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HomeMy WebLinkAboutBLD2011-00295 •ILDING PERMIT APPLICATION LA11„00224 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD11-00295 Received Date: 10/26/2011 SITE ADDRESS: 1109 CHIMACUM RD CHIMACUM, OWNER: CRAIG AIG DURGAN PHONE: 360-4 64 801 OLELE POINT RD PORT LUDLOW WA 983659413 SUBDIVISION: Block: Lot: TX 52 PARCEL NUMBER: 901114008 Section: 11 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: MICHAEL J ANDERSON PHONE: (360) 531-1011 330 CLEVELAND ST PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOI, MINI STORAGE BLDG A - UNHTD, NO PLMB TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 7,500 TYPE OF IMP NEW MAIN: INDUSTRIAL: VALUATION 112,500.00 ADD'L: HEAT TYPE: UH CODE EDITION: 2009 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: 1 OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT NUMBER OF EMPLOYEES: WATER SYSTEM: BATHROOMS: Exist: 95 Prop: ep Tot • Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,066.55 LYK 10/26/11 128284 APPROVE Plan Check $693.26 LYK 10/26/11 128284 State Building Code $4.50 LYK 10/26/11 128284 J JLS 2012 Total: $1,764.31 Jefferson County Planning &Building Department e,ln 51 0,r\ — evAtvidr cue- .0.04AS U (402-ts.-4- eN26- r"21-Ar"I'"6_ 0-SON C'06- DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 Tel:360.3794450 ( Fax:360.379.4451 Web:www.co_Jefferson.wa.us/communitydevelopment N�qs f' C E-mail:dcd @co.jefferson.wa.us CERTIFICATE OF OCCUPANCY PERMIT #: BLD11-00295 APPLICANT: CRAIG DURGAN PHONE: 360-437-4127 801 OLELE POINT RD PORT LUDLOW WA 98365-9413 SITE ADDRESS: 1109 CHIMACUM RD Issue Date: 07/5/2012 CHIMACUM, 98325 Final Date: 6/11/2015 SUBDIVISION: Block: Lot: TX 52 PARCEL NUMBER: 901114008 Section: 11 Township: 29 N Range: 1W PROJECT DESCRIPTION: MINI STORAGE BLDG A- UNHTD, NO PLMB THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 6/11/2015 \\tidemark\datalforms\F_BL D_Occu pan cy.rpt 6/25/2015 TEMPORARY CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD11-00295 SITE ADDRESS: 1109 CHIMACUM RD Issue Date 07/5/2012 CHIMACUM, 98325 Inspection Date APPLICANT: CRAIG DURGAN PHONE: 360-437-4127 801 OLELE POINT RD PORT LUDLOW WA 98365-9413 TX 52 SUBDIVISION: Block: Lot: PARCEL NUMBER: 901114008 Section: 11 Township: 29 N Range: 01 W PROJECT DESCRIPTION: MINI STORAGE BLDG A - UNHTD, NO PLMB THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE INTERNATIONAL BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: S`) UBC TYPE OF CONSTRUCTION: I I ' THE PROJECT RECEIVED ITS TEMPORARY SIGN OFF ON I o-2 - > THIS DOCUMENT IS VALID FORGO' DAYS. THE BUILDING MUST RECEIVE A FINAL CERTIFICATE OF OCCUPANCY WITHIN THAT TIME OR THE TEMPORARY OCCUPANCY WILL BE NULL AND VOID. \\tidemark\data\forms\F_B LD_Tem p_Occu pan cy.rpt 10/29/2013 wtyO" JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 'SRIN�'� / � Mon. Tue. Wed. hur Fri. Date: _Time Received: "7-b � am�i Date: Contact Name: � BLD: � .Ze Contact Number: 360 7 ,v 0. b Ow Owner: 206 Address: / ./. Notes: Framin Propane Tank Mechanical Foundation Plumbing g round Furance Setbacks Under-ground Under Framing g Gas Footing Rough In Air Seal Above ground Stemwall Hydronic Exterior shear Exterior lines Oil Interior shear Interior lines Ducts Straps Hot Water Htr Appliance Post Hole Ventilation „„,,-_-ri_ - Gas/Wcod stove Man-Homes gleit_re S'J.1 1 Final Inspection Setbacks Address Posted Foundation 7,t c�� C�I - frC ) (9d / , . . tt _. . . ..,440--..... ‘ - ?7g.i.en;+;', . . • • ..-,-5f,:rer;g: . -, • fr.e.:47- 43-1-f - . . - . Date?"1.2. time received 4-/V9 am <02 Mon. Tues 1W.F all,- UM: .0.2.4,5— . Date: OWNER: Contact Name: 1--rilt/y ADDRESS: i) 0 ti CI zr.-7 /e/D Contact Number:360.5-3/.334e, , 206 q - Notes: e . . Foundation Plumbing -Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furnace - _ Footing "5/ Rough in Air seal Above ground Gas _ Stemwall Hydronic Exterior shear _ Exterior lines Oil Straps Interior shear Interior lines • Ducts • . Post Hole ' Ventilation Appliance f . .___. Underfloor Gas/wood stove Man-Homes Setbacks Insulation. Final Inspection 9 Foundation . Nock&Tie floor wall ceiling Address Poste„4d . i 4 AIMIMMIIIII . - .. ,� - .t ��CC L� � Date t D time received I am 0 4,411, TueS_ ,Wed: Thur. -Sri. BED: ,` '2-C15 Date: (O �� • OWNER: . Contact Name,: ,,(( _� �/,��^� / ADDRESS: 111,3 -..a Gu--�- . Contact Number:3fi0__� ./'t'W y)"-''�*° 20G Notes: ` x. Foundation, •Plumbing - Framing Propane Tank Mechanical Setbacks Underground Framing Underground Furnace Footing Rough in Alrseal Above ground Gas Stemwall __ Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines i Ducts . Post Hole - Ventilation Appliance ' Underf oor G as/wood stove Man-Homes - .. Setbacks Insulation • Final Inspection ;'J Foundation_ - ..: Block&lie floor wall ceiling. . Address Posted i S •,,e72•215,.., \/ ■ AeiV,Ix-t,:- ,. v------ -',15-4r--3-.---„--r%- pf,f g.,rz -41 - _ Date / -1.-( time received // 530/ pm on Tues. ,Wed: Thur. - BLD: 1/-01 QC-- . Date: / -7 . OWNER: - Contact Name: _ i ADDRESS: //cd"'7 C-141" P Contact Number:360 5 '/ 206 i Notes: . - . d Foundation Plumbing • Framing Propane Tank - Mechanical Setbacks Under-ground Framing Underground Furnace Footing Rough M Alr seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines - Ducts Post Hole ' _Ventilation Appliance Underfloor - Gas/wood stove Man-Homes Setbacks ' Insulation. Final Inspection ..., Foundation . - -V . Bieck&Tm floor _wall ceiling Address Posted ____ ' , . 1 .... A r,l1;'`mo t' Date time received 3'{6, (m ' Mon. 440:Wed: Thur. -P . BUJ: I (-AqS Date: ' e'l3 OWNER: f Contact Name: 8 ADDRESS: it0°t a'— - Contact Number 360 $ / ;3(08 x•,,3 - 206 . s. Notes: Foundation Plumbing -Framing Propane Tank . Mechanical setbacks Under-ground— Framing Underground _ Furnace Footing Rough in Air seal Above ground _ Gas Stemwall __ Flydronic Exterior shear _ Exterior lines _ on Straps Interior shear Interior lines _ Ducts Post Hole Ventilation Appliance Underfloor Gas/wood stove MamHonies • Setbacks ' Insulation. Final inspection Foundalan __ • Block&Tie _ floor wall ceiling. . Address Post�d 1 . 111M1 =M1 _ • N, ■ --g•iVX.1:7-- - 1,-a,.."•,74-r .% • *0...aA—z2. i,-7i 9-,V4---:---"1- . . .)9:&....: . f 41 .„.:: Date 7gq time received Cgis pm Mon. Tues. Wed:Cr-Fri. BID: l k- '2-9 s- . Date: • OWNER: Contact Name ADDRESS: 11 061 rit,IM-1 b Contact Number:36057? 3 34,6 206 , a Notes: . 0 Foundation Plumbing - Framing Propane Tank Mechanioal Setbacks Under-ground Framing Underground Furnace Footing Rough In Air seal Above ground Gas _ _ Stemwall _Y. Hydronic Exterior shear Exterior lines Oil Straps Interior shear Interior lines • Ducts A T ____ Post Hole Ventilation Appliance . Underfloor . Gas/wood stove ManJHom es . Setbacks Insulation. Final Inspection ii.,.1 • ..„ __ , Foundation- . ill • Block&Tie floor _wall ceiling. . Address Fold ' — . i lior■s........ A --- 45:—Ii/--- ,\.)\r -o e, o ts 'fr'i" 114ald C c , MC, s :5 Ni , --Co r AG4, C g ;C/r -:ct-- v= --c---' q,°.7-‘ 1- 1-07 y_ Ck ? cam, %4, ri,5cA - - 0Sity-i-NA bei6e-- "v4- \AJG" 5 P-4 T-'-r IL) rthivvx, I _ �� )eo VS O k A0 ass v e (fl, bar- 1/1-b b 8 a - s r vwo J _i_o ` ✓ 8. 0_ S pro RiDaL) ---Tc , i k) , v\, r -u)-- _ D EcEllvEL) , 1 I IJ' I FEB 2 "' JEFFERSON COUN DEPT.OF COMMUNITY DEV'LOPMENT r' >a r.i\ 1 -7/1-- Rla,r-OF-WW fk'7aE,E n a ��_G°�C°Q� _ 1. a D 00 O 000 gi ` — --■ �, iATo -_ 4,1 w rrSZ mmoyL S gqNLZi ki g i Z .�-� ��'r '�� /�_�,1. `�'\ r7 .-- L4r 53 z 'f '�� � 6E 3 1oz 8 yg p� m e :; 1I v O to III P100 2 N z -II Z g �� LV LA • `� i z z N '� ° a 2 Z _ 1�. j : 1JL °w 1 lyya�ICN� y Nml 2 m 2 i O -.N �. 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C r `° d L J SS fV \/ it ■ • • Dear Mister Carl Smith Concerning the new Storage units on Craig Durgans property at 1109 Chimacum Road;The neighbors are concerned with the appearance of the buildings,they are eye sores,we all wish to see 14 ft. evergreen trees planted around the property to soften the effect of the buildings. It is residential all around it. Please make sure to the sign is on the property and meets county standards. Before granting certificate of occupancy all these requirements must be met.We don't want him around here. Thanks in advance For your cooperation The neighborhood C✓(Pi V , ièON c ' i '\ DEPARTMENT TW, COMMUNITYDEVELOPMENT '' 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax V� �0 www.co.jefferson.wa.us/commdevelopment 81N Master Permit Application MLA: `- 3a Project Description(i dude separate sheets as necessary): I" � SG� GOns;i✓c ion n n 1 — STo,---,15� A Tax Parcel Number. 90 j 1 ) t-{ CU p raj Property Size: S, I 9 G,. (acres/s are feet) Site Address and/or Directions to Property: i I t 3 (-Lyr. 4Gk.1M IL 04 , P.,c. F( /,0c-1. w0 9 S 33q Property Owner(s)of Record: , ...--, Telephone: 36 d- `-1'3'7– 1-1(27 Fa, : ' / email: ,- . -^" mss. 01 Mailing Address: / 0 L'�o ,c 13'2-el�� /o,- 4 / o� W A q Q. .3 Applicant/Agent(if different from owner): I i r LC k3EL A • • • Telephone: - -51' I L I Fax: email: Mailing Address:_ . What kind of Permit?(Check each box that applies ❑Lot or Road Segregation ❑Building ❑Critical Areas Stewardshi• Plan ❑ Demolition Permit ❑Variance(Minor, Major . Wlil a;Rt. ■ -': - ❑ Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a), , O ( E I V I-� ❑ Manufactured Home_ .❑ Modular - - ❑ Discretionary"D"or Ur a a L� g Commercial* ❑Special Use(Essential Ff rd Facilities)** ❑ Change of Use ❑ Boundary Line Adjust e G CT ' 6 ❑ Address ❑Road Approach_ ❑Short Plat** I J Z�j j ❑Home Business ❑Cottage Industry ❑Binding Site Plan** ❑Propane ❑Long Plat** ❑Sign -- ❑ Planned Rural Resid:ntial�ry Do' �{i •i•IDEro mendmen ** ❑Allowed"Yes" Use Consistency Analysis ❑ Plat Vacation/Alterati. f O'•�MUNIIY Dfl'EtOPMET ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit •evisi• ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre–Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference m°s:easE''ide n• tetat a .d An l DESIGNATION OF AGENT I hereby designate!"'. i �4 - ( 4, I -C-A-' to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE L ___ Date: /0/-2--_S-1 t 1 By signing this application form,t•- owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. St`I s access and right of entry will be assumed unless the applicant Informs the County in writing at the time of the app'--tion that he orrewants pr,r notice. Signature: i_.r...c_ - Date: l D/Z Ste/j The action or actions A•�ant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA.°Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual, group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if • are in compliance ith the J:1-mon County development code.The Applicant acknowledges that he,she or it holds individual and non-transf: able responsibility • adhering t. •nd complying with the ESA. The Applicant has read this disclaims andiign�and dates it below. Signature: /t/-.� o . Date: LD / e—aRe.....:,re....-\Off iFFYIR NSClittE\rpr Pnit n,fC\r...-.e.,,r ?ilR...-...A A.f.,....,,..,..:.e--i:- , to no A- BUILDER STATEMENT 0 The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assu r' g the responsibif the G-'eral Contractor for the proposed project. /Signature: — _ .., Date: _ 1 O/Z U / / GENERAL CONTRACTOR . MANUFACTURED HOME INSTALLER: PHONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: S_horeline: Type of Sewage Disposal: X New ❑ Wood Existing: ❑ Sewer ❑ Addition r` Steel Proposed: Bank ❑ Commun ty System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individua System ❑ Repair ❑ Masonry SEP Permit# ❑ Demolition ❑ Other. Bedrooms: Water Supply: Existing: Setback: ❑ Private Well 0 Two Party Type of Heat Proposed: ❑ Public T 7 Total. Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: re Number of occupants(includes owners,ten ts,employees,etc) Current I Proposed /7%' IBC Occupancy . IBC Type of construction: _ Will you have Food.Service? Yes / No If this is a Propane Tank andlor Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 Other Is this appliance being installed in a Manufactured f Mobile Home? Yes / No When applying fora permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed lar Office Use Only Amount Revision Main Floor Heated EH Bld App Review: i 4(0 r 2"3 Floor Heated Consistency.Review: �:ase ee: r ---._ am s Mezzanine ." ezzanine Additional Section: _ Heated Basement Plan Check fee: tapqs '2C° Unheated Basement - State Surcharge fee: 4,n..) Other Unheated Pot Water Review fee: ft) Pi Mb Garage/Carport SUBTOTAL C9 1,93.31 Decks 911/Rd Approach fee: Other F'-fG• + TOTAL: $ O[1 0""-�j J Receipt Number: i a SON pp�� '� Cash/Check Number: ' ESTIMATED COST(REQUIRED) Date: �V C � ' •Fair market value of all labor and materials foundation to finish V C.� r r1 + Initials: ,. ..uuaa.r�..,rr•uu.u �nr�nr.n•,r _..rnr�r._._._'r.r.._..n.._._ . __r_._.._c nn no�__ D -I X X -6 CD 07 -I ti X -I -I CD 0) -- -- CD -0 CO a X o_ C7 r+ X a C7 -5 "O a o - U 7 -5 o a C o_ CD 01 0 CD 7' O CC -- CD CC CD CD C CD r+ O CD - 7 7C 77 Z E Z Co G7 O 7 # CC W N CD C7 o CO -5 o_ 0 0 0 OD -, 0 0 0 CO o co CD c 0 2/ G7 - W -IS- O O O O C Cn -' CO O r+ - N O o CO C7 C7 • r+ C -1 Cn G7 O O 7ZI O -0 C M D � CD MI D 3 0) CO G7 x o -{ H o Co D o al r CD -I Z Cll -I C7 77 r r m x n7 ry o_ m C7 C IT O -I CO D 3 o r c m C7 ry r o r m 70 -I 7ZI M/ co O C7 D D D -, O 07 M U D O � X r--I M --, 77 •• O Z O D G7 -, O H TJ CO -CI rri z m r 41. m 7 M -1 CO m 0 70 o_ D CO • � 73 N -< = o -, -- CO i-i o 3 7 co Z D o_ W O C7 r CO o rn o � a -i E al = c 7 m 1 n a] CO C7 � o c o_ o W CD CD 0 -I -I C7 � � X. 0 3 o Z D C7 C7 O tS D v Z S 7- S C •• .--- C CO CO H o_ r+ 1 O O m n , 2 C 0 C7 7 3 to _ o_ a3 3 CL z o 0 O r � C- N N — CD Z � O L � o H O \ T Z CS N m o O C H O Z7 • • -< • • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER if -ZCj S OWNER JOB LOCATION /1/3 ! /rD Inspection of this structure has found the following violations: ?G /-, lih-L /epic -,,' %A.) You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date /—7—/3 Inspector e. BUILDING DIVISION (360)379-4450 INSPECTION HOTLINE (360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE • .`. fferson County Building Division Permit Number: BLD11-00295 Applicant: DURGAN BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that days inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks C -12) _. Erosion Control y� Foundation Footing h�1 l� -1, ��/ ( 1 5 5L,1-.J 4 ---14-t Straps(hold downs) �1 Framing I0-1_I2D I-15 Fire Protection Landscaping Address Posted III 14 Lettez_ AcHeT, Se_ Grad. 5 to Z.3n.ra_ FINAL INSPECTION /11/.1 s FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • BUILDING PERMIT • Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD11-00295 Received Date: 10/26/2011 SITE ADDRESS: 1109 CHIMACUM RD Issue Date 7/5/2012 CHIMACUM, 98325 Expiration Date 7/5/2013 OWNER: CRAIG DURGAN PHONE: 360-437-4127 PO BOX 1328 PORT HADLOCK WA 98339 SUBDIVISION: Block: Lot: TX 52 PARCEL NUMBER: 901114008 Section: 11 Township: 29 N Range: 01 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: MINI STORAGE BLDG A - UNHTD, NO PLMB TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: 7,500 TYPE OF IMP NEW INDUSTRIAL: VALUATION 112,500.00 MAIN: CODE EDITION: 2009 ADD'L: HEAT TYPE: UH OCCUPANCY: HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: 1 CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $1,066.55 LYK 10/26/11 128284 Exist: 0 Plan Check $693.26 LYK 10/26/11 128284 Prop: 0 State Building Code $4.50 LYK 10/26/11 128284 Total: 0 Total: $1,764.31 NUMBER OF EMPLOYEES: 1 Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 7 am the day the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS ADAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED J • • CONDITIONS for Building Permit# :BLD11-00295 1.) No plumbing has been reviewed or approved for this project by Jefferson County Public Health. Additional requirements may apply if plumbing is proposed. 2.) An additional setback of five (5)feet is required from the edge of the buffer area to any future development. 3.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 4.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 5.) An Engineered Stormwater Reort prepared by Michael Anderson dated June 25, 2012 has been submitted, reviewed by the Public Works Department and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 6.) The applicant shall comply with the approved landscaping plan dated June 25, 2012. 7.) The applicant must ensure that any hazardous waste associated with demolition is properly disposed, and is responsible for obtaining information and any necessary permits related to that disposal. Contact Rob Riech of Ecology's Hazardous Waste and Toxics Reduction Program at 360-407-6751 for more information about safely handling dangerous wastes and demolition debris. 8.) A fire hydrant shall be installed at the entrance to the facility prior to final building approval. 9.) Storage of boats, RVs, etc. that have the potential to leak gas, oil or other hazardous materials into the ground, must be within the storage structures at all times. 10.) The project shall comply with Minimum Requirements#1 thru#10 of the Department of Ecology's Stormwater Management Manual for Western Washington and with the following conditions required by the Public Works Department: a) Prior to being issued a building permit, the proponent shall submit detailed plans for the infiltration system to the Public Works Department for review. b) The proponent shall contact the Public Works Department, (360) 385-9160, to inspect the infiltration system prior to backfilling. c) The proponent shall enter into a Stormwater Management Facility Maintenance Agreement with the Jefferson County. Prior to final approval of the project, the Department will send a copy of the Agreement that has been signed by the Public Works Director to the applicant. The Department will not give final approval for the project until the Agreement has been signed by the proponent and filed with the Jefferson County Auditor and the original agreement has been submitted to the Department. d) Prior to final occupancy approval, the proponent shall submit a copy of the Operations and Maintenance Manual to the Public Works Department for review. • • 11.) If required, the applicant shall apply for and obtain a NPDES Construction Stormwater General Permit from the Washington State Department of Ecology. 12.) 11. The project shall comply with the following conditions required by the Public Works Department regarding road access: a) All access to the storage units shall be via the access permitted under RAP00-00105. The road approach shall be constructed to the standards of the Jefferson County Public Works Department. The access is a commercial approach and will therefore require a paved apron. b) The storage units shall be fenced or gated so that the access to the existing residence on the north property boundary is not used for routine access to the storage units. c) Prior to final approval the proponent shall pay the Public Works Department's fees for reviewing the application and plans, site inspections, and final approval. The Department's current fee is$79 per hour. 13.) No sign shall hereafter be erected or used for any purpose or in any manner except as permitted by the regulations of JCC 18.30.150 Signs. 14.) The storage and handling of inflammable liquids, liquified petroleum, gases and explosives shall comply with rules and regulations falling under the jurisdiction of the fire marshal, the laws of the state and other local ordinances. Bulk storage of inflammable liquids below ground shall be located no closer to the property line than the greatest dimension (diameter, length, or height) of the tank. 15.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 16.) Exterior lighting for commercial and industrial uses shall not exceed thirty feet(30') in height from the finished grade. Exterior lighting for residential uses shall not exceed twenty feet(20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 17.) Exterior flashing, moving, or blinking lighting is prohibited, except as required by local, state, or federal standards. 18.) Where lighted signs are permitted, such illuminated devices shall be shaded and directed so as not to provide glare toward any adjacent properties. 19.) Building setbacks from Chimacum Road are no less than 30 feet. Side yard setbacks adjacent to residential uses shall be no less than 35 feet. Rear setback is no less than 5 feet from the 150 foot Stream buffer. 20.) Loading and unloading must occur on site (off-street). 21.) The building height is not to exceed 35 feet. 22.) Maximum lot coverage is not to exceed 60%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 23.) The applicant and/or representative shall contact the Development Review Division of the Permit Center(360-379-4450) regarding a final inspection for compliance of zoning permit conditions prior to scheduling a final building inspection. 24.) Commercial and industrial developments located in all zoning districts shall screen from areas frequented by the general public, all materials stored outside buildings or structures which are not for display or immediate sale. Areas frequented by the general public shall be defined as public streets and rights-of-way, and other areas normally used by the general public located adjacent to the subject property. \\tiriemark\data\forme\F RI n Permit Rhin mt 7A/91119 DURGAN BLD11-295 1113 CHIMACUM RD MLA11-224 Approvals Req°d prior X(/ to Final Inspection SEP CA. RAP 6-L- ZON —(2L. SIPZ DPW 65-nck 5 , (0 rte4o R YA Ar7) G�,t■ 5∎()�Q OW J ,)...,s\\ C [IN 50'0'y x 150 -0 x 11 6' 0" ENC LO S h ,D RV S F 0--A�� V CJV 3 C _D�, 0 A-) -A- I _D r- ___ - I - _K n AD 0 C WA 9o339 GENERAL NOTES REINFORCED CONCRETE AND CONCRETE SLAB NOTES DRILLED ANCHORS: ?) GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL 1) FOUNDATION DESIGN BY OTHERS. 1) CONCRETE EXPANSION ANCHORS SHALL BE "HILTI KB 3" OR APPROVED EQUAL, APPROVED DRAWINGS, REPORT ANY DISCREPANCIES TO STRUCTURAL ENGINEER PRIOR TO PROCEEDING EQUALS INCLUDE AND HILTI KB —TZ. ACCEPTABLE EPDXY SYSTEMS INCLUDE HILTI RESOOSD. WITH WORK. 2) STRUCTURAL SYSTEMS AND COMPONENTS DESIGN SHALL FOLLOW: BUILDING CODE: 2009 IBC OCCUPANCY = S -1, STORAGE CONSTRUCTION TYPE = 2B 3) CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL MEMBERS, WALLS, AND NON— STRUCTURAL ITEMS DURING CONSTRUCTION. 4) BUILDINGS ARE DESIGNED FOR THE FOLLOWING LOADS: ROOF LIVE LOAD: 20 PSF REDUCIBLE: M ROOF DEAD LOAD: 5 PSF FLOOR LIVE LOAD: 1L FLOOR DEAD LOAD: H.L BUILDING CLASSIFICATION: I — MINOR STORAGE FACILITIES SNOW IMPORTANCE FACTOR, is = 0_8 SEISMIC IMPORTANCE FACTOR, IE = 1_0 WIND IMPORTANCE FACTOR, Iw = M WIND SPEED = 76 MPH ; WIND SPEED (3 SEC GUST) = 90 MPH EXPOSURE = C BUILDING TYPE: ® ENCLOSED ❑ PARTIALLY ENCLOSED ❑ FULLY OPEN SPECTURAL RESPONSE COEFFICIENTS: SHORT PERIOD RESPONSE ACCELLERATION, Ss: 1.1968 ONE SECOND PERIOD RESPONSE ACCELLERATION, Si: O SHORT PERIOD RESPONSE ACCELLERATION PARAMETER, Sm 0.081 ONE SECOND PERIOD RESPONSE ACCELLERA71ON PARAMETER, Sm: D& SEISMIC USE GROUP: I ; SEISMIC SITE CLASS: D ; SEISMIC DESIGN CATEGORY: D RESPONSE MODIFICATION COEFFICIENT, R: 6.5 => LIGHT— FRAMED SHEAR WALLS SEISMIC RESPONSE COEFFICIENT, Cs: 0.12 GROUND SNOW LOAD, P9: 000 PSF ; SNOW EXPOSURE FACTOR, Ce: D,QQ SNOW THERMAL FACTOR, Ct: 0.00 ; ROOF SNOW LOAD, Pr. 000 PSF: MINIMUM 000 PSF DEFLECTION LIMIT: ® UBC ❑ IBC ❑ FBC ❑ OTHER 5) ALL STRUCTURAL COMPONENTS AND SYSTEMS ARE DESIGNED FOR SELF WEIGHT, SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS, AND THE LIVE LOADS SHOWN ABOVE. 6) NON— STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING REQUIRED. 7) THE METAL STRUCTURE IS NOT DESIGNED TO SUPPORT A FIRE SPRINKLER SYSTEM AS DRAWN. PROVISIONS WILL BE MADE TO SUPPORT FIRE SPRINKLER SYSTEMS WHEN REQUIRED INFORMATION IS SUPPLIED. ADDITIONAL CHARGES MAY APPLY. 8) PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR— CEILING, AND ROOF— CEILING SHALL BE PROTECTED AS REQUIRED PER BUILDING CODE. (PENETRATIONS BY OTHERS) 9) MINIMUM DISTANCE BETWEEN NEW— EXISTING AND NEW —NEW BUILDING IS 4— INCHES, UNO. PRIOR TO DELIVERY OF STRUCTURAL STEEL TO THE PROJECT SITE, ALL UNDERGROUND WORK MUST BE COMPLETED, THE SITE SHALL BE CAPPED WITH A MINIMUM OF A PAVEMENT BASE, ELECTRICAL POWER SHALL BE SUPPLIED TO WITHIN 200 FEET OF ALL WORK AREAS AND AN ADEQUATE AREA FOR STORING MATERIALS SHALL BE DESIGNATED. MASONRY ELEVATIONS MUST BE PER PLANS. CONCRETE SLABS MUST BE CURED AND CLEAN PRIOR TO MAKO'S ARRIVAL. HIV SITE STORAGE WHILE SIDING, PARTITION, AND ROOF PANELS ARE LOCATED ON —SITE AWAITING INSTALLATION, THE PANELS MUST BE STORED AT A SLOPE TO PREVENT PONDING OR STANDING WATER FROM ACCUMULATING AND CAUSING SUBSEQUENT OXIDATION OF THE PANELS. WEA'MER PROTEC11ON: 1) ALL WEATHER — EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERINGS. ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHER — PROOF. A) MAKO STEEL, INC. /MAKO STRUCTURES, INC. WILL BE RESPONSIBLE FOR WEATHER — PROOFING ALL STEEL FRAMING CONDITIONS AND MATERIALS THERIN WHICH ARE ERECTED AS A RESULT OF THE APPROVED CONSTRUCTION CONTRACT. B) MAKO STEEL, INC. /MAKO STRUCTURES, INC. IS NOT RESPONSIBLE FOR EXTERIOR WEATHER — PROOFING OF CONCRETE WALLS, PANEL JOINTS, MASONRY, AND /OR BRICK WORK, FLASHINGS OR WEATHER STRIPPING TYPICALLY COMMON TO DOORS AND WINDOWS. C) MAKO IS NOT RESPONSIBLE FOR STANDING WATER INSIDE THE BUILDING DUE TO OPEN BREEZEWAYS. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN AND REMOVE ALL WATER FROM OPEN BREEZEWAY CONDITIONS. 2) INSTALLATION & MINIMUM EMBEDMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS OR AS SPECIFIED ON THE DRAWINGS, WHICHEVER IS GREATER. 3) WHERE SLEEVE, EXPANSION, OR EPDXY ANCHORS ARE SET IN MASONRY WALLS, FILL BLOCK CELLS WITH CONCRETE FOR BOLTED COURSE AND ONE COURSE BELOW ANCHOR ELEVATION. ACCEPTABLE EXPANSION ANCHOR SYSTEMS INCLUDE HILTI KWIK BOLT 3 OR APPROVED EQUAL. ACCEPTABLE EPDXY SYSTEMS INCLUDE HILTI HY -150 MAX. 4) AT MASONRY WALL CONNECTIONS WITH EXPANSION /SCREW ANCHORS: A. ANCHOR MUST BE INSTALLED A MINIMUM OF 1 3/8" FROM ANY VERTICAL MORTAR JOINT. B. ANCHOR LOCATIONS ARE LIMITED TO ONE PER MASONRY CELL WITH A MINIMUM SPACING OF 8" OC. C. EMBEDMENT DEPTH IS MEASURED FROM THE OUTSIDE FACE OF THE CMU. D. USE A MINIMUM OF 12" EDGE DISTANCE, UNO. 1) THE EXTENT OF THE STRUCTURAL LIGHT GAGE FRAMING IS SHOWN ON THE DRAWINGS AND INCLUDES ALL COLD FORMED FRAMING 22 GA. AND HEAVIER. IT INCLUDES BUT IS NOT LIMITED TO INSTALLATION OF ROOF JOISTS, FLOOR JOISTS, WALL STUDS, AND RUNNER TRACKS COMPLETE WITH CLIPS, BRIDGING, STIFFENERS, ETC., REQUIRED FOR A COMPLETE FRAMING PACKAGE. 2) MATERIALS: ALL MEMBERS SHALL BE COLD FORMED FROM STRUCTURAL QUALITY SHEET STEEL MEETING THE REQUIREMENTS OF ASTM A446 GRADE A, MINIMUM YIELD OF 33 KSI FOR 20 GA. AND LIGHTER, AND MEETING THE REQUIREMENTS ASTM A653, GRADE D, MINIMUM YIELD OF 57 KSI FOR 18 GA, AND MEETING THE REQUIREMENTS ASTM A653 SS GRADE 50 CLASSI, ASTM A570 GRADE 50, OR ASTM A607 -92 GRADE EE, MINIMUM YIELD OF 55 KSI FOR 16 GA. AND HEAVIER. ALL MEMBERS SHALL BE MARKED SO THAT SUPPLIED MATERIALS CAN BE FIELD VERIFIED. 3) INSTALLATION: A. WALL STUDS: INSTALL STUDS IN CONTINUOUS TRACKS, SIZED TO MATCH STUDS TOP AND BOTTOM, AND SECURE THE STUDS TO THE TRACKS WITH APPROVED CONNECTIONS, INSTALL BRIDGING AS INDICATED ON THE DRAWINGS. B. DO NOT SPLICE ANY FRAMING MEMBER EXCEPT AS SHOWN ON THE DRAWINGS OR WITH THE APPROVAL OF THE ARCHITECT /ENGINEER. C. ALL FRAMING COMPONENTS SHOULD BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR ANY ANGULAR FIT AGAINST AN ABUTTING MEMBER. D. TOP AND BOTTOM TRACKS TO BEAR DIRECTLY ON STUDS /POSTS, WHERE IT OCCURS. E. USE LIGHT -GAUGE SHIMS IN BOTTOM TRACK TO ACCOUNT FOR SLAB IRREGULARITIES. F. STUDS /POSTS MUST BE FASTENED ON BOTH SIDES OF TOP AND BOTTOM TRACKS, WHERE IT OCCURS. 4) CONNECTIONS: A. WELDS: WELDING SHALL BE IN CONFORMANCE WITH AWS D1.1 & D1.3. USING E60XX OR E70XX ELECTRODES. THE ENGINEER OF RECORD MAY REQUEST A NONDESTRUCTIVE TEST TO VERIFY PROPER WELDS. B. STEEL SCREWS: 1. SELF DRILLING AND SELF TAPPING, OF THE SIZE REQUIRED FOR LOADINGS. PROVIDE EXTERIOR COATING FOR SCREWS EXPOSED TO THE EXTERIOR. 2. USE #12 TEKS UNLESS OTHERWISE NOTED, FROM: PRIMESOURCE BUILDING PRODUCTS, HILTI SELF DRILLING SCREWS, OR EQUALLY APPROVED. 3. SCREW PLACEMENT: MINIMUM EDGE DISTANCE, END DISTANCE, AND SPACING SHALL BE THREE TIMES THE SCREW DIAMETER. SCREWS SHALL BE SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STUD BY AT LEAST TWO FULL DIAMETER THREADS. 10 #3 POINT 0.036" - 0.175" 12 3 POINT 0.036 - 0.210 12 -24 4.5 POINT 0.125 - 0.375 12 -24 5 POINT 0.250 - 0.500 C. POWDER DRIVEN SHOTS: SIZE AND SPACING AS REQUIRED TO PROPERLY ANCHOR THE FRAMING MEMBERS, USE CHARGE AS APPROPRIATE FOR ACTUAL USE FOR HILTI, INC. D. BOLTS: THE STANDARD DIAMETER OF HOLES FOR BOLTS LESS THAN 1/2"0 SHALL BE LIMITED TO THE BOLT DIAMETER PLUS 1/32-INCH. STANDARD DIAMETER OF HOLES FOR BOLTS 1/2 "0 OR GREATER SHALL BE LIMITED TO THE BOLT DIAMETER PLUS 1/16 -INCH. (PER 2004 AISI -NORTH AMERICAN SPECIFICATIONS SECTION E3a) BOLTS SHALL BE INSTALLED USING 'TURN OF THE NUT" METHOD. 1) STEEL DECK SHALL BE McELROY 'MIRAGE", FORM OF 24 GAGE STEEL SHEETS CONFORMING TO ASTM A -446, WITH A PROTECTIVE COATING OF ZINC CONFORMING TO ASTM A -525. 2) THE DECK SHALL BE CAPABLE OF RESISTING A UNIFORMLY DISTRIBUTED ROOF LOAD AS SHOWN IN GENERAL NOTE #4. 3) THE DECK SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR DESIGN OF LIGHT GAGE COLD FORMED STEEL STRUCTURAL MEMBERS ", AND CONFORM TO THE STEEL DECK INSTITUTE'S RECOMMENDED SPECIFICATIONS. 4) DECK UNITS SHALL BE ERECTED AND ANCHORED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAWINGS. 1) MAKO REQUIRES A MINIMUM OF WORKABLE SLAB AREA PRIOR TO DELIVERY AND INSTALLATION OF MATERIALS. MINIMUM DETERMINED BY PROJECT SIZE. 2) ALL UNDERGROUND WORK SHALL BE COMPLETE AND DRIVEWAY AREAS SHALL BE CAPPPED WITH SUB PAVING PRIOR TO MATERIAL DELIVERY. 3) TEMPORARY POWER SHALL BE PROVIDED TO ALLOW FOR A MAXIMUM POWER LEAD RUN OF 200 FT. TO EACH STRUCTURE TO BE ERECTED. 4) CONCRETE SLABS WILL BE BROOM CLEAN AND FREE OF DEBRIS. 5) AN AREA ON SITE IS TO BE DESIGNATED FOR MATERIAL STORAGE AND STAGING OF MAKO MATERIALS. 6) ACCESS TO THE SITE AND ALL SIDES OF ALL BUILDINGS WITH EQUIPMENT- IS REQUIRED FOR TIMELY COMPLETION AND SAFETY PURPOSES. 7) ALL MATERIAL AND LABOR REQUIRED FOR SAFETY RAILINGS AND DEVICES ON MULTISTORY PROJECTS TO BE PROVIDED BY OTHERS. DRAWINGS: DRAWINGS CONT: DRAWINGS CONT: AB ANCHOR BOLT EF EACH FACE THRU THROUGH ABV ABOVE EJ EXPANSION JOINT TO TOP OF ADH ADHESIVE ELEV ELEVATION TOC TOP OF CONCRETE ADJ ADJACENT EMBED EMBEDMENT TOF TOP OF FOOTING AFF ABOVE FINISHED EO EDGE OF TOL TOP OF LEDGER ��� FLOOR EQ EQUAL TOM TOP OF MASONRY ANCH ANCHOR EXP EXPANSION TOP TOP OF PARAPET ARCH ARCHITECTURAL EXT EXTERIOR — EXTENSION TOS TOP OF STEEL ARCHITECT EW EACH WAY TOW TOP OF WALL BD BOARD FF FINISH FLOOR TS TUBE STEEL BLDG BUILDING FG FINISH GRADE TYP TYPICAL BILK BLOCi - FLR FLOOR UNO UNLESS OTHERWISE BLKG BLOCK ,G FND FOUNDATION W NOTED BM BEAM FOC FACE OF CONCRETE VERT VERTICAL BO BOTTOM OF FOM FACE OF MASONRY W WIDE FLANGE MEMBER BOF BOTTOM OF FOOTING FOS FACE OF STUD WWM WELDED WIRE MESH OR FOUNDATION FT FOOT —FEET WWF WELDED WIRE FABRIC BOT BOTTOM FTG FOOTING Z Z SHAPE MEMBER BP BOTTOM —BASE PLATE GA GAUGE BRG BEARING GYP GYPSUM BS BOTH SIDES H, HDR HEADER BTWN BETWEEN HGT HEIGHT C C SHAPE MEMBER HORZ HORIZONTAL PIECE MARKS: CHANNELS IN INCH — INCHES BA BASE ANGLE CJ CONTROL INT INTERIOR BC BASE CHANNEL CONSTRUCTION JOINT JNT, JT JOINT B /BM BEAM CJP COMPLETE JOINT L ANGLE SHAPE C POST PENETRATION MEMBER * —COL COLUMN CL CENTER LINE MATL MATERIAL DH DOOR HEADER CLR CLEAR MAX MAXIMUM DJ DOOR JAMB CMU CONCRETE MASONRY MB MACHINE BOLT DS DRAG STRUT UNIT MC MISCELLANEOUS EC EAVE CHANNEL CONC CONCRETE CHANNEL EFO* EAST FACE OF CONN CONNECTION MIN MINIMUM HEADER CONST CONSTRUCTION (N) (NEW) L LEDGER CONT CONTINUOUS NTS NOT TO SCALE MC MINI CLIP CONTINUATION OC ON CENTER * =M MASONRY CVR COVER PART PARTITION NFO* NORTH FACE OF DEG DEGREE PLCS PLACES P PURLIN DTL DETAIL REQ REQUIRED PBC POST BASE CLIP DIA DIAMETER SIM SIMILAR PP PARTITION PANEL DIAG DIAGONAL SPCG SPACING RA RAKE ANGLE DIM DIMENSION SPECS SPECIFICATIONS SFO* SOUTH FACE OF DWG DRAWING SQ SQUARE * =S STEEL (E) (EXISTING) STD STANDARD WFO* WEST FACE OF EA EACH STL STEEL *_W WALL S1.1 — GENERAL NOTES S2.1 — BUILDING 'A' PARTITION PLAN AND SECTION PLAN S2.2 — BUILDING 'A' ROOF FRAMING PLAN SD1 — STRUCTURAL DETAILS k � 7,1 -, BUILDING, U APPROVE0 AS NOTra) U REJEC "Tt-D tDate7—(1-I&-Reviewer r I -Z i ®T_ -__ i II I I� i i I /O af l I j j II I I =w 07/11/1 3 DRAWN DL CHECKED JOB N0. _ 1268 w 0 a0 NTS N rn w� w= o� Lj Qa ro o °zm ��� V Q x °w x LJ o woN 2 ZD a o�L i cn w Z N Q U p �ZS - tP a� W F =wZ o o�=) C) V I- 0 Ci a� ° W O W ^^o 'mil 0 DATE 07/11/1 3 DRAWN DL CHECKED JOB N0. _ 1268 SCALE NTS DRAWING No. DRAWN D L CHECKED JOB NO. SCALE VARIES DRAWING No. Of 0 -4- ch: 0 :J- LLJ Eli, V) DRAWN D L CHECKED JOB NO. SCALE VARIES DRAWING No. Of 0 ch: 0 :J- LLJ :D V) 0 V) aa ° 0- Gi w r- r-4 ftf : C) =mw I-- V) :D :D < jO Co => LU Nt V) 0 o uj w F to DRAWN D L CHECKED JOB NO. SCALE VARIES DRAWING No. JAM PLAN MEW OF POST 10" MIN EAVE CHANNEL 1'_�" 1'_0" ROOF PANELS, PER ����) _40 le (4) 012 rocs. PLANS & DETAIL m pw 3 1 2 6" PER PLANS 9„ 9„ 18/SD1 Ni° Cup. TV 10 000 pp — (3) #12 SCREWS -- — — - o o = — -- -- -o o - -- — — AT 'Z' 6" PURUNS, EACH SIDE OF SPLICE �> p I USE (5) #12 TEKS EACH SIDE OF CHANNEL 'C' 16GA MIN SPLICE -1�11T BUTT JOINT SPLICE CONNECTION: (4) #12 TEKS AT 'Z' 4" PURLIN TO 'C' POST p p 1 PER DETAIL 1 /SD1 'C' POSTS p p (, (SEE PLAN FOR I I ORIENTATION) EAVE CHANNEL PER PLANS (2) #12 SCREWS I 'C' POST TYP EACH SIDE OF (SEE PLAN FOR ORIENTATION) EACH CAVE CHANNEL 2" 3 1 » .0 w CV mi «� 4" MIN, 8" MAX AIR GAP BETWEEN ROOF PANELS AND PARTITION PANELS. PARTITION EDGE IS FIELD CUT AND MAY BE SHARP, EDGE TRIM AVAILABLE AT ADDITIONAL COST 'U' -PANEL PARTITION, FASTEN TO POST WITH #12 SCREWS PER DETAIL 16/SD1 TYP x" A / x3/16 POST BASE CUP TO POST We i n 'C' POSTS �� _ __ EMBE SCREWS HILTI KB, -TZ ANCHOR. WITH 1/2 "0x3 1/4" PER PLANS NOT USED _ NOT USED TYPICAL EAVE CHANNEL SPLICE 3 PURLIN SPLICE D CONN � SCALE: 3/4" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 3/4" = 1' -0" 1 3 - #12 TEKS PER 16/SD1 HORIZONTAL PARTITION 26GA MULTI -RIB WALL I __ PER DETAIL 16/SD1 _ _ #12 TEKS PER DETAIL 16/SD1 METAL PARTITION /SHEAR WALL PANELS UNLESS NOTED U 16GA ROOF POST W/ (7_) #12 TEKS I _ PANEL PER PLANS I OTHERWISE PER PLAN, BASE CHANNEL R EAVE AND ° BASE CHANNEL ! __ - -- _ ® METAL PARTITION 'C' STUD PER PLANS SEE DETAIL 18/SD1 EA SIDE AND TO PARTITION PER DETAIL 13 & 15/SD1 TRACK TO CONCRETE WITH W/ #12 TEKS PER DETAIL 16/SD1 _ - - - - - - _ I ATTACHED #12 SCREWS HILTI KB -TZ: TRACK TO CONCRETE WITH I == - __- J PER DETAIL 16/SD1 C GIRTS, PER PLANS, AT A 1/2 "0 X 3 1/4" EMBED " HILTI" KB -TZ: " " �- �'C' POSTS MAX OF 5'-0" OC WITH WITH 3" MIN EDGE DISTANCE 1/2 0 X 3 1/4 EMBED U 6 3/16 x2 x 16GA = - 3 "x3 "x14GA CLIP WITH (2) WITH 3" MIN EDGE DISTANCE BASE CHANNEL I I _ - TYPICAL PIER #12 TEKS TO GIRT AND POST — -- PLAN VIEW N � I _ _ _ #12 TEK HH #12 TEK HH = — - uu AT 30" OC TYP. , , AT 30" OC TYP. 26GA PRE - PAINTED 4 N C DOOR JAMB STUD 3 -- -_- CORNER TRIM 'C' DOOR JAMB STUD W/ (2) #12 WH TEKS TYP SEE PLAN I - -� 'U' 18GA BOTTOM TRACK WITH -- METAL PARTITION PANEL WITH (2) #12 WH TEKS, EACH SIDE I ' -- - - -__- TO ANGLE WITH #12 TEKS (2) #12 TEKS TO EACH SIDE METAL SIDING PER PLANS 26GA PRE - PAINTED SEE PLAN EACH SIDE I � PER DETAIL 16 SD1 OF EACH STUD TYP PIER COVER 26GA PRE - PAINTED __ _ _ / & DETAIL 18/SD1 PIER COVER 'I 'I 'I PARTITION PANEL PER PLAN s. SECTION A —A POST PER PLAN (SEE PLAN FOR ORIENTATION) TYP CORNER PIER 10 TYP METAL PIER AT SIDEWALL 9 PARTITIONT1 nw STEEL PIER 8 WALL INTERSECTION DETAIL TYPICAL PANEL LAP 6 SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0" SCALE: 1/2" = i' -0" SCALE: 3" = 1' -0" SCALE: 3/4" = 1' -0" — METAL ROOF DECK PER DETAIL '18/SD1 WITH (2) POSTS 'L' 4 °x2 "x1��6/ ANGLE PER ADEfAlOLF18 /SDis TO EACH POST & PURLIN 26GA RIDGE CAP 'U' EAVE CHANNEL PER PLAN - - - - -- - - - - - - - � WITH (2) X12 TEKS METAL ROOF DECK � EACH SIDE OF POSTS PER 18 /SD1 'Z I I ROOF PANELS ' PURLIN PER PLAN FOAM CLOSURE � PER DETAIL 18 /SD1 TRANSVERSE SHEAR WALL, PER 26GA MULTI -RIB WALL I I J-Y�� \\ (4) #12 TEKS, POST TO PURLIN PLANS, ATTACH TO STUDS I 20GA MAC -GIRT PER PLANS, WITH PANELS UNO PER PLANS I I �C' HORIZONTAL GIRTS � I (2) #12 SCREWS AT EACH PER PLANS WITH 3 "x3 "x14GA I I ,� \ 26GA MULTI -RIB WALL � � WITH #12 SCREWS PER DETAIL � CONNECTION TYP PER DETAIL 17/SD1 I I > PANELS UNO PER PLANS, I I 'C' HORIZ GIRT PER PLANS 16/SD1 CLIP WITH (2) #12 TEKS TO � I � � GIRT AND POST I i � f I B PER DETAIL 17 /SD1 I I W/ 3 "x3 "x14GA CLIP 26GA MULTI -RIB I � W/ (2) X12 TEKS TO GIRT TRACK TO CONCRETE I I 'C' POSTS PER PLAN HEADER PANELS � �, � I I AND POST (MAX 5' -0" OC) WITH HILTI KB -TZ: PER 17 /SDt � �- COILING ROLL -UP DOOR TRACK TO CONCRETE j 1/2 "0x3 1/4" EMBED 0 � 'Z' PURLIN PER PLANS WITH 3" MIN EDGE DISTANCE WITH HILTI KB -TZ: i � 'C' POSTS PER PLANS 9 "x2 3/4 °x9 "x16GA 5' -0" OC W/ .138 "x1" SHOT I � � -- � 1/2 "00 1/4" EMBED I I CONT RIDGE PLATE AND PIN AT 2' -0" OC NP 'U' BASE TRACK PER PLAN WITH 3° MIN EDGE DISTANCE 16GA 'U' BASE TRACK W/ X12 TEKS AT 6" OC WITH (2) X12 TEKS I 'C' DOOR HEADER AND 5' -0" OC W/ .138 "xi° SHOT i WI C2) ��2 TEKS 'C' POST PER PLANS TO PURLIN � EACH SIDE OF POSTS � AND PIN AT 2' -0" OC TYP EACH SIDE OF POSTS � 'L' 3 "x3 "x14GA CUP WITH 'C' DOOR JAMB I (2) #12 TEKS TO HEADER AND TO JAMBS. 'C' STUDS, PER PLANS NP FULLY SHEETED SIDEWALL SIDE WALL AT DOORS 14 TYPICAL ENDWALL 13 RIDGE PLATE 12 MAC--GIRT CONNECTION 1 1 SCALE: 3/4" SCALE: 1 1/2" = 1' -0" c SCALE: 3/4" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 1 1/2" = 1' -0" — NOTE: USED AS WALL SIDING AND AS A SCREWDOWN ROOF PANEL. * =ADD ADDITIONAL SCREW WITHIN 5' -0" FROM ALL CORNERS, IN WALL AND ROOF APPLICATIONS. 3' -0" COVERAGE SEE DIAGRAMS BELOW. 6" NP 3' -0° COVERAGE 12" 12" 12" r 1' -4" COVERAGE � 8 8" #12 STITICH SCREWS #12 SCREWS -TYP . # AT 20" OC TYP #12 STITICH SCREWS #12 SCREWS TYP 80%vi' PATTERN #1- (6) 3MEWS - QKAY AT IJNER PAIVEI. AT 20" OC NP (2) #10 WH SCREWS �.J `MIN 22 -GA ROOF CLIP PER CLIP, MIN TYP__-3:4 � ADD ADDITIONAL SCREWS IN HATCHED AREAS 3' -0" COVERAGE M a� #12 STITICH SCREWS 6" TYP #12 SCREWS TYP AT 20" OC TYP WALL - 9F/A710N VEW SIDE AND en waus wHIBEE aMIcaa.e SCREW PATTERN f2 - (7) SCREWS - TYPICAL AT PARiIiIONS NOT USED _ NOT USED _ MIRAGE /CLIP -LOG ROOF PANEL 18 MULTI -RIB SIDING 17 U -PANEL PARTITION /LINER � 6 SCALE: NTS SCALE: NTS SCALE: NTS Lu Wo o� �i� N � mw v� uj U � J W (J Q �o a � N � =W Lu to Z N u A Z Z O w � ui o P= W o ui W (D ° C) 0- DATE 07/11/13 DRAWN Dl CHECKED - - - - -- --- - - - - -- JOB N0. 1268 SCALE AS NOTED DRAWING No. REV 00 - - - - -- 'L'2" 2 .0 w CV mi «� 4" MIN, 8" MAX AIR GAP BETWEEN ROOF PANELS AND PARTITION PANELS. PARTITION EDGE IS FIELD CUT AND MAY BE SHARP, EDGE TRIM AVAILABLE AT ADDITIONAL COST 'U' -PANEL PARTITION, FASTEN TO POST WITH #12 SCREWS PER DETAIL 16/SD1 TYP x" A / x3/16 POST BASE CUP TO POST We i n 'C' POSTS �� _ __ EMBE SCREWS HILTI KB, -TZ ANCHOR. WITH 1/2 "0x3 1/4" PER PLANS NOT USED _ NOT USED TYPICAL EAVE CHANNEL SPLICE 3 PURLIN SPLICE D CONN � SCALE: 3/4" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 3/4" = 1' -0" 1 3 - #12 TEKS PER 16/SD1 HORIZONTAL PARTITION 26GA MULTI -RIB WALL I __ PER DETAIL 16/SD1 _ _ #12 TEKS PER DETAIL 16/SD1 METAL PARTITION /SHEAR WALL PANELS UNLESS NOTED U 16GA ROOF POST W/ (7_) #12 TEKS I _ PANEL PER PLANS I OTHERWISE PER PLAN, BASE CHANNEL R EAVE AND ° BASE CHANNEL ! __ - -- _ ® METAL PARTITION 'C' STUD PER PLANS SEE DETAIL 18/SD1 EA SIDE AND TO PARTITION PER DETAIL 13 & 15/SD1 TRACK TO CONCRETE WITH W/ #12 TEKS PER DETAIL 16/SD1 _ - - - - - - _ I ATTACHED #12 SCREWS HILTI KB -TZ: TRACK TO CONCRETE WITH I == - __- J PER DETAIL 16/SD1 C GIRTS, PER PLANS, AT A 1/2 "0 X 3 1/4" EMBED " HILTI" KB -TZ: " " �- �'C' POSTS MAX OF 5'-0" OC WITH WITH 3" MIN EDGE DISTANCE 1/2 0 X 3 1/4 EMBED U 6 3/16 x2 x 16GA = - 3 "x3 "x14GA CLIP WITH (2) WITH 3" MIN EDGE DISTANCE BASE CHANNEL I I _ - TYPICAL PIER #12 TEKS TO GIRT AND POST — -- PLAN VIEW N � I _ _ _ #12 TEK HH #12 TEK HH = — - uu AT 30" OC TYP. , , AT 30" OC TYP. 26GA PRE - PAINTED 4 N C DOOR JAMB STUD 3 -- -_- CORNER TRIM 'C' DOOR JAMB STUD W/ (2) #12 WH TEKS TYP SEE PLAN I - -� 'U' 18GA BOTTOM TRACK WITH -- METAL PARTITION PANEL WITH (2) #12 WH TEKS, EACH SIDE I ' -- - - -__- TO ANGLE WITH #12 TEKS (2) #12 TEKS TO EACH SIDE METAL SIDING PER PLANS 26GA PRE - PAINTED SEE PLAN EACH SIDE I � PER DETAIL 16 SD1 OF EACH STUD TYP PIER COVER 26GA PRE - PAINTED __ _ _ / & DETAIL 18/SD1 PIER COVER 'I 'I 'I PARTITION PANEL PER PLAN s. SECTION A —A POST PER PLAN (SEE PLAN FOR ORIENTATION) TYP CORNER PIER 10 TYP METAL PIER AT SIDEWALL 9 PARTITIONT1 nw STEEL PIER 8 WALL INTERSECTION DETAIL TYPICAL PANEL LAP 6 SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0" SCALE: 1/2" = i' -0" SCALE: 3" = 1' -0" SCALE: 3/4" = 1' -0" — METAL ROOF DECK PER DETAIL '18/SD1 WITH (2) POSTS 'L' 4 °x2 "x1��6/ ANGLE PER ADEfAlOLF18 /SDis TO EACH POST & PURLIN 26GA RIDGE CAP 'U' EAVE CHANNEL PER PLAN - - - - -- - - - - - - - � WITH (2) X12 TEKS METAL ROOF DECK � EACH SIDE OF POSTS PER 18 /SD1 'Z I I ROOF PANELS ' PURLIN PER PLAN FOAM CLOSURE � PER DETAIL 18 /SD1 TRANSVERSE SHEAR WALL, PER 26GA MULTI -RIB WALL I I J-Y�� \\ (4) #12 TEKS, POST TO PURLIN PLANS, ATTACH TO STUDS I 20GA MAC -GIRT PER PLANS, WITH PANELS UNO PER PLANS I I �C' HORIZONTAL GIRTS � I (2) #12 SCREWS AT EACH PER PLANS WITH 3 "x3 "x14GA I I ,� \ 26GA MULTI -RIB WALL � � WITH #12 SCREWS PER DETAIL � CONNECTION TYP PER DETAIL 17/SD1 I I > PANELS UNO PER PLANS, I I 'C' HORIZ GIRT PER PLANS 16/SD1 CLIP WITH (2) #12 TEKS TO � I � � GIRT AND POST I i � f I B PER DETAIL 17 /SD1 I I W/ 3 "x3 "x14GA CLIP 26GA MULTI -RIB I � W/ (2) X12 TEKS TO GIRT TRACK TO CONCRETE I I 'C' POSTS PER PLAN HEADER PANELS � �, � I I AND POST (MAX 5' -0" OC) WITH HILTI KB -TZ: PER 17 /SDt � �- COILING ROLL -UP DOOR TRACK TO CONCRETE j 1/2 "0x3 1/4" EMBED 0 � 'Z' PURLIN PER PLANS WITH 3" MIN EDGE DISTANCE WITH HILTI KB -TZ: i � 'C' POSTS PER PLANS 9 "x2 3/4 °x9 "x16GA 5' -0" OC W/ .138 "x1" SHOT I � � -- � 1/2 "00 1/4" EMBED I I CONT RIDGE PLATE AND PIN AT 2' -0" OC NP 'U' BASE TRACK PER PLAN WITH 3° MIN EDGE DISTANCE 16GA 'U' BASE TRACK W/ X12 TEKS AT 6" OC WITH (2) X12 TEKS I 'C' DOOR HEADER AND 5' -0" OC W/ .138 "xi° SHOT i WI C2) ��2 TEKS 'C' POST PER PLANS TO PURLIN � EACH SIDE OF POSTS � AND PIN AT 2' -0" OC TYP EACH SIDE OF POSTS � 'L' 3 "x3 "x14GA CUP WITH 'C' DOOR JAMB I (2) #12 TEKS TO HEADER AND TO JAMBS. 'C' STUDS, PER PLANS NP FULLY SHEETED SIDEWALL SIDE WALL AT DOORS 14 TYPICAL ENDWALL 13 RIDGE PLATE 12 MAC--GIRT CONNECTION 1 1 SCALE: 3/4" SCALE: 1 1/2" = 1' -0" c SCALE: 3/4" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 1 1/2" = 1' -0" — NOTE: USED AS WALL SIDING AND AS A SCREWDOWN ROOF PANEL. * =ADD ADDITIONAL SCREW WITHIN 5' -0" FROM ALL CORNERS, IN WALL AND ROOF APPLICATIONS. 3' -0" COVERAGE SEE DIAGRAMS BELOW. 6" NP 3' -0° COVERAGE 12" 12" 12" r 1' -4" COVERAGE � 8 8" #12 STITICH SCREWS #12 SCREWS -TYP . # AT 20" OC TYP #12 STITICH SCREWS #12 SCREWS TYP 80%vi' PATTERN #1- (6) 3MEWS - QKAY AT IJNER PAIVEI. AT 20" OC NP (2) #10 WH SCREWS �.J `MIN 22 -GA ROOF CLIP PER CLIP, MIN TYP__-3:4 � ADD ADDITIONAL SCREWS IN HATCHED AREAS 3' -0" COVERAGE M a� #12 STITICH SCREWS 6" TYP #12 SCREWS TYP AT 20" OC TYP WALL - 9F/A710N VEW SIDE AND en waus wHIBEE aMIcaa.e SCREW PATTERN f2 - (7) SCREWS - TYPICAL AT PARiIiIONS NOT USED _ NOT USED _ MIRAGE /CLIP -LOG ROOF PANEL 18 MULTI -RIB SIDING 17 U -PANEL PARTITION /LINER � 6 SCALE: NTS SCALE: NTS SCALE: NTS Lu Wo o� �i� N � mw v� uj U � J W (J Q �o a � N � =W Lu to Z N u A Z Z O w � ui o P= W o ui W (D ° C) 0- DATE 07/11/13 DRAWN Dl CHECKED - - - - -- --- - - - - -- JOB N0. 1268 SCALE AS NOTED DRAWING No. REV 00 - - - - -- PARTITION PANEL PER PLAN s. SECTION A —A POST PER PLAN (SEE PLAN FOR ORIENTATION) TYP CORNER PIER 10 TYP METAL PIER AT SIDEWALL 9 PARTITIONT1 nw STEEL PIER 8 WALL INTERSECTION DETAIL TYPICAL PANEL LAP 6 SCALE: 3/4 " =1' -0" SCALE: 3/4 " =1' -0" SCALE: 1/2" = i' -0" SCALE: 3" = 1' -0" SCALE: 3/4" = 1' -0" — METAL ROOF DECK PER DETAIL '18/SD1 WITH (2) POSTS 'L' 4 °x2 "x1��6/ ANGLE PER ADEfAlOLF18 /SDis TO EACH POST & PURLIN 26GA RIDGE CAP 'U' EAVE CHANNEL PER PLAN - - - - -- - - - - - - - � WITH (2) X12 TEKS METAL ROOF DECK � EACH SIDE OF POSTS PER 18 /SD1 'Z I I ROOF PANELS ' PURLIN PER PLAN FOAM CLOSURE � PER DETAIL 18 /SD1 TRANSVERSE SHEAR WALL, PER 26GA MULTI -RIB WALL I I J-Y�� \\ (4) #12 TEKS, POST TO PURLIN PLANS, ATTACH TO STUDS I 20GA MAC -GIRT PER PLANS, WITH PANELS UNO PER PLANS I I �C' HORIZONTAL GIRTS � I (2) #12 SCREWS AT EACH PER PLANS WITH 3 "x3 "x14GA I I ,� \ 26GA MULTI -RIB WALL � � WITH #12 SCREWS PER DETAIL � CONNECTION TYP PER DETAIL 17/SD1 I I > PANELS UNO PER PLANS, I I 'C' HORIZ GIRT PER PLANS 16/SD1 CLIP WITH (2) #12 TEKS TO � I � � GIRT AND POST I i � f I B PER DETAIL 17 /SD1 I I W/ 3 "x3 "x14GA CLIP 26GA MULTI -RIB I � W/ (2) X12 TEKS TO GIRT TRACK TO CONCRETE I I 'C' POSTS PER PLAN HEADER PANELS � �, � I I AND POST (MAX 5' -0" OC) WITH HILTI KB -TZ: PER 17 /SDt � �- COILING ROLL -UP DOOR TRACK TO CONCRETE j 1/2 "0x3 1/4" EMBED 0 � 'Z' PURLIN PER PLANS WITH 3" MIN EDGE DISTANCE WITH HILTI KB -TZ: i � 'C' POSTS PER PLANS 9 "x2 3/4 °x9 "x16GA 5' -0" OC W/ .138 "x1" SHOT I � � -- � 1/2 "00 1/4" EMBED I I CONT RIDGE PLATE AND PIN AT 2' -0" OC NP 'U' BASE TRACK PER PLAN WITH 3° MIN EDGE DISTANCE 16GA 'U' BASE TRACK W/ X12 TEKS AT 6" OC WITH (2) X12 TEKS I 'C' DOOR HEADER AND 5' -0" OC W/ .138 "xi° SHOT i WI C2) ��2 TEKS 'C' POST PER PLANS TO PURLIN � EACH SIDE OF POSTS � AND PIN AT 2' -0" OC TYP EACH SIDE OF POSTS � 'L' 3 "x3 "x14GA CUP WITH 'C' DOOR JAMB I (2) #12 TEKS TO HEADER AND TO JAMBS. 'C' STUDS, PER PLANS NP FULLY SHEETED SIDEWALL SIDE WALL AT DOORS 14 TYPICAL ENDWALL 13 RIDGE PLATE 12 MAC--GIRT CONNECTION 1 1 SCALE: 3/4" SCALE: 1 1/2" = 1' -0" c SCALE: 3/4" = 1' -0" SCALE: 1 1/2" = 1' -0" SCALE: 1 1/2" = 1' -0" — NOTE: USED AS WALL SIDING AND AS A SCREWDOWN ROOF PANEL. * =ADD ADDITIONAL SCREW WITHIN 5' -0" FROM ALL CORNERS, IN WALL AND ROOF APPLICATIONS. 3' -0" COVERAGE SEE DIAGRAMS BELOW. 6" NP 3' -0° COVERAGE 12" 12" 12" r 1' -4" COVERAGE � 8 8" #12 STITICH SCREWS #12 SCREWS -TYP . # AT 20" OC TYP #12 STITICH SCREWS #12 SCREWS TYP 80%vi' PATTERN #1- (6) 3MEWS - QKAY AT IJNER PAIVEI. AT 20" OC NP (2) #10 WH SCREWS �.J `MIN 22 -GA ROOF CLIP PER CLIP, MIN TYP__-3:4 � ADD ADDITIONAL SCREWS IN HATCHED AREAS 3' -0" COVERAGE M a� #12 STITICH SCREWS 6" TYP #12 SCREWS TYP AT 20" OC TYP WALL - 9F/A710N VEW SIDE AND en waus wHIBEE aMIcaa.e SCREW PATTERN f2 - (7) SCREWS - TYPICAL AT PARiIiIONS NOT USED _ NOT USED _ MIRAGE /CLIP -LOG ROOF PANEL 18 MULTI -RIB SIDING 17 U -PANEL PARTITION /LINER � 6 SCALE: NTS SCALE: NTS SCALE: NTS Lu Wo o� �i� N � mw v� uj U � J W (J Q �o a � N � =W Lu to Z N u A Z Z O w � ui o P= W o ui W (D ° C) 0- DATE 07/11/13 DRAWN Dl CHECKED - - - - -- --- - - - - -- JOB N0. 1268 SCALE AS NOTED DRAWING No. REV 00 - - - - -- DATE 07/11/13 DRAWN Dl CHECKED - - - - -- --- - - - - -- JOB N0. 1268 SCALE AS NOTED DRAWING No. REV 00 - - - - --