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06200751 Permit File CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/19/08 Parcel Number . . . . . 273-001900 Property Address . . . 6770 PERIMETER DR FR DUBLIN OH 43016 Subdivision Name . . . Legal Description . . . 6805 PERIMETER ROAD 13.35 AC RAIL VAN GLOBAL LOGISTICS OFFICE BUILDING Property Zoning . . . . PLANNED COMMERCE DISTRICT Owner . . . . . . . . . BDP PERIMETER LLC Contractor . . . . . . DICESARE COMPANY, THE 614 873-7337 Application number 06-00200751 000 000 Description of Work COM BUILDING NEW Construction type . . . 5B - UNPROTECTED COMB Occupancy type . . . . BUSINESS Flood Zone . . . . . . Special conditions . . PERIMETER PLACE SHELL BUILDING A2 Approved . . . . . . . it Official VOID UNLESS SIGNED BY ILDING OFFICIAL CITY OF DUBLIN Division of Building Standards • 5800 Shier Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 COMMERCIAL INSPECTION SIGN-OFF Project Name: Application No: O(o - 2bo'Zd5( Project Address: W1010 Y General Contractor: f Building Code: or--* op-C Use Group: Construction Type: Sewer Tap "Rough Sprinkler . 4 , Footing rl ~?L, Electric Service 11-C7 Foundation Steel Framing fa'' C' - - OK l d /3i~lG l-«L Foundation A//0 /_7L Piers Insulation Waterproofing Fireplace Electrical Underground Curb, Walk & Approach Plumbing Underground Above Ceiling Electric "*Sprinkler Underground Above Ceiling HVAC Pre-Slab "Above Ceiling Sprinkler Diamonds _ Above Ceiling Structural Structural Steel Final Electric Fireproofing Final Plumbing Masonry Wall Grout Final HVAC "Fire Alarm Rough Final Gas Piping Rough Electric - 2 3- t7 p I? _ LI-If L,6 S "Fire Prevention Rough Plumbing Zoning Final ((_TDj AM 7R.PW Rough HVAC Engineering Final 1443 Rough Gas Pip in Occupancy P g "Please call Washington Township Fire Department at 889-2347 to schedule these inspections. CITY OF DUBLIN Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016 Phone: (614) 410-4670 * Inspection Line: (614) 410-4680 DICESARE COMPANY, THE 9200 MEMORIAL DR. PLAIN CITY, OH 43064 July 09, 2007 RE: Building Permit Nearing 8aration Application Number: D04-0-01751 Address: tD PER-ER DR Project Description: 1? ERLYIETEPuPLACE SOLL Dear DICESARE COMPANY, THE: The Building Standards Division records indientethat the above-mentioned permit will expire on August 21, 2007 and that the project has not received a Final Inspection Approval. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Final Approval or Certificate of Occupancy. If the project has not been completed or simply lacks a final inspection, please call the Inspection Line (614-410-4680) to schedule the final inspections as soon as possible. If additional time is necessary to complete the project, we will be happy to extend the permit for another six months, if you contact this office prior to permit expiration. There will be a $20.00 fee due at that time. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, . Jeffrey Tyler Chief Building Official CITY OF DUBLIN 5800 Shier Rings Road 7 Division of Building Standards Dublin, Ohio 43016 COMMERCIAL BUILDING Telephone: 614-410-4670 PERMIT APPLICATION Inspection Line: 614-410-4680 Facsimile: 614-761-6566 PROJE T RMATION Address PE(R %.M,('.Tiaaz ProjectSg Ftg. JV Project Name e, r_ Estimated Cost of Construction t 1,20- Parcel Number PROPERTY OWNER INFORMATION Property Owner Name (Contact Person if owned by a Corporation) . 05"q" r7 GEks(~C Company Name ]dt* eQR I !METIFf , LtrG Address vile-( , W4111) City I.J State OA- - Zip D l'~ E Mail Tele hone (O l4 21 e7 TENANT INFORMATION (If Applicable) ~el, Contact Name_ Company Name Address City State ZIP Telephone Fax E-Mail ARCHITECT, ENGINEER, OR OTHER.D.ESIGN PROFESSIONAL INFORMATION Design Professional Name*kCI:IA• 0' kkt~P6 (QCV- Ohio Reg/Cert Number 5 Company Name MCWk:q&'c; ~W, MtL-*XF- Address City l0*hiUS State zip Ar Tele hon ~t F aC M-a _V E-Mail ~ GENERAL CONTRACTOR INFORMATION (Must be a City of Dublin Registered ntractor) Contact Name i) ic4, K~ Dublin Re istration # y5~1b& Company Name 91C 65'K" COINtRI-Q4 Address 1W " City t Cl State Zip 4 0(Ik Telephone 6 L F E-Mail AFFIDAVIT OF OWNER AUTHORIZATION FOR REPRESENTATION Note: This person will be contacted with all official correspondence. All signatures must be ORIGINAL. Owner's Representative 000 k • ?^E\~. Relationship to Project MU) K9G-t- Company Name AWWU; Position ~G - Telephone 6 Q- -14500 X040M L . 0 C.YeG~(please print), the owner and applicant, hereby authorize QQ0 to act as my representative and agent in all matters pertaining to the processing and approval of this application ncluding modifying the project, and I agree to be bound by all representations and agreements made by the designated aunt Signature of Property Owner. J~fk L'..A Date: S - 17• Drio ~L- ham- the Owner or the Owners Representative, have read and understand the contents of all 3 pages of this application. The information contained in this Application, attached exhibits and other information submitted is complete and in all respects true and correct, to the best of my knowledge and belief. Signature of Owner's Representative: _~\c Date: 51 ~7 f a f° P D Building Standards Division Use Only Date Received Building S7=ON -Application Number 1 COMMERCIAL BUILDING PERMrr APPLICATION Pape 1.(3 P.VASS%eLDGIFCRMS1Co M MARP.M2 F.-SOLD-NI D'-,rGVTY OF DUBLIN 'I CITY OF DUBLIN Division of Building Standards COMMERCIAL BUILDING PERMIT APPLICATION Project Name g~~i f't2 Permit Number PROJECT INFORMATION NOTE: The following information is to be completed by the Design Professional, registered in the State of Ohio, who was primarily responsible for the preparation of the construction documents. Scope of Project u~ ~CriC'1d 9,Ult.S71,04 '51AaL- TYPE OF WORK (Check all that apply) A. New Structure B. Addition Fire Wall Yes No C. Alteration Article 34 Yes No D. Change of Use Entire Structure Partial E. Change of Occupancy Entire Structure Partial Previous Use(s) Use Group(s) ANALYSIS OF NEW STRUCTURE, ADDITION, AND/OR AREA TO BE ALTERED A. Occupancy Description kwxx ~ Use Group(s) B. Mixed Use: Yes Non-separated =Separated Noe C. Type of construction D. Fire resistive construction Fire Test Design Numbers Exterior Walls 0 hr. Fire Walls 0 )k hr. Floor/Ceiling O hr. Columns/Bearing Wall O hr. Exit Enclosures u*- hr. Shafts Q)c hr. Corridors t).$c hr. Tenant Separation 0.1k hr. E. Floor Area/Floor Occupant Load/Floor Egress Capacity/Floor Number of Exits Basement, 1 st- 2nd 3rd 4th & above F. Allowable maximum floor area (first floor footprint) ql s Does the above include street frontage increase? Yes No Does the above include increase for sprinklers? Yes No G. Number of storle above rade Height 2 t'1~0~6~ Basement Yes[ No COMMERCIAL BUILDING PERMIT APPLICATION Page 2 of 3 P:IPASSABLDGVOR`dS%COMkUAPP.VVB2 For,-,J BLD-201 Date: 10/11!99 CITY OF DUBLIN Division of Building Standards COMMERCIAL BUILDING PERMIT APPLICATION H. Horizontal exits Yes No I. Limited sprinkler system Yes No J. Full automatic sprinkler system Yes No K. Standpipe system Yes No L. Smoke control/Removal system Yes No M. Unlimited area building Yes No N. Manual fire alarm Yes No 0. Auto fire alarm Yes No P. Handicap accessible route (exterior & interior) Yes No Q. Structural Loads: provide table of design loads with construction documents EXISTING STRUCTURE ANALYSIS V)-i'~ (Complete for all alteration or addition projects) A. Occupancy Description Use Group(s) B. Mixed Use: Yes Non-separated =Separated Nob C. Type of construction D. Floor Area/Floor Occupant Load/Floor Egress Capacity/Floor Number of Exits Basement 1st 2nd 3rd 4th & above E. Allowable maximum floor area (first floor footprint) Does the above include street frontage increase? YesB Noe Does the above include increase for sprinklers? Yes No F. Number of stories above grade Building Height Basement Yes= No= G. Horizontal exits Yes No H. Limited sprinkler system Yes No 1. Full automatic sprinkler system Yes No J. Standpipe system Yes No K. Smoke control/Removal system Yes No L. Unlimited area building Yes No M. Manual fire alarm Yes No N. Auto fire alarm Yes No 0. Handicap accessible route (exterior & interior) Yes No P. Structural Loads: provide table of design loads with construction documents , the Design Professional, have read and understand the contents of this application. The information contained in this application, attached exhibits and other information sub ' ed, is complete and in all respects true and correct, to the best of my knowledge and belief. Signature of Design Professional: Date: COMMERCIAL BUILDING PERMIT APPLICATION Page 3 0(3 P:IPASS~BLDG',PORMS',COMW PP.W32 F=V9 BLD-201 Date: 10111199 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00200751 Date 7/31/06 Revision number . . . . . . . 1 Property Address . . . . . . 6770 PERIMETER DR Parcel Number . . . . . . . . 273-001900 Alternate Address . . . . . . PERIMETER WEST OFFC PARK Tenant nbr, name . . . . . . A2 PERIMETER PLACE SHELL Application type description COM BUILDING NEW Property owner . . . . . . . BDP PERIMETER LLC Contractor . . . . . . . . . DICESARE COMPANY, THE Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . COMMERCIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 580.00 Plan Check Fee .00 Issue Date . . . . &_I_0~ Valuation . . . . 0 Expiration Date . . 1/27/07 Qty Unit Charge Per Extension BASE FEE 160.00 6.00 70.0000 THOU COM BLDG PLAN REVIEW 420.00 Permit . . . . . . LOW VOLTAGE ELECTRIC PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/27/07 Qty Unit Charge Per Extension BASE FEE 30.00 6.00 20.0000 THOU COM ELECTRIC LOW VOLTAGE 120.00 Other Fees . . . . . . . . . COM BLDG INSPECT NEW/ADD 640.00 COM CERTIFICATE OF OCC 120.00 SURCHARGE FEE - ELECTRIC 4.50 SURCHARGE FEE - BLDG 40.20 SEWER INSPECTION FEE 110.00 Fee summary Charged Paid Credited Due Permit Fee Total 730.00 .00 .00 730.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 914.70 .00 .00 914.70 Grand Total 1644.70 .00 .00 1644.70 This permit is granted on the express condition that said w2 shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ` CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 APPROVAL (Shell Only) THIS IS NOT A BUILDING PERMIT. IT IS A RECORD OF OUR REVIEW OF DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT. July 28, 2006 RE: PERIMETER PLACE, BUILDING A2 ADDRESS: 6770 Perimeter Drive APPLICANT: Don K. Meier, Architectural Alliance APPLICATION NO.: 06-200751 The plans dated June 30, 2006, for the captioned project have been reviewed for compliance with the provisions of the Ohio Building Code (2005) for the purpose of issuing an APPROVAL. The review was based upon the following criteria: Use Group: To Be Determined (likely B) Occupancy: To Be Determined Area: 6,057 Sq. Ft. Construction Type: VB Automatic Sprinkler: N/A Notes: N/A The architectural plans are sealed by Michael J. Fitzpatrick, Architect #4586, R. Jezerinac, Engineer #36512 and Jerald E. Hasbrouck, Engineer #42112, all to comply with the requirements of OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC Section 106.3.1. OBC 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the building official or the building official's designated representative. This APPROVAL does not preclude the acquisition of separate permits for plumbing, mechanical, sprinkler or electric. Permits and fees for these items must be obtained from the Building Division prior to the start of any work in these areas. T:\OFFICE\WP\DOCS\DOC\Approval 2006\06-200751 Perimeter Place, Bldg A2.doc PERIMETER PLACE, BUILDING A2, Applicant: Don K. Meier, Architectural Alliance Application No. 06-200751 July 28, 2006 Page 2 of 3 Item 1. Tenant fit-outs are to be submitted for approval with separate application numbers. The following items are required for code compliance, but are not necessarily covered in detail in the construction documents. This list is a reminder to the design professional and contractors of issues which are to be satisfactorily dealt with in the field. Item 1. OBC 109.2 Lot line markers required. Before any work is started in the construction of a building or an addition to a building to which the rules of the Board are applicable under Section 101.2, all boundary lines shall be clearly marked at their intersections with permanent markers or with markers which are offset at a distance which is of record with the owner. Item 2. OBC 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the building official or the building official's designated representative. Item 3. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 4. OBC 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The building official may waive this requirement in the instance of an emergency repair, or similar instance. Item 5. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This includes firestopping and draftstopping (Chapter 7 OBC), mechanical work; piping, ducts and systems (Chapter 3 OMC), structural members and connections (Chapter 16 OBC), and electrical work (Chapter 27 OBC). All systems and elements covered by code are to be inspected and approved before being covered. Item 6. OBC 1103.1 Where required. Buildings and structures, temporary or permanent, including their associated sites and facilities, shall be accessible to persons with physical disabilities. OBC 1103.2.1 Specific requirements. Accessibility is required in buildings and facilities, or portions thereof, to the extent indicated in ADAAG Section 4.1 and this chapter. Item 7. All electrical will comply with the requirements of Article 27 OBC and the National Electrical Code, NfiPA 70, OBC approved edition and is subject to the approval of the electrical field inspector. T:\OFFICE\WP\DOCS\DOC\Approval 2006\06-200751 Perimeter Place, Bldg A2.doc t PERIMETER PLACE, BUILDING A2, Applicant: Don K. Meier, Architectural Alliance Application No. 06-200751 July 28, 2006 Page 3 of 3 Item 8. The existing electrical conductors, if removed, abandoned, or altered, shall be accomplished to the electrical field inspector's approval. Electrical work found not to meet the code's standards shall be corrected to the electrical field inspector's approval. The attached letter from Washington Township Fire Department shall serve as a reference to the "Approval" letter from Martin Strayer, City of Dublin Plans Examiner. Unless otherwise noted, the "Approval" letter and the referenced letter shall serve as an approval from Jeffrey S. Tyler, Chief Building Official/Director of Building Standards. The start of construction indicates acceptance of all of the conditions listed above. This review does not preclude the necessity to conform with provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one signed copy of this addendum to the submitted plans. TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be appealed and the relief sought and a copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, hio 43016 Reviewed and Signed,. M to F. Strayer Jeffrey S. Tyler ommercial Plans er Chief Building Official ner or O is Representative Date Print Name a Tit a as Signed T: \OFF IC E\WP\DOCS\DOC\Approval 2006\06-200751 Perimeter Place, Bldg A2.doc • • WASHINGTON TOWNSHIP CpNNTIES pF, FIRE DEPARTMENT E-7 IV, 6200 Eiterman Road, P.O. Box 3248 PRA" Dublin, Ohio 43016 JUL 614-652-3920 • Fax 614-766-2507 2006 DATE: July 20, 2006 ~ TO: Jeffery S. Tyler, Director 01V Division of Building Standards City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 ATTN: Martin Strayer, Commercial Plan Reviewer RE: Washington Township's Fire Department Plan Review PROJECT: Perimeter Place Office - SHELL ONLY PERMIT 06-200751(1) LOCATION: 6770 Perimeter Drive Bldg "A2" RECEIVED: Jun 30, 2006 Mr. Strayer: We have reviewed the plans for the referenced project dated May 23, 2006 and revised Jun 29, 2006, submitted to the Division of Building Standards Jun 30, 2006, for matters of concern to the Washington Township Fire Department regarding rules of the 2005 Ohio Building Code (OBC) relating to fire prevention and the Dublin Fire Code(DFC) based upon the 2000 International Fire Code. We are able to recommend approval of the plans as submitted. Thank you for the opportunity to review the submission. Please feel free to call with any questions. W GTON TOWNSHIP FIRE DEPARTMENT ON, . 4y- - A~LXP Ray M. Hluphani, Architect/Plans Examiner Alan Perkins, CFPS (614) 488-4009 Fire Marshal MAPhm Reviews\Washmgton Township\Reviews 05-06\06200751(1) Ewpd Trustees Gene Bostic • Denise Franz King • Charles Kranstuber Fiscal Officer Joyce E. Robinson Chief Allan Woo CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 462-3865 (Franklin County) Application No. 0(0 o[ W l ~1 Dat ~p Pew ? Remodel ? Residential commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health. Job Address 6770 ?Eiztwkgis~ No. Subdivision/Project Name CF-' Lot No Owner's Name Telephone "87 3 '7927 Contractor's Name 4'1Aijlin4_ k-r4S/J`, ,-y~C-- Telephone Contractor's Address 2 23 5~ SCltw~ H16k+ ? ( Dublin Registration Number Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? 14164 What is the size of the main drain? L1. Of what materials do the vent pipes consist? P L Of what material does the house drain consist? pvc *INDICATE NAME OF CERTIFIED BACKFLOW TESTER v " INSTRUCTIONS This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 Number of remaining fixtures X $10.00 = $ Number of remaining fixtures X $12.00 = $3-6- Total Inspection Fee $ Total Inspection Fee 126-1 Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve Garbage Disposal Showers *Backflow Preventers Hot Water Heater Sterilizers Bath Tubs Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine Dilution Sump Outside Faucets Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL ~)~HOT WATER TANK REPLACEMENT FEE $35.00 Division of Building Standards N ~1CJ JVB Application Number . . . . . 06-00200751 Date 8/08/06 Revision number . . . . . . . 1 Property Address . . . . . . 6770 PERIMETER DR Parcel Number . . 273-001900 Alternate Address . . . . . . PERIMETER WEST OFFC PARK Tenant nbr, name . . . . . . A2 PERIMETER PLACE SHELL Application type description COM BUILDING NEW Property owner . . . . . . . BDP PERIMETER LLC Contractor . . . . . . . . . DICESARE COMPANY, THE Structure Information 000 000 Construction Type . . . . . 5B - UNPROTECTED COMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 96.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 60.00 3.00 12.0000 EA COM PLUMBING >1 FIXTURE 36.00 Fee summary Charged Paid Credited Due Permit Fee Total 96.00 .00 .00 96.00 Plan Check Total .00 .00 .00 .00 Grand Total 96.00 .00 .00 96.00 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date 3 -alo Application No. ' Za0 ~5 APPLICATION FOR ELECTRICAL PERMIT Job Address Col-70 140R4-miMise Parcel No. Subdivision Lot No. Owner Name ~f Telephone Contractor Name Telephone 1P~4 eel- 4736 Contractor Address Dublin Registration No. 8p/LF, O i0 3 ! Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) rr pp,,ll 3% State of Ohio Surcharge (commercial only) Total $ r . y JOB DESCRIPTION- HStou- 4 Kzt~S4iS 4 40,04k I-iZ €k tf A&MOTrf This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provision of said laws. Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00200751 Date 9/13/06 Revision number . . . . . . . 1 Property Address . . . . . . 6770 PERIMETER DR Parcel Number . . 273-001900 Alternate Address . . . . . . PERIMETER WEST OFFC PARK Tenant nbr, name . . . . . . A2 PERIMETER PLACE SHELL Application type description COM BUILDING NEW Property owner . . . . . . . BDP PERIMETER LLC Contractor . . . . . . . . . DICESARE COMPANY, THE Structure Information 000 000 Construction Type . . . . . 53 - UNPROTECTED COMB Occupancy Type . . . . . . BUSINESS Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 60.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/12/07 Qty Unit Charge Per Extension BASE FEE 60.00 Other Fees . . . . . . . . . SURCHARGE FEE - ELECTRIC 6.30 Fee summary Charged Paid Credited Due Permit Fee Total 60.00 .00 .00 60.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 6.30 4.50 .00 1.80 Grand Total 66.30 4.50 .00 61.80 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. FRANKLIN COUNTY BOARD OF HEALTH PLUMBING REVIEW TRANSMITTAL PLAN REVIEW FEE SCHEDULE: S~' tq ~Z3 ~2- 1- 5 FIXTURES 25.00 6 - 20 FIXTURES 35.00 NUMBER OF FIXTURES: 21 - 40 FIXTURES 65.00 2S 41 OR MORE FIXTURES , 100.00 AMOUNT DUE: DATE: 2?- C)~ JOB NAME: JLUA~1~- -R-&L KOS F- A ~ NEW ADDRESS: -~.Sb - 6 0 - 70 "g~Q,4,,K~ ~,e. ? REMODEL CITY: SIGNATURE: V PLANS SUBMITTED BY: 'DS~ 5-G cf- ST ADDRESS: CITY & ZIP: Co (5 PHONE C I- -2,1 G 3 PAID BY: m J APPROVED V~ CHECK ? DISAPPROVED COPY T0: ' INSPECTOR DATE: 2 r+srn~war~raxa t June 16, 2006 UNIFIED RESPONSE LETTER (URL) Mr. Dan K. Meier CITY OF DUBLIN_ Architectural Alliance Department of 165 North Fifth Street Development Columbus, OH 43215 5800 Shier-Rings Road Dublin, Ohio 43016-1236 Phone: 614.4104600 Re: Dublin Building Permit Application #06-200748-200753 Fax: 614-761.6506 Perimeter West Office Park Building A14 and B1-2 Web Site: www.dublin.oh.us Dear Mr. Meier: The City of Dublin's Review Services Team has completed review of materials submitted May 24, 2006, for your application for a Commercial Building Permit. At this time, the overall review status is disapproved and the building permit is denied. The outcome of each review is as follows: Ohio Building Code - disapproved (plan review letter attached) Dublin Fire Code - favorable (plan review letter attached) Zoning & Landscape Requirements- disapproved (plan review letter attached) Site Engineering Standards - disapproved Note the Building Plan Review Letter is not a Building Permit. Please provide a unified resubmittal responsive to the attached review letters consisting of four (4) updated and complete plan sets and the disapproved marked up check prints to the Dublin Building Permit Window, 5800 Shier-Rings Road. If we do not receive a written response within six months, the application will be invalid. I am available to handle general status and procedural questions. Technical questions pertaining to the plan review letters may be directed to the appropriate plan reviewers. Sincerely, r Steve A. Snyder, P.E. Review Services Coor mator SAS/df Attachments ; CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 CORRECTION REQUEST THIS IS NOT A BUILDING PERMIT. IT IS A RECORD OF OUR REVIEW OF DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT. June 12, 2006 RE: PERIMETER PLACE, BUILDING A2 6770 Perimeter Drive APPLICANT: Don K. Meier, Architectural Alliance APPLICATION NO: 06-200751 The plans are sealed by Michael J. Fitzpatrick, Architect #4586, R. Jezerinac, Engineer #36512 and Jerald E. Hasbrouck, Engineer #42112 all to comply with the requirements of the Ohio Building Code (2005). The review was based upon the following criteria. Use Group: To Be Determined (likely B) Occupancy: To Be Determined Area: 6,057 Sq. Ft. Construction Type: VB OBC 106.3 Examination of documents. The building official shall examine or cause to be examined the accompanying construction documents and shall ascertain by such examinations whether the construction indicated and described is in accordance with the requirements of this code. The construction documents, which have been submitted, do not allow the City of Dublin to issue a permit to begin construction. Substantial portions of the OBC have not been complied with, as indicated by the following items. The following item(s) shall be brought into full conformance with the OBC prior to the issuance of any partial or conditional plan approval. T:\OFFICE\WP\DOCS\DOC\Correction Request 2006\06-200751 Perimeter Place, Bldg A2.doc + PERIMETER PLACE, BUILDING A2, Don K. Meier, Architectural Alliance, Application No.: 06-200751 June 12, 2006 Page 2 of 3 Item 1. OBC 1203.2 Attic spaces. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof framing members shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. Blocking and bridging shall be arranged so as not to interfere with the movement of air. A minimum of 1 inch (25 mm) of airspace shall be provided between the insulation and the roof sheathing. The net free ventilating area shall not be less than 1/150 of the area of the space ventilated, with 50 percent of the required ventilating area provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. Exception: The minimum required net free ventilating area shall be 1/300 of the area of the space ventilated, provided a vapor retarder having a transmission rate not exceeding 1 perm in accordance with ASTM E 96 is installed on the warm side of the attic insulation and provided 50 percent of the required ventilating space to be ventilated at least 3 feet (914 mm) above eave or cornice vents, with the balance of the required ventilation provided by eave or cornice vents. The middle space seems more than adequate, while the end sections need more high ventilation. Item 2. OBC 1301.1.1 Criteria. Buildings shall be designed and constructed in accordance with the applicable provisions of the "International Energy Conservation Code" or the requirements of "ASHRAE 90.1" listed in Chapter 35 of this code. Provide calculations for the envelope. Show and dimension the 2" rigid insulation on the wall sections. Item 3. Provide an electrical panel and its location to support basic shell loads per NEC criteria. Item 4. Provide engineer sealed and approved truss drawings before installation. Item 5. Construction may not begin until the site design is approved. T:\OFFICE\WP\DOCS\DOC\CoiTection Request 2006\06-200751 Perimeter Place, Bldg A2.doc PERIMETER PLACE, BUILDING A2, Don K. Meier, Architectural Alliance, Application No.: 06-200751 June 12, 2006 Page 3 of 3 This review does not preclude the necessity to conform with provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. This review is based upon the information contained within the submitted drawings and related documents. Once corrections are made, submit four (4) complete sets of plans to the City of Dublin, Division of Building Standards. TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be appealed and the relief sought and a copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 Reviewed and Signed, &artuni F. rayer AIA Jeffrey S. Tyler Commercial Examiner Chief Building Official Signature - Architect, Engineer or Contractor Date (Optional) Print Name and Title as Signed T:\O F FIC E\WP\DOCS\DOC\Correcti oil Request 2006\06-200751 Perimeter Place, Bldg A2.doc NTIES WASHINGTON TOWNSHIP FIRE DEPARTMENT 6279 Shier Rings Road Y9Re'FRANK~~ J • Dublin, Ohio 43016-1294 W 614-652-3920 • Fax 614-766-2507 DATE: June 14, 2006 /I TO: Jeffery S. Tyler, Director Division of Building Standards i City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 - ATTN: Martin Strayer, Commercial Plan Reviewer RE: Washington Township's Fire Department Plan Review PROJECT: Perimeter Place Office - SHELL ONLY PERMIT 06-200751 LOCATION: 6770 Perimeter Drive - Bldg A2 RECEIVED: May 24, 2006 Mr. Strayer: We have reviewed the plans for the referenced project dated Mat 23, 2006, submitted to the Division of Building Standards May 24, 2006, for matters of concern to the Washington Township Fire Department regarding rules of the 2005 Ohio Building Code (OBC) relating to fire prevention and the Dublin Fire Code(DFC) based upon the 2000 International Fire Code. We are able to recommend approval of the plans as submitted with the following noted exception. Item 1. OBC 3310.2 Maintenance of exits. Required means of egress shall be maintained at all times during construction, demolition, remodeling or alterations and additions to any building. a. Provide exit signs complying with OBC 1011. Thank you for the opportunity to review the submission. Please feel free to call with any questions. WAS TON TOWN HIP FI:Examiner EPARTMENT Ray M. Harp am, Archite anAlan Perkins, CFPS (614) 488-4009 Fire Marshal MAPIan Reviews\Washington Township\Reviews 05-06 06-200751 fc.wpd Trustees Denise Franz King • Gene Bostic Kurt Proegler Clerk/Treasurer Joyce E. Robinson Chief Allan Woo June 15, 2006 Mr. Don Meier Architectural Alliance/Faris Planning & Design, LLC CITY OF DUBLIN. 165 N. Fifth Street Department of Columbus, OH 43215 Development 5800 Shier-Rings Road Re: Zoning Compliance Review Dublin, Ohio 43016-1236 Perimeter Place Architectural Plans Phone: 614.410-4600 6740-6790 Perimeter Drive Fax: 614-761-6506 Permit Application #06-200748 through #06-200753 Web Site: www.dublin.oh.us Dear Mr. Meier: Permit plan sets submitted on May 24, 2006, for the above referenced project has been reviewed for Zoning Compliance. The purpose of this letter is to itemize the revisions required for Zoning Plan Approval only. Please review the contents of this letter with all comments shown on the plan set marked "Z/E." Please return all plans and attachments marked "RETURN TO DUBLIN" with your resubmitted plans in order to expedite the building permit plan re,,iew process. Final approved site improvement plans will be required before building permits for the above-captioned buildings can be approved for zoning compliance. In addition to the required revisions to the site improvement plans the following changes will be needed: Cover Sheet • The approved zoning text requires the trash enclosure to be made of material(s) that are coordinated with the principal structure(s) on site. The enclosure detail must be revised to show the use of stone or brick to match the buildings. Sheet 4.1 Exterior Building Elevations • Revise the list of required finish materials as noted or provide a separate letter specifically listing the materials that will be used. • Please provide a cut sheet of the proposed decorative sconce (Item #16) • The optional doors shown at the sides of each building are not shown on the proposed Staking, Grading or Landscape Plans. These doors will not be approved unless the corresponding site drawings are revised to show the use of the optional doors. Please coordinate these revisions with any and all plan review comments identified by the Division of Building Standards or the Washington Township Fire. Department. Please do not hesitate to call me at 410-4664 if you have any questions about this review for Zoning Plan Approval. Sincerely, Dave Marshall Development Review Specialist DM/df S/Review Services/Dave/2006/Peri meter West Building 61506 H, EXISTING ONNECT TO ONE SET OF EXISTING PANEL A FEEDERS AND BOND NEUTRAL. (SEE EXISTING DRAWING) CONNECTED LOAD: 1.3 A VOLT. 120/ 208 10 3W MAIN : MLD RT 1" CONDUIT W/ 3 #6 THHN EXISTING TYP AMP CCT EXIT/NL 160 20 12 SPACE O NEW METER 120/208 10 1" CONDUIT W/ 3 #6 THHN CONNECT TO EXISTING WIRING. REMOVE THIS WIRE FROM EXISTING i NEW PANEL 120/208 10 SERVICE SWITCH. REMOVE 20A FUSE AT SERVICE SWITCH. RT MLD 2 CIRCUIT Screen All Servic. & Mechanical Unix i PER CITY CODE #4 BAR COPPER , GROUND CALL PLANNING DIVISION EXIST GROUNDING TO FOOTING aDd S GROUNG ROD lgGtd1ro Lm~r D~- 7 RISER DIAGRAM HASBROUCK ENGINEERING, INC. • Q• CONSULTING ENGINEERS 1080 KINGSMILL PARKWAY - SUITE 110 - COLUMBUS, OHIO 43229 * 614-888-3918 A 13 U K' SCALE. 3732" = 1'-0° DRAWN: dlh DRAWING NO. 21 : W APPROVED: o DATE: 09725707 JEH Boa: 2007199 ~i~ ' c~ ~G~ 6770 PERIMETER DRIVE S-1 a~ HOUSE ELECTRIC SERVICES The Di Cesare Company 9200 Memorial Dr. zX: Plain City, OH 43064 Phone (614) 873-7337 , Fax (614) 873-7013 Fax Cover To: ~1 ~ fV ~X f~jyJ)jYPls Fax Number: Number of Pages: (including cover) From: Joe D Re: CZ7D peR1mPT,,jr e Date: 7-)4~ 19,v de,,v,~q)am j2 1 p ~R T -dav751 hvs fe e- Tfl R r EXISTING ONNECT TO ONE SET OF EXISTING PANEL A FEEDERS AND BOND NEUTRAL. (SEE EXISTING DRAWING) CONNECTED LOAD: 1.3 A VOLT. 120/ 208 10 3W MAIN ; MLD RT 1" CONDUIT W/ 3 #6 THHN EXISTING TYP AMP CCT EXIT/NL 160 20 12 SPACE 0 - NEW METER 120/208 10 I 1" CONDUIT W/ 3 #6 THHN CONNECT TO EXISTING WIRING. REMOVE THIS WIRE FROM EXISTING - NEW PANEL 120/208 10 SERVICE SWITCH. REMOVE 20A FUSE AT SERVICE SWITCH. RT MLD 2 CIRCUIT Screen All Service Structures & Mechanical units ~ #4 BAR COPPER GROUND PER CITY CODE CALL PLANNING DIV;~`CN EXIST GROUNDING TO FOOTING GROUNG ROD 75~ RISER DIAGRAM HASBROUCK ENGINEERING, INC. CONSULTING ENGINEERS 1080 KINGSMILL PARKWAY - SUITE 110 - COLUMBUS, OHIO 43229 614-888-3918 2 W SCALE: 3/32" = 1'-0" DRAWN: dlh DRAWING NO. APPROVED: DATE: 09/25/07 JEH doe: 2007199 i AL 6770 PERIMETER DRIVE S-1 HOUSE ELECTRIC SERVICES ~IPY-24-2©©6 14.43 City of Dublin 6147616566 P.G CERTIFICATE OF ZONING PLAN APPROVAL O(o U u~5 7 APPLICATION # DATE ISSUED CITY OF DIAILIN.. COPY land use n loop tanpa ?lann lng 5900 SKaf-R''ngs Road DubOn, Ohic /'30161236 Foes/ rDD: 614-11I0-WO fox: A, 4-i 10-pq wet 511e:-A bGn.oh.uf NAME OF BUSINESS/ FACILITY (IF APPLICABLE) PG1(LtM'~~'`2 ~L~C ADDRESS OF SUBJECT PROPERTY r ntD Co- I NAME OF APPLICANT/ AUTHORIZED AGENT \ . PHON~~D `Q b6mLw C9 ADDRESS OF APPLICANT/ AUTHORIZED AGENT N~r NAh1EOFPROPERTYOWNI:R LL`v0` liw.v 1 PH PLEASE DESCRIBE IN LAYMAN'S TERMS THE EXISTING AND PROPOSED U5E(S) OF ALL PARTS OF THE ND AND/OR BUILDINGS. IF A CHANGE OF USE IS PROPOSED, PLEASE EXPLAIN. (IE, RETAIL SPACE TO MEDICAL OFFICE SPACE, ETC.) ~~e'01 d~ a'~..{ G~ 'C5lap6~ ?0zIyoC7CP PLEASE SUBMIT THE FOLLOWING: j~ ONE (1) ORIGINAL SIGNED APPLICATION ONE (1) COPY OF A SCALED SITE PLAN DRAWN IN INK indicating all current and proposed land uses, structures, and other site improvements. Additional documentation maybe required for various types of projects. Partial or incomplete applications and drawings cannot be processed and will be returned to the applicant by mail. APPLICANT SIGNATURE: DATE FOR OFFICE USE ONLY DATE CASE NUMBER D E I CASE NUMBER DATE CASE NUMBER G p bz~' ~ ~ 6 ~6 NOTES: Prior To Construction READ ALL PERMIT CONDITIONS AND;OR NOTES ON APPROVED PLANS ZONING INSPECTION REQUIRED UPON COMPLETION? MYES 13 NO If yes, please call 614-410-4680 to schedule an Inspectidn.) Certificate of Zoning Compliance will be issued after the, work is inspected and approved by Land Use and Long Range Planning. 0 APPROVED ,11PPROVED AS NOTED This Certificate of Zoning Plan Approval is issued for, and in re?"Wence to the property and use described above, and as approved by the CitY Administrator or designee, Or the City Council, Board of Zoning Appeals, Planning fig Zoning Commission, or the Architectural Review Board as appropriate. 0 DiS PROVED N BY. DATE: CERTIFICATE OF ZONING PLAN APPROVAL 000!2006 TOTAL P.02 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 APPROVAL (Shell Only) THIS IS NOT A BUILDING PERMIT. IT IS A RECORD OF OUR REVIEW OF DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT. July 28, 2006 RE: PERIMETER PLACE, BUILDING A2 ADDRESS: 6770 Perimeter Drive APPLICANT: Don K. Meier, Architectural Alliance APPLICATION NO.: 06-200751 The plans dated June 30, 2006, for the captioned project have been reviewed for compliance with the provisions of the Ohio Building Code (2005) for the purpose of issuing an APPROVAL. The review was based upon the following criteria: Use Group: To Be Determined (likely B) Occupancy: To Be Determined Area: 6,057 Sq. Ft. Construction Type: VB Automatic Sprinkler: N/A Notes: N/A The architectural plans are sealed by Michael J. Fitzpatrick, Architect #4586, R. Jezerinac, Engineer #36512 and Jerald E. Hasbrouck, Engineer #42112, all to comply with the requirements of OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC Section 106.3.1. OBC 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the building official or the building official's designated representative. This APPROVAL does not preclude the acquisition of separate permits for plumbing, mechanical, sprinkler or electric. Permits and fees for these items must be obtained from the Building Division prior to the start of any work in these areas. T:\OFFICE\WP\DOCS\DOC\Approval 2006\06-200751 Perimeter Place, Bldg A2.doc PERIMETER PLACE, BUILDING A2, Applicant: Don K. Meier, Architectural Alliance Application No. 06-200751 July 28, 2006 Page 2 of 3 Item 1. Tenant fit-outs are to be submitted for approval with separate application numbers. The following items are required for code compliance, but are not necessarily covered in detail in the construction documents. This list is a reminder to the design professional and contractors of issues which are to be satisfactorily dealt with in the field. Item 1. OBC 109.2 Lot line markers required. Before any work is started in the construction of a building or an addition to a building to which the rules of the Board are applicable under Section 10 1.2, all boundary lines shall be clearly marked at their intersections with permanent markers or with markers which are offset at a distance which is of record with the owner. Item 2. OBC 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the building official or the building official's designated representative. Item 3. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 4. OBC 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The building official may waive this requirement in the instance of an emergency repair, or similar instance. Item 5. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This includes firestopping and draftstopping (Chapter 7 OBC), mechanical work; piping, ducts and systems (Chapter 3 OMC), structural members and connections (Chapter 16 OBC), and electrical work (Chapter 27 OBC). All systems and elements covered by code are to be inspected and approved before being covered. Item 6. OBC 1103.1 Where required. Buildings and structures, temporary or permanent, including their associated sites and facilities, shall be accessible to persons with physical disabilities. OBC 1103.2.1 Specific requirements. Accessibility is required in buildings and facilities, or portions thereof, to the extent indicated in ADAAG Section 4.1 and this chapter. Item 7. All electrical will comply with the requirements of Article 27 OBC and the National Electrical Code, NfIPA 70, OBC approved edition and is subject to the approval of the electrical field inspector. TA0FFICE\WP\D0CS\D0C\Approval 2006\06-200751 Perimeter Place, Bldg A2.doc PERIMETER PLACE, BUILDING A2, Applicant: Don K. Meier, Architectural Alliance Application No. 06-200751 July 28, 2006 Page 3 of 3 Item 8. The existing electrical conductors, if removed, abandoned, or altered, shall be accomplished to the electrical field inspector's approval. Electrical work found not to meet the code's standards shall be corrected to the electrical field inspector's approval. The attached letter from Washington Township Fire Department shall serve as a reference to the "Approval" letter from Martin Strayer, City of Dublin Plans Examiner. Unless otherwise noted, the "Approval" letter and the referenced letter shall serve as an approval from Jeffrey S. Tyler, Chief Building Official/Director of Building Standards. The start of construction indicates acceptance of all of the conditions listed above. This review does not preclude the necessity to conform with provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one signed copy of this addendum to the submitted plans. TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be appealed and the relief sought and a copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 Reviewed and Signed M in F. Strayer Jeffrey S. Tyler ommercial Plans er Chief Building Official Owner or Owner's Representative Date Print Name and Title as Signed TAOFFICE\WP\DOCS\DOC\Approval 2006\06-200751 Perimeter Place, Bldg A2.doc UNTIES WASHINGTON TOWNSHIP FIRE DEPARTMENT ECEIV o 6200 Eiterman Road, P.O. Box 3248 Dublin, Ohio 43016 614-652-3920 Fax 614-766-2507 0 2006 DATE: July 20, 2006 C~ Y CF EIS TO: Jeffery S. Tyler, Director Division of Building Standards City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 ATTN: Martin Strayer, Commercial Plan Reviewer RE: Washington Township's Fire Department Plan Review PROJECT: Perimeter Place Office - SHELL ONLY PERMIT 06-200751(1) LOCATION: 6770 Perimeter Drive Bldg "A2" RECEIVED: Jun 30, 2006 Mr. Strayer: We have reviewed the plans for the referenced project dated May 23, 2006 and revised Jun 29, 2006, submitted to the Division of Building Standards Jun 30, 2006, for matters of concern to the Washington Township Fire Department regarding rules of the 2005 Ohio Building Code (OBC) relating to fire prevention and the Dublin Fire Code(DFC) based upon the 2000 International Fire Code. We are able to recommend approval of the plans as submittal. Thank you for the opportunity to review the submission. Please feel free to call with any questions. W GTON TOWNSHIP FIRE DEPARTMENT Ray M. ham, Architect/Plans Examiner Alan Perkins, CFPS (614) 4884009 Fire Marshal , MAPlanRevievvskW-W0-Towt**%-L-05- b M751<1>fwpa Trustees Gene Bostic • Denise Franz King • Charles Kranstuber Fiscal Officer Joyce E. Robinson Chief Allan Woo PLANNING AND ZONING COMMISSION RECORD OF ACTION APRIL 6, 2006 crry OF DUBLIN.. Land Use and Long Range Planning 5800 Shier-Rings Road Dublin, Ohio 43016.1136 Phone: 614.410.4600 fax: 614-410.4141 Web Site: www.dublin.oh.us The Planning and Zoning Commission took the following action at this meeting: 4. Final Development Plan 06-029FDP - Perimeter West PCD, Subarea 1- Perimeter West Office Park - 6730 to 6790 Perimeter Drive 1,900 feet Location: 5.45 acres located on the south side of Post Road, approximately west of Avery-Muirfield Drive. Existing Zoning: PCD, Planned Commerce District (Perimeter West plan). Request: Review and approval of a Final Development Plan under the PUD provisions of Section 153.053(E). Proposed Use: An office park consisting of two 8,888 square-foot and four 5,878 square-foot professional and medical office buildings with associated site improvements. Applicant: Perimeter West, LLC., 5747 Perimeter Drive, Suite 130, Dublin, Ohio 43017; represented by Don Meier, Architectural Alliance, 165 N. Fifth Street, Columbus, Ohio 43215. Staff Contact: Jennifer M. Rauch, Planner. Contact Information: (614) 410-4690/Email: jrauch@dublin.oh.us. MOTION: To approve this Final Development Plan because the plan is consistent with the PCD plan for Perimeter West PCD and the new planned district ordinance, the proposal • incorporates high-quality building materials and four-sided architecture, and the plan complies with the regulations and the intent of the rezoning, with eight conditions: 1) That the proposed vehicular use area lighting be modified to eliminate light/tree conflicts; subject to staff approval; 2) That the plans be revised to show the alignment of the access points to existing curb cuts located along the south side of Perimeter Drive; 3) That the applicant continue to work with staff on the concern of the impact their future development will have on the public roadway system; 4) That all utility connections and/or extensions meet or exceed the requirements and standards of the Engineering Division, the City of Columbus and the Ohio Environmental Protection Agency; 5) That the site stormwater management is in compliance with the current Stormwater Regulations, to the satisfaction of the City Engineer; 6) That the sign be revised to meet Code regarding the size, that the internal illumination be limited to the white copy, and the address numbers be relocated; subject to staff approval; Page 1 of 2 PLANNING AND ZONING COMMISSION RECORD OF ACTION APRIL 6, 2006 4. Final Development Plan 06-029FDP - Perimeter West PCD, Subarea 1 - Perimeter West Office Park - 6730 to 6790 Perimeter Drive (Continued) 7) That ponds and mounding along Post Road be reconfigured for a more naturalized character with the inclusion of public art or other focal points, subject to staff approval; and 8) That the cross access easement be relocated to the northwest corner of the site, subject to staff approval. * Don Meier, agreed to the above conditions. r VOTE: 5-1. RESULT: This Final Development Plan was approved. STAFF CERTIFICATION l i6inifer M. Rauch Planner Page 2 of 2 • Y Permit Number Envelope Compliance Certificate Checked By/Date 2001 IECC COMcheck-EZ Software Version 3.0 Release 2b Data filename: F:\AAFILES\Projects\A5117\comcheck\bldgAenvelope.cck Section 1: Project Information Project Naine: Perimeter Place Building Type A Designer/Contractor: Architectural Alliance Document Author: Don K. Meier Notes: Bldg shell only Section 2: General Information 4 Building Location (for weather data): Dublin (Franklin), Ohio Climate Zone: 12b Heating Degree Days (base 65 degrees F): 5719 Cooling Degree Days (base 65 degrees F): 786 Project Type: New Construction Window / Wall Ratio: 0.31 Building Type Floor Area Office 5878 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] ( 2. Windows, doors, and skylights certified as meeting leakage requiremen±s. [ ] 3. Component R-values & U-factors labeled as certified. Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rafter/Truss 5878 30.0 0.0 0.035 0.059 Exterior- Wall 1: Wood France, Any Spacing 3660 19.0 0.0 0.068 0.090 Window 1: Metal Frame with Thermal Break:Double Pane Tinted, SHGC 0.56 1042 0.630 0.599 Door 1: Glass, Clear, SHGC 0.51 84 0.920 0.599 Floor 1: Slab-On-Grade:Unheated, Horizontal 2 R. 332 10.0 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 4%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2001 IECC, Chapter 8, requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. Q~)~J %t.. I - (P ~ C) Principal Envelope Designer-Name Signature Date Jun 29 06 10:239 Melissa 614861-0156 P,2 48f29ia6 10:10 FAX 614 294 3131 LU/B UUU7'Ga a H W, D LUP"' LAMP POVA14t Fit , d'-. 900 t +N 13PF - SMALL•CLw-18-13, 1IF-: 9.57 8M41~-CLYV 18.2 X 15 8.5'• 4" 16DD 29MX HPF MEDIUNhGI]M•10-215W 1S S` 7~' 4.W ?840 2-law NPF MEDfUI~CLV~-1tl-?~6W t~S. 91' fib' . 38170 2-Z6W HPF [fir-erLW-18-z?sX _14` L-S 7SDO 27EX HPF LARGE-IOLW-18-227RX ' Mal. '3600' 1-270X HPF • ,rr Jet-,. + ~i `Y/ O !illM AMR POW%RFAP7 A>RN, 5f1N111'~i.A 13 15' 9,5" 11" x,00 i3W NFPF SMAi l-CW 18 ~BTBK 15` 9.S" 1fy 1600 ~6T3X HPF McDIUM-CL•A:-18.213W ` ' 16,5" 41' - - 12' ' '1600 -2-13W NPtr 1 MEDiVM•CLA-56,228W -3' 11' 12" 3600 2-2&W 'HPF } LARSE.Ctx.1~ 3?TB~N . 1 ~ 14' 1fi' 32b0 '429X -HPF a LARGE,CLA.18-4270. 10.5'; 14' 15" 8400 2-.4= HPF I H iLAMP pion •FAa'iOR ' D 14N, HANGING SMALL pL-H-18-95 1'S`. Poo 1'9W NPF t . NfgE Sfi+lA1LL GLM-1a x6TC2C l - 9:5" 1t36Q Wax j ME12lUly CLH-18-2f3W 11' . " 1600 19w NAF - . €~e~ui~-c~r~'ra,a~svv •~;1e:~` • u- - " - y~~ :~'-zsw '•t•~~. • - LAFt LH-.1~:LM-5Z3~'EI•~•.r19.S~' '-'~t -74>rN' ;42~%C ~PF c'-.: • GE 18-242TBX.¢' l 3$rlo ?2BX IV, -r!- - .Iff? a. cM :-'r,, . ~ :~9•W74~ r.e!Tr ~ ~•~~.-;L',%~ , ~Q>~ G~ I•°+-.~F''IC~ 'I -r~nAu~'~u?'1a•1~, r$'-s ~:Sl~ti'-) ~:~~",•=r'L :C--_~ Iv-• .'.IY!'F :6`~.%~V~ S.f~,, _.:i.. 'ff'a ~~EL•.~1+.18a6THXi,'4•;`4~'~ =:_&13'`.~~"-9!}QD- .r?$TBX. ~ + t~,,,. t !Z-4 -,n11~O1.~s;tPRaa,22~~11f+- :-rl~~ a >Ay1•!, - -"3dDQ i -r.f'~RlR _ {4 - _ • r• LP-18-•~~(,z~C c _-~?.~;L+ .,hIIfAF' •f,,j'~.' ~"•~,ya_.;r `irC`. ~ '"Lti 1'cw.'.., ?lY.~~ .t~,R~~•fKkP-.1~-YA2~9X• 1~~;~~ =-•'_~"aoA.~ .t?~?~. ~pl?~- I;;:,,. ,s Sr;~'•Y•. ' ~ [ .;f?: 1. - ' 'c'am"•V + ' _ ' C:jf - •'M1'cP e~ - ry_-. :.i:;,+~+ _ °.'ti .fS.~ ~y a rt-~ qtr-,' _ • _ + - •~'t,• '_1. ,.--._".:i'; -Ll-rf~ caJCra ~ntd~ ski mjA>4nw -q?IHq'a1 Ta FTAiP)RbTq Rb:PT 4LlGi7lF7.'9Gi Jun 29 06 0826a Melissa 614-861-0156 p.16 IF~ -4% r. J2L.,. .`lun 20 06 08:20a Meliaaa 014-001-0160 p.3 • Factory assembled emergency • Available with 5pectiron°seH- unitA.ED exit sign testing/self-diagnostic electrr.-.zs; • VV-stable thermoplastic housing • Long-life LED lamps ® - 15yebair style lighting heads 11right, even illumination • High-output halogen lamps - Single face and universal.moc-as • White or black finishes offered • Red and green letter models • Remote capacity and damp • Snap-in, chevron arrows location listed models aV211A iw End, ceiling or wnli mwrtiL ui EjO • 120277VAC, 60 Hz operation . Temperature range: 20•C `to. • Solid-State charger WF:to Mainlander-e free battery EDamp location modch. 1O'Cto,c*< A,. - Low-voltage disconnect (SD°F to i • Test switch and AC-On light ' ENERGYSTAR° compliant. O-W . S-vam cendhlnns Drndn~. r,l sw • UL 9241.isted • • • LT U R B D -AF suricn options Faces Z on 3 - Single Blank - Standard model U- Universal Single or Double a - Remote capacity model D -Damp location model Letter Cdar R- Red HoUSing G- Green Fnis#t Also available in blardc:a`L :s W - Mite L r tAR W3 e - Black Options .r suffix r rg number) i • I specunn self-testingfself-diagnostic electroniwl) FTSMKW Side mount field kit (white)m -D Unit supplied without lighting heads FTSAgKBc Side mount field kit (bfack)(~ -X Wall mount only optiono PML2'Ml 121/x' Pendant rnaunting kit (white) -FAP fire alarm panel interrace-10 PmLzra 12112" Pendant mounting kit (black) .FM Flasher moduieGjm WGLT Wire guard (Wall mount)- AF Audible/fiasher moduleO0~ WGLTGE Wire guard (Ceiling or end mount) -24K 2201240VAC, 5D160 Hz operation. VR52 Vandal reslstant shield(c) _SA 'SALIDA" stermil face LXTOS Indoor/outdoor remote lighting head - f1J Add-r•Specpnnyel~festfng~eff~J(agno icepfianwffiximmediamJy 6 Volt, 5Watt sealed-beam type lamp afiert modeInumber Example; L7URW31 (5J F73MKWandMk"field kr'rx arerequhedforMemounrfnganal; 0 Option e9mirurestheceilir?mountingand&aooclaked 11arp 11S0 far modern, A4xo"nodatesleffvdemounttin only y sNryre face ranCem mpCe[s wafrmounm(lapWkarloog NbtdVdUdD1e 8 for use withuruversareandemmodels (~J FOtIKtlWfrhWdllhrOs/htedunittonlyc P) Operates with 2d wlCACOrDC'Fre JWw panclx T (4) 4M4M.or-AF oatlommaynorbesArsirredtogether. (5) Avadabte wirh remote capacity (Q.VCC3) models only LXT05 Remate indoor/outdoor lighting head r f` DAL KITE Lit 1'l[Ztis . 1%': A"•n'±dr,,';lTi~~ti~rr1- Ykal";:~e.t~e{~Y l'r~~.t] > f-~. 9•I W1 ~'ucSP.~l11FCJfR.~~'.5-ryl ~srr~1%:kr-'L1r .v 'h~.'IL'°.T..'1~.h A C" . • '~I I TT/Z9 S19vd Sy Avt iNnW 36VS30 IG 6T0LcL8bT9 ZIr:60 900Z/6Z/90 _ _ _ _ _ 1 _J SHEET INDEX COVER INDEX OF DRA~yINGS, SCOPE OF WORK AND BUILDING DATA ® 2.1 FOUNDATION PLAN, DETAILS 3,1 FLOOR PLAN (SHELL) 3.2 ROOF PLAN 4.1 EXTERIOR ELEVATIONS 4.2 EXTERIOR ELEVATIONS BUILDING SECTION ININDO~y TYPES 5.1 WALL SECTIONS 5.2 WALL SECTIONS 7.1 ROOF FRAMING PLAN, DETAILS, NOTES t x ~IPANY BDB PERIMETER, LLC F.1 ELECTRICAL PLAN CONSULTING STRUCTURAL ENGINEERS ~ ; ; wF~ 2 1 4 6600 PERIMETER DRIWE (PROVIDED BY KEN-RAY ELECTRIC, INC.) k" . .l + , k~,y i f f ;,•~ra 7 DUBLIN, 0 H 10 43017 screen All Service Structures - ~ ,,~r 14 7 -7 7 4 7 TEL (614) 799-2100 ~ Mechanical units 47 1 4 1 22 ~.~_~..r_._ 14 4 F 14 76 1 4 71 FAX 614 799-2112 PER CITY CODE ( ) CALL PLANNING DIVISION & Associates Inc. toning Inspection Re uired CITY OF OUBUN, ONEO CALL PLANNING DIVISION q ZONING pIAN REVIEW APPROVED AS NOTED ~I Required b ~L ~ANNINr nlvlsinN V RICK CAP PIPE BOLLARD -REFER 10 1YP DEtAII. 5/COVER I(~I@(d; 41Njr 4,10*46&QI (~VILDIN~,DIVISIDN; 4404670, 8" CMU W HORIZ. REI , 1. CO TRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF MATERIAL / ~N61N~kRIN,G, DIVISIONI 4;40.4600; DISCREPANCIES FOUND ON THE DRAWINGS OR NY EXISTING CONDITONS EVERY 2ND. COURSE - ~5 I RLANNING. DIVISION; 4,40.46D0, r~;n ao~~srF~, a~o~a~ot FOU D 0 THE SITE HICH CONFLICT ITH CONDITIONS AS SHOWN IN THE ~ , . DOWEL, RUNNNG VERTICALLY N N W W S ~ 0 . ~ . 32" o/c GROUT cAVIrY soLID CONTRACT DOCUMENT. r-o' ' ' ~ 12'=0" ' ' 2. DRAWINGS ARE NOT TO 8E SCALED. DIMEN IONS INDICATED ON DRAWINGS ~ ~ " i DOME CAP TAKE PRECEDENCE. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER ~ . 4" FACE BRICK W/ TES ~ 16 0/C. • : ~ ~ ~ ~ , ' • ~ BRICK TO MA1CH BUILDING Briar Ta Construction SMALLER SCALE DRAWINGS. 3 ~ READ All PERMIT CONDITIONS ' CO R 3. SHOULD ANY DETAILED INSTRUCTIONS SHOW ON THE PLANS CONFLICT ANDlOR NOTES ON APPRnvF~~ w n~ WITH THE GENERAL NOTES, THE SPECIFICATION , OR WITH EACH OTHER, ~ ~ i I' THE STRICTEST PRO ISIO SHALL GO ER . ~ ' ~ • ~ ~ • ' • 1° . N _ ~ 6' DMA. CONC. FILED STL. I ~ ~ ~ BOLLARD. PAM1 ~ ~ SCOPE O F WORK ~ E SIO S TAKE FROM FACE OF STUDS UNLESS NOTED OTHERWISE. ~ ~ ~ ~ ~ - ~ ~ 4. ALL DI N N N 6 1NK. 3500 PSI IR- E 1RA ED CO lAB N M NC. m 7-°'° x ' ~ ~ .AND BUILDING DATA' • ~ _ 5. PROVIDE SOLID WOOD BLOCKING IN STUD WALLS AS REQUIRED TO SUPPORT ~ ~ ~ W/6 X 6 X 29/2 W.W.F. " S ISOLATION PAD (TYP.) :n All Service Structures . ~ ~ ~ ~ . • ~ 0 5° GRA U AR Ase I/2 EzPANsK~N Green All 3ervlc WALL-MOUNTED CABINETRY, COUNTERS, AND ALL OTHER COMPONENTRY. N N L - ~ , ~ ~oNr (TYPICAL) & I~'echanical Un chanical Units I/2~ E>cPANSION JOP~T SCOPE OF ~yORK : NEIN CONSTRUCTION TI F 75 ' ~ ' • t?r, ~ r !T1' CI~DE OFFICE BUILDING 6. ALL CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RA NG 0 _ 4 C CRETE SLAB ~ ClT1 CI~Dc . I-,--- Screet A!I S ~ OR LESS AND A SMOKE DEVELOPED RATING 0 450 OR LESS IN ACCORDANCE CO R ervice StrUCtllr C r ;'I t~l`I' . ~ ~ es ANP., .G DIV., WITH ASTM E84. ~ ~ N1ec anical U ' n~fis _ 'I_AN~IIi~iG DIUiSIDN ~ ~ ~ ~ ~ ° " . ~ Pty c,T cocE it oo° ow o o I I o ° o o~,o LOCATION :6250 PERIMETER PLACE . IIII-II 7. DOORS INDICATED ON THE PLAN SHALL BE LOCATED A MINIMUM OF 4 ~ d III=111„ I . ,4LL Pl NNIN ~a °o a . ' :6760 PERIMETER PLACE • FROM ADJACENT WALLS UNLESS NOTED OR DI ENSIONED OTHERWISE, OR AS N ~ 6 1NK. CONC. AP 0 G DIVISION o ~ ~ •IIG RE UIRED FOR HARD ARE INSTALLATION. ~ • ~ ~ • ~ REFER 10 CIVIL, D CS 12" CMU - ~ ~ ~ ~ _ :6770 PERIMETER PLACE Q W ~ ro I ~ I ~ :6780 PERIMETER PLACE . XI HARD ARE SHALL ALLO FOR EGRESS AT ALL TIMES ITHOUT THE USE ~ " . ' ~ " =1i1- m 8. E T W W W 10 I -0 C-0 =11rjJj . T u DUBLIN, OHIO 43017 OF SPECIAL KNOWLEDGE OR EFFORT. ~ 7-0""W X 12"DP ' ~ CONC. F1G. W/2 IR UC E AS E UIRE URI G °~~*y-'°~ L J I- I6"' DIA. CONC, CAISSON BUILDING CODE :OHIO BUILDING CODE, 2006 9. THE CONTRACTOR SHALL BRACE ENT E ST TUR R Q D D N 5 BARS CONTIN. T Y U TIL ~ HE STRUCTURE IS CO PLETE 2 # CONSTRUCTION TO MAINTAIN S ABILIT N M AND FUNCTIONING AS THE DESIGNED UNIT. CO R - - J HANDICAP ACCESS : ADA & ANSI A117.1 T ARCHITECT SHALL OT BE RESPO SIB E FOR THE MEA S ETHODS 10. HE N , M , TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR. 1 4" = 1 ~-0" I/2" = I'-0" 10 ~ TYP I PIPE BOLLARD SECTIOp$~~Y / o 11. THE CONTRACTOR WILL BE SOLELY AND C MPLETELY RESPONSIBLE FOR CO DITTO S OF THE JO8 SITE INCLUDING SAFES Y OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WO K. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED T NORMAL WORKING HOURS. ~aE~'& BORDER- GREEN BUILDING CODE A ALYS IS WHEN ON SITE, THE ARCHITECT IS RESPONSIB E FOR HIS/HER OWN SAFETY WNITE SYMBOI.ON BLUE BACKGROUND BUT HAS NO RESPONSIBILITY FOR THE SAFET OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE. FENALI~ BACKGROUf`p- WNITE 302,3 USE GROUP CI~SSIFICATION v~lci sRCnN 12' B, BUSINESS 12. CO TRACTOR TO RIFY ALL DI E SIO S D I FOR A11O IN THESE DRAWINGS, CONTRACTOR IS TO COMPLY WITH ~ LL EXISTING CONDITIONS, NIMuMDOF I-I/2' BAD. #250.00 As ~SERVFD 601.0 TYPE OF CONSTRUCTION INCLUDING BUILDINGS, SITE CONDITONS AND SOIL BEARING PRESSURE. ALL GALV. STL, GATE POS1 4" FACE BRICK TO MA1CH ADJACENT ESiABIJSHED BY ERRORS, OMISSIONS AND INCONSISTENCIES ARC TO BE REPORTED TO THE I X CEDAR BOARDS (Sr•41W ON GERMAN EASrON RE1All BUR.DNG - 4511C99 OF ~ ADDITIONAL SIGI~AGE (-0R yAN TYPE 5B ARCHITECT BEFORE PROCEEDING WITH THE WORK. FAILURE TO DO SO WILL GAIy. STL, FRAME REFER TO FINSH SCHEDU.E THE OHIO - ® ACCESSIBLE PAIRKNG 51AI.LS REVISED CODE RELEASE THE ARCHITECT & ENGINEERS FROM ESPONSIBILITY. LATCNNG DEVICE BRICK CAP 6 -8" A.F.G 13. .CONTRACTOR IS TO CO PLY TH ALL CO ES AND SAFETY REGULATIONS. • ---------~_•.____-~~r-__~ J T• BUILDING AREA (OUTSIDE OF FOUNDATION) = 6,032 SF 0 ~ PENALTY SIGN~IGE ~n 14. ALL FI ISHES TO BE CLASS "A". I - - I i r ~ n i ~ 10'-4'x4' TREATED WOOD I II II II I 15. MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT I II ii II II ~ I I P051 V~/ CNAIJ~ERE010P BUILDING AREA (OUTSIDE OF SHEATHING) = 5,878 SF T E JOB SITE. I II ~ III I I H GALV. STL. GATE POST II i II I I ARCHITECTURAL ALLIANCE PROJECT N0. A5117 ~i ~ - ` ~ 16. MAINTAIN A TELEPHONE WITH WORKING PHi~ONE LINE THROUGHOUT THE ~ I II I I I ~ PROGRESS OF THE WORK. ~ II II II ~ I ' II ~ I II FIWSNED GRADC'E _ I II ~ IIII ~ I i II i 17. PRIOR TO CLOSING ANY CEILING ALL MECHANICAL SYSTEMS (INCLUDING ~ _ _ HVAC, PLUMBING, AND ELECTRIC) SHALL BE I SPECTED AND, WHERE 0'-0° DATES ISSUED SEAL REQUIRED, TESTED BY THE LOCAL AUTHORITIE HAVING JURISDICTION ~~~-'~,'~';`''~'*;'',"~'~'y~''.'~'`~~`';r . ---r+-+r--------------------------~ GRADE PROPER I STALLATION A D 'FUNCTION. I I oa°~ I I I I I I TO INSURE THEIR N N o DROP PIN, CORE DRILL. C i II II II II II I ~„~,~~,vx,~,u,,,,y,~ I I I I (TYP.OF 2) I I I I I l l f----------------------------', 8" DIA, CONC. FTG. PRELIMINARY• MARCH 17, 2006 18. LIGHT FIXTURES SHOWN IN ACOUSTICAL C ILING TILE CEILINGS SHALL I I I I 12" DIA. X 36" DP. CONC. I I I I I I I I I BE LOCATED IN THE CENTER OF THE NEARES TILE, UNLESS DIMENSIONED ~`-J'`-ENCASEMENT ~~J, ~LJ}---------------------------J ' ~ BIDDING• MAY 12, 2006 OTHERWISE IN THE PLANS. PERMIT• MAY 12, 2006 ~ i 4'-#51 GRAVE;I CONSTRUCTION• ~ ~ 19. ALL ELECTRIC WORK SHALL BE COORDINATED WITH HVAC, PLUMBING, WOODWORK, FRAMING, ETC. ~ ~A" _ ~'_n" 1/4" = 1'-0" Rf:visinNS f 20. ALL WOOD EXPOSED TO THE ELEMENTS IS TO BE EXTERIOR GRADE. JUNE 29, 2006 r -PO HANDICAPPED PARKING SIG ,EN SCALE: : 1/2" = 1 '-0" r. ~ ~ 6" M , 2 2 x 6 STUDS 2 x 6 STUDS ® 16K D.C. ® 16" O.C. i x 16"»LG. ANCHOR ° pLYwOOD/os8 ~i'~ x 16""LG. ANCHOR ~I. 36 DIA. 36 DIA. TYP. np, EXTERIOR INTERIOR " BOLT ®46 O.C. W/ 3 HOOK ~ BOLT ~ 48 O.C. W/ 3 HOOK PLYWOOD/OSE PLYWOOD/OSB ~ r ~ I ISOLATION JL VENEER PER-- ISOLATION JOINT ISOLATION JOINT L®' 3 4" ~ DOOR VENEER PER ARCH. FUTURE CONC. SLAIB FUTURE CONC. SLAB N I t . . a ARCH. ~ ~ • CONC. SLAB FUTURE CONC. ON GRADE ON GRADE N I a . • ° ° ~ a ON GRADE SLAB ON GRADE EL. SEE PLAN d , ° GROUT COLLAR- GROUT COLLAR . • a ` '-'"-:-rx' EL SEE PLAN JOINT SOLID t JOINT SOLID EL SEE PLAN EL SEE PLAN ~ w C ° ~ • x-~x . , . ~ M '1. KJ_X iKJ_K ° ' ' CORNER BARS SAME ~ e . ~ ~a ' • • 2 N , SIZE AND SPA. AS , ; .1 , . a ~ HORIZ. BARS N a Y " 48 ° i, Y 36 DIA. ~ 36 DIA. ~4 ®16 6 6 o a = GROUT CORES 3 = TYP. < TYP. D o ? ° SOLID ~ REINF. SOLID OR GROUT-FILLED SOLID OR GROUT-FILLED ~ oz TYPICAL FUTURE SLAB ON GRADE ONSTRUCTION JOIM ~ I ' ' CMU CMU " .a ' ~ a 100 SOLID OR ~N • ' a GROUT FILLED BLOCK SAWED JOINT TO a' , a' ' A , W ~ a BE FILLED WITH 1/8 • a EL SEE PLAN JOINT FILLER j , , EL. SEE PLAN EL SEE PLAN ~ ) ~ A . aI t 4 ALTERNATE ENDS ~ ~ , . / EL SEE PLAN ° ~ • ~ . DOWELS TO BE ~ ••a: 'e ~ t • ' ~ i SAME SIZE & SPA. •d y • • ° SEE PLAN AS HORIZ BARS r • • I I • a. • r.~ 2 LAYERS OF REINF. 1 LAYER OF REIN . „ TYPICAL FUTURE SLAB ON GRADE CONTROL JOINT I 3 CLf 3" CLR. 3° CLR. ~ w SEE FTG. SCHED. SEE FTG. SCHED. a . ~ EX ON S SECTION CT N - S SECT ON 4 SECTION 5 3/4" = 1'-D" 3/4° = 1'-0" 3/4" = 1'-0" , " SrENERAL STRUCTURAL NOTES 102 -4 ~ Drawing Date i6'_4" '_B" 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS '-8° 38'-4° 4'-4" 11'-8" 4'-4° 38'-4" FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY i0 DETERMINE ? Preliminary ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS 'I COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER ® Bld 5112/06 SHORING, SHEETING, TEMPORARY BRACING, GUYS OR iIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER ~I PROVIDE ANCHOf>?S AT EACH COMPLETION OF THE PROJECT. ® Permit } 5112106 5 ~~0 5 ~~0 END OF SHEAR (WALL PER 2. IT IS SOLELY THE CONTRACTOR'S RESPONSI~iLITY TO FOLLOW ALL APPLICABLE SAFETY CODES ? Construction " 2.1 ~ ° 21 D~ DETAIL 3/7.1. SSE FRAMING AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 4 F ~ ~ 3 ~ 4 ~ ~ ~ ~ ~R~ PLAN ON SHEET 7.1 FOR ALL 3. MECHANICAL EQUIPMENT LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO i~ MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR Revisions ~ LOCA110NS (TYP..) SHALL OBTAIN APPROVAL OF MECHANICAL AND OTHER TRADES BEFORE PROCEEDING WITH 2.1 ~1 ~ 2.1 ~ 21 ~1 ~ SUCH PORTION OF THE WORK. EXCESS COST RELATED i0 VARIATION IN MECHANICAL Q Q ~ REQUIREMENTS TO BE 00RNE BY MECHANICAL CONTRACTOR. Q Q ~ ~ I I 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THE - I GENERAL STRUCTURAL NOTES, THE SPECIFICATIONS OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. 3Q 8Q 00 N \ 00 ~ ~ ~ 5. GOVERNING CODE: 2005 OHIO BUILDING CODE, Q Q ~ ~ 4 ~ ~0 0,1 ~ B. DESIGN LOADS: ~~Dc ROOF LIVE LOADS; 18 PSF Q5 Qp 2.1 ~ " ROOF SNOW LOADS: 11 5/8 01 - GROUND SNOW LOAD (Pg) 20 PSF ° - PITCHED ROOF SNOW LOAD (Pa) 15 PSF - UNBALANCED ROOF SNOW LOAD 5 PSF WINDWARD 0 ~ 28 PSF LEWARD) Seal I - SNOW EXPOSURE FACTOR (Ce) 1.0 ,1j11111111~~ - SNOW LOAD IMPORTANCE FACTOR (I) 1.D `~1 I~~ - THERMAL FACTOR (Ct) 1.1 QF O - - WIND LOADS; (IN ACCORDANCE WITH 1609) Q' y I~ ~ 1 11 5 8° - ti ~ / F - BASIC WIND SPEED 90 MPH ~ ~ / ~ 4 - WIND IMPORTANCE FACiDR 1.0 : Gj;' , E_~1~'. ~ ; d' -EXPOSURE CATEGORY EXPOSURE C rya E-+2~:a ~•t - INTERNAL PRESSURE COEFFICIENT 0.18 * : Es~ ~ '0 ~ UNtlOS E-SSOSY • ~C SEISMIC DESIGN DATA: ~ ~ ' W - SEISMIC USE GROUP I ~ ~ ~a ~;'~41 - Sda 0.187 ~ 0~ ~ _ -Sd1 0.108 ~i - SITE CLASS D ~~j - SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED WALLS W/ 1j1 ~ 1 , ~ O(~ - - WOOD SHEAR PANELS ~ ~e 11 5/B" - DESIGN BASE SHEAR: 8.7 (Kips) 4 i - ANALYSIS PROCEDURE: EQUIVALENT LATERAL +I FORCE 2.1 FUTURE STRUCTION. 1~ SPECIAL LOADS;- INTERIOR PARTITIONS: 5 PSF 4" CONC. SLAB ON GRADE ~J~ - HANDRAILS; 5D PLF V R " " TOP OF SLA~ EL 100'-D" 0 00 .W --6X6-W2, ' W2.9-WWF- - - - - - - • - - - 1 REINFORCED CONCRETE ~ ~ ~ p ~ iN O / t0 N n OVER 8 MIL OLYETH ENE N 1. MATERIALS: ( 1 w ~ FOQTING SCHEDULE ~ VAPOR BARRI R. w N N MARK SIZE REINFORCING ti~ F ¢ A. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI-301-99, "SPECIFICATIONS FOR M p t 21 STRUCTURAL CONCRETE FOR BUILDINGS'. ~ a B. STRUCTURAL CONCRETE; J N 0 ~ F18 1'-fi" WD. z 12" DP. (2) CONT. 11 5/8° CLASS LOCATION f'c pal J _ 'a ~ F24 2'-D" WD, z 12" DP. (3) ~ CONT. .I- • - - I FOOTINGS 3 , 000 ~ 2 ~ II FUTURE INTERIOR SLABS ON GRADE, AND ALL INTERIOR I,,,, 0 ~ CONCRETE NOT OTHERWISE IDENTIFIED 3,500 J w TYPICAL' FUTURE CONTROL/ ' III EXTERIOR SLABS ON GRADE, SITE CONCRETE, ly 4 CONSTR C110N JL AND ALL OTHER EXTERIOR CONCRETE NOT IL 2.1 SEE DE pIL 1/2.1. 11 5/BK l~`ti~` OTHERWISE IDENTIFIED 4,D00 (W/AIR) ~ IV BACKFILL BELOW FOOTINGS 1,50D FOUNDATION NOTES 1 ~ " C. ALL DEFORMED REINFORCING BARS: FY = 60,000 PSI. _ ~ s 1. DESIGN SOIL BEARING PRESSURE = 3000 PSF BASED ON GEOTECHNICP~L CONSULTANTS, INC. ~ " - - - - - - - - - - " - - - - - - - - - - T_- - - - - - - - - - - - - - o U ~ ~ o j 2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MANUAL, SP-15 ~ ~ GEOTECHNICAL EXPLORATION REPORT DATED 12/4/2002. PLACE NO CONCRETE PRIOR TO I INSPECTION AND APPROVAL OF BEARING SURFACES BY SOILS ENGINE R. o~ ~ IN THE FIELD OFFICE AT ALL TIMES. W ~ ~ 2. KEEP FOUNDATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKE ED 501E WITH CLASS IV 11 5/8" 3. CONTINGENCIES: ~ Z m ' rn CONCRETE. ~~b ~1 ~ 00 4 A, PROVIDE 1/2 TON OF REINFORCING BARS TO BE USED AS DIRECTED BY THE _ ~ ~ J 3. REFER TO DIVISION 2 SPECIFICATIONS FOR DEPTH OF DRAINAGE FI L AND PLACEMENT OF VAPOR BARRIER BELOW SLABS ON GRADE. ~V N N 2.1 B, PROVIDECLEANGCONCRETEC(CDLASSNIDV)NUNDERFFOUNDAi ONSQ OREACCIDENTAL OVER U 7 ~ EXCAVATION, SOFT SPOTS, AND TRENCHES. n/ ~ J ~ ~ 4. ELEVATIONS SHOWN ON FOOTINGS INDICATE ELEVATION AT TOP OF FQDTING. REFERENCE ELEVATION TOP OF CONCRETE SLAB ELEVATION AS NOTED ON PLANS. COORDINATE _ _ - _ _ 4, FOOTINGS: LJ.. ~ 0 ~ ' Q~-Umw ABSOLUTE ELEVATION OF TOP OF SLAB WITH SITE DRAWINGS. ¦ A, PROVIDE CORNER BARS AT WALL AND FOOTING CORNERS TO MATCH HORIZONTAL REINFORCING. MINIMUM LENGTH OF EACH LEG - 38 BAR DIAMETERS. , 5. FUTURE SLAB ON GRADE CONTROL JOINTS ARE TO BE SAWN INTO THE SLAB Ai A MAXIMUM SPACING ~ N OF 12'-0° ON CENTER IN EACH DIRECTION UNLESS SHOJM OTHERWIS~ IN PLAN. DISTANCE BETWEEN I 5. SPLICES: CONSTRUCTION JOINTS SHALL NOT EXCEED tOD FEET IN ANY DIRECTION. SEE SECTION 1/2.1 FOR DETAILS OF CONTROL/CONSTRUCTION JOINTS. ~ 4 oa Dc 4 4 ~`L~` a,1 2.1 N F'LT` ~ 2.1 B. STEP FOOTINGS AS REQUIRED SO THAT ALL UNDERGROUND PLUMBING ASSES COMPLETELY i~ 5 r 3 5 ~v 2.1 A, MINIMUM LAP FOR FOOTING REINFORCING ~ 38 DIAMETERS. ABOVE (NOT UNDER OR THROUGH) THE TOP OF FOOTING. COORDINAT ACTUAL LOCATION PROVIDE ANCHORS AT EACH 1 21 2.1 21 AND DEPTN OF ALL UTILITIES WITH PLUMBING AND/OR CIVIL DRAWI GS. END OF SHEAR WALL PER F'`~ B. CONSTRUCTION JOINTS: ;~zk A, CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS APPROVED BY THE 7. PROVIDE CORNER BARS AT ALL FOOTING INTERSECTIONS PER SECTIO 2/2.1. DETAIL 3 7.1. SEE FRAMING ``y STRUCTURAL ENGINEER. 8. SEE SECTION 3/2.1 FOR FUTURE INTERIOR TO EXTERIOR SLAB ON G ADE CONSTRUCT ION AT PLAN ON SHEET 1.1 FOR ALL '-41/2 11'-]" '-4 1/2 DOOR OPENINGS. LOCA110NS (TYP.) ~EAS4d6Y 9. SEE SHEET 2.1 i@ 7.1 FOR GENERAL STRUCTURAL NOTES. 38'-4° 2D'-4" 38'-4° ~$'-4" '-B" 1. MATERIALS: A. CONCRETE BLOCK: ASTM C90 (HOLLOW AND SOLID) B. MORTAR: TYPE 5, MINIMUM COMPRESSIVE STRENGTH: 1800 PSI JEZERWAC C. BOND BEAM AND CORE FILL: ASTM C478, COARSE TYPE Project Number D. JOINT REINFORCING: STANDARD DUR~WAL, MILL GALVANIZED FINISH ~ ~ ~~s 2. MISCELLANEOUS: ~ A5117 a rn A. FILL CORE SOLID AROUND ANCHOR BOLTS. do Associates, Inc. u~ B. HOLLOW MASONRY UNITS TD BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF PIERS, PROJECT ~ 061 SS.1 AND PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS, AND WHEN ADJACENT TO CELLS OR CAVITIES i0 BE REINFORCED OR FILLED WITH CONCRETE OR GROUT. SOLID Sheet Title ~ DESIGNED BY SNF 0 UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS. C. PROVIDE JOINT REINFORCING AT 18', EXCEPT AS NOTED, _ FOUNOAtION PLAN N n.n c) DRAWN BY l HU U. NKUVIUL AI'PKUF'KIAlL MASUNKT ANUMUKS Al ltl V.U MAX. IU Ilt MASUNKT IU ABUTTING VERTICAL STEEL AND CONCRETE SURFACES. AND DETAILS 04 zi CHECKED BY SRM E. PROVIDE SOLID BLOCKS OR SOLIDLY FILLED HOLLOW BLOCKS AT ALL EXPANSION ANCHOR LOCATIONS. C5 F. EXPANSION ANCHORS SHALL HAVE MINIMUM EMBEDMENT OF 8 BOLT DIAMETERS, EXCEPT AS DETAILED OTHERWISE. v DOCUMENT STATUS FOUNDATION PLAN G. WHERE HOLLOW MASONRY UNITS ARE USED ABOVE HOLLOW MASONRY UNITS OF A PROGRESS 1/8" ll-Om -cN 1:1 DIFFERENT THICKNESS, PROVIDE A CONTINUOUS COURSE OF SOLID MASONRY AT LEAST Sheet Number j H 8' HIGH BELOW THE TRANSITION. 0 NORTH 17 BIDDING 0 H. ALL SPLICES FOR VERTICAL WALL REINFORCING ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. ® PERMIT co O 1. ALL GROUTING OF MASONRY WALLS SHALL BE BY THE LOW-LIFT GROUTING METHOD 2I (MAXIMUM LIFT HEIGHT 4'-0'), UNLESS CLEAN-OUTS AND INSPECTION ARE PROVIDED. BU ' ? 0 CONSTRUCTION I I , e 101'-4" 38'-0" 2'-8" ~ } 2'-8" 38'-0" 20'-0" I u 6, 4,. 3•_4u 6'-O~' 4' O.. 12, O„ 4, 0° 5 -0 6'-4„ 6'-4 - 3'-4 6'-4 - - - - 6 4 3'-4" 3'-4" 6'-4'' 6'-4" 6'-4" 6'-4" 10 SANftARY. ~ SEE CIVIL DRAWINGS FOR M LOC LION E B d' CO 5• 4, C D ~ ~ A O -T------- 5.1 5. r-'~ ~ W x II I I w ----~lo I I~---- -T I D D A D D -p- -p- - - --o- --~I I ~ ~ ~a " to / p I v A I \ I \ ~ Posr Post I / II ~ \ POSt SEE StR tURAL \ / SEE StRUCTURAL / I I \ ~ SEE StRUCtURAL ~ \ / ~ \ I I SEE STRUCTURAL I ~ I ~ I \ \N / I \ I / I \ ~ \ ~ ~ I / ~ I II ~ ~ w I ~ I \ I / \ ~ o / I ~ I I \ ~ 5,2 ~ \ SCISSOR / ~ \ ~ I I I \ _ z \ tRUSS / o Q I I N \ / I I D a I / 5.1 I \ i - ~ i I i E \ o \ I / / dl o ~ \ \ I / I II ~ ~ I I \ -l-_--. -1------ i - t I / I I \ / \ GIRDS tRUSS I \ I I \ \ / I I ~ I ~ ~ \ I / ~ I/ II . I i \ \ I I I \ StUB \ / i , \ I , sruB / Drawing Date ~StUB / I I I 4" SAN \ / 4" SAN I \ / C Preliminary 3/17/06 I co \I/ / / I I 5,1 Bid 5/12/06 I ' i ~ , I \ q -o I ~ L Permit 5/12/06 J \ ---1 , \ / I ? Construction p \ ACCESS t0 AttIC ~ ACCES t0 AttIC ACCESS t0 AttIC 3 t0 AttIC / I ~ 0 _ GIRD R TRUSS \ AS REQ'D BY CODE. AS RE D BY CODE. AS REQ'D BY CODE. ~'D BY CODE. / GIRDER TRUSS Revisions - - - - - - - - - \ VERIFY LOCA710N WItN OWNER, VERIFY LOCAtION WItN OWNER. VERIFY LOCAt9ON WI7 \ ~ I.OCAt9ON WI7N OWNER, / - - - - - - - - - / I~ ~ i I Q 6/29/06 Q ~ \ I ~ \ Post ~ ~ \ Posr I Q Q I sEE stRUCtu~A I I ~ N \ / / ~ I StRUCtURAi. ~ ~ a \ ~ \ I I I I I I / ~I ~ I 0( ~ L-J N L-J N L-J / ~ ~ ~ ~ ~ ~ ~ \ / F- I / ~ I I ~ o \ ~ ac / i~ v ~ of ~ \ ~ / ~ li' I Seal ~.~~,®~~~7~ cl \ v cs / ~ \ / / ~ ~j~ - \ / i ` - \ F\ \ - - - ~ ~~1 ~ i ~t ~ i H t~A~RECt~ I _ O N ~ / \ NN / \ U Ot / / \ N ~ / ~ ~ \ I~~\ N>- I 5. S~REDMP~G I i ~ / LEASABLE SPACE ~ i ~ / 100 / \ I I i~ ~ / i ~ i \ I . I ~ ~ / UNFINISHED F1O0R \ i / CONC. SLAB ON GRAVEL FILL (FUtURE I POSt i / \ \ \ I \ ~ POSt I = ~ ~ i SEE StRUCtURAL ~ SEE StRUCt~I. \ S~S\RUCtURAI. I o o 0 I ' / ~ / \ I I ~ rW~ W r o , / ~ ~ / ~ \ I ~ I V W N~ I / \ ~ I Z. ~ M O ~ I GI DER 'TRUSS / \ \ GIIRDER tRUSS ~ ~ m 0 ~ / i i \ I _0_ jNocO _ / \ \ rl- - ~ .J - ~ E ~I / / / i m i I 12'-8" FACE ~OF tRUSS / / \ \ I~ `i ~o~ f2'-8° FACE OF TRUSS i i J ~ / / \ / I i / i / \ I I / I \ / / / / I \ / / \ / / / \ / , i / \ i I II - ~'0m~ I z / / \ / / I \ IE / / I \ EI I ~ ~ U ~ ~ J I / i i / \ i / \ ~I O ~J~a 0 ~ ~ / / \ I II Q~~ow / \ / I I / \ / I / / \N / I I I / ~ i i / / I I I 1 I / / GIRDER tRUSS , I o \ I / POSt I I I POSt I \ ~ i/ \i / SEE S7RUCtURAL I U SEE StRUCtURAI. ~ I / POSt / Q \ POSt I tR t I I / SEES UC URAL SEE STRUCtURAL Ip pll sclss~R - I - D ~ D tRUS ~ ~ - - - ~ C1 .I - - k----- ~ ~ Project Number I----------- T------------------------------------- ~ I o N A5117 II V-- ---1- B- C D F 5 7 y Sheet Title FLOOR P B B PLAN NORTH 5. 4. FLOOR PLAN SCALE; 1/4"=l'-C,' 4'-2 ° I I'-7 4'-2 20'-0" Sheet Number BUILDIN' _--~n.~.--. _ - - 1_ _ _ _---J_-_ RIDGE VENT END CAP ~~TT~~ f E I„""I' 5. DOWNSPOUT DOWNSPOUT C D WNSPOUt 5,1 5,1 6" MTL. GUTTER I I r-------~------------------------------------------ 6" MtL. GUttER Z ----------------1 DOWNSPOUT DOWNSPOUt ~ _ I ~ M ~ ~ ~ A I HATCH AREA INDICATE' HATCH AREA INDICATES ICE AND WATER SHIELD AREA INDICATES ICE I ~ TER SNIELD I ~ ICI W o I A D WATER SHIELD N 10:12 SLOPE I 10:12 SLOPE HAtCW AREA INDICATES ICE I ~ ~ ~ W ^ I D;12 10:12 ~ TI0:12 '~`1O:12 AND WAtER SWIELD i ~ ~ z I~ ~ ~ I z ~ > ~ I~ D w~ ~ I 9~ ~ 5. ~ A ~ p P ~ I _ ~ I ~ I ~ I F- ~ F ~I ~ ~ ~ a, ~ I~ ~I I~ ~I I ~I o 0 0° o c to of I~ of I W~ _ ~p ~ N N N N U N m N N I I N N N N O O O O C - - - - - I" "I I" "I I a O O O O I C I 5.1 DOWNSPOUT I ~Sj ~Q I DOWNSPOUt ~ 6;12 SLOPE • TYP. ROOF ASSEMBLY U.N ASSEMBLY U.N.O. ASPHALT ROOF SHINGLES ~OF SWINGI-ES OVER -j Drawing, Date 15 LB. FELL PAPER OVER PAPER OVER I Preliminary 3/17/06 ' i RROVIDE VENTILATING y" ROOF SHEATHING OVE6 ~EAIWING OVER 6:12 SLOPE ~~y 6/12/06 J ~'q 6:12 SLOPE 2 OPENINGS IN SHEATHING RAFTERS OR TRUSSES. SE 2 tRUSSES. SEE StRUCtURAL ~p~ I Bld ' 6/12/06 Y OF MAIN ROOF WAt VENTS (51 SQ. IN./ VENIf) Permit SHOWN At APPROXIMAtE LO~AtION. I ? Construction tYP OF 4 10:2 SLOPE I Q 10:12 SLOPE I Revisions Q 6/29/06 Q RIDGE VENT RIDGE VENt Q Q RIDGE VENT RIDGE VENt END CAP END CAP D --T- RIDGE VENT 0T 10:12 SLOPE ATTIC SPACE 51 °L 1,229 SF 10:12 SLOPE I ~z~ Se ad ~Oz3 ~ y Boa ~ oc oc,Nl RROVIDE VENVtlLAtING ~ ~ 3 ~,I OPENINGS IN SWEAtWING `qC I 0~ Oy~Q s OF MPIIN ROOF ~Fy I g ~ ~30~~ o ~I vyZ •o I z~33o o ~ o ~ I 6:12 SLOPE ~ f ~os,~~ aooma I ATTII I ~ ~ ~ 45$ C~ V ATTIC SPACE ~ I ATTIC SPACE z N zN 2,32 2 324 SF 9~w' ' h 2,324 SF a ~ a ~ ~ oL o oaf `~~~s~............ •,P4~,1~ _ I ~ ~ ~ BRED N t!. N ~ ~ o s- o . r~~ yq I ~~Q Q . I ~u a ~ DOWNSPOUT I o v ~ v I DOWNSPOUt ,s °s o I mo mo I W~-ao E I W o ~ I ~ o I ill Ql Vl i!1 N ~ N t11 d V W N N O O O O rU dU C ~ ~ ~ a oa ~a - I N N N N - H _ H U I~ ~I I~ °I ~ z~~°~ N to N N Q `t ~ ~ N N N N ~Q ~Q C I" "I I" "I I o 0 0 o c ~I - - - - - 0 0 0 o I~ J ~ ~ ~ ~ ~ F ~I IF- ~I F- ~ j ~ Q = o ~I ~ L v~ 9 ~I ~ H Qv ~ EI J ~ ~ I~ ~LL i~ l > I ~ GYPSUM BD. I ~ ~ I 0:12 10:12°-~ FIRESTOPPING IN SOFFIt. I = o 10:12 0:12 AttACWED 10 FACE OF I U r N o tRUSS ~ 20'-0° MAx. I W ~ ~ I HATCH AREA INDICATES ICE NATCN AREA IN AtCN AREA INDICATES ICE INtERVAL I I`" Z ~ W RSI I AND ATE HELD AND 'JJATER SH E-- ,ND 'JJAtER SHIELD I _ ~ o 10;12 SLOPE 10:12 SLOPE J I U~~~a Q~o~~ r U c0 W DOWNSPOUT I I DOWNSPOUt C1 6° MTL. GUTTER - - - - - 5• 6" MtL. GUTtER DOWNSPOUT DOWNSPOUT WNSPOUt BUILDING LINE BELOW C p (BEARING WALL F,O. SHEAtHING) { 5.1 5.1 `~C• RIDGE VENT END CAP PLAN NORTH B ~ ` SCALE: 1 /4 =1 -0 5.2 , I ATTIC SPACE I ATTIC SPACE 2,324 SF 2,324 SF IN LIUE OF HAT VENTS, PROVIDE HIP VENTS I MbTCHING RIDGE VENTS WITH EQUAL (OR Project Number ROOF VENTILA ROOF VENTILATION REQUIRED; GREATER) FREE VENTILATING AREA OF THE 2324 S.F. / ~ 558 SQ. IN. 2324 S.F. / 300 = 7.75 S.F =1116 SQ. IN. H~1T VENTS. A5117 558 SQ. IN. NEEDED IN UPPER PORTION OF ROOF Screen Ali Service Structures „~,,r,. , ,.~,,r„ ,r~~,, iu~~chanical Units Kuur VtNiILA 1UN RIDGE VENTS:126 L.F.u(18 SQ. IN/ L.F.) = 468 SQ. IN. PER CITY CODE RIDGE VENTS: HAT VENTS: 2 TOTAL= 570 HAT VENTS: 2 UNITS (51 SQ. IN./ VENT) = 102 SQ IN. CALL PLANNING DIVISION Sheet Title ROOF PLAN TOTAL= 570 SQUARE INCHES Sheet Nu er 3.2 BUILDING A /y t _...,,_.__.,-y.,r__-__~~-....-..__,_-- ~.....w....,._._ _____.a~.-... .J....J ~..,.....a...~- - - - -J.-~ _ -._._.,_..,..~.w~. ~ _ _ _ _ _ _ _ . _ _ . 2 E 5.2 i 1 127 -6 ~ZZ I c ~ 0,~3~ C SAVE HEIGHT ~ ~ ocvo~cn I 5. 5. A ~ ~~3a~ M z3 r~ ~ o~~ 2 '°I zE33o 12 2 ~ ~ ~ 0 cs oc ° ~ I F Qs 1 6 ~ W ~ Qooma 5.2 4 1 1 [.r 0 I 12 h 3 10 -------120'-11" ~ii ~ Z 10 EAVE HEIGHT ~ ~ a 12 10 W ~E~'; r'~.;'' _ I_ ~,r.. 17 ~ a ~ i E: i ~ I ' ~ PROFILE OF SCISSOR - , ' _ _ E1 ~ tRUSS BEYOND w~~: 11 r ~~w A. ~L 18 5 ~ - 7 5 - ~ I , - - 6 I 9 - 9 8 ~i ------11o'-ton r ' :~;r :F~ r~~. !E ~ 1, f i _ EAVE HEIGHT r tl t f 1 p BRICK SOLDIER AND ,j BRICK ROWLOCK TOP)COURSES _ ~f J~'k ~ iro`~. `.w Cc.. I E ~f' r."t7 =3 t~ d ~f r t ~ Et 3`k ~ - r; - ~ '1 fit. i ~ ~ ~ W ay ~ ~ ~d: ~ r i 2 r rl ~ f, t F~' 1 E f i- I 1. ~ F x ~k 4~ ~ ?t t C 1 t {l ~b_ {x 14 ~,F N ,.j f t tl b' .h ?`L~f ~ I,r I{. 4S~i r ~ 't { ~ ~ 3, A I~ , 1 ~,~kY.p',ry~at~ .kr lu •,{;:'l "'~k r' e s,r !ri ~ i ~~i f° i^i ~ fi' k r, 4.t ; E c ~~pp@p,,~ /b 1 .f: R 7 ~ b~ 5Y~ ~P ~ ~ i'f) t ~ u, r r r f I' ~ ~~y' { [ T E € ~ t. E C 7 r~. ~ z~ ` 10 ROWLOCK s w a. ~ ~ r t I~ t s ~ `~~t ~ a~ f " ~`.t I ~ ~ : ~ .,i'~~ , ~ ~ SET IN 1/2" Drawing Date / / y.r. ',7,': - Kam. ~ t t ` ! , _ tE. ` ~ ,'E:~~ r ,€~I~,~ Preliminary 3 17 O6 ~ ' .t. Bid 6/12/06 it r'G u - - - YE.. 11 ~ Permit 6/12/06 I - S V~ - - - - - -100'-0~ ? Construction I I I I I I FIN. FLOOR Revisions , I I I , , I I I I FUTURE I I Q Q I I I I ~~-----T~--------------------------- --------------r1--------------------- ----~--I--------------------------------- I I - -----------~-T----~-1 ~ r~ I I I I I - -------1-----~ 3 BQ _ 16 13 12 16 12 10 ~ ~ ~ 0 SCALE: 1/4"=1'-0" 15 s~ u.....yy gr,+.C,At'r1~ A 5.1 ~ a5t~ ~ ~ i, 12T-6" EAVE HEIGHT ~T C~s~"REO ~4.wnts,w...,.o•N' 12 2 2 6 p G ¢ C G D 5.2 5. 5.2 5.1 1 1 CODED NOTES: EXT, MATERIALS WI-`~~~ 3; 120'-11" - 'mil' V W N N 1 SAVE HEIGHT 12 iT BRICK VENEER: GLEN-GERRY MEDALIA COLLECTION, RUSTIC Z ~ ~ ( 1 ) TWO-PIECE RANDOM-TAB LAMINATEp SHINGLE, 30-YEAR 1 ~ BURGU MDDI~ Q ~ ~ U 10 ~ BY CERTAINTEED. COLOR: DRIFTW00[D, J o ~ E 2~ 17 2 SHINGLE RIDGE VENT 11 CULTURED STONE W/ 'IMESTONE PATT N~~ J ~ ~ PROFI! E OF SCISSOR 1 Q 9 nl6 ~v _ ~ L~ ~n~. ~ v Q u. tRUSS BEYOND 5 7 5 C1 C1 5.1 5.1 16" X 24" DECORATIVE MOLDED LOIUVER BY FYPON OR 12 BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS WITH ~ 6 9 8 6 3 EQUAL, PAINT TRIM COLOR BRONZE-TINTED GLASS ~ = o U ~ u; 110'-10" + - r...r W~~`~ 13 BRONZE ANODIZED ALUMINUM ENTRY/EXIT DOOR i- ~ ~ ~ EAVE HEIGHT ~T 4 CULTURED STONE/LIMESTONE HEAD, SILLS ~ - z ~ ~ F, ~ r J k ' ~4 BRICK SOLDIER A D N t, ~ 10 :R AND U ] L ~ ~ " BRICK ROWLOCK r~'~' F~s,~?' aG,,~,~ f', k: ~ t i ti~ ~t~K: r~; r ~ TOP COURSES ~CK 5 COMPOSITE WOOD FASCIA & FRIEZE; BOARD, PAINT: 14 POTENTIAL BRONZE ANODIZED ALUMINUM ENTRY/EXIT ~ ~ o ~ ~ - . I , ~ I . ~ . I. . DOOR Q ~ ~ ~ w SHERWIN WILLIAMS, #6143, MACCAD)AMIA ~v{~v t x ~ ~ m 1 r ~ t -o .r" t.' ~ ~ y tE~~' 3 i ~ ~L of ~ _ ~i` I ~ 1 u ' u ~ -~f. -t E r : ~ s ~ r, ~ r x k ~ ~ ~ r _ ~ , € ~ y: i I. I 1 O ROWLOCK CULTURED STONE/LIMESTONE WATERTABLE PRE-FINISHED ALUMINUM GUTTER Sri: DOWNSPOUT. COLOR; 15 t I...^ r~~t ~~hf tA': E p r( t f r~ ~ t ~ f.:~E; SET IN 1/2 TO MATCH TRIM COLOR ~1~r E~~£ ~ ac i; $ ~ { t.l,~ ~r I ;t: V r S~'~.E,_. ~ ~ ~ 'k r , t - f 3. 16 DECORATIVE SCONCE LIGHT FIXTURE ~y ~ frr i ~ rE:::~ ~ J, G CULTURED STONE/LIMESTONE KEYS1fONES I ,r k . 11 1w ~ F. ~.x r 100 0 1 ~ HARDIPlANK LAP SIDING, HARDITRIM (COLOR TO MATCH FIN. FLOOR FUTURE ' ~ SOLDIER BRICK ARCH TRIM) ' Project Number I , I I I I I I I I I I T T- - T- ~ ~1-----r1-------------------------- - -I--------------------- - --J- 'A5117 I I I I I I I-----~----------------------------r-----------------------1----------------------- ---------------------------1-------- - -------1----~ 9 CULTURED STONE/LIMESTONE LINTEIL 18 BRONZE ANODIZED ALUMINUM STOREFRONT W/ OPAQUE TINTED GLASS B 'y r. ~iut tit Hi iui L U12 ,o Sheet Title SCALE: 1/4"=1'-0" Screen All Service Structures EXTERIOR ELEVATIONS & Mechanical Units 15 PER CITY CODE CALL PLANNING DIVISION eet Number 4.1 BUILDING A 77 1 l Rr~ V1 2 B 5. 1 - - SAVE HEIGHT I 5.1 ~ M 2 ~ ~ 1z 1 a ~ M¦¦~I A 0 a6 b.1 1 ~ W~ F 4 120 -11 ~ [.y 5,2 12 ~ ~ W 1 12 3 10 10 EAVE HEIGHT ~ Z 12 10 I f 17 a I ~ , ~ ~ ~ 3 ~ } ` PROFILE OF SCISSOR - + ' ~'t ~ tRUSS BEYOND 11 ALL. y: ~LL ~ 5 ~I 5 9 6 g r _ g ------11a'-1o' 6 EAVE HEIGHT ~ l BRICK SOLDIER AND x A ~ 1 ~ BRICK ROWLOCK TOP)COURSES I:: ~~i:. 1~` : ~ Y i t k r . ~ ' ~ ~ I i__~__ ' t ~L~ c~ a a E ~ ~ _ k I n r. i r~i i ~ .J. ~1 f. f. qq tt Y C c r fi r! , k. t ~ ~ ~ ,r'' ~ 10 ROWLOCK i f ~ ~ h I v4 ~~C ~ t b~ f~ E E, k ~ SET IN 1/2" ~ 4, 9. E ~ i F" ~ ~ ; k Drawin Date h ti I. t. a ~ ~ ~ ' ~ ~ ~ y', 4_ I r. . . ~ . r ~ ,E t.~ N L` ' _ , 3/17/06 - Preliminary ~ I L re~ ~ t' 11 Bid 6/12/06 .}r f F , f. ' " 6 12 06 100 -0 h Permit / / . - FIN FL00 ? Construction I ~ ~ FUTURE ' I i I I Revisions I I I I I I - -------~-~-----1'1 1~ - I I 1--------------------- - I I I I I --------------I------~ Q f Q I f T -----J------------------------------ --------------------------------------------I------ I I 12 10 0 ~ 13 12 16 16 15 ~ ~ 4"= '-0° SCALE: 1 / I I'-7" I I'-7" ~a ~ u u n 2'-51n 3._O~~ 4'-II'. ~ 3-_ 2 ~ ~ 0 11.7'-6" ~ F?;'''~A~ 6~ _ _ i EAVE HEIGHT f 2'-3 tYP ROOF ASSEMBLY U.N.O. ~~/S.~ ~ i~ tp I I / ASPHALt ROOF SHINGLES OVER E Q.~ 15 LB, FELT PAPER OVER 5,2 TFRE~ P _ B ROOF SHEATNING OVER I,,,IIryI,~~~~•uuwuuY•°••~'",,, / 0 5.1 ?BUSSES ~ 24" O.C. ~ / / / ~ ~j I MIRROR SEE STRUCTURAL ~ - ~ ~ o ~ I INFN.L FRAMWG 120'-11 " ~ _ _ _ a o ~ - / / / ~ / / ~ v- _ / I / \ I ~ I I I SAVE HEIGHT U w< o W N m sn o ~ o I I ~ I z~MO L I T ~ ~ T _ TQ ~ r I _ I I I J~,o~U ~ ( I in \ / / ~ / / _ / / \ / I I T ~ T T ~ I QT Q I I I Q==~ I I J OREFRO T BRONZE I STOREFRONT, BRONZE ALUMINUM ST N , XED ALUM. CLAD ~y00D ~yINDOW, ALUMINUM I FI A ANODIZED ALUMINUM. Lu I uM. B ~ANooIZED ALUMINuM. F BRONZE ANODIZED A M N DOUBLE INSULATED CLEAR GLASS. I DOUBLE INSULATED CLEAR GLASS. I ~ ~ y 1/4 OPAQUE TINTED GLASS. I / / ~ ~ \ ~ ~ SLOPED CEILING I \ ~ I ~ z o I SLOPED,CEILING ~ BEYOND I V ~ o I BEY9NI7 12'-Q" ~ I I W~~" ( I I R?-30 ATTIC BAtT I ~ ~ ~ ~ ~ ~ I I 4'-2~ 3"-Q 4'-2 I I INdSULATION WITN I I = ~ ~ a I VAPOR BARRIER I I U~,J~:a I u ~ I . 6 -4 I to -o _ I I ~~0~ ( ~ ~ o ~ ~ /~2" GYPSUM BD, I _ i Q< ~ w ~ =1 ~ 3'-I ~ a I 2'-II 2 u ~ ~ N _ I I I _ - _ - I I O / / / ~ o / / I _ I I I Y I _ I - _ ~ I I . ~ / / I /r I I I / / / I /r /r I /r ~ . - I I I + 100'-0" h /i /r /r ~ ~ I `I, ~ a- I I ~ ( I --------------------------------I------ - - - - Y x<. I FIN. FLOOR ~ Q - ~ _ ~ I I FUTURE _ I I Project Number iA ~ I i / I I I I T I/ I T ~ RAVEL BASE i I ~ ( A5117 I ~F I `~~~~~~r~~~r~/ STOREFRONT BRONZE ALUMINU STOREFRONT, BRONZE R FRO T BRONZE ALUMINUM ~ ~ ALUMINUM STO E N , ~ ANODIZED ~ALUMINUM. r A~ ~ ~u~~~~ ~ ANODIZED ALUMINUM. ~ " ~~~.~a a ATrn ni rA? w Acc C(~til F~ ~ ~4 Sheet Title AI'4VUILCU NLVIVIII'IVIVI. ' DOUBLE BRONZE-TINTED INSULATED DOUBLE BRON ZE-TNED INSULATD GLASS. GLASS. Screen All Service Struct rE E Buloll OG SECTESNNS & mechanical l Ulf" WINDOW TYPES (D = TEMPERED GLASS pE N CIT`( C - SCALE: 1/4"=l'-O" 'Lxwi! n ONISION ghee tuber 4.2 BUILDING A I _ 1_ I tYP. ROOF ASSEMBLY U.N.O. tYP. ROOF ASSEMBLY U.N.O. ASPNALI ROOF SHINGLES OVER tYP. ROOF ASSEMBLY U.N.O. 15 LB. FELL PAPER OVER ASPHALt ROOF SHINGLES OVER 15 LB. FELL PAPER OVER r', T/~ ASPNALI ROOF SHINGLES OVER ROOF SNEAtNING OVER ROOF SNEAtHING OVER p¦i¦~ ~f1 15 LB. FELT PAPER OVER tRUSSES ®24" O,C. tRUSSES 24" O,C. 12 ROOF SHEATHING OVER SEE StRUCtURAL ATTIC R-30 SEE StRUCtURAL ATTIC R-30 BATT INSULATION GATT INSULATION 10 tRUSSES ®24" O.C. !i SEE 51RUCtURAL METAL HANGER. METAL HANGER, i INSULAtION BAFFLE ICE AND WAtER SHIELD I,-2~~ CE AND WA1ER SHIELD ~ I'-4 2X6 OUtRIGGER, 2X6 OUtRIGGER. ® ~ SEE 51RUCtURAL SEE StRUCtURAL ~ I°~1 DRIP EDGE RIP EDGE ~ ~ R-30 AttIC BAtt ~ li I SULAt10 WItH ~ IX8 CEDAR RAKE OR IX8 CEDAR RAKE OR ~ ~ A N N VAPOR BARRIER ~ ~SMARtBRD OVER 2X6 ~SMARtBRD OVER 2Xb ~ ICE AND WAtER SHIELD DRIP EDGE SMARtBRD SOFFIT SMARtBRD SOFFIt ~ ~ W o I GUttER I %4 X b CEDAR OR SMARtBRD ~ W Z ~ - IX6 CEDAR OR SMARTBRD FASCIA OVER OVER 2X BLOCKING %4 X b CEDAR OR SMARtBRD 111'-0" 2X6 SUB FASCIA OVER 1~" SHEAtHING ~ WALL ASSEMBLY ~ ~ ~ TRUSS BRG ~ CONC. VENt SCRIP "CULTURED SCONE" OVER 2X4 BLOCKING ®Ib" O.C. OR EQUAL I/2" GYPSUM BD. ~ SMARTBRD SOFFIt SCRAtCH AND BASE COAL OVER ~ ~ ~ 1YVEK OR EQUAL OVER I/2" OSB SNEAtHING OVER I 2Xb WOOD SCUDS ~ Ib" O.C. W/ `y ' S/4 X 12 CEDAR OR SMARTBRD OVER ~ ~ ~ SHEATHING R-19 BAtt INSULATION BEtWEEN SCUDS 2X4 BLOCKING CULtURED ' SCONE/LIMEStONE HEAD _ _ ' WALL ASSEMBLY ~ - I "CULtURED SCONE" OVER CULtURED SCRAtCH AND BASE COAL OVER S10NE/LIMEStONE HEAD CHAULK tYVEK OR EQUAL OVER CHAULK Ib" X 24" DECORATIVE I/2 OSB SNEAtHING OVER n 16" X 24" DECORAtIVE OLDED LOUVER BY ~ 2X6 WOOD STUDS ®16 O.C. W/ MOLDED LOUVER BY FYPON OR EQUAL SCALE: 3 4" = 1'-0" R-19 BAtt INSULAtION BEtWEEN SCUDS FYPON OR EQUAL CHAULK CHAULK CULtURED tYP. ROOF ASSEMBL ~ U. 0 1YP. ROOF ASSEMBLY U.N,O. SCISSOR TRUSS ~ SCISSOR TRUSS i SCONE/LIMEStONE SILL CULtURED BOTTOM CHORD ~ ASPHALT ROOF SHING ES OVER ASPNALI ROOF SHINGLES OVER BOTTOM CHORD J~" GYPSUM BD. ~ SCONE/LIMEStONE SILL Xz" GYPSUM BD, 15 LB. FELL PAPER 0 ER 15 LB. FELL PAPER OVER HIGH POINT HIGH POINT ~ GABLE WALL ASSEMBLY ROOF SHEATHING OVE ROOF BREACHING OVER I BRICK VENEER: GLEN-GERRY Drawing Date MEDAUA COLLECtION, RUStIC 12 tRUSSES ~ 24" O.C. 12 tRUSSES ®24" O.C. I SEE StRUCtURAL ~ BURGUNDY MODULAR OVER Preliminary 3/17/06 6 SEE StRUCtURAL 6 A~ IC R-30 ATTIC R-30 ~ ~ I" AIR SPACE OVER 6/12/06 rr INsuurloN INSULA110N BAFFLE BArr INsuvnoN SLOPED CEILING INSUlAtION, BAFFLE „ BEYOND I i TYVEK OR EQUAL OVER Bid ~ SLOPED CEILING ; I/2" OSB SNEAtHING OVER permit 6/12/06 I -4' ~ I -4 BEYOND ~ 2X4 WOOD 51UDS ®Ib" O.C. R-30 AttIC BAtt ~ R-30 AttIC BAtt ~ ~ ? Construction INSULAtION Wlt ~ INSULAtION Wlt ~ ` VAPOR BARRIER ' SOLDIER BRICK ARCH, CHIN SOLDIER BRICK ARCH. VAPOR BARRIER ~ i ICE AND WAtER SHIELD ~ ICE AND WAtER SHIELD ~ CULtURED SCONE/LIMEStONE Revisions ~ CULtURED SCONE/LIMEStONE ®KEYStONE DRIP EDGE ~ DRIP EDGE ~ ~ ~ ~ ~ ®KEYStONE ; ~ ~ 6/29/06 ~i' GUt1ER s GUttER I'-7" HIGH ~ I'-7 HIGH IX6 CEDAR OR SMARTBRD IX6 CEDAR OR SMARTBRD FASCIA OVER " , " , „ o I I o - _ - 111 0 111 0 FASCIA OVER 2X6 SUB FASCIA 111 0 2X6 SUB FASCIA ~ _ ' 111'_0" I WEEP HOLES ~ 24" TRUSS BRG TRUSS BRG , CONC. VENt SCRIP HIGH POINT OF ARCH CONC. VENt SCRIP ` HIGH POINT OF ARCH O.C. CHAULK SHELF ANGLE (ARCNED) ~ OR EQUAL ~ OR EQUAL ' 12' GYPSUM BD. I/2 GYPSUM BD. ~ SMARTBRD SOFFIt / , SMARTBRD SOFFIt SEE StRUCtURAL ~ X6 CEDAR OR SMARTBRD 0 CHAULK I IX6 CEDAR OR SMARTBRD , I S/4 X 12 CEDAR OR SMARTBRD OVER ; ~ ~ X 12 CEDAR OR SMARTBRD OVER ~ SHEATHING . _ - N BREACHING 1~A~. ~x x I xlllll'N411bl1I ' ~ 2X4 BLOCKING ®16" O,C. ~ ~ ~ LINE OF ACOUStIC ; , 2X4 BLOCKING ~ 16 O,C. CEILING ; ~ v 8'-II" AFF I _ BRICK SOLDIER AND N I c , I - S10 E ll tEL LI E OF OUStIC CEILI G BRICK ROWLOCK (Q COP) COURSES CULtURED SCONE/LIME N N N AC N ~ , „ i a ' 108 -4 ~ B'-II AFF ~cw,r ~ r<,. a5~~ K B,O, H DER LINtEL ~ _ ~ S E StRUCtURAL FLASH NG ~ ~v~ ' I m~ SHELF ANGLE _ ~ o 1, 4 .'n's° sr~.......; PPG SEE StRUCtURAL 2X6 WOOD STUDS ®16' O.C. ' v I , WItH R-19 BAtt INSULAtION ~ ROWLOCK COURSE 107 -0 _ _ _ _ _ _ _ SEAL t ~ SEt I " F N~ xxxxxxu...' t tYP. WALL ASSEMBLY ' EXtERIOR FINISH OVER I" AIR SPACE OVER W f ~ Q 1YVEK OR EQUAL OVER U W ~ O W N ~ m = o ~ I/2" OSB SNEAtHING OVER Zd,MO ~ ~ I ~ 2X6 WOOD STUDS ®16" O.C. _ _ ~ ~ WItH R-19 BATt INSULAtION Q h ~ c`0 ~ _ ~ DOUBLE GLAZED U-.48 i ~jl~p0 I (A tO DOUBLE GAZED U-.48 DOUBLE GLAZED U-.48 -J 0 ~ E STOREFRONT i N v BRICK VENEER STOREFRONT STOREFRONT J - i .I 1 AIR SPACE ~ U GATT INSUATION R-19 2 = O r I I L- fO I I I J ~ u. I I INreRIOR FlrllsH Nor ~ SHOWN FOR CI,ARIrY LAY tYVEK OVER SEALANt ~ FLASHING = o U~u;° „ CASt SCONE SILL ' ASt SCONE SILL 102-8 ~ Wo~^ • T.O. SILL ~ ; m . ' 0 t FLASHI G CONC. FLASHING INTERIOR Flt~psH No ~ C N . N Z _ ~ ~ J ~ 4X4X16 SOLID sHOWN I=oR cl.Aw Y ~ 4X4X16 SOLID v~~~Q "CULtURED SCONE" OVER ; "CULtURED SCONE" OVER ~~o~~ MASONRY ELKS. ~ MASONRY ELKS. ~ Q~~~W I_ to 4X4X16 MASONRY i fA 4X4X16 MASONRY ' I 1" NR SPACE i I 1 AIR SPACE cN GATT INSUATION R-19 i (v &4Ti INSULATION R-19 2" RIGID PERIMEtER 2" RIGID PERIMEtER 2" RIGID PERIMETER 2" RIGID PER~1EtER INSULATION "CULtURED S10NE" INSULAtION INSULAtION ' INSULAtION 100'-0" _ ~ 100'-0" _ _ _ ~ 100'-0" - bXBX Ib SOLID 100'-0" _ _ _ _ _ _ _ _ _ _ 6X8X16 SOLID T.O. S 8 6X8X16 SOLID T.O. S B • T.O. S B X8X16 SOLID _ _ _ (FUTURE) _ _ (FUTURE) _ _ . ' ~ (FUTURE) SIN. GRADE T.O. STAB o -Q o --o FIN. GRADE o -u-v-o ~ o FIN. GRADE pzr --o v ~o 0000 0 0 (FUTURE) 0 0 ~ ' ~ o o~o~o°o~o~o°o°o°0 0 i ~ i ~ N SOLID BLOCK OR SOLID BLOCK OR O O o GROUt 100% SOLID J o GROUt 100% SOLID ~ GRAVEL BASE ~ GRAVEL BASE ~ GRAVEL BASE ~ GRAVEL BASE ~ 2" RIGID INSULATION R-10 = ; 2" RIGID INSULATION R-10 -u o m SOLID BLOCK OR o m SOLID BLOCK OR I GROUt 100 SOLID I ~ m 2" RIGID INSUATION R-10 ~ m 2" RIGID INSULATION R-10 Project Number GROUt 100% SOLID iv `9 N "x ~ A5117 x x ANCHOR BOLL ~ ANCHOR BOLL ~ x X SEE StRUCtURAL ~ SEE STRUCtURAL N ~ N ~ f0 - . v m a .mi . ~ a m • ~ 'm . • ~ ~ Sheet Title • e i~ldl I c~crlntic 4 G d .a a CONC. FOOTING CONC. FOOTING CONC. FOOTING CONC. FOOTING SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL ON C ALL SECTION (ALL SECTION A ALL SECTIO Sheet Number SCALE: SCALE: 3/4" = V-0" SCALE: 3/4" _ ,ALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" ` 5ol BUILDING A I _ _ _ _ _ _ _ _ _ _ _ av_ ..__L....._ , tYP, ROOF ASSEMBLY U.N.O. ATrlc R-30 a BATi It~SUL4TIDN ~ ASPHALt ROOF SHINGLES OVER ~5 15 LB. FELL PAPER OVER ROOF SNEAtHING OVER tRUSSES ~ 24" O.C. ICE A D WAtER SHIELD SEE STRUCtURAL I-_2~ N MEtAL HANGER, 2Xb OUTRIGGER. ~ ~ ~ SEE StRUCTURAL ~ A ~ RIP EDGE ~ IX8 CEDAR RAKE OR SMARtBRD OVER 2Xb ~ ~ A SCISSgR t S SMARtBRD SOFF11 ~ ~ W x tYP. ROOF ASSEMBLY U.N.O. `1BLY U. ,0 SEE 51fRUC A ~4 X b CEDAR OR SMARtBRD ~ 0 I'-d° ASPHALT ROOF SHINGLES OVER W iNINGLES OVER OVER 2X BLOCKING ~ Z 15 LB. FEL1 PAPER OVER ~R OVER ~ ~ ~ a 12 ROOF SHEATHING OVER OVER WALL ASSEMBLY mm 10 tRUSSES @ 24" O.C. SEE STRUCTURAL O.C. "CULTURED SCONE" OVER Wry 12 SCRAtCH AND BASE COAL OVER ~ ~ Q tYVEK OR EQUAL OVER 10 8 I/2" OSB SNEAtHING OVER 1YP. ROOF ASSEMBLY U.N.0 ` ASPHALt ROOF SHINGLES OVER 2X6 WOOD SCUDS ®Ib° O.C. 15 LB. FELL PAPER OVER ROOF SHEATHING OVER RIP EDGE P~'1 tRUSSES @ 24" O.C, SEE STRUCTURAL IX6 CEDAR OR SMARtBRD `1ARtBRD CULTURED FASCIA OVER 2X6 SUB FASCIA INFILL FRAMING ~ SUB FASCIA SCONE/LIMESTONE HEAD CONC. VENt SCRIP P CHAULK GIRDER tRUSS OR EQUAL Ib" X 24" DECORAtIVE SEE STRUCTURAL SCISSOR tRUSS IX8 CEDAR OR SMARtBRD `1ARtBRD MOLDED LOUVER BY SEE STRUCTURAL FYPON OR EQUAL HARDIPLANK LAP SIDING, HARDItRIM NG, HARDItRIM CHAULK (COLOR t0 MAtCH tRIM) OVER 7YVEK OR EQUAL OVER 'RIM) OVER 'ER _ - I/2" OSB SHEATHING OVER ObVE ~ C SCISSOR TRUSS I I I a VOID SPACE 2X6 WOOD SCUDS @ Id" O.C. w BOTTOM CHORD ~~'PSUM BD. i CULTURED HIGH POINT I I i SCONE/LIMESTONE SILL II ~ Drawing Date II 12 LASHING II ~ Preliminary 3/17/06 I I i Bid ~ 6/12/06 5 ----IX6 CEDAR OR SMARtBRD 1ARtBRD II ~ Permit 6/12/06 i i I I ~ ? Construction I I ~ ,i i i SLOP~~ CEILING ; CHIN SOLDIER BRICK ARCH. Revisian~ i i BEYO ~ ; ULIURED SCONE/LIMEStONE ®KEYStONE i ~ ROOF tRUSS r ~ I I ; I'-7" NIGH Q 6/~9/O6 Q I I 2X NAILER Q Q 111'-0" ~ I 1~~ TRUSS BRG. `~I \ 111'-0" ~T~ G PSUM BD. I I I I HIGH POI T OF ARCH 4 ~ 9 Y \ ~ y i i GALV. ME1AL BEAD Q 0 SCALE: 3 4" = 1'-0" / I \ ~ I I ACRYLIC COALING ON I/2' I I `.I I EXTERIOR GYPSUM OVER _ _ _I.T _ _ _ _ _ _ _ _ `t ~ ~ Yz" SHEAtNING OVER Seal udMJNa.ra~ 2X CURVED BLOCKING i GIRDER tRUSS . " BEYOND Q = _ ~~L_J ~ ~ ~~G1'L _ _ °CULTURED SCONE" BEYOND RT~~Ta«~ ~ TYP. ROOF ASSEMBLY U.N.O. ASPHAL RO s ? - O t OF SHINGLES OVER i~ 15LB.FLtP R E APE OVER 12 ROOF BREACHING OVER 10 ?BUSSES @ 24" O.C. )CJ~~ . SEE STRUCTURAL 8'' ~=J~~ _ ~ WF~oE ~C~ = U w ~ o ~ DRIP EDGE I Z ~ M ~ U _ ~ ~ ~ - IX6 CEDAR OR SMARtBRD 1ARtBRD N ~ ~ ~FASCIA OVER 2Xd SUB FASCIA i SUB FASCIA ) OUBLE GIAZED U-.48 J 0 I CONC. VENt SCRIP ~ 1 = TOREF NT _ 2 ~ StOREFRONt ENTRANCE OR EQUAL 0 SYASIEM BEYOND IX8 CEDAR OR SMARtBRD 1ARtBRD ('Q``j J u~. CHAULK Q w u. FIXED ALUM. CLAD WINDOW, = ~ MAtCH STOREFRONT COLOR vt col.oR - D- 0 - U~ N o I I I ~ ~ D m. ~ ~ J VOID PACE -Z~~.. U~J~a CAULK `"Y~~Q~ ~ o ~ .._~J'~ `~l~__~-~..._J = i IX6 CEDAR OR SMARTBRD ARtBRD JQ = _ 2" RIGID PERIMEt'ER - _ /"`1 INSULAtIiON 1rJ 100'-0" 100'-0" T.O. S B FUTURE v v v v v v v v v v v v v v v v v v v v v u v T.O. S B - a, = a c a: I a ,4 .t oc~ooa oo coo oavoo~~o c~ooo o coo 0o c ~ 0 0 ~ ~ ~ ~ ~ ~ ~8 ~ ~ 8 ~ ~ ~ (FUTURE) ~ ~ F 0 0 0~' ~ ~~o'o~~ o 08 0 0 080 0~' „ „ o o~'o o~ „ „ „ „ „o„0 0 0 08 0 0 0 0 RAVEL BASE GRAVEL BP15E ~ U SOLID BLOCK OR o m z• Ricio iNsulATioN R-to Project Number GROUt IOOY SOLID I SCALE: 3/4" = 1'-0" NX ~ A5117 X /11~IA I I C`[-nT1/1Al Annnc~c~ rnnl, iT nnnn I`1LL JCI~ I IUI HIrI~UJJ I" h(UI I UUUCC SCALE: 3/4" = 1'-0" a : a Sheet Title a a CONC. FOOTING WALL SECTIONS SEE STRUCTURAL Q . d d ALL S ECTIO TH R U FRO T DOOR Sheet Number E SCALE; 3/4" = 1'-0" 5m2 BUILDINGA SHEAR WALL SEE PLAN SHEAR WALL CONT, DBL (SEE PLAN) SIMPSON LB26 SIMPSON LB26 TOP PLATE SIMPSON H3 HANGER ®EA. SIMPSON H3 HANGER ®EA. W STAGGERED HOEDOWN ®EA. / • OUTRIGGER HOEDOWN ~ EA• OUTRIGGER BUTT JOINTS END STUDS OUTRIGGER " 1'-2" 2'-6"t OUTRIGGER 1~-2" 2'-8"t TRUSS BRG. 1-2 ~I EL SEE PLAN TYPICAL WALL PLYWOOD/ PLYWOOD/ .ttr--------rr-------~i III 1.1 II I I PROVIDE SOLID " STUDS OSB SHEATHING OSB SHEATHING " PLYWOOD OSB " I•I I " SIMPSON HDUB III II II II / BLOCKING AT SHEATHING ~ . ~ ~ ~ I I I• HOEDOWN EA. SIMPSON ALL HORIZ. , , , , , I I ~ ~ PANEL EDGES .•I TYPICAL WALL STUDS END OF SHEAR 11TEN HD • ; ; ~ ~ ~ @ 16 O.C. WALL ANCHORS ®16" O.C. I I ; , ~ Vl ' ~ ~ 8d NAILS ®4" O.C. COORD. DIM. W 12 „ / CONT, BOTTOM 2 x 6 OUTRIGGERS g ; ; ; AROUND ALL N0.OF END STUDS SILL PLATE " ERS CONT. 2 x 4 CONT. 2 x 4 HORIZONTAL ' ~ 2 z 6 OUTRIGGERS HORIZONTAL ; • • • ~I~/ PANEL EDGES AND HOEDOWN ®24 0•C, I W.P. BRIDGING ® BRIDGING ~ I I. ANCHOR TYPE rl I I 2 x 6 STUDS 4'-O" O.C. I ® 24 O.C. 4'-0" O.C. ~ 2 z 4 BLOCKING I I ~ ~ SOLI OR 16° O.C, W CONT. CONT. D / " I, II II. )NT. ' ~ BETWEEN TRUSS 2 x 6 STUDS Q ~ ~ ~ I ~ ; ; ; ~ GROUT-FILLED TOP OF STEM WALL DBL TOP PLATE M HEADER PER I., ; TOP COURSE EL SEE PLAN E 16" O.C. W/ CONT. ~ ~ C DBL. TOP PLATE o SCHEDULE ~ ~ ' I . , ~ ; , ; ; ; I' PLYWOOD/OSB M ISB 1 f PLYWOOD/OSB ~ ~ II, I~ II II I,' ' ~ PROVIDE A MINIMUM SHEATHING .I I, I~ II II TRUSS BRG. JACK do KING STUDS I . ; I I' OF TWO STUDS AT ADJUST ANCHOR ROD EL. SEE PLAN •I , , , I I I , 1 SHEATHING ~ ~ A Q PER HEADER SCHED. ~ , , I ; I I ; I EACH END OF SHEAR ~ ~ I I I ~ TO FINAL LOCATION f'RE-ENGINEERED ; ; I ~ I ; ; WALE AND GROUT ALL 2 x 4 BRACE ~ ~ ~ x ® 48° O.C. I 0 CONT. 2 X WOOD TRUSSES .•I ~•I SURROUNDING BLOCK RIM BOARD ~ ~ I I ; ~ ~ 11 "APA RATED 2 x 4 BRACE I •I , , , ~ , I CORES SOLID I I' I ~ I I PLYWOOD OSB ®48 O.C. NAILS4 EA~ END ` ~ ~ Z ~IMPSON H3 HOEDOWN , I ~ , , , / W/ (4) 10d PROIflDE SOLID ANCHOR ~ EA. TRUSS ,I ; ; ; ~ ~ I. SHEATHING PRE-ENGINEERED PRE-ENGINEERED ^ ~ 2 x 12 BLOCKING I ; ; ; I ; ; ~ ~ NAILS EA. END ('PROVIDE MGT & HDU4 I ~ I ; , , ; I. • ' ' • SCISSOP, TRUSSES I~ ~ ~ I~ SCISSOR TRUSSES ® 24" O.C• ~ ~ BETWEEN HOEDOWN ANCHOR AT ALL ~ ~ ~ ~ ; ~ ~ ; TOP OF FTG. 2 x 4 FRAMING ®16" O.C. ® 24" O.C. ~ a EVERY-OTHER IRDER TRUSSES) ; ; ; ; ~ ~ I . • • • ~ . ' a a • • ~ ' r EL SEE PLAN W/ (2) 10d NAILS EA. END TRUSS , I , I , , a . ~ • . 2 MAX . a : . 3 II, II II ' d' ' ONT, DBL TOP PLATE ~ ~ ~ I 8d NAILS ®12" O.C. • • ~ ' ' ' • • ~ ~ ~ B.O. HEADER SIMPSON H6 HOEDOWN I,I LI , , . • j ' • , . ' . • ' • • EL SEE PLAN B.O, HEADER 8.0. HEADER EL SEE PLAN EL SEE PLAN " " I , ; ; , AT ALL INTERMEDIATE ..a . ~ ~ • : , ' : ~ . ; . ~ ®48 O.C. ~ X 6 STUDS ®16 O.C. ~ 1 ; ~ I SUPPORTS • SEE PLAN SEE PLAN HEADER PER i I I ~ ~ II CONT, BOTTOM I SCHEDULE ~T~ " SILL PLATE ~ (3) ~5 DOWELS (8" O.C.) W/ 10" HOOK PLYWOOD/OSB I I• ~ WALL BRG. AT ALL HOEDOWN ANCHOR SEE FTG. SCHED. SHEATHING ROD LOCATIONS EL SEE PLAN ~ THREADED ANCHOR SECT ON 4 SECT ON 5 . _ " I ROD W/ DBL. NUT . _ " 3/4 1 0 3/4 1 0 & HEAVY WASHER AT L ~ E AL EMBEDDED END TYPICA W OD PANEL SH AR W L CTION ° I° 2 TRUSS NOTES 1/2 = 1-0 1. MATERIALS: I " 101-4 A. LUMBER: AS REQUIRED BY THE TRUSS MANUFACTURER, MINIMUM GRADE TO BE SYP N0. 2 KD 15 PERCENT MC, EXCEPT FOR WEBS, WHICH MAY BE MINIMUM GRADE OF SYP N0. 3, I KD 15 PERCENT MC. B. CONNECTIONS: ALL INTERNAL TRUSS CONNECTIONS ARE TO BE DESIGNED BY THE Drawing Date 38'-0" 4'-0" 12'-0" 4'-0" 38'-0° 38~-0" '-6" TRUSS MANUFACTURER. CONNECTORS SHALL BE DEFORMED PLATE TYPE, OF MINIMUM 20 GAUGE GALVANIZED STEEL SHEET. ALL JOINTS ARE TO BE DESIGNED USING METHODS ? Preliminary ~I AS SET FORTH IN TPI STANDARDS 1976. 6'-4" 25'-B" 6'-0° 6'-0° 25'-8" C. HANGERS: ALL TRUSS i0 TRUSS HANGERS SHALL BE MINIMUM 18 GA•, AND SHALL BE . Bld 5112106 25~-$" 6'-4" PROVIDED BY THE TRUSS SUPPLIER. S.W. S.W. 2 x 6 OUTRIGGERS S•W. D. ALL HANGERS, STRAPS, CAPS, BASES, HOEDOWNS, TIES OR OTHER CONNECTORS IN S.W. PRONDE ROOF TRUSSES CONTACT WITH PRESSURE-TREATED LUMBER ARE 10 BE BATCH/POST HOT DIPPED . Permit 5/12106 13'_2" AND 2 x 6 WALL FLAMING GALVANIZED PER ASTM A123 WITH A MINIMUM G185 COATING OR STAINLESS STEEL I (FACE OF 5 (FACE OF AT ALL DORMERS (GOOFS E. ALLHFASTENERS CNCLUDING NAILSFOANCHORTBOLTSi PowDER4ACTUATED FASTENERS, ? Construction TRUSS 1 (4) 2 X 6 STUD 7.1 (4) 2 X 6 STUD 1 ) 1 TRUSS) MAY BE ST1CK-BUILT AT AREE 0 BE~HOT~DIPPEDHGALVANIZEDSPERNAS~MTA153WWITHPAEMSNRMUMRG185 COATBING 71 CONTRACTORS OPTION) OR STAINLESS STEEL WITH CHEMICAL COMPOSITION CONFORMING TO AISI 303/304 OR RBVISIOnS • ~ 7,1 COLUMN COLUMN 7.1 3 x10 AISI 318. FASTENERS AND CONNECTORS ARE TO BE OF THE SAME MATERIAL, STAINLESS " STEEL OR HOT DIPPED GALVANIZED, DO NOT MIX MATERIALS. 1Q 6Q ~ 'i I H1, L1 H2, L1 H2, L1 _ , 1 H2, L1 H2, L1 3~:~:~s H2, L1 H1, L1 ~ 2. SPECIFICATIONS AND REFERENCE STANDARDS: UNLESS SPECIFICALLY SHOWN OTHERWISE, Q Q _ _ _ ~ ~ ~ ~ ~ i~°~^:%# ~ DESIGN, FABRICATION, ERECTION, HANDLING AND BRACING REQUIREMENTS ARE TO BE R GOVERNED BY THE LATEST REVISIONS OF: Q A Q ~ 3 N C~ ~N ~ (3)2x6 (3)2X6 ~ ~I 3 A. NATIONAL DESIGN SPECIFICATIONS FOR STRESS~RADE LUMBER AND ITS FASTENINGS. > ~ N B. TIMBER CONSTRUCTION STANDARDS. °jr mr C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES. Q ~I -t- I D. TRUSS PLATE INSTITUTE PUBLICATION-BTW BRACING WOOD TRUSSES: COI,~IENTARY , I ~ I ~ ~y o o sassoR TRUSSEs '~•'0 ~ ~ W ®24 a,c. I Gf~~ ~ a ~e I AND RECOMMENDATIONS EXCEPT AS NOTED BELOW. n5 ~~J~ I 3• DESIGN o o ~I ~ I J 1 0 o A• ALL TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER FOR THE FOLLOWING i o 1 = I GIRDER TRUSS ~ ~ ~ ~ I JACK TRUSSES JACK TRUSSES i = ~'1 I Seal O ~ ;OADDESIGN LOADINGS: ?1~Illlllll~ I ~ 24" O.C, ® 24" O.C. I TOP CHORD: LIVE LOAD: y2B PSF `~~4~` O r I DEAD LOAD; 15 PSF ~ O ~I~, I I BOi CHORD: DEAD LOAD: 10 PSF P " B• WHERE TRUSSES ARE REQUIRED TO FRAME INTO OTHER TRUSSES, DESIGN OF THE E_~p•:/O " HANGERS SHALL BE THE RESPONSIBILITY OF THE TRUSS SUPPLIER, THE TRUSS SUPPLIER ` * : E-si101 R 3 cp 3 SHALL MAKE NECESSARY PROVISIONS IN THE SUPPORTING TRUSS TO ACCEPT THE TYPE ~ xMrdl E_~ ~ OF HANGER REQUIRED. : ~ ; uxnna c-ssa~ ; ~ if1 N GIRDER " ~ " ~ " BRICK LINTEL SCHEDULE 3-0 (INSIDE 20-0 3-0 (INSIDE GIRDER C• THE DESIGN OF ALL WEB MEMBER PERMANENT BRACE SIZES AND CONNECTIONS, ' ~ ` 0'~ REQUIRED FOR THE STRUCTURAL ADEQUACY OF THE TRUSSES, SHALL BE THE SOLE ~ TRUSS FACE OF INSIDE FACE OF TRUSSES FACE OF MARK SIZE REMARKS TRUSS RESPONSIBILITY OF THE TRUSS SUPPLIER. ,,iii • ~ ~ D. ADDITIONAL MEMBER PERMANENT BRACE SIZES AND CONNECTIONS, NOT PROVIDED BY ~ N L F, TRUSSES) TRUSSES) THE SHEATHING SHOWN ON THE CONSTRUCTION DRAWINGS, SHALL ALSO BE THE ~ ~ RESPONSIBILITY OF THE TRUSS SUPPLIER. THIS BRACING CAN INCLUDE, BUT IS NOT ~llp - L1 L4 x 4 x s 6" BRG. EACH ND 4 CENTERED ON CENTERED ON ~ ~ z~ LIMITED T0, TOP CHORD BRACING FOR TRUSSES WITH PIGGY--BACKS, AND INTERMEDIATE N I BRACES FOR GABLE TRUSS WEB MEMBERS. w G IU I v WINDOW OPNG, WINDOW OPNG, ~ CURVE AN LE TO ADS I ~ ~ I N I 4. SUBMITTALS: L2 L7 x 4 X ~ LLV PER ARCH. AND PR VIDE 6" ~ ~ I ~ ~ N ~ N ~ N N HORIZ BRG. EA END I I~' `~I ~'I =I I~ ~'I ( ~'I "'I 00 JI W > > wp ~ ~ ~ ~ ~ TWO ~ ~I` I ~ ao 00 A SUBMSTTALISHALLRENCLUDE THEMFOLLOWING RNFORMATRONR TO FABRICATION. TRUSS =1 ~ v~ ~ ~N J J o fns? o m ~N m m I I 1• DESIGN INFORMATION FOR EACH TYPE OF TRUSS SUPPLIED. ~ I z °f 2. LAYOUT DRAWING INDICATING LOCATION OF EACH SPECIFIC TRUSS TYPE. ~ Q Im Im ®ml ml ~I W i~ I ®ol of o ~ o 0 0 0 ~ to ~ c3 ° ca oi~ w I 3. PERMANENT MEMBER BRACE LOCATIONS, BRACE SIZES, AND CONNECTIONS, W W ~ °o w c~ 4. TRUSS HANGER TYPE AND LOCATION, FOR ALL TRUSSES FRAMING INTO TRUSSES. I W (n R W HEADER SCHEDULE I N ~ N o I 5• TRUSS DESIGNS AND LAYOUT DRAWING STAMPED BY A REGISTERED PROFESSIONAL W N ~ N ENGINEER, STATE OF OHIO. ~ ~ p ~ I z z z I 4 B. SUBMITTALS WHICH DO NOT INCLUDE THE ABOVE LISTED INFORMATION WILL BE ~ ~ L 7.1 RETURNED TO THE CONTRACTOR PRIOR TO REVIEW. Q F- d' rn ~ MARK SIZE JACK STUDS KING STUDS 5. MISCELLANEOUS; UNLESS SPECIFICALLY NOTED OTHERWISE ON THE APPROVED TRUSS SHOP ~ ~ H1 (3)2X10 (1)2x6 (2)2ix6 DRAWINGS, ALL MEMBERS OF MULTIPLE TRUSSES ARE TO BE NAILED TOGETHER WITH tOd J 0 a ~ GIRDER COMMON NAILS AT B' O.C., FOR DOUBLE TRUSSES, OR WITH t6d COMMON NAILS AT B' O.C. GIRDER H2 (3) 1~ X 9~ LVL (2) 2 X 6 (2) 2 iz 6 TRUSS TRUSS FROM EACH SIDE, FOR TRIPLE TRUSSES. Q = _ R 0 `•O 3 I Vi in ~ N STRUCTURAL LUMBER J ~ in 3. MATERIALS: W ROOF FRAMING NOTES I i ~ A. STRUCTURAL LUMBER; BEAMS, HEADERS, JOISTS AND RAFTERS - SPRUCE-PINE-FIR I N0.1/N0.2; 2 x 4 OR 2 X B STUDS - SPRUCE-PINE-FIR 'STUD' GRADE, UNLESS NOTED 1. DESIGN LIVE LOAD; I JACK TRUSSES JACK TRUSSES OTHERWISE. ALL DESIGN VALUES PER 1997 NFPA NATIONAL DESIGN SPECIFICATION• 1 = ANY SUBSTITUTIONS SHALL MEET MINIMUM DESIGN VALUES OF ABOVE MEMBERS. PITCHED ROOF 18 PSF o R 1 =11 " SNOW BALANCED) 15 PSF ~ o I ®24 O.C. ® 24" D•G. I~ ~'1 0 ° B. MICROd.AM (M~.) OR LAMINATED VENEER LUMBER (LVL): Fh = 2,600 PSI, Fv = 285 PSI, _ . ° I I I Fc (PERP.) = 750 PSI, E = 1,900 KSI. ~ I- ° SNOW UNBALANCED) 5 PSF (WINDWARD) p, 7.1 = 28 PSF (LEWARD) ~ I ~ o °r' C. DECKING AND SHEATHING (OSB OR PLYWOOD): RDOFS - 19/32' OR 5/B' APA RATED ~ U I = SHEATHING, 32/16, EXPOSURE 1; WALL SHEATHING - 7/16' APA RATED SHEATHING, 24', Qi ~ " ~ 2. INDICATES INFILL FRAMING LOCATION. VALLEY SET T USSES MAY BE G o ~ ~,0 I EXPOSURE 1, ~ 0 m n SUBSTITUTED AT CONTRACTOR S OPTION. INFILL FRAM NG SHALL UNIFORMLY I /,~lJ ~ ,I Q to DISTRIBUTE LOADING TO UNDERLYING ROOF WITH A MAX MUM SUPPORT I ~ ~ ~ ~ ~ 6~ ~ I D. ALL LUMBER IN CDNTACT WITH CONCRETE, MASONRY, GROUND / SOIL, AND USED IN ~ s~' I CONDITIONS WITH MOISTURE PRESENT, IS TO BE PRESSURE-TREATED TO RESIST DECAY. Z SPACING OF 2'-0' . 1 ~ 1 ~ PRESERVATIVES USED FOR PRESSURE TREATMENT 15 TO UTILIZE ALKALINE COPPER QUAT, T ~ ~ ACQ~ OR ACQ-D. OTHER PRESERVATIVES ARE TO BE SUBMITTED FOR REVIEW PRIOR TO 1 ~ c} ~ R O O 3. INDICATES STUD COLUMN LOCATION. MINIMUM (3) 2x6 U.N.O. a' 3 3 ERECTION OR INSTALLATION ON THE PROJECT. V I ~Jd'Q 4. INDICATES WOOD PANEL SHEAR WALL. PROVIDE 1 2" A A RATED PLYWOOD OSB ~ N SCISSOR TRUSSES <t to 4. SPECIFICATIONS: UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ~ ~ Q ~ w a ERECTION SHALL BE GOVERNED BY THE LATEST REVISIONS OF: U m W ° SHEATHING ON EXTERIOR FACE OF WALL. ALL PANEL EI1~_jES ARE TO BE BLOCKED. - - - - - - - - - - - - - - - ®24 O.C, - - - - - - - - - l R SEE ELEVATION 2/7.1 FOR SHEAR WALL NAILING AND ANCHOR REQUIREMENTS. oo Hi, Li H2, L1 H2, L1 H2, L1 H2, L1 H2, L1 H1, Li ~ I A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 5. ROOF CONSTRUCTION: - - - - - - - - B. U.S. PRODUCT STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD, 5/8' APA RATED PLYWOOD/OSB SHEATHING WITH 8d NAT'S AT 8" O.C, FOR ALL 1 - SUPPORTED EDGES AND AT 12' O.C. FOR ALL INTERMED~yATE SUPPORTS. ROOF ~ C. APA DESIGN/CONSTRUCTION GUIDE - RESIDENTIAL AND COMMERCIAL. 1 PANELS EDGES DO NOT NEED TO BE BLOCKED UNLESS NO ED OR DETAILED OTHERWISE. 5. CONNECTIONS: 1.1 ~ , ' PROVIDE ROOF TRUSSES (4) 2 X 6 STUD (4) 2 x 6 S1UD A. ALL HANGERS, STRAPS, CAPS, BASES, HOEDOWNS, TIES OR OTHER CONNECTORS IN CONTACT WITH PRESSURE-TREATED LUMBER ARE TO BE BATCH/POST HOT DIPPED ~ I`~~l 8. ALL EXTERIOR WALL STUDS ARE TO BE 2x8 SPF STUD GRADE AT 16 O.C. UNLESS NOTED COLUMN 4 COLUMN OTHERWISE. AND 2 x 6 WALL FRAMING GALVANIZED PER ASTM A123 WITH A MINIMUM G185 COATING OR STAINLESS STEEL WITH CHEMICAL COMPOSITION CONFORMING TO AISI 303/304 OR AISI 316. ~ ~ AT ALL DORMERS (ROOFS " " I ~ " T 0 LAN. REFERENCE ELEVAT I 0 =FINISHED FLOOR EL 6 -4 25 6 6 -O 25 -8 7. TRUSS BEARING ELEVATION NO ED N P M ~ MAY BE STICK-BUILT AT 25'-8" 6'_4" B. ALL FASTENERS INCLUDING NAILS, ANCHOR BOLTS, POWDER ACTUATED FASTENERS, ~ SCREWS, BOLTS, AND THREADED RODS, IN CONTACT WITH PRESSURE TREATED LUMBER too'--o`. CONTRACTORS OP110N S.W. S.W. S.W. " S W „ ORESTAINLESSTSTEELEWITHLCHEM?CALPCOMPOSIITAON3CONFORMINGNTOUAISIB303/304NOR ) 1 " I " 1 " 1 tl B. ALL WALL DIMENSIONS SHOWN ARE TO FACE OF SHEATHING. ~i -B 38 -O ZD -O 38 -0 38 -0 -8 AISI 316. FASTENERS AND CONNECTORS ARE TO BE OF THE SAME MATERIAL, STAINLESS 7. OR GENE AL STRUCTURAL NOTES. 9. SEE SH~,ET 2.1 k 1 F R STEEL OR HOT DIPPED GALVANIZED, DO NOT MIX MATERIALS. C. ALL MECHANICAL ANCHORS INCLUDING WEDGE ANCHORS AND SLEEVE ANCHORS IN CONTACT WITH PRESSURE TREATED LUMBER ARE TO BE STAINLESS STEEL WITH CHEMICAL COMPOSITION CONFORMING TO AISI 303/304 OR AISI 316. D. TRUSS TO WALL OR RAFTERS TO WALL - STANDARD HURRICANE ANCHORS AT EACH BEARING POINT• Project Number E. ALL NAILS ARE TO BE C01,4JON WIRE NAILS, UNLESS SPECIFICALLY NOTED OTHERWISE. a 6. MISCELLANEOUS: A5117 rn M A. USE SOLID BLOCKING AT ALL JOIST, RAFTER, AND TRUSS BEARINGS. B. PROVIDE SOLID BLOCKING AT MID-HEIGHT fOR ALL EXTERIOR STUD WALLS AND io M I INTERIOR BEARING PARTITIONS WHICH ARE NOT SHEATHED EACH SIDE WITH GYPSUM ~ ~ ~ I BOARD OR APA-RATED SHEATHING. C. APPLY CONTINUOUS BEAD OF GLUE ON JOISTS AND GROOVE OF TONGUE-AND-GROOVE Sheet Title PANELS. V N ' D. BEFORE APPLYING FINISH FLOORING SET NAILS 1/8' BUT DO NOT FILL AND LIGHTLY ROOF FRAMING c7 N SAND ANY SURFACE ROUGHNESS, PARTICULARLY AT JOINTS AND AROUND NAILS. PLAN L7 OF 10d NAILS AT MULTIPLE BON CENTER, STAGGERED. THE FULL I LENGTH TOGETHER OF H THE wMEMBER. AND DETAILS Screen All Service Struct, rE 3 ~ V ROOF FRAMING PLAN r I & Mechanical Units I'TH PER CITY CODE Sheet Numb 'r NORTH 00 co CALL PLANNING DIVISION 7.1 co 0 BUILDING A 0 I _ _ _ _ , ..-__.._.,_________..__-___....___________..___-_-____~il I i 11 1\ PAl.kl HP ~ 1 ~ r ~ r, II 0 - . auri~~rlise Suul'ACt I) r • CANN.LOAO 37.ISKW CONN,LOADAMPB ID3.2 1) I ~ FXIT if ~ r ~ I ~ t+IAIN 200AMpMB I ~ i • i ; II NP•17 -••»•••5• T P/C~•-----~ontaaor & #I voLTAGE IZDnos Spy 4W I 1 ~ i it Bypass rimer photoceA RtMn~cs ) ~ \ woos ohm osst ccr.NO, exR nhfr worts I . Stvltch ~ II \ ttxl3'n+rrEUCHr3t~ zoo t.f 2D t. z 20 la zoo t'xtuNt3cuot3rs II ~ ~ ~ ~I M N) CDntAGtar#) CANICOACNLTSr0} 40B 3A 20 0. 4, 20 3,4 408 CANlCOA II CNLTS (n) 1 ~ HP•? 1 recess cans/coach Bghtt building 8 ExtpNtfELTS ~ zoo I,f zo S. 6. zo Lf 2oD k7aTMrrBLTS 1 I \ HP•4•--•••-•--1 recess cans/coach Itghtt building A (d) I \ I / r I X11` 1 ~ ~ r ~ i ~ r~~ NP•7••••••t-•-°••1•°•••••°••••••••recess cans/coach B his building F cN+lconctt Lrs ~j 4oa 3A 1 I NP•B••-••••••-••1 recess cans/coach lghts bultding 0 ' 2D f' B' 20 Lf ao6 CnwCOACH Lrs (d) 1 I ~ NP•11~•--~•••1 recess cans/coach fights building E >:wrrNttt;Lrs 20o t•7 zo 9. to, zo Lf 2bo exrrMtrtLTS c 11 { j r II W HP•)1-•-1 recess cans coach It hts building C ( I \ i / g CAivtCOACHLTSD] 408 3.4 20 tL t2 20 i l \ 3A 406 CANICDACHLTS(C 11 \ FOUNTAIN 3pH 4361 36A ) 50 13. 14, SO 36.4 43bf FdIINTAIN W \ 3PR \ I i t.OntaIXar#2 FdUNTASH 4361 36.4 SD tS, t6. SD 36A 436E FOUNI'AtN I ~ I ~j POUNFAM 436E 38.4 SO If. IB. SD I HP•19 1 slteDghts 36.4 43af PouNrntN I ~ HP•1)-••••~••••1••»~••»~•••~•slte tights a \ HP•1O-•-•••••••1 sheltghts sIrELTS zoav 6fs sf 20 t9, zo. 20 fs ~ \ I \ I i I I I 1 ~ I ~ I i I I 1 { r ,r ~ NP•2I-••-••- •-•••--site fl his 900 stlE LrS 2D8v ~ ~ ~ HP•23 1 sltel9hts• SrceLTS brs s.f zD zt. 22 zo zs 9 I 9 pd 84rE LTS I NP•25 .1---•-••~•••sltellghts SIrELTB. zDBY II2S 9A • HP•14••••••••--•1•••••••••••--••••Sitellghts 20 21, 24. 24 fs 9DD SrI~LTS zDBV ( r I ~ ; / rf~i I HP•16•»•-•~••••1•»~•••~••••••••sitelights SItEL'rs; ttu 9A 2D 2S. 26, •20 f3 gpp 1 5tf0 LTS ' r1MER 100 ,gq • z0 2r, 26, 20 SPARG 9 ~ 29. 3D, ( - i 31. 32. ~ ~ rr _ . r ~ I r'""'"1 1 i~ 33. 30. ) r I ~ I 3S. 36. 1 i j f 37. 36. 1 ~ ) ~ t 39. 40. 1 - i i i i 41. 42, i f~ I / / r I • I • PH n ~ ASB t33S0 WATrS rr ~ Y'~.. _ I B It629 wnTrS ~ I ~ c ums wnTrs I I ~ r \ 11 11 ~ rorAL 3flso Wnr3s ~ 1 ~ r r/~j 1` ~ 1 I • 11 ; r ~ ~ I ~ ~I ~ ~ I • ~I II i ~ ~ I I I II II ~ % j II ' II r i ~ ~ ~ s Orawing gate ~ ~ II I i II i I i i 1~~ ~0 ; I ? Prelsminary I E i I HOUSEPANEL 11 ~ 1 I ? Bid ~ i IXIT ~ ` ji • i Meter centers & #6 ) ~ ~ • 11 ? Permits I II ratnrJ hr1OOam r ~ Ik_ 9 pmatrtbeaker )Ix12'x6O L- ....._.._______________.._~.-..--w:~-! ' ' ~ , 1'r .,_W-_..______.._.,__......_...._..__...-__.-_~.-xa ?Corlsitllction° tZ0/1OB 3O4w41 clrc, pane) ~ RT wire way #q 1.4"coadu)ts with 4.600 MCM I In each, - f ~ Q 6.29.06 '"Q ° ~ , Install timer and relays fn rain tight T 2 ~ conduit with Cabinet 24 x24 ir8" S/8'x 8' ground rod o AEP transformer 0 s 4.3/0 l?a ,:Q To AEP secondary enclosure y a~n. ' n3 S/8 x8' ground rod C~'~ICAL PIS ~ ~ • PL4N N4RTH „ • - scA~~. 1/8 a I Mount meter, panel and cabinet on 1 h"angle iron frame , ~ Metercenters #2 #3 #4 a . , ~ ~ Seal.. ~ • . nd #5 , ' 11x12'x6O'RT, wire way ' #4 1.3"conduits wJth 4.350 MCM . ' !n each ' ~ ~ . To AEP secondar y enclosure ' . , 5/8x8'groundrad . ©Wire circuit to Junction box on outside of building Conned to house pane! timer ~ • ~'Wlre dreuit ro Junction box an outside of building ~ ; ~ Conned to proper circuit breaker @ house panel Q3. ,lunctlon box Location for shell circuit wlrtng ~ ~ `~~m A See site plan for conduit and wire sixes along with . t,;. • Ctrcult number • MetercenterJocatlorts ' U , ~~Fxit signs to comp! y with 08C 1011 ~ • ~ ~~Y.,r MetercutterlJ•ButtdingA•5/W corner , ' Metercenterfl • Batlding 8.5/f carnet o i'«, Meter center #3 • guUdtng C• N/8 comer • MetercenMrar4 • Bultdfng 0 • S/W corner ' Met¢rcenter#5• Building f • N/Wcome? I Metercenter~6•BufldingF•5/f Corner :aa i ~ ~ ! ~ See she plan SEf r ad jo ditlonaltnjormatton . ` ~ q Ffk'TURESCHEDULE I Ott, NMf~•. • . Type Factory Catalog Number Lamp Remarks ~ d. C"¢' A Crysrai MEO•CLW 18.213W 2•I3WQUADS COACHLfGHT ~ ~ ~ ~ 1 t3 Pres, PBX T815 1.75W PAR 30L RECESS CAN ; ~ ~ y: ' ' F,KfT 'DualNte LTURW3 INCL. IXfTCOM60 tiNfT Q ~ ~ REMOTE Duallite LXTOS iNCL OUTSIDE EGRESS LIGHT ~ I ~ Leviton 8829•C1 1.100WAi9 ~ ~ ~ ~ e-- 1 ~ ~ ~ ~ t9 ~ J . ~ w ~ • twr , ° E OF X ~ ~ /G ~~'N' Ott K;* ~ ht w ~o, .FC G~ FroJect Number A~~ ~ 7 . I Sheet Title ~ Sheet Number. "'Em f N nI nil Jf,