPP shall be prepared prior to the submltal of the NOL The Not shall pe into and/or in the direction-of a Town ri ht-of-wa submlted to the Department pBorto lire commencement of constrdctrdn activity. 9 y? 2.The SWPPP shah describe the erosion andsediment.wntrol practices and where 9 Will this Project Require-the Placerrient•of.Materfal, required,posk=tructfon stor'water management practices that will be used and/or tRembval of Vegetation and/or the Construction of any conswded to reduce the pollutants In storm water discharges andto assure -item Within the Town-Right-of-Way or Road.Shoo''der compdancewith Ow terms and sondidoris of this permiL In addition,the SWPPP shad 'identify potential sources of pollution which may reasonably be expected to affect the Area?Imb @-111 NOT Inchrd.the I istallatlon oruNye Aprvns 1, El Y quality of storm water�dlscharges. NOTE. If Any Answer to Questions One through Nina is Answered with a Check Mark 3.A11 SWPPPslhat rbquire the.post-tonstrucdon storm watermanagement practice Ina Box and the epnstruction site dlstuibanceis bbtween 3,000 S.F.&1 Aqm in area, component shad be'prepared by a quarffed Design Professional Licensed In New York a Storm Water.•Grading,Drainage A Erasion Controf°Plan is Required by the Town of that Is knorMedgeable in the prfpclples and practices bf Storm Water Management Southold and Mu�'tbo Submitted forReview Prior to Issuance of Any.Boilding PermiL (NOTE A Check Mark(4)andlorArmw for each Questhn b Required for a Completo{1ppko tkn) STATE OF NEW YOM C ONNIE D. BUNCH- COUNTY OF.............................................SS Notary Public,State of Now York No.01 BU6185050 Qualified in Suffolk County/� 7fiat I ...........................................being duly sworn,deposes andf �f9t .................dmo o.......... a It c�r Pemut, . (Name of fndlvklual signing Document) - •. Andthat he/she is the ..........................................•l ;.............;..........................................,................................................. bwrtef.Contractors Agent,Corporate Officer;eta) Owner and/or representative of the Owner or Owners,and is duly authorized to ptuform or-have performed the said work and to make and file this application;that all statements Contained in this application are true to the best of•his knowledge and belief,and that the work will be performed in the manner set forth in the application filed herewith. Swom to before me this; ........... ..............................day o ....... .. ..... ..............,20.0- Notuy Public' t^�`p ...... .. .... .. ....................................... (Signalu � Applicant) .FORM - 06/10 C • �o�� . Uryol � 1 J �O VIP-C- 1� d ti Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road N � d P.O.Box 1179 O66ax 5 5 S Wn.SOU0Q5 nV us Southold,NY 11971-0959 Ulm BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: G�.� ��_S Date: Company Name: 45rP1 Name: � o License No.: 770 _ � Address: Phone No.: _�,S- �65 Srl JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: 34 Tax-Map District: 1000 Section:_/,,'� _ Block: y Lot: ZD *BRIEF DESCRIPTION OF WORK (Please Print Clearly) l� o (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In Final *Do-you need a Temp p Certificate: YES 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 .82=Request for inspection Form 'ire Nil 1 xvr t torized aredon WOW to the 1MB atxwfy is Is a vtdadon of selftn 7200 01 ttM HOW Yark Star { ` Coucafanla!N �� v C pMofMid rm*not bwIf tha land atanyon Mtlwd aal er {3 rrttbosard oral athaR ttel M o {) to be a%WW Vw QW. 1! Cuatatte"hits 4 lft(i0fl Nta only to on Pow fOf>lft"to Off WY { d7 is p(apwW.and on No bOW IN 00� V=H h ra IM ulafgai of ha bndtq bosWa►. avararttraa are not mw4ftbf to addidonal Inadtudorta of rrutseogt+M* owrws. 1 �\ 0 � t •--..yam f� � G 9�F 3 3 E) f Od`.Nrw YOil �es�ry�,• C'h�.9.�Gc� ,�i9�Li .�✓r•�wr� ,Q.c%Aa�s . T• Tnjt�ioOv-E,S/.p 2--�q 1 NOTES L O C OJFIF r� O r— T O — L7 O D 05L 9-4 4 SL 9-4-4 c M 110 1-3 0=-7 no 1-3-0 SL 5-3-13 4-0-.7 4-0-7 5-3-13 O p 5-0-9 8-10-8 12-8-7 17-9-0 o —+ 5-0-9 1 3-9-15 3-9-15 5-0-9 SL 9-4-4 9-4-4 1 8-10-8 17-9-0 8-10-8 1 8-10-8 #8.75x8.75- A 2.5x5\\ `r'`° 2.5x5// C E Tl T2 2 W1L 4-3-0 #1SG-MN18-11,25x17.511 W1R #18G-MN18-11.25x17.5i: A W2R F e V bra.=:-r - G W2L -_- ��_....-- K - - J El I -- .. ._. .__ II _.. -•-U #Sx6.25= #5x6.25= �- Vic.------------- i7-9=0-- l EPI 17-9-0 g �1YZ�4P�-.-0.zSQ=i----i-----•—�5=8 I 5=3= 4=5=8--•-----�i_y_-i--'! '1E S-'�12r9-7 6-2-15 11-6-1 15-11-9 17-9-C ��CY P-O /' a ,Ic Q • EXCEPT AS SHOWN ALL'PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR fJ 4 eSaaa�' Scala:0.434"-S Robbins Engineering, Inc./Online PlumTl Job Mark Quan Type Span Pl-Hl Left OH Right OH Single Drawing i 4090 .18 SC MN PLATE 022.1803 1 TR 170900 4 0 0 Robbins cnginaeiing,Inc.10ii5ne Plus-A 1990.2.UG Version 20.0.010 Single Ora Wing per Pago 2I242007 0:06:11 AM Pagel �1 (j j job Mark j Quan Type Span P1-31 Left OH Right Oil Engi�ieerin;; '4090 18 SC MN PLATE 0221803 i 1 TR 170900 4. 0 0 HO 1-3-8 HO 1-3••8 CII 8-10-8 I 8Y1J_8 #B.75x8.75= D - 41 � 1 C E T1 T2 18G-2�•I18-11.25x17.51i / W1L ` I#18G-MN18-11.25x17.511 4-3-0 A K1R W2R O - 7C -- y J.,.... 81 ..r.I t--------v 1`='I #Sx6.25= #5x6.25= ("'J w:508 WI:SOI8 R:4233 R:4233 BC 7-9-0 17-9-0- EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR ' Scale:0.309"=1' Robbins Engineering, lac./Online Plus" APPROX. TRUSS WEIGHT: 149.2 IFS ' J -D 0.14 900 T D -I 0.14 900 T NOTE: USER MODIFIED PLATES Online Plus -- Version 20.0.010 I -E 0.12 999 C This design may have plates. RUN DATE: 24-FEB-07 -----------Sliders------------ selected through a plate 4090SC-0221803 A -K 0.03 1121 C monitor. CSI -Size- ----Lumber---- H -F 0.03 1121 C Max comp. force 6190 Lbs TC 0.91 2x 6 SP-2401 Quality Control Factor. 1.00 BC 0.71 2x 6 SP-2401 TL Defl -0.29" in J -I L/702 WB 0.14 2x 4 SP-#1 LL Defl -0.26" is J -I L'/791 SL 0.03 2x12 SP-#1 Shear // Grain in K -C 0.99 Brace truss as follows: Plates for each ply each face_ ---_J O.C. From To PLATING CONFORMS TO TPI. TC 2- 0- 0 0- 0- 0 17- 9- 0 REPORTS: ICC-ES ER-2929 BC 7- 6- 0 0- 0- 0 17- 9- 0 Plate - MN20 20 Ga, Gross Area Plate - MN18 18 Ga, Gross Area `CV O o Loading Live Dead (psf) Plate - MT8H i8 Ga, Gross Area n1 _ TC 47.0 4.0 r� 00 w BC 0.0 2.0 it: Type Plt Size X Y JSI nl C/') Total 47.0 6.0 53.0 A# 1W18 11.2xl7.513.7 1.9 0.97 �J J o Spacing 108.0" C MN20 2.5x 5.0 Ctr Ctr 0.54 J m Lumber Duration Factor 1.15 D# MN20 8.8x 8.8 Ctr-0.1 0.89 o Plate Duration Factor 1.15 E MN20 2.5x 5.0 Ctr Ctr 0.54 TC Fb=1.00 Fc=1.00 Ft=1.00 F# MN18 11.2xl7.5-7.7 1.9 0.99 BC Fb=1.00 Fc=1.00 Ft=1.00 K MN20 3.8x 5.0 Ctr Ctr 0.93 J# MN20 5.0x 6.2 Ctr Ctr 0.69 r----� it React Uplft Size Req'd I# MN20 5.0x 6.2 Ctr Ctr 0.69 Lbs Lbs In-Sx In-Sx H MN20 3.8x 5.0 Ctr Ctr 0.93 B 4233 0 5- 8 3- 8 G 4233 0 5- 8 3- 8 # = Plate Monitor used grtryilYi i&df! Membr CSI P Lbs Axl-CSI-Brd REFER TO ROBBINS ENG. GENERAL or- N1F�k - o ---Top Chords---------- NOTES AND SYMBOLS SHEET FOR o ,� A -C 0.91 6190 C 0.11 0.80 ADDITIONAL SPECIFICATIONS. �y.r;� �L . O o C -D 0.68 5486 C 0.11 0.57 ,? �o•p� �/� D -E 0.68 5486 C 0.11 0.57 NOTES: E -F 0.91 6190 C 0.11 0.80 Trusses Manufactured by: r --------Bottom Chords--------- Morton Buildings, Inc. K -J 0.71 5727 T 0.31 0.40 Analysis Conforms To: J -I 0.49 4723 T 0.25 0.24 ANSI/TPI 95 S 02 I -H 0.71 5727 T 0.31 0.40 Prevent truss rotation at a1 -------------Webs------------- bearing locations. C -J 0.12 999 C I Rob_Y-s En;'needny,Irq;O':ine Plus-01950-2=S Ile-sior.21^.•T.0 E-i;`.ee(ng-7crtrak 224=79:0:11 AM Peac' l rOFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS BUILDING DESIGN CRITERIA JOB NO. BUILDING CODE NYBC 2010 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128013508 LAMINATED COLUMNS- NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A USE GROUP R-3 ACCESSORY CONSTRUCTION TYPE VB RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN t 6 g 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED FLOOR AREA SQ FT CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o MEAN ROOF HEIGHT 15 FT ! 1 COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. BUILDING CATEGORY 1 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, v6 SO MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 Q- N FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE ROOF SNOW LOAD* 13 PSF a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS =20 PSF ol (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN GROUND SNOW LOAD 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY Q- THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE WIND SPEED (V3S) 120 MPH STRUCTURAL MEMBER = 20 PSF m SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE WIND IMPORTANCE FACTOR 0.77 c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O Z COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH EXPOSURE CATEGORY B NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. r"V-100 Z CONCRETE (SEE PLANS). INTERNAL PRESSURE COEFFICIENT ±0.18 O 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING � BUILDING DESIGN CONDITION ENCLOSED UNDER THE DIRECTION OF THE LICENSED / REGISTERED ARCHITECT OR LICENSED/ TREATED LUMBER-- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE MAX DESIGN ELEVATION 1000 Ft REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR WIND LOAD DESIGN ASCE 7 METHOD 2 z S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT ZONE 1 E 16.23 PSF 5.) THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE - COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA ZONE 2E -21.13 PSF NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' LJLJ ZONE 3E -14.42 PSF SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 1 1 GUIDELINES AND STANDARDS. ZONE 4E -13.49 PSF Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY MAIN WINDFORCE RESISTING 'SYSTEM ZONE 5E 13.35 PSF (ALL FORCES ACT NORMAL THE SURFACE) ZONE 6E -10.31 PSF EL J 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. '. (FOR ZONES SEE MWFRS ON ELEVATIO<`JS PAGE) ZONE 1 11.77 PSF 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR (MAXIMUM VALUE SHOWN) ZONE 2 -14.71 PSF EARTHQUAKE DESIGN DATA TABLE ,.1. 1 1 BETTER. ZONE 3 -10.96 PSF 0.2 SEC SPECTRAL RESPONSE Q Z ZONE 4 -10.06 PSF ACCELERATION (Ss) 0'20g e;;;k;- ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS ZONE 5 9.80 PSF () 0 1::. 1.0 SEC SPECTRAL RESPONSE "'`'" . REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS ZONE 6 -7.94 PSF ACCELERATION (Si) 0.056g J CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ZONE 1 1 1.49,-18.26PSF SEISMIC DESIGN CATEGORY B ON � :a ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ZONE 2 1 1.49, -31.78PSF Q COMPONENT&CLADDING WIND)LOADS BUILDING CATEGORY (TABLE 1604.5) I (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 3 1 1.49, -46.99PSF SITE CLASS D = ( 1 O (FOR ZONES SEE ELEVATIONS) ZONE 4 1995,-2164PSF ( 1 �../ SO SIDING PANELS (KYNP.R 500/ HYLAR 5000) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH . . #B23 LIGHT FRAMED WALLS v AN ADDITIONAL BAKED-ON KYNAR 500/ HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ZONE 5 19.95,-26.71 PSF BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL 1 1 1 Z SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR �- ON EXTERIOR. RESISTANCE OR STEEL SHEETS 0 RESPONSE MODIFICATION FACTOR (R) 7 /` 1 :E ROOFING PANELS (FLUOROFLEX 2000 T14) -0.019"MIN. AZ55 GALVALUME WITH AN ADDITIONAL ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE p BAKED-ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500/ HYLAR 5000 TOPCOAT WITH A TOTAL * ROOF SNOW LOAD CALCULATIONS SEISMIC DESIGN BASE SHEAR 200 LBS MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. 0 Z Ps = 0.7xCexi:xPOxCtxCs � TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, Ce = SNOW EXPCSURE FACTOR = 1.0 a; RIDGES, CORNERS, BASE WINDOWS,AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. I = IMPORTANCE FACTOR =0.8 �J Pg = GROUND SINO`N LOAD= 20 PSF 0 Ct = THERMAL FACTOR = 1.2 APPROVED AS NOTED �/� z Cs = ROOF SLOPE FACTOR=0.94 1 1 1 h GUTTERS-5"K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/ HYLAR 5000 FINISH TO MATCH I B.P.# 3 �L/ Q TRIM, ON BOTH SIDES OF THE BUILDING. Ps = 0.7 x 1.0 x 01.8 x 20 x 1.2 x 0.94= 12.6 PSF DATE w o_ 2x4FK 10/09 FEE: Q 57 d-10 BY vi NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS 1. FOUNDATION -TWO REQUIRED FOR POURED CONCRETE } Q Z 2. ROUGH-FRAMING STRAPPING ELECTRICAL 8 CA' ' 3. INSULATION Y"r' Y 4 FINAL CONSTP!ICTICN MUST EE C' ,,,1N. .P C u ALL CONS-P�,'CTION SHALL "r DRAWN BY.• BRANDENBUR ALLI D IG REOUIRt fJIENTS DATE. 12/30/201 1 YORK STATE 'SOT _.Fc,� i:ESIGN OR(�CNS"F CHECKED BY.- LAMERE DATE.' 01/09/12 FRAWN,,,1 s. TYPICAL LUMBER SPECIFICATIONS -2005 NDS OF FO .'` ' ' '.'Y 4Jc� I . REVISED DATE: ---- SIZE DESCRIPTION BENDING VF4LUE Fb ' " ; 1 REVISED DATE.' ---- 2x4 NO.2 SPF 1313 PIS J REVISED DATE.' ---- 2x4 NO. 1 SYP 1850 P!SI SHEET INDEX 2x4 2100f MSR SPF 2100 P'SI REVISED DATE. ---- 2x6 NO.2 SPF 1 138 P'SI SHEET# DESCRIPTION 2x6 NO. 1 SYP 1650 P'SI I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x6 2100f MSR SPF 2100 P'SI THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYKk?t �°1t1°°°°fie S 1 OF S8 COLUMN PLAN 2X6 2400 MSR SYP 2400 PIS OF NEW LICENSED/REGISTERED PROFESSIONAL ENGIN S2 OF S8 TRUSS PLAN, END RAFTER CONNECTIONS &TRUSS TIE DETAILS 2x8 NO. 1 SYP 1500 P:SI O S3 OF S8 TRUSS DRAWING, PURLIN LAYOUT & PURLIN DETAILS 2x8 2400 MSR SYP 2400 P'SI L' �' � 2x10 NO. 1 SYP 1300 P'SI p. S4 OF S8 ELEVATIONS f 'O WALL SECTION A, STILT FOOTING DETAIL, COLUMN SPLICE 2x10 2400 MSR SYP 2400 PSI 1 Vz SS OF S8 DETAIL &TRUSS SADDLE ISO 2xl2 NO. 1 SYP 1250 PSI 'i&./6 51INIS. RONALD L.SUTTON, P.E. S6 OF S8 ENDWALL SECTION B &OHD SECTION C 2xl2 2250f MSR SYP 2250 PSI DATE:OI - 12, 17 -REG.# S7 OF S8 CUPOLA FASTENING &WINDBOURNE DEBRIS PROTECTION 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI ��e °' l"s`°- S8 OF S8 FASTENING SCHEDULE 3 1/2"x15" GLU-LAM 1650 PSI 5 1/4"x16 1/2" GLU-LAM 2400 P'SI • ` 5 1/4"x19 1/2" GLU-LAM 2400 PSI ELECTRICAL SCALE.'AS NOTED ' S P ACT IO E Ll l C- SHEET NO. GIOF Gl a OFFICE.' iv iv (� ( CUTCHOGUE, NY b JOB NO. v o, 128013508 1'-0"VENTED SIDEWALL OVERHANGS 6-10 1/2" �O 7-6" 7'-6" N 7'-6' N 6'-1 /2" 1'-0"NON-VENTED ENDWALL OVERHANGS I A I I I 1 04 S5 S6 o o v v 17,_9,� — — — — — —T6 17'-911 16"R ,16„R a 6"R 6"R a 6„R ❑ 6'R 16-10 1/2 _ m c � 1 1'-10 1/2" — � 6"R I S6 O Z o I 0 O I Q Q/ w 5-10 1/2" — —�- 6"R B I IL S6 �7 Z 16"R `9 6" 6"R' 6" 6"V 16"R 0'-10 1/2 0'-0" 1 "R 0'-01, 0/ — — 1 Lu 04 1 1 1 I I I I S6 o z 6'-10 1/2" 7-6" 7-6" 7-6" 6'-10 1/2" _ J 04 V) Lu COLUMN PLAN V) tom— = U U Lj_jz 0 = o U � rv-100 � X m rZ o V a. 0 LV 2 W H ROUGH OPENING SCHEDULE W S UNIT SYMBOL WIDTH HEIGHT FROM LEGEND 35 1/2" 23 1/2" Z Q 1 37 3/4" 81" COLUMN PLAN LEGEND eDRAWNBY.* BRANDENBUR • o - 3-2x6 LAMINATED COLUMN LOCATION w/4'-0" EMBEDMENT DATE. 12/30/2011 0 - 3020 HAYFIELD SLIDING WINDOW(S) WITH GRIDS BETWEEN GLASS CHECKED BY.• LAMERE 0 - 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKDOOR(S), DATE. 01/09/12 IN SWING, LEFT HINGE WITH CLOSER, LOCKSET . 16'-2"x 8'-1"OVERHEAD DOOR REVISED DATE: -- S) w/OPERATOR & REMOTES REVISED DATE -- - 81 M BASE ANCHORS -- - (4) 3065 SKYLITE(S) WITH VAPOR RETARDER (VERIFY LOCATION) REVISED DATE.• ---- - (1) 2'-6" X 2'-6" CUPOLA WITH "M" 30" WEATHERVANE NON-FUNCTIONAL REVISED DATE: ---- - 1/2"HEAVY DUTY THERMAX (ROOF ONLY) - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS PERIMETER SEAL PACKAGE ��OF 16"R- 16" DIAMETER FOOTING WITH 8"THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL � y • �p �• 'sG��'P� READY-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. •p • 9 1 p®®ee�essl © � _ 2' 8' - - SCALE: (SCALE.•AS NOTED 1' 4' 16' SHEET NO. S 1 OF S8 N N C14 N 3' OFFICE.- M CUTCHOGUE, NY o 'IT HEADLOK .19"x 6.0" FLATHEAD JOB NO. LAG SCREW 128013508 0 6'-10 1/2" 1 0 7'-6" 7'-6" N 7'-6" N 6'-10 1/2"M TRUSS LOCATION DIMENSIONS (2) 20d R.S. NAILS IN OVERHANG FRAME I I I I Q 2x4 BEV. PURLIN i It — TOE NAIL OVERHANG RAFTER ' ` TO OVERHANG NAILER WITH X� v A (1) 16d R.S. NAIL EACH SIDE N a s2 I 3 I � � � M - -� O O W --- ca B ............................ ....................... .. OVERHANG FRAME 18' 2x8 ( O 1 SY ) 2 O N P O S2 0............. ............................ ............................ ............................ ..............0.... .. I 2x6 OVERHANG NAILER RAFTER C) Z w ...................... ..................... I (7) 20d R.S. NAILS ( � O --- v = — —O O O 0 .......................0 .......................0 ........................0 ......................... I (INO.1 SYP) RAFTER V • Z 3-2x6 CORNER COLUMN 1 1 1 TRUSS/BRACING PLAN w DETAIL A Z TRUSS/BRACING PLAN LEGEND i • I SCALE: 1 1/2"= 1'-0" A I O ` R°h zv i - 18' 4090 S.C.TRUSSES @ 7-6"O.C. 5-20d R.S. NAILS :. 2 - 18' END RAFTER ASSEMBLY PER CONNECTION s -2x4 TRUSS TIES @ 3'-0"O.C. � Q .. a -2x6 DIAGONAL END BRACES @ 6-0"O.C. J e Oa 0 O (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 2x6 END COLUMN EXTENSION OR LL = ..;�.... UPRIGHT ASSEMBLY NAILED TO END RAFTER AS SHOWN AND TO EACH O INTERSECTING WEB. FASTEN TO HEADER Ny AND FRAMING MEMBER WITH (2) 16d R.S. Q_NAILS �--- INTO EACH END COLUMN ! 1 EXTENSION MEMBER OR UPRIGHT. f— Z O DETAIL B = 0 SCALE: 1 1/2"= V-0" U Q/ O ADDITIONAL 2x6 NAILER O � o 20d R.S. NAIL THROUGH STRAP INTO TIE - 1 1 1 1 1/2" R.S. NAILS THROUGH STRAP � h w y. 2' LONG END BRACE STRAP To Q y J (4) 2 1/4" R.W. NAILS R /2'' 1 1 1 g 60d R.S. NAIL u z V z ADDITIONAL 2x4 TRUSS TIE 1RU55 Rp Of 20 GA. GALVANIZED c�° o• PURLIN CONNECTOR ADDITIONAL 2x4 TRUSS TIE TO ENDWALL DETAIL e°�°`� ` DRAWNBY.• BRANDENBUR o• �� DATE.• 12/30/2011 / � o aP • �: a CHECKED BY.* LAMERE (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND DATE.*REVISED DATE. O1/09/12 01 (2) ON EAVE SIDE IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) REVISED DATE.• ---- REVISED DATE.• ---- 2x4 TRUSS TIE DETAIL REVISED DATE: --- �aes a®ar 0 r O p. ' r ` 1 eroeeete�` 2' 8' SCALE: SCALE.,AS NOTED 1 4 16 SHEET NO. S2 OF S8 roFFICE,• CUTCHOGUE, NY CENTER 2x4 (NO. 1 SYP) WEB STIFFENER ON TRUSS WEB & JOB NO. NAIL W/3-1/2"HDG R.S. GUN 128013508 NAILS OR 16d R.S. NAILS WITHIN 4"OF ENDS & 6"O.C.,STAGGERED TRUSS SPACING 7-6" O.C. LIVE LOAD 20 PSF SECTION A—A DEAD LOAD 4 PSF SCALE: 1 1/2"= V-0" CEILING LOAD - PSF o TOTAL LOAD 24 PSF 4 � c� a 4-3-0 6 �+ A A m A A O Z ui 2x6 ' 1�n O r ^ 0- V 17-9-0 Dz 18' S.C. 4090 TRUSS Lu SCALE: 1/2"= l'-0" lo J o ILLJ :Y z ci 60d R.S. NAIL li -j R3. a Lu .:.::;.. II �R�55 oy, OF 20 GA. GALVANIZED ® Q ORO o. PURLIN CONNECTOR = F— � ) G� U `o 2x4 PURLIN II /2' TOP I-JLJ II o• •, Z HEADLOK .19"x6.0" FLATHEAD LAG SCREW II , •` 0 �'— O (ICC-ES REPORT ESR-1078) = 0 F TRUSS 20 GA. GALVANIZED a (1) #9xl"TRU-GRIP SCREW ON PEAK SIDE AND U � O (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF RO o PURLIN CONNECTOR PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT x rOP CEO \ • BEFORE FASTENING CLIPS Z 2x4 BUTTED PURLIN DETAIL cry 0 (PURLIN CONNECTED WITH 60D R.S. NAIL) 1 1 1 N (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND SCALE: 1 1/2"= l'-0" Q tn (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF w PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS g 2x4 BUTTED PURLIN DETAIL —I (PURLIN CONNECTED WITH z Z 6"HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= V-0" 3' WIDE (ZONE 2 &3) DRAWN BY. BRANDENBUR DATE. 12/30/2011 CHECKED BY- LAMERE 2x4 PURLINS @ 22"O.C.• DATE: 01/09/12 & WIDE REVISED DATE.• ---- (ZONE 2 &3) NS c mo REVISED DATE.• ---- NO ENO ILP REVISED DATE. ---- sg I P REVISED DATE: ---- 0 - INDICATES - INDICATES PURLINS TO BE FASTENED � tN w/HEADLOK .19"x 6.0" FLATHEAD LAG �®®trey SCREW, ALL OTHER PURLINS TO BE ss.or 1VF�,6,�s� FASTENED w/60d R.S. NAIL ob °�. kph * •40 r- O .1' 18' WIDE BUILDING PURLIN LAYOUT cc z: SCALE: 1/2"= l'-0" SCALE.AS NOTED SHEET NO. S30F S8 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128013508 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. �O VERIFY ALL DOOR, WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. o `? �0 0 18'-3" °p 18'-3" (y) ! 1 (V 3.0'WIDE 3.0'WIDE a (ZONE 2&3) (ZONE 2) (ZONE 2&3) n � M (ZONE 1) 4 6Lu (ZONE 3) (ZONE 2) O (ZONE 3) 3 6E W 4E ! ^ z 2 V 20 5 1 v Z MWFRS iw : 1 Reference Z Corner • • r 30.5'WIDE (ZONE 4) 3.0'WIDE 3.0'WIDE �e O A. . (ZONE 5) (ZONE 5) 3 r-6-,� Q o - y. z o Ci o �O cry o W 3.0'WIDE (o 3.0'WIDE D w ( FL- (ZONES 2&3) NORTH ELEVATION (ZONES 2&3) o ,. U -� L1J 3.0'WIDE 3.0'WIDE (ZONE 2&3) (ZONE 2&3) F- 12 T#16 GABLE TRIM 12 = O � C_ QX Z = HI-RIB STEEL SIDING O m O T#21 CORNER TRIM Z O T#167 TRANSITION TRIM iL `r HI-RIB STEEL WAINSCOT Lu > T#167 BASE TRIM Liu 1 w Ll2.0 WIDE (ZONE 4) 12.0'WIDE(ZONE 4)3.0'WIDE 3.0'WIDE 3.0'WIDE 3.0'WIDE (ZONE 5) 0" 9'-0" (ZONE 5) (ZONE 5) (ZONE 5) —� � Q o q O o o O z O I 00 p0 r- WEST ELEVATION EAST ELEVATION DRAWNBY.• BRANDENBUR DATE., 12/30/2011 3.0'WIDE 3.0'WIDE CHECKED BY* LAMERE (ZONE 2&3) (ZONE 2) (ZONE 2&3) DATE.' 01/09/12 L,�, ENT-A-RIDGE FL 3) (ZONE 1) REVISED DATE.• (ZONE 2) ---- REVISED DATE. ---- 5"O.G. GUTTERS (ZONE 3) REVISED DATE.• ---- • •••••••• REVISED DATE. ---- HI-RIB STEEL SIDING OF A1F T#21 CORNER TRIMy L �G�O T#167 TRANSITION TRIM •p �t HI-RIB STEEL WAINSCOT 2. T#167 BASE TRIM �y ®an�ee I......... } r 5'WIDE (ZONE 4) } 0 l 1 z l 3.0'WIDE —1 l— 3.0'WIDE (ZONE 5) SO TH ELEVATION (ZONE 5) 2' 8' SCALE: SCALE.AS NOTED 1 4' 16' SHEET NO. S40F S8 OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. Qs ©2x4 PURLINS®FLUORRIB STEEL 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128013508 INS @ 22"O.C. (NO. 2 SPF) CONDITIONS MAY REQUIRE MODIFICATIONS. 1/2" HEAVY DUTY THERMAX INSULATION 2x4 BEV. PURLIN 2.) CONCRETE FLOOR NOTES: WIRE MESH 0 a. 3500 PSI, 5 1/2 BAG MIX CONCRETE FILLER STRIPS b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM r 1 • T#178 HEADLOK .19"x 6.0"FLATHEADNO TRUSS IN COLUMN DISTANCE OF 10' PLUS OVERHANG WIDTH Q_ N 2x6 BEV. FASCIA a LAG SCREW a SADDLE c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. 5"O.G. GUTTERS LAMINATED COLUMN UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING T#144 & 146 FASCIA TRIM 18'4090 S.C.TRUSS OO MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL iv SOFFIT - BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT O o HI-RIB/SOFFIT CAP d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS Z Q/ w Z 2x6 OVERHANG NAILER O ( 2 ) 1/2"x5 1/2"M. BOLTS & °- ( 4 ) 20d R.S. NAILS Z LjLj Liu 1 © KYNAR HI-RIB STEEL Z 3-2x6 LAMINATED COLUMN 1 1/4"xl 1/4"xl 4 GA.SUPPORT ANGLE J 3/1 6"x3/4"x30" H.R. FLAT STEEL FASTENED TO COLUMN AT EACH CORNER WITH 3 .148"O x 2" 12'-0" STAINLESS NAILS. (12 TOTAL NAILS Q fi._:., PER COLUMN) Z �'GRADE TO HEEL (3) ROWS 2x4 NAILERS (2100 MSR SPF) is 3�0 � L� N.Y. 3-2x6 LAMINATED COLUMN 14 GA. CHANNEL WITH 1/4" PLATED c RIVET TO SUPPORT ANGLE 2x2 VERTICAL BLOCKING UNDISTURBED SOIL W V AT COLUMN LOCATION J j T#167 TRANSITION TRIM O STILT INSTALLATION � N� FILLER STRIP 2x6 NOTCHED NAILER n. 0 KYNAR HI-RIB STEEL WAINSCOT = 1. INSTALL PRESSURE TREATED .o, ` ( 7/16"OSB PROTECTIVE LINER •: / �T#167 BASE TRIM LOWER COLUMN WITH STILT IN THE v `I 1 1/ J '. "'"' AUGERED HOLE. f— O (1) ROW 2x8 TREATED SPLASHBOARD io 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. (4) 0.177"x2.25"STAINLESS STEEL `': • .f.:-=' 18" LOWEST 6"CONCRETE FLOOR ANCHOR NAILS PER STRAP 3. BACKFILL AND COMPACT THE 0/ o MEMBER CUT-OFF BUILDING COLUMN ' ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL 81 M BASE ANCHOR 9Q X �� 4 • I C AUGURED FROM THE SITE. m STILT IS O M ET R - '�:41"�'• .�:5•iy'•'� •4's;Y; ' 81 N1 BASE ANCHOR z FINISH GRADE 4"MINIMUM COMPACTED GRANULAR BASE FASTENING DETAIL °- SCALE: 1 1/2"= V-0" Z W = cn 4'-0" w a- Q vi 1 1 1 g _J 218M (14 GA.) COLUMN STILT® -J 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH Z 16"Q3 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"t). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 5 r DRAWN BY.' BRANDENBUR lir S I D E W A L L S E C T I O N A DATE. 12/30/2011 -2x6 LAMINATE SCALE: 1/2"= V-0" 5, �4� COLUMN CHECKED BY.' LAMERE • 2 s� 22 I NAILS AILS DATE.• 01/09/12 N •• 40 1 NAILS TOTAL I REVISED DATE.' --- s�� \ REVISED DATE.' ---- �tSP o� REVISED DATE.' -- \ `o"¢S� / REVISED DATE: --- �® NEW . INTERIORGOD'S �G� •• ,A• k r * .0 0' = EXTERIOR 'r •0� .4b, 0.148"x 4" (20d) NAILS NAIL KEY 0.131"x 3 1/2"HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= V-0" SCALE.AS NOTED SHEET NO. S5 OF S8 OFFICE. HEADLOK .19"x 6.0" FLATHEAD 1/2" HEAVY DUTY THERMAX INSULATION CUTCHOGUE, NY LAG SCREW FLUOROFLEX HI-RIB STEEL JOB NO. 128013508 GABLE PURLIN FLASHING T#16 GABLE TRIM 2x4 PURLINS @ 22"O.C.QQ (4) 0.135"x 2 1/4" R.W. NAILS OR 1 bd R.S., NAILS 2x6 FASCIA /z�x_ SEE DETAIL T#194 TRIM i (1) 20d R.S. NAIL THROUGH STRAP o i & INTO BRACE 2x6 UPRIGHT SOFFIT i 2' END BRACE STRAP W/ PRE-PUNCHED 2x6 NAILER i HOLES (BEND TO FIT) FASTENED W/ 2x6 NAILER a_ HI-RIB/SOFFIT CAP TRIM // / i 2x6 BLOCK (3) 0.140 x 1 1/2"R.S. NAILS i FILLER STRIP Q18'-2x8 (NO.1 SYP) i i 2x10 NAILER RAFTER i i 2x6 DIAGONAL BRACING FASTENED T#124 w i TO COLUMN W/(4) 16d R.S. NAILS T#I' O 00 2x6 E.C.E. 18'4090 S.C.TRUSS 2x2 BLOCK O.H.D. Z KYNAR HI-RIB STEEL T#151 ALUMASEAL Z __ T#154 T#152 O ----- -- --- -- -- - -- - 2x3JAMB (BEYOND; - BOTTOM 2'TREATED) 8'-5" \� 2x4 TRUSS TIE (3) 2x6 JAMB COLUMN (BEYOND) GRADE TO BOTTOM 7 OF 2x6 BLOCK Z 2x6 TRACK BLOCK (BEYOND; Q� BOTTOM 2'TREATED) 1 1 1 1 1 1 OHD HEADER SECTION C z SCALE: 1"= F-0" J (3) ROWS 2x4 NAILERS (2100 MSR SPF) HEADLOK .19"x,6.0" FLATHEAD M. O °{T 3„ LAG SCREW A'; Y FLUOROFLEX HI-IRIS STEEL Qom, tuiis.;ayy.. UJ = ; Q N r = UNO U -� LJ_Jo _ o CSTART CREW: RST PANEL OF ROOFFROM BEV. FASCIA 0/ a X O _ V a. Q DETAIL# 1 NOTE TO CREW: t� Z_ 18" LOWEST START FIRST PANEL OF SIDE STEEL 9" 1 1 1 _ MEMBER CUT-OFF Q w , SCALE: 1 1/2"= 1'-0" FROM BUILDING SIDWALL CORNER w • •r d FINISH GRADE Lu T#154 2xl0 BLOCK (SET ON TOP152 OF 2x6 BLOCK FROM GRADE TO TOP —� 4'-0" 2x8 TREATED SPLASHBOARD) OF HEADER (BOTTOM 7 1/2"TO BE Z Q ALUMASEAL TREATED) T#151 2x2 JAMB T#1248iT#126 DRAWNBY: BRANDENBUR 5/4x6 BLOCK (HOLD BOTTOM NI, 71—. ' . 218M (14 GA.) COLUMN STILT C14i`' `'iis` c� AT 1/2"ABOVE CONCRETE FLOOR DATE: 12/30/2011 8"THICK MINIMUM READY-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH (3)12x6TLAMINATED COLUMN CHECKED BY: LAMERE 16"O ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"_+). DATE: 01/09/12 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 2x12 BLOCK SET ON TOP OF REVISED DATE.' ---- 2x8 TREATED SPLASHBOARD) T#21 CORNER TRIM REVISED DATE: ---- ENDWALL SECTION B 2x4 NAILER i 2x8 TREATED SPLASHBOARD REVISED DATE.• ---- SCALE: 1/2"= F-0" KYNAR HI-RIB STEEL 9 (BELOW) REVISED DATE: --- ®�011111Ki r�# v !� cc NOTE: ��°� ��. • • L. SG FILL 3 1/2"VOIDS WITH (2) 2x6 BLOCKS .0 �O & (1) 7/16"x5 1/2"OSB SHIM THAT ARE 12" LONG r aL �-'• AT MIDDLE, AND TOP (HOLD BOTTOM BLOCKS •' � (NON-TREATED) 1/2"ABOVE FLOOR HEIGHT) I P® B!lflf(f!� OHD JAMB DETAIL # 1 SCALE: 1 1/2"= l'-0" SCALE.'AS NOTED SHEET NO. S 6 OF S8 #8 x 3 1/2"WOOD SCREWS SPACED OFFICE:CUTCHOGUE, NY AS SHOWN ABOVE TO AVOID DOOR INSTALLATION SCREWS #8x3 1/2"WOOD SCREWS @ 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS JOB NO. 7/16"OSB PANEL INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO 128013508 ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. HEAD FLASHING UPOLA CAP a DOORJAMB 2 x4 ROUGH FRAMING 0_ N UPOLA ROOF @ o• WALK DOOR JAMB DETAIIL o- NOTE: m DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION O Z INSTRUCTIONS ONLY,AND ARE NOT PROVIDED OR INSTALLED BY MORTON Z ................................................................................................ BUILDINGS' INC. OR MORTON BUILDINGS' � O SUBCONTRACTORS AND ARE THE OWNERS 0- CUPOLA SIDE FRAME® ® RESPONSIBILITY. C I .......................................................................... v CUPOLA BASE FRAME-@ 7 I .......................................................................... T#167 Z /f........................................................................... 3/4"OSB CUPOLA SUPPORT @ I .......................................................................... CUPOLA BASE TRIM W C..........................................................................� w .......................................... 2x4 BEVELED BASE BLOCK 2x4 CUPOLA BLOCKS@ Ct OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR O uh, FLUOROFLEX HI-RIB STEEL 01 ` Y\ 2x4 PURLINS FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM .. Edo HEAD FLASHING — 7/16"OSB PANEL ci DOOR SLAB .r'< a WINDBOURNE DEBRIS PROTECTION - WALK DOOR w � O a rJ WALK DOOR SECTION =U U CENTERLINE OF CUPOLA LJLJ J O = 12" 12" 7/16"OSB PANEL O I _ � #8 x 3 1/2"WOOD SCREWS @ 10"O.C. v Q39 FRAMING CLIP @ FINNED WINDOW �/ o 2x4 PURLINS Q �r77, m V Q WINDOW JAMB FLASHING — 2x4 CUPOLA BLOCKS 2"x4"ROUGH FRAMING O FIN WINDOW JAMB DETAIL w N C-) ui W PEAK PURLIN � H #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS 1 1 1_! INTO THE 2"x4"ROUGH FRAMING. PRE-DRILL HOLES 10"O.C. IN WINDOW JAMB FLASHINGS TO TRUSS PEAK ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B.SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW Z FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. O.S.B.SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW ' FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. DRAWN BY.• BRANDENBUR DATE: 12/30/2011 HEAD FLASHING 7/16"OSB PANEL CHECKED BY: LAMERE HEIGHT OF\WINDOW DATE.• 01/09/12 +l FINNED WINDOW REVISED DATE.' ---- FIRST PURLIN REVISED DATE: ---- REVISED DATE.' ---- SILL FLASHING REVISED DATE:TRUSSOw 0�®®e�se►a�ecja� � WIDTH OF WINDOW ': �o • �'�SUT� �� • O 2'6 x 26 Cupola Non-Functional (2x4 Purlins) FIN WINDOW SECTION 1 son OI - l2 - t2 WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW SCALE.AS NOTED SHEET NO. S7 OF S8 OFFICE.• CUTCHOGUE, NY JOB NO. 128013508 0 10 n: � W m (DM � W � Z O ROOF STRUCTURE FASTENING SCHEDULEa. 1 VENT-A-RIDGE TO BASE TRIM #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. z 2 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) Q� 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.) 1 1 1 1 1 1 4 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS z 5 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 6 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK.19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE —j 7 18'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 Q^ : A S4 8 COLUMN STILT (14 GA.) TO COLUMN (12) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS O W 9 81 M BASE ANCHOR TO COLUMN 0.177"x 2-1/2"STAINLESS STEEL NAILS (4) PER ANCHOR —� 01 10 2x8 SPLASHBOARD TO COLUMN TI A x A CONNECTION Q 11 2x6 NOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) NAILS @ ALL LOCATIONS = ~— 8 U U %° 12 7/16"OSB TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS 1 1 1 =' 13 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK INAILS @ ALL LOCATIONS F— O 14 END RAFTER TO 2x6 END COLUMN EXTENSION (5) 0.177"x 4" (20d) RING SHANK NAILS = p 15 2x4 PURLIN TO END RAFTER (INTERIOR) 0.200"x 6" (60d) RING SHANK NAILS IhN PRE-DRILLED HOLE U 16 2x4 PURLIN TO END RAFTER (EXTERIOR) HEADLOK .19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 17 HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) Q 18 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOIFFIT/HI-RIB CAP Z 0 19 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE a- (SCREWED ROOF STEEL CUPOLA FASTENING) w 20 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS jAND LOCK WASHERSui 0 ui 21 CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS 22 CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL Lu 23 CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8"GUN NAILS @ 6"o.c. —� 24 OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x 3-1/2" (16d) RING SHANK NAIILS @ 8"o.c. Z Q 25 TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4"x 4-1/2" LAG SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0"o.c.) 26 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135"x 1-1/2" RING SHANK NAILS 27 FRAMING CLIPS TO PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135"x 1-1/2"RING SHANK NAILS IN TOP OF PURLIN DRAWN BY. BRANDENBUR 28 PRE-MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135"x 1-1/2" RING SHANK NAILS DATE. 12/30/2011 29 PRE-MADE PEAK BLOCK TO PEAK PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS CHECKED BY: LAMERE DATE.' 01/09/12 REVISED DATE. ---- REVISED DATE: ---- REVISED DATE: ---- REVISED DATE: ---- tK°�j16►pF �tkEw y0 • R A .pd f SCALE.AS NOTED SHEET NO. S8 OF S8