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HomeMy WebLinkAboutBLD2000-00661 Final Garage - BLD Permit / Conditions - 5/19/2005 Inspection Line(360)427-7262 • MASON COUNTY PERMIT ASSISTANCE CENTER Phone: (360)427-9670, ext. 352 • Mason County Bldg. 3 426 W. Cedar P.O. Box 186 lip, Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2000-00661 OWNER: WILLIAM LAMONT 426-1888 RECEIVED: 06/06/2000 CONTRACTOR: ISSUED: 08/24/2000 SITE ADDRESS: 5200 E STATE ROUTE 3 SHELTON EXPIRES: 02/24/2001 PARCEL NUMBER: 321354300010 LEGAL DESCRIPTION: TR 1 OF LOT 2 + W1/2 OF SE EX N 226' PROJECT DESCRIPTION: DIRECTIONS TO SITE: GARAGE HWY 3 TO MILE POST 8 PERMIT NULL & VOID BY EXPIRATIC 0ATEa'5'(�'_'-) BY(CLA.) General Information Construction & Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: 5N Type of Use: SF Insp. Area: No. of Bathrooms: Occ. Group: U1 Lot Size: Deck: Type of Work: ACC Fire Dist.: 5 No. of Stories: 1 Occ. Load: Building:0 Garage-Detached 3,000 Valuation: $56,760 Building Height: Occ. Status: Basement: Manufactured Home Information Setback Information Shoreline & Planning Information Make Length: Ft. Front: S 88.0 Ft. Shoreline: Ft. Water Body: Rear: N 800.0 Ft. Slope: 0.1 Ft. SEPA?: Model: Width: Ft. Side 1: E 180.0 Ft. Shoreline Desig.: Year: Serial No.: Side 2: W 79.0 Ft. Com . Plan Desi .: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee KLW 06/06/200 $402.03 53578 Environ. Health Plan CEW 06/08/200 $25.00 54376 5@9ft State Fee SKM 08/10/200 $4.50 54376 Building Permit Fee SKM 08/10/200 $618.50 54376 Planning Review Fee KS 08/22/200 $38.00 54376 Total $1,088.03 BLD2000-00661 Please refer to the following pages for conditions of this permit. 1 of 3 9) THIS STRUCTURE IS CONSIDERED UNHEATED SPACE (NOT TO EXCEED 1 WATT/SQUARE FOOT OR 3.4 BTU/HR/SQUARE FOOT). AT SUCH TIME THIS CONDITION CHANGES, !NCH OF USE PERMIT AND A MECHANICAL PERMIT SHALL BE APPLIED FOR AND APPROVED PRIOR TO THE CHANGE. X ,Z� 10) The approved plot plan is required to be on-site for inspection purposes, If inspection is called for and plot plan is not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour(mini mu 1 ur) will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X !� 11) No Occupancy. This structure is limited to U-1 use only (private garages, carports, sheds, and agricultural building)A er use will be in violation of the Uniform Building Code and Mason County Regulations unless a "Change of Use" permit is approved. X 12) ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS AND OCCUPANCY IS LIMITED TO THE PERMITTED AND APPROVED CLASSIFICATION. ANY CHANGE OF l,�S2�LOCCUPANCY WOULD RESULT IN PERMIT REVOCATION. CHANGE OF USE MUST BE APPROVED PRIOR TO CHANGE. x ,/�� 13) Proposed structure or portions thereof with an pWeioover 30" in height from grade line, must maintain a 5'separation distance between adjacent structures and that furthest projection. X 4 14) Changes to approved building plans that effect compliance to the 1991 Washington State Energy Code, 1991 Ventilation and Indoor Air Quality Code, the Uniform Building Code and/or Mason County Regulations must be approved by Mason County prior to constructionX 15) CONSTRUCTION PROCES���FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND UNIFORM BUILDING CODE.x 16) All property lines shall be clearly identified at the time of foundation inspection. X This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction orwork is suspended fora period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before buildi q can be occupied. OWNER OR AGENT: DATE: "— O U BLD2000-00661 Please refer to the following pages for conditions of this permit. 3 of 3 I J CASE NOTES FOR BLD2000-00661 CONDITIONS FOR BLD2000-00661 1) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. X 2) This application i $ub,}gc�#p 1,03.036.X 6 Buffer and Landscaping requirements as established under Mason County Ordinance �� 3) The use, handling and storage of hazardous materia s r mmable and combustible liquids in excess of 10 gallons is not allowed without the approval of the Mason County Fire Marshal. X 4) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which affect your project. X 5) Proposed structure or any portion thereof greater than 30" in height from grade e, ust maintain a minimum of 5' setback from all property lines, easements and 10'from all County and State Road right of ways. X / 6) Approved per dimensions and setbacks on submitted site plan. X ✓// b � 7) All approved plans are required to be on-site for inspection purposes. If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition, a Re-Inspection fee in the amount of$42.00 per hour(minlmu�hour)will be charged and must be collected by this department prior to any further inspections being performed or approval granted. X ��,,��/ 8) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO POS,TT ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X /���/ BLD2000-00661 Please refer to the following pages for conditions of this permit. 2 of 3 CONCRETE MECHANICAL MOBILE HOME Footir•.y,,-Setback 1-:",X7 date by Ribbons date %'r 13 -c�by /T'/ Gas Piping date b ` Foundation Walls date by Set Up date by INSULATION date by BG/SLAB Insulation Floors Final date by date by date by FRAMING Walls FIRE DEPT. date by date by date by PLUMBING OTHER Groundwork Attic date by date by D.W.V. WALLBOARD NAILING date by date by Water Line FINAL INSPECTION date by date e,— (-:j h� date by l g O Building Permit # MASON COUNTY BUILDING 111 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE Job Location '000 14w y 3 La~m4 This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items Listed below must be corrected to gain code compliance -Tik [ck?-- rw►iTre c,, , sti HA,,j <-to All i rya Yll1l�- r `►A --� 4S c.u''d�s . 1 t�-s-� - �'.1 Zk� �rw• �C C4 t--d bte.tl tlx CesSu-r 177- 'G�f r tier V VL -re) rs-el— LA S441 a S cD c-.t,-, L l CAI..u ti _ > LA s� (,., l u Sv ►ne9"f rr_ ti ( cl Ty 4-t 3 q)! ?-q t- 't 0 You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK ❑ Call for re-inspection when corrections are made before continuing ❑ Make corrections, items will be checked on next inspection ❑ �to Ndr' -r, � r� �l Dcl-pAw"l f� 60 , ❑ This is not a complete inspec ion Department GL✓D Date Jl 5/ Inspector L-V)V— " 0 $00 NOOT MOOV T 1 T ,�' MASON COUNTY DEPARTMENT OF PLANNING BUILDING I • 411 N. 5TH ST. • P.O. BOX 578 SHELTON, WASHINGTON 98584 • (360) 427-9670 June 21, 2000 William LaMont 5200 East Highway 3 Shelton, WA 98584 RE: BLD2000-00661; EAGLE TERRITORY designation on Parcel No. 32135-43-00010 Dear Mr. LaMont: This letter is to notify you about the existence of a bald eagle nest adjacent to your property. Under the Washington State Bald Eagle Protection Rules (WAC-232-12-292) a Cooperative Site Management Plan is developed whenever activities that alter habitat are proposed near a verified nest territory or communal roost. Each Site Management Plan is based on the unique characteristics of individual eagles and their home range, as well as surrounding land uses, in relation to the proposed activity and landowner goals. In order to create a Site Management Plan, you need to contact the following person: GREG SCHIRATO WILDLIFE BIOLOGIST 2391 DEEGAN RD W SHELTON, WA 98584 (360) 956-2800 (360) 427-2164 The Mason County Planning Department needs to receive a copy of your Eagle Plan or notification from Mr. Schirato before issuance of any permit. I you have questions, you can contact me at (360) 427-9670 ext 295. Sincerely, cl-4 C'- Shandra O'Haleck, Senior Planner Mason County Planning Department L 400010 400000 300000 400000 r 300010 100010 800020 0 200000 3 Z 100000 100081 8000 00 300020 1 400080 300000 300010 050 4")0000 800010 06 300030 00020 r � -- Sad a'•� -�'�...�. `/"_ A ....�' 4i ' / �t v M M £ y ry 12 _z �� gas _'p .� + 8Sr r M a/a o � . N � r/l�'o LSS y�� -��'7d -•1 yobs /10�� � £iS ����._;_._-- ... . .. N / roar , ...• , �,4° _�..._ r / cv V ,y / A�• r 89S 0 v_ S Vr) i 95:+. Pao.,�'b.Z.. iitq +TIP ':S bL° ' 9 • zz MZ/-,eS`-L8N 1 mi � I r � 8TS 7i S17 _.. o i 0 0 t�L M O7 y Z9 1 N, ©? I / 110 5j T 699 �... N w I Ir �r_LS o! W9 S b� hot TLS 0 6 gD rry �i N 2107 i 9TS'' I IA,/ •e$z bbS G► xi Zoo•poZ � I fSG�899 Flo-Lo,SsS 'Loo•oL/ Z I' 6VS -JI---x r x B vrS —X— T Z S r r �: ()r'�"'r'•T rir'1 T fr 7 r r'r'ir'i T i ii i,41., �i0 L. !,.^, r 1.:.,•,, PERMIT NO.: BLDU 6M4Sb&"'/ MASON COUNTY u ko BUILDING PERMIT APPLICATION 426 W.Cedar/P.O.Box 186,Shelton,WA 98584 Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner )A ;n hi ()n Contractor Name Mailing AcdressT- Mailing Address City State ip Coe City State Zip Code Phone( _ her Ph.( Ph.( Other Ph.(� Lien/Title Holder Contractor Reg. # Address Expiration SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System WeII_)k_Water System Name of Water System PARCEL INFORMATION-12 digit Tax Parcel No. � J�- f / 413 0 0 D Fire District Legal Description d'- LV Site Address(Please include street name, street number and city) Directions to site Will timber be cut and sold in parcel preparation? (Yes/No) Is your property within 200' of the following: Body of Water (Name) Saltwater Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs TYPE OF JOB New Add Alt Repair Other Use of Building .Sln r'cz-cmc�- r��la Describe Work No. of Bedrooms No. of Bathrooms SQUARE FOOTAGE-1st Floor 3JI OZ2nd Floor 3rd Floor Loft Basement Deck Other sq. ft. Garage Attached Detached 4EEarport Attached Detached MOBILE HOME INFORMATION-Make Model Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit ?(Yes/No) Installer Name Certification No. NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agpAon owner's behalf,represents that the information provided is accurate and grants employees of Mason County access to the above describ4k roperty and structures for review and inspection of this project. Acknowledgment of such is by signature below: OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without appr oval first obtaining approval. X AP• Date ? c X Date FOR OFFICIAL USE BEYOND THIS POINT Accepted by Date Submittal Amount Due G Receipt No DEPARTMENTAL EVIEW APPROVED DENIED ' CONDITION CQpES Building Department AQ s 3r oo jr-1-00 Occ Group _ Type Constr. — Planning Department Environmental Health Department Public Works Department I Fire Marshal Valuation $ F : S Building Permit Fee Site Inspection Plan Review Fee UFC Plan Review Fee Plumbing & Base Fee Public Works Review Fee Mechanical & Base Fee Other Wood/Gas/Pellet Stove Fee Other Violation Fee Pre-Paid at SubmittalIL ( ) ii:<4:'i.'NiiG•4'•li,Y•,rOY .. /.•.•.•. F.v?:f f t. q•.:.::•::::;;.; ::;::.;:.;>:;.;::.;;::.::•::.: TOTAL FEES _. ;:•::; ••::.ttt•:,$.•: ... i,+f`...•. ` /�` :•r};';aL'�RSK:v�r�ufER Jt:::;'::'2.:<::Ru.::i,:2•::•: •';v,;x+;..r..;::.. f+ S:a. �f•'5%: + ••f• F:�.s,:,:;w/:.»•:.,r:}..:; ::.. xk:.::a:�:i:% •:..a::,;•.,e,r.;as:•:'to���:Yv:.'•r.'•:•..'.xew�'.�i�>:e•.6G .i�::i::.i:{i'Fr.+F •.�w''.tiafs:.,...•{:ldSir.:<:+:v..:a::::;:::•.,n:<n:•::•r:n: MASON COUNTY PROJECT SITE INFORMATION Case No. NameW,J1;erLU L l a Mor71- PARCEL NUMBER 3;L 13 �-- 1/3- 00016 Date SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the site plan Lot Dimensions Fences Existing Structures Driveways Structure Setbacks Shorelines W Water Lines Topography Well Location (including adjacent) Drainage Plan Names of Streets Easements J Names of Fronting Streets Septic System DRAW SITE PLAN BELOW Include adjacent properties if on oreline or within 100 feet of adjacent property line. adjacent property line4 , --3 ._._--.�, E-adjacent property line � I I I I S I a u i Pr0./� P?�ty I 13' No .•-o I � I-a C I I adjacent property line4 ' ' <-adjacent property line SAMPLE SITE PLAN C A adjar�nt property line-> 2La, _ adjacent property line D so' fscaveI SEACc u AL I \ H � HOM b I .GRa6wl w��y I Hcusa I + j PM0P—D sQp*;C- 1 , I R I VAC-Mn T I T C A(tAa6 \ I I 3o i I � MoPosen 7 A&RzCLLITLLRAI so — I , I I ,\ I I � I I ' I I � c....tLL I ' I I �t /DD' I I adjacent property line- ; \; <-adjacent ro ert'line -.Y TOPOGRAPHY PROFILE(Show a side view of property. 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RGISNOdS3�1 JMVO J1NOO a3a-lln8 - 1HO18 1331 H011d 300a iHO13H HION31 HAM :3ZIS 3ISV8 dX1 w 3 T1VMGN3 :NOIldIJOS30 ONImIne - MEMBER LOCATION MATERIAL O O O 4O EAVE STRUTS END BAY 8 ES X 1 Go. EAVE STRUTS INT'R. BAY 8 ES X 1(0 Ca- 75-0 0/0 STEEL PURLINS END BAY 8 Z 212 X 1 V Ga PURLINS INT'R. BAY 8 Z 22 X 1 Ca. 25'-0 25-0 25-0 GIRTS (S/W) END BAY 8 Z 212 X i(0 Co. (TYP.THIS BAY) (TYP.THIS BAY) (TYP.THIS BAY) 1 2 3 4 GIRTS (S/W) INT'R. BAY 8 Z 212 X I& Ca. PURLIN LAPS 2'-534 2-53 2'--534 2-5 GIRTS (E/W) END BAY 8 Z 212 X 1(9 Ga. 334 334 334 3 GIRTS (E/W) INT'R. BAY 8 Z 212 X 1&Ga. RAFTERS LEFT END ja C 312 X 14-Go. RAFTERS RIGHT END 12C 3'2 X 12 Ga. O ° O C COLUMN 1 0O E/W COLS. LEFT END 8 C 3'2 X 1 +Ga. o COR. COLUMN RIGHT END 8 C 312 X 14- Gm 4'0 CABLE E/W COLS. RIGHT END 8 C 312 X 14 CA. 0 j o JAMBS OPENINGS 8 C �X 1 Ca IN. FdRME-r HEADERS OPENINGS 8 C �X 1 QGO. N FLR. 51UiCt'f1°� I11"0 CABLE FLNG. BRACE FRAMES d - 2 X 2 X 14 Ga. w RAKE ANGLE RAKE d - 4 X 2 X 16 Ca. O N FORMED 611.1 BASE 22 GA. Ce,r�LA71: I of N 25'-0 25'-0 25-0 NOTES: ' 1.) ALL CONNECTION BOLTS ARE PmK SIl fmK e-g1,4 0.�. (zit w 1/2"0 X 1" CAD. PLATED O ,) -- Q MACHINE BOLTS. UNLESS NOTED � P f ELEVATION AT LINE "A' 2) SEE S HEETZCI OF SHOW NOMINAL. o o u� FRONT SIDEWALL DIMENSIONS OF MATERIAL. 4 4'0 CABLE O - O ROOF FRAMING PLAN 4 3 T 334334 2'-5 3 4" 2'-5 3 4" — 334" , 334" 1 3 4" 2'-4" 2'-4" 1 3 4" 1 3 4" 1 3 4" 2" 3 16" 00 PURLIN CUP 1., 1„ 3 16 2"2" 3 3616 0 10 PL. 6 X 3/16 X 0'-7 t GIRT CLIP 1" 1" I PL 6 X 3/16 X 0'-7 I E� 61 J N M i A I � ` (-v1zMED IT 1 2-1-- ---------- - - --- - 1 v ^ F LR. hI LL C'(YI''.) .4—'6"O CABLE--� [i2 1/2"0 0'-1 MACH. BOLTS �, i 3 16 t(6 REQ'D) 1/2"0 O'-1 MACH. BOLTS C4 3 16 I (4 REQ'D) FLNG. BRACE - (4 2 X 2 X 14 GA.) FLNG. BRACE -p 2 '-0 2s-0 L (�G2X2X14GA.) / 2" 2' 42 2'-2" IZ'�0 t oC�TE 2'-4" ELEVATION AT LINE VIE" FLNG. BRACE CLIP PL. 3 X 3 X 3LIP FLNG. BRACE CLIP PL. 3 X 3 X 3/16 BACK SIDEWALL r!O 1 C22X14E1a. F OW6 DETAIL C zZty lzb 4'-11 1/2" LAP - PURLIN CONNECTIONS 7 1/2" LAP - GIRT CONNECTIONS a 8'-4- 0•c-CTfR) C��) ReWp. GLIP-I�NCLE �Fh� •, F' CITY. SIZE JAMB ("+3") HEADER ("+4") SILL ("+4") JAMB COVER HEAD COVER �•J r •, D ONE IV-v X 12=0 ( ) BFL22- ( ) BFL ) BFL848- ( BFL981- ( ) BFL981- T��R � h 770 fzAETETL — PURLIN "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF ALL AMERICAN �^ GCE cRosS SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGINEER WHOSE SEAL AP �• _ tee,-nod" 6' ON PEAK *LJPPOFZT HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE PRO MISCELLANEOUS ACCESSORIES SWING DOORS ,LO(ATW FRAMED OPENINGS VENTILATORS DRAWING STATUS REVISIONS NORTHWEST STEEL BLDG. FOR APPROVAL N0. DATE DESCRIPTION BY CK'D MK. N0. DESCRIPTION MK. N0. DESCRIPTION MK. N0. SIZE DESCRIPTION MK. N0. DESCRIPTION 2650 N.E. HWY 20 SUITE G-102• BEND,OR. 97701 A ONE 3070 (M) (W) W/WS,STD. HARDWARE B ONE 12-0 X 12-0 IO(L 011:Gf�bl2 (Jn}@ g THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A FOR PERMIT 800 635-0692 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR 1 wI MonIGE LOGKg6T PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT REV. FOR PERMIT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION' CAN BE /• CONSIDERED AS COMPLETE. v _ DESCRIPTION ERECTION DRAWING M SKYLIGHTS WINDOWS ® FOR PERMIT: D S' R>rVI�iED FofZ ( R►'117 m SIZE SEE SHEET C1 MK. N0. THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL CUSTOMER BILL LAMONT IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY MK. N0. DESCRIPTION DESCRIPTION DRAWINGS ISSUED FOR CONSTRUCTION " CAN BE CONSIDERED AS LOCATION SHELTON, WA. CAD BY RD COMPLETE. ❑ FOR CONSTRUCTION: DRN.BY CKD BY DATE SCALE JOB N0. PH BLDGADEISC, SHEET N0. ISSUE FINAL DRAWINGS. 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TAPE SEAL MEMBER SCREWS 1 WALL PANEL i/ ROOF PANEL 1" WIDE X3/32THICK MASTIC —�� t (OPTIONAL) MUST BE — SPECIFIED ON THE WORK -- ---- t 1 ORDER. — 1 1" 5„ � MEMBER ROOF SCREWS PANEL STITCH SCREW TAPE SEALANT 12" 12" 12" CONTINUOUS AT 20" O.C. (FOR ROOF ONLY) TAPE SEALANT 3/8 X 3/32THICK (STD.) —�' PANEL ENDS AND 2" 12" 12 12" EXTENDED LEG INTERMEDIATE GIRTS 5" �v ROOF PURLIN (ON "PBR" PANEL ONLY) PANEL END LAPS ONLY 2" 8" 2" 2" 8" 2" 2" 8" 2" 2' Q► PANEL DETAIL "A" MEMBER _ SCREWS Q� STITCH SCREW TAPE SEALANT (FOR ROOF ONLY) 3j8 Xb2THICK (STD.) SECTION THRU PANEL ENDLAPS AND PEAK PURLIN _i STITCH SCREW TAPE SEALENT 1 _` ROOF PANEL SKYLIGHT PANEL AT 20"f O.C. �1 MEMBER SCREW SPACING FOLD VAPOR BARRIER "PBR" PANEL AT ROOF �-- (AS NOTED) STRIP 4" OF INSULATION OVER PANEL EDGE ROOF "R" PANEL AT WALL FROM VAPOR BARRIER AND PANEL FOLD VAPOR BARRIER BACK OPTIONAL INSULATION TRIM OVER STEEL PANEL INSULATION IF REQ'D. PURLIN INSULATION IF REQ'D. "PBR" PANEL AT ROOF IS BY OTHERS. 1S BY OTHERS. SIDE LAP WITH INSULATION SCREW SPACING NOTE: UNLESS NOTED. END LAP WITH INSULATION UNLESS NOTED. SCREW PATTERNS SHOWN ` SATISFY UL90 REQUIREMENTS MEMBER SCREWS V FOR ROOF. "R" PANEL STITCH SCREWS SCREW SPACING t T T 1 T T AT 20" O.C. Q� T T T U F. 0\ q��o SECTION 3: BASIC MATERIAL SPECIFICATIONS 3'_0 3'-0 v� 3.3 ROOF AND WALL PANEL MATERIAL END LAP SCREW LAYOUT MID SPAN SCREW LAYOUT R 'Ti 3.3.1 Panel material as specified shalt 26 gauge galvanized steel, 02 "R" TRANSLUCENT ROOF PANELS tooting designation G-90, or galvalulume AZ55 as manufactured by Bethlehem Steel Corporation, or equal, conforming to the requirements of ASTM A-792 srO� L Grade E or Grade D. Minimum yield stress shall be 50,000 psi for Grade E and 50,000 psi. for Grade D. 3.3.2 Panel material as s ec' h II e 4 o e ga ized steel, "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF ALL AMERICA coatis i �a ion �a�^+S! va a oflVrEin to the requirements SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGINEER WHOSE SEAL APP Cp�FiES 05.09- 0 of A5 trod 6r OralEfress shall be 50,000 psi. HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE PROJECT." DRAWING STATUS _ REMSIONs _ NO. DATE DESCRIPTION BY CK'0 NORTHWEST STEEL BLDG. r 2 9 Cable Bracing - Extra High Strength Strand per ASTM A475. FOR APPROVAL:_ 11��'1 FI . 9 9 P � THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A II-IZ- FOR PERMIT �.A 2650 N.E. HWY 20 SUITE G-102• BEND, OR. 97701 Rod or angle bracing conforms to ASTM A36. FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR (800) 635-0692 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 1-"1-CO R6VISE0 FaR PERMIT RS DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE G 2-3_00 Revlstrn �OfL PEILNI'i' t5 DESCRIPTION StAIJDARD DPAK11146 CONNECTION BOLTS: CONSIDERED AS COMPLETE. FOR PERMIT: D ( l�vl, w rOF- mgmrf NM[-5,k1r SIZE SEE COVER SHEET All A-325 Except Purlins, Girts, Eave Struts and Flange THESE ORAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL — Braces which are A-307 IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONL' CUSTOMER BILL LAMONT DRAWINGS COMPLETE. ISSUED " FOR CONSTRUCTION CAN BE CONSIDERED AS LOCATION SHELTON, WA. CAD BY RD o ❑ FOR CONSTRUCT_. -4-4 DRN.BY CKD BY DATE PH BLo( +��SC. SSHEET OF. ISSUE FINAL DRAWINGS. NMI NONE 0$01$3509 Q TYP ** NOTE: SIZES OF FILLET WELD FOR WEB TO FLANGE WELD. Q (D 20 50 L/2 WEB FLANGE THICKNESS EDGE O 5 L/2 THICKNESS 316 14' TO 12' OVER 12" JOINT 10 GA. & 316" 316 SEE NOTE 2 NOTES: O TYP. G o +a 14" 316 TYP. BOTH OA THK. WELD SIZE 519 SEE NOTE 14„ SEE NOTE SIDES O PICAL < J"THK. 38' 516 16 Go ie, 0.056 INCH © L/2 4 SIDES 14 Go e: 0.070 INCH Q A Q L/2 �,v OR �'THK. OVER 3$' SEE NQTE 312 Ga a: 0.098 INCH Q THK. > e^THK./ P Q A z-z4 OR NOTES: O 2-24 BACK GOU OR ` k-1 3 Q�I 1. 1s" FLANGES ARE NOT TO BE USED FOR WEB A > e^ > V THK./THK. ♦'O n �-�—{< ;THK. THICKNESS OF 14" OR OVER UNLESS SPECIFIED O L/2 KNEE WITH FLANGE THICKNESS SAME `C OR BY ENGINEERING. L/2 CANOPY LUG BUILT UP BY SCAB PLATE. TTO� > VTHK. 2. WELD SIZE EQUALS TO THICKNESS OF WEB OR GE SEE 3. FOR WEOBE 5. THICKNESS OVER 38" ALL FILLET SIZES TYPICAL COLD—FORM CONNECTIONS ARE TO BE SPECIFIED BY ENGINEERING. 4. WELD BOTH SIDES OF WEB TO FLANGE 3" BEYOND BOTH ENDS OF BRACKET. �P 07 50 5. FLANGE TO FLANGE OR FLANGE TO CONNECTION > V THK, PLATE WELD SIZES ARE DETERMINED BY THE (3) < 38" THK- O < 8" THK. © OR FOLLWING CRITERIA: OR OR -�< }'THK. Q tf < 3g' 316" FILLET O \> e" THK. 0 > 38" THK. / U 3$ < tf < 34 (WITH 14' FILLET _� t f > 34 (�WITH 56' FILLET © _ © �© TYP CRANE BEAM WELD NEED NOT EXCEED THICKNESS OF THINNER PART JOINED. v b ©� TYP (5) N L/2 O 6. WELD SIZE IS TO BE 116" LESS THAN THICKER PLATE, BUT TO EXCEEDQ'�`(/ a O OF © L/2 O TYP. L/2 `/2 7. OPPOSIOTE SIDE WELD LENIGTHESS TO BE aHINNER DIMENSION PLATE. (2) V PLUS 3 INCHES, AND b DIMENSION PLUS 3 INCHES. OR L/2 �/� THK.5 V O r Ov Q �> 38" THK. 7 ` - TYP TYP Is ��-CTYP < 38" FLANGES (5) TYP BOTTOM & TOP O v 7 TYPE 0© ` ; • -` Os O OR THK. BACK GOUGE ► � �- 5 < 38' THK. O © TYP ® " OR OR U" �- > 38" FLANGES / `> 6 THK �—R--< ' e' THK. EXPRESS FRAME © L/2 `/2 STRAIGHT COLUMN TYPE 1 STRAIGHT COLUMN TYPE\ 2 2L/2 (5 `/2 ©N L/2 BUILT—UP L/2 COLUMNS •r O UNDERHUNG CRANE BRACKET _1 ONLY 38"O < " THK."Io, / > 38" THK. 1 6 Q X TYP. © e ©7 OR \f . 0 0 g O X TYP I' > 38" THK. < 38" THK. SAME AS 5 O L/2 BOTTOM FLANGE O t < 38 e X % Q Q L/2 oR 0 TYP. O TYP O 5 t > 3 NOTCH P_ TYP _�— a 3g' TYP. TYP. TYPICAL STIFFENER DETAIL \\ SAME AS CONNECTION PLATE O2 L 2 6 COLUMN O TYP. O `��z TYP. SECTION A-A O L/2 SAME AS TOP < 38" THK, n � Li2 5 G_ FLANGE OR 5 5 ��/ O O �/z Q ♦to z Q„ Qv J �> e THK. Q5 J Q2 AS w HAFTER <AUNCH THK% ;# PBISAL AT TYP QS O QQ ` SAME MATERIAL OR �' _ Q / AS PIPE OR COMMERCIAL > 3,,-^ T11K.�� •;�_.i '\.,.r� PQ BACKINGKINGRING 2 rr r �' „ OR 5 r. 02 L/2L 2 ,? O 21- TYPICAL 5 zH \ s INTERIOR COLUMN CONNECTION PLATES � C1 """ry��' ,• Q 6- 18 INi. 702 O •� O Q 2z" AT ENDS O 2H J 0 6 - 18 OO s 4 TOP RUNNING CRANE BRACKET Sf�NALL G L 2 .WELD INT. 3-6 f TYP FLANGE BRACE CLIP "THESE DRAWINGS AND THE METAL BUILDING WHICH THEY REPRESENT ARE THE PRODUCT OF ALL AMERICAN . (' TYP. O L/2 OVER 24" DEEP WE IfJWAY BEAM SYSTEMS 7301 FAIRVIEW HOUSTON, TEXAS 77240-0220 (713) 466-5681. THE ENGINEER WHOSE SEAL APPE R O l -� !� HEREON IS EMPLOYED BY ALL AMERICAN SYSTEMS AND IS NOT THE ENGINEER OF RECORD FOR THE PROJE p��ES 05-09.2 TYPICAL PIGS J. d �� DRAWING STATUS REMSIONS 4` s Imo\ — A FOR APPROVAL: NO. DATE DESCRIPTION BY CK'O NORTHWEST STEEL BLDG. `_ THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A II-I2- FOR PERMIT L-A- 2650 N.E. HWY 20 SUITE G-102 - BEND,OR. 97701 MAY �1 �' X 00 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR (800)635-0692 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 1-1-0o REVIS6D FoR ERMIT RS TYP. DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE 5 /% CONSIDERED AS COMPLETE. G 2-'3-0o R4Y156o 'Fors Po Lm 1-r RS DESCRIPTION STANDARD WELDING SHEET O7 Q TYP. FOR PERMIT: O O TYP. 0 «2 �[ a THESE DRAWINGS. BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL SIZE SEE COVER SHEET A. IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY CUSTOMER BILL LAMONT o INTERIOR WIDE FLANGE WAY END DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS CAD BY �- BASE PLATE _ COMPLETE. LOCATION SHELTON, WA. RD ❑ FINAL DRAWINGS.FOR CONSTRCONSTRUCTION: DRN.BY CKD BY DATE SCALE JOB N0. PH BLDG.D SC. SHEET NO. ISSUE (uexA NMI NONE 0801-183509 W1 OF 1 0