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HomeMy WebLinkAboutBLD2007-01064 Carport - BLD Application - 6/14/2007 MASON COUNTY PERMIT NO. , BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 - © 1 04:4 Sheltor�(360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 � r On the web www.co.mason.wa.us APPLICANT INFORMATI CONTRACTOR INFORMATION Owner Company Name ° Mailin A dre s 1 Mailing Address 1) / + E� `-)y City Sta e ,� Zip Code City Stag Zip Code Phone Other Ph. Phone f" J Other Ph. Lien/Title Holder l Contractor Reg. # Exp. B'maiI address ve La We • L.0 E Mail Address Duvets Lic. # 'LDOB :t Drivers Lic. # DOB PTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic Connect to Water System Name of Water System Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Di it Parcel No. c7( Fire District Legal Descriptiorj F c , bAJ AJ• ,11 i�—t Site Address (Please includ tre t name, street number and city) GirC. - , L. Directions to site I M I � CJiJ J� 10(o r 40 N i&TE CZ.5E(—T-I b J t:= I-I L ) Will timber be cut and sold in parcel prep ation?Yes/� o Is property within 200' of Saltwater ,, Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New /_Add Alt Repair Other PWARY RESIDENCE ❑ SEASONALP Use of Building s rA F'J+C- Describe Work '>5 �'. i.') ---- i ic/ k-- '4 No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd Floor 3rd Floor Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carporttached Detached MANUFACTURED HOME INFORMATION - Make 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. OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative, or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEA5SPFA PROGRESS INSPECV9N.INA I THIS PERMIT APPLICATION OF 180 DAYS �WILL INVALIDATE THEAPPLICATION. X ` Date / '7 caner wners ReprcWentative/Con ra&,r (indicate which one) FOR OF USE BEYOND THIS POINT Accepted by: Date i DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee Z Site Inspection Plan Review Fee / EH Review Fee Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas/ Pellet Stove Fee State Fee ' 6— Violation Fe 25" Pre-Paid at Submittal Valuation $ S 2-0 0,!n TOTAL FEES Case ActivityListing 6/1 � 8:41:36AM 36AM Case #: BLD2007-01064 Parcel #: 122063100020 Description: Carport/ATF —P Assigned Done Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By BLDA010 Application Received 6/14/2007 6/15/2007 None DONE KKK 6/15/2007 KKK BLDB130 Planning Review 6/15/2007 6/20/2007 None DONE CMM CMM 6/20/2007 CMM Site visit 6/15/07. BLDA910 Meeting 7/25/2007 None DONE TAM 7/25/2007 TAM revised engineering submitted from owner,placed with plans 7-25-07 Mec BLDB110 Building Plan Review 6/15/2007 7/31/2007 None DONE ARC 7/31/2007 ARC WAITING FOR CARPORT ENGINEERING ARC 6-18-07 recieved sent to case manager arc 7-31-07 BLDA920 Miscellaneous Action 2/20/2008 None DONE MB 2/20/2008 MB NOTICE-pending cancellation sent. See BCC2007-00102. BLDA560 Permit Cancelled 4/17/2008 None DONE CMH 4/17/2008 CMH Per Mindi Brock,Code Enforcement. BLDA010 Application Received 12/16/2008 12/16/2008 None DONE MB 12/16/2008 MB Permit cancelled in error.Applicant is working on E/H requirements and has been in contact with Cindy W.and currently working on getting required O&M reports. BLDA900 Telephone Call 12/16/2008 None DONE MB 12/16/2008 MB Spoke with Dennis regarding permit,he has been in contact with EH and is currently trying to meet all requirements.He has had some difficulty as a party system.Permit cancelled in error as not aware that applicant has been in contact with EH Dept.and attempting to get O&M reports. Dennis was made aware that if no activity that permit will be cancelled within 120 days. After permit issued he is responsible for making the necessary arrangements to have an Addendum Certificate supplied to him to record as Assessor's Office. BLDB200 Environmental Health Review 6/15/2007 —+� SW(9-Zotb _O60n3 None HOLD CEW 2/3/2011 ADR e will need an as built of the existing community septic system and a maintenance report on the community drainfield. 2/3/2011 EH Records Scanned. Page 1 of 2 CaseActivity-rpt 6/19/2018 Case Activity Listing 8:41:36AM Case #: BLD2007-01064 �( Parcel #: 122063100020 T Description: Carport/ATF Assigned Done Activity Description Date 1 Date 2 Date 3 Hold Disp To By Updated Updated By BLDA560 Permit Cancelled 2/10/2012 None DONE GMM 2/10/2012 GMM last contact 12/16/08.Due to inactivity of this permit application of 180 days will invalidate the application. Certificate of Non-Comforming Development was recorded 12/4/2008 Page 2 of 2 CawActivity_.rpt In EM ONE , c ■ ■ ■ ` _ ■ .3 ■ ■■■ f..... i ■ S i _ -� -..- D ho( 12 Z OG 3 1 —000ZQ45 '13t'Street SE Salem Oregon 97302 corrsuLr�rG srxucr 1'� ✓e i.� 3 C�� (503 Errc s FAX 503) 399- 259 n�� a 2+ I ( ) 399-8259 C., p BMG P@gWest.net FILE Engineerin COPY g specifications For West Coast Metal BUildingS West Coast Metal Buildin s 5073 Dallas Highway W g Salem, Oregon APPROVED C_�: MASON BUILDING INSPECTOR 2003 International Building Code CHAN ES SUBJECT TO AP ROV L s�I—e Enclosed en C DATE a performed on engineering as deterspecifications are the 'summary West Coast mined to be the standard st al u calculations ons Metal Buildings. The structures were Building T analyzed are provided by Building Frames_open and enclosed. as follows; — Standard and A-Frame Building Heights — up t Building Widths O 8 feet, 8 to 10 feet, and 10 to 12 feet Light frames— 12, 14 Heavy frames — ' 16, 18, and 20 feet Snow Loads _ 20, 22, 24, 26 28 Minimum roof Snow load and 30 feet psf ground snow Toad Wind Loads — 25 psf Winds THESE PLA�i,MUST 8E speeds — 100 and 110 ON 1`H Exposure — B and C mph (3 Seco ( nd gusts) FOR'JMSPECTION Seismic Loads assumed a conservative Ss and S1 does not control. to veri Ss =1.500 fy that seismic Building Category S' = 0.600 Site Class = ry = I Seismic Use (assumed) Seismic Design = I SOS = 1.000 gn Cat ory = D CHANGES Sol = 0.600 SuBMIT CHANGES FOR APPROVAL Ljrp ltat/OnS: Enclosed engineering PRIOR TO PERFORMING WORK have a Letter of Review from specifications do ass um not cover structures that do not ptions for the specific appiication.gmeers as meeting the design UNHEATED Pians include _ pages of S T R I,]CT engineering documents that must File No. 060428 remain attached to approved plans Made By M--G_Sheet No. Client — - Date 01/25/0— 77 West Coast Metal Buildin s Project En ineerin S ecD—u-il ions CLIENT; WEST COAST METAL BUILDINGS INC. SHEET INDEX qzw 5073 DALLAS HIGHWAY DWG. 1 - COVER � w SALEM, OR g7304 DWG. 1.1 - DESIGN NOTES _w w E INFORrjATiON DWG. 2 - SIDE ELEVATION TABLE I Qw� flco, DWG. 2A- TABLE 2A ALLOWABLE zTYPE OF CONSTRUCTION: VB COLUMN SPACING { w Z w�OCCUPANCY GROUP= U- UTILITY STRUCTURE DWG• 3 - TYPICAL BLDG SECTION Q - ALLOWABLE AREA: 3000 SF WIDTHS 20' w IL Z a 3 0OCCUPANCY LOAD: 1 PER 200SF DWG• 3A- BOW/ POST DETAILS ~ Oa ww DWG. 4 - TYPICAL BLDG SECTION 4 O U m= rn o DESIGN CRITERIA t-. w Z WIDTH > 20' 4 Z fn-AV) X U p DWG. 4A- BOW/ POST DETAILS ] U Z Q o L5 Zi PREVAILING CODE, 2003 IBC U) I`' DWG• 5 - BRACE CONNECTION q z 4 Q- ``':x a : BUILDING CATEGORY: 1 U) p us DETAILS F- 4 Jo M a IMPORTANCE FACTOR, z -+ a DWG. 6 - EAVE/ROOF DETAILS � 0 � � z WOO v, � a WIND - .57 a = z DWG 7 - ANCHORAGE DETAILS c�,r) SIESMIC = I.0 w F" DWG. 8 - TYPICAL ENCLOSED I F- SNOW = 80 w o o STRUCTURE ENDWALL S 20' z o 3 3 w N a GROUND SNOW: DWG. Q' - TYPICAL ENCLOSED u w Q 3 ROOF DEAD LOAD, 25 PSF or 50 P STRUCTURE ENDWALL Q Q QQ0 a ROOF LIVE LOAD: 20 PSF > 20' }- Q Y Z o WIND DESIGN SPEED= 100 MPH or 110 MPH DWG. 10 - TYPICAL ENCLOSED U U a - N (3 SECOND GUST) STRUCTURE ENDWALL0 W/ OPENINGS WIND EXPOSURE CATEGORY: B or C DWG. l0A— TABLE 10A ALLOWABLE Q Q 0 � � U3 ,a" N A DWG. 11 - BRACENDETAILS LENGTHS z p�p w 4 DWG. 12 - SIDEWALL HEADERS z .09 � o DWG. 12A- SI DEWALL HEADERS 4 a W Q LL O W n i m � S ,tg U T URA �`� w of wAr� .`t`Q,ED PROFFf rn 10 a o w 0 N W 38212 OREGON x " ' I av� tyFw S . z EXPIRES: 01-27-09 XPIRES: JUNE 30 200 FV41TH NOTES ---- w CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE ij uj Z INTERNATIONAL BUILDING.-, CODE, OSHA, AISC, AWS D N o DI.I AWS D1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. 04 coW z a 2. SHELTER BASE CONNECTIONS SHALL BE PROVIDED AS C SHOWN ON SHEET 7 AND SHALL BE ADJUSTED ON THE d = Z w o>- BASIS OF MANUFACTURER'S REQUIREMENT FOR ACTUAL ~SOIL TYPE. W Z O o 3`� o S. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME un C U. 9 o N t=- wm= � o MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR N a o 0 EXCEEDING ORIGINIAL. o w 4. ALL STEEL TUBES, CHANNELS, AND PLATES SHALL BE GALVANIZED WITH A MINIMUM YIELD STRESS 50 KSI, N o uj Li Li 5. ALL ROOF AND WALL SHEETING SHALL BE GALVANIZED O J Z za� can OR PAINTED WITH A MINIMUM YIELD STRESS 80 KSI o MEETING THE REQUIREMENTS OF ICC-ES EVALUATION w o REPORT ER-540G`P. m E WELDED CONNECTIONS. G. ALL SHOP CONNECTIONS SHALL B N Q w 0 7. ALL FIELD CONNECTIONS OF TUBES, CHANNELS, AND 3 0 PLATES SHALL BE 1/4"(P HWH x 1" SCREWS, o 8. ALL FIELD CONNECTION OF ROOF AND WALL SHEETING Z o SHALL BE #12 HWH x 1" SCREWS WITH NEOPRENE/STEEL N WASHERS. ATTACH SCREWS @ G" OC ALL SUPPORTS. N H � W 5 c� J w �UQ Wa N � U 0 z 00 N H O Uj o x / o W 0 N � 1 m z 0 H z w 6:\JOBS-2006\060428\0428-ENCLOSED.DWG, 2/5/2007 7:54:07 AM, STATION #5 THESE PLANS MUST BE z ON THE JOB SITE FOR,INSPECTION �I � D m m QCD - 0 r NuD �1 m p7z7d f rnrn � t � X -i3o O c0 rn -I rn z � � � mztpr- i Ir a, m D z N N D m rn U) o b 3 m nOm OX� b Z30 � 3D = _ u � D =-0 Y nN rn z Z D m n Dm OONWI-TINO ENCLOSED STRUCTURE 6" A - STRUOTUR1.L WEST COAST METAL BUILDINGS, INC. iiiiimii�z�mi& ENGINEERS 5073 DALLAS HIGHWAY MINKJ opolow 1045 DOES a� SALEM, OR 97304 E N G I N E E R S. I N C. ��-� FAX - � JOB No: 060428 1 BY: MER I DATE: 02-05-07 DWG. 2' 'TABLE2A (Allowable spacing of posts Allowable spacing W m a - 25 psf Ground Snow Load ` 50 psf ground Snow Load N H Z i N Recommended Spacing. Recommended Spacing y OD w z o m Z " n- 100E 100C/ 10oC/ 'g W v) Z r. 110E 110C 100B 110C a F _,,,, W Z Q o 110E � 8.0 It 36 in 36 in 36 in 32 in 32 in 32 in N UJI Z O �-�= Q o CD 12.0 ft 0 10.0ft—36 in —36 in 30in 32 in 32 in 30in O �m= � o H 12.0 ft 23n 24in _ v _ 30 i n 24in "'„ E" 8.0ft 36in 36in 32in 32in 32 in NJNx �g0 0 r 14.0ft 10.0ft 36 in 32in 30in 32in 32 in 28 in r`i�o � w # � 12.0 ft 24 in 24 in 24 in ' `'i; �� 8.0 ft 36 in 36 in 36 in 32in a 32in 32in Zny 24in m o 'p 16.0ft 10.0ft -36 in-32 in-28 in-32 in 28 in (a 12.0ft -28 in-24 in r-24 'in 20in wC LO E 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in F- m a 18.Oft 10.0ft 32 in 30in 24in 28in 28in 24in N CAw CO LL 12.0 ft 24 m 24 in — o 8.0 ft 32 in 32 in 32 in 28 in 28 in 28 in 20.0ft 10.0ft-28 In-28 In 24in 24 in 24 in 24in z 12.0 ft 24 in �—W 18 in 0. 1 m o n m o ._ o `\' 8.0 it 36 in 36 in 36 in 32 in 32 in 32 in jgJ u' 20.0 ft 10.0 ft 36 in 36 in 30 in 32 in 32 in 28 in ZI N N 12.0 ft 30 in 24 in 28 in 24 in 18 in W o N 8.0 ft 36 in- 36 in 36 in 32 in—32 in 32 in j � o 22.Oft TO-Oft—36'in—32 in—28 in 32 in 32 in 28 in (n 12.0ft 30in 24in Q o +� 28 in 24 in 18 in OF U, U 8.0ft 36 in 36 in 36 in 32 in 32 in 32 in �� T 3 24.0ft 10.0ft 36in 32 in 28 in 32 in 32 in 28 in � 12.0ft 28'in-24 in -28 -24 in-18 in � 8.0 ft 36in 36 in 36 in 32 in --32 in 32 in z b 26.0 ft 10.0 ft 36 in 32 in 28 in 32 in 32 in 28 in 12.0 ft 28 in 24 in 28 in 24 in 18 in Qi a LL 8.0 ft 36 in 35 in 36 in 32 in 32 in 32 in x 28.0 ft 10.0 ft 36 in 32 in 24 in 32 in 32 in 28 in w a L 12.0 ft 28in 28 in 24 in, 18 in w -� 8.0 ft 36 in 36 in 36 in 32 in 32 inj 32 in z 30.0 ft 10.0 ft-36 In 32 in 24 in 32 in 32 i�n2 12.O ft28 in 28 in 24i 0 ,Note: JEnclosed structure relies on the endwalls being sheathed and acting z ias shearwalls for lateral resistance parallel to the frame. F W m PEAK BRACE U)Eo 2 1/4x2x14 ga CHANNEL 1 � y v z TOP MEMBER 5 i 2 I/42 I/412 ga. 12 Z w 0> o W� z � d — ceZQ n W o Z � �B= 0 Q3 � 3 v� � o c� -c� M } �i_ � o �m SIDE POST BRACE 4 V) o 0 GALVANIZED SEE TABLE 3 0 2 1/4"x2 1/4"xl2 ga MANDREL BEND 1 N�Qp � w # SPACE PER TYP. EA. SIDE 3-A o TABLE 2A a KNEE BRACE I 'Z o TYP. EA. SIDE ul a BASE RAIL w N 12 ga. CONT. IN.c\jMATCH POST SIZEa FIN. GRADE OR (FY 50 KSI) TOP OF CONC. o o N I 7 WIDTH Z � J Da; A TABLE 3NC � LOSED SLDG 20 � 01- WIDTH LENGTHu1- W ' 0. w BUILDING BRAGS TYPICAL BUILDING SECTION 12 41_011 NTS 12 6'-0" (SMALL FRAME) z 10'-0" 20 12'-0" W V z H i z . as 2 1/4"x2 1/4"xI2 go ROOF 12 FRAME MEMBER 15 5u W I FIELD BOLTED z _ (4) 1/4"Ox1" HWH >>- o Z o �y 1 EA, FACE i-- — s 12" I ROOF FRAME 0 a w�>- � o W 12" a0 S (n w z a = Z 5n3� o FIELD BOLTED a E-- _'E5: M N 2 1/4"x2"x14 go _ tq O m= rn BRACE �q I EA, FACE POST in cn o Q LENGTH-36" # 21x2"x14 go STUB cn:x o :1 w Z s (LENCTHm12") of�- U<� N Q s HSS 2 1/4"x2 1/4"xI2 go POST w o- U LO N BUILDING NI1D H S 20 ��" 3 a Lp SON/POSTGON N ECG' I ON , " (SMALL FRAME) 3-A o 0 o N Ln �2 2 1/4"x2 i/4"xI2 ga ROOF 0gg N 1 -13 FRAME MEMBER \ �2 1/4"x2"x14 go CONT. 1� W i o Zi z - _ CHANNEL FASCIA Q R G z s 12" STUB TO ROOF FRAME W ° 121 = 2"x2"x14ga STUB (LENGTH-1211) 2 1/4"x2"x14 go WELDED TO ROOF FRAME z p BRACE FIELD BOLTED LENGTH-36" 3 (4) 1/4"00' HWH 5 I EA, FACE x 2 1/4"x2 1/4"xI2 go POST w � w A— FRAME OPTION — BDLG N I DTP S 20 FT V BOW POST CONNECTION 3/4"=I'-0" 2 z (SMALL FRAME) 3-A w io WELD ALL AROUND AT M/C BENT/TOP 2 1/4"x2 1/4"xl2ga Z MEMBER INTERSECTION - STITCH WELD KING P05T vi TOP MEMBER ,,,c9>- o 2 1/4"x2 1/4"x12 ga, 3r` 12 0 3�t LO o — � WSl7� !- J2M �3 �1�0 Q3AQ �m= � a BRACE I 3 N a V) o a SIDE POST SEE TABLE GALVANIZED BOTTOM MEMBER 2 1/4"x2 1/4"xl2 ga. 2 1/4"x2, 1/4"x12 ga. 4-A �- o SPACE PER MANDREL BEND z Q�` N m W CD Q TABLE 2A TYP, EA, SIDE o'n PEAK BRACE ® KNEE BRACE 0 TYP, EA,. SIDE co w ,N,, N a BASE RAIL - I 3 N 12 go, CONT. L J v o MATCH POST SIZE FIN. GRADE OR ' (FY = 50 KSI) TOP OF CONC. w' o 0 0 N J M N W 1 DTH J' w g� a 1 � W 0. z TABLE 4.1 ENCLOSED BLDG . N I DTI > 20 co BUILDING BRACE TYPICAL BUILDING SECTION W I DTH LENGTH z 0 22 10'-0" NTS (LARGE FRAME) 24 12'-0" v� 0 26 14'-0" x 0 28 co N z H 'y z w 12 � --13 611 201 ga. CORRUgaTED GALV OR PAINTED STEEL - MAIN RIB HT.= m 1 1/4" (FYm80 KSI) OR EQ. ? t Z 1�_ z wO QD W a cii n 5 UJ N Q� ZQ v� 2 Z � 25 d o ROOF BENT: (@ 76') � s� c~i_'_� M �;, p C �m= rn o GALV OR EQ. U� j 0 2 1/4"x2"x14ga m J W W 0:I W O BRACE 3 � LENGTI-I=36" 0 o xgaTUB ~~oviawa (LENGTH-12") un BUILDING NIDTH > 20 FT 00 N ►a"� N N 3/4"=1'—0" 1 3 0 Lp 4-A CD 0 O N MM LO W N NIPPLE TO „ 3 3/16 BONpRAFTER ;Fp- Lu Ii 2 1/4 x2 1/4„x12ga ROOFNEL ui FRAME MEMBER 2 1/4"x2 1/4"x 12 go Z z (6" LONG) 5 DO 12" � bu u 12" • U 2 1/4"x2"x14ga z DO BRACE 2"x2"x14ga STUB a LENGTH-36" (12" LONG) 3 a o s 2 1/42 I/4"x12ga POST w A — FRAME OPTION — BLDG . z V z N I DTI > 20 FT. BON/ POST CONN . 2 4-A W m .z u) Nco usz o z � a, Vn 5 W Z UJp0_d o 1/4"�xl" NWN 3/8" W ~ � � -i= 0 O SCREW EA. SIDE W p 0 m= o 2 1/4"x2 1/4"x12ga. MIN. _ N�V) � co Z bra—1 mE N�oW W Z o z <oN 2 I/4"x2"xl go. w O- cn CHANNEL a N w N � 3 � N -7 O BRACE CONNECTION Z m 0 o 0 ui J 'Ay��i z / M W -gkg b l W 1/4"(Pxl" NWN a 1i N z p SCREW EA. SIDE 2 I/4 x2 1/4 xl2ga. 2 1/4"X2"X14ga. �1�'�• D ° 2 1/4"x2"xl4gvi a, CHANNEL t'` a CHANNEL 1/4"(PA" NWN w J SCREW EA. SIDE 2 1/4"x2 1/4"xl2ga. �v i BRACE CONNECTION 2 BRACE coN N z ECT I ON 3 1 1/2"ml'-O" x 5 FA ROOF PANELS __/CC)NT. EDGE TRIM 2 1/2"x2 1/2" 2q ga, ca ANGLE ATTACH F- w Z W/ TEKS SCREWS I- Oc3o W/ NEOPRENE/STEEL m v z WASHER EVERY Z vi � 2 RIBS AS NEEDED � N W o>- o PER SHEET MFR.'S d I- Z g=o 0 RECOMMENDATION W Z v s o ^ No ROOF BENT w0 y Q <-50 0 ROOF PANELS EDGE DETAIL � L 1 o N M Q Z I-oil 6 v00 u') U) CONT, EDGE TRIM- ►- < co 2 1/2"x2 1/2" 29 ga. N Q W N 1 1/2"xlb ga ANGLE ATTACH 3 FURRING CHANNEL W/ TEKS SCREWS o ROOF BENT W/ NEOPRENE/STEEL z WASHER EVERY o 0 2 RIBS AS NEEDED N PER SHEET MFR,'5 N RECOMMENDATION " Wp I� � I�F�AIL— —OPT I ON 2 1 1/2" 18 ga FURRING CHANNEL co 3/4u 1 _D" FASTENED TO EA. BOW WITH Q b (2) 1/4"xi" HWH SELF DRILLING SCREW Q� w z SPACED NOT MORE THAN 3'-0" OC w CV 1111wcnn" C Co 0 N O IO CD W 0 HSS2 I/2x2 1/2 w ROOF z PANEL ATTACHMENT 3 � z 2 1/4"x2 1/4"x FIELD BOLTED DRILL 5/8"iP THROUGH 12 ga. POST (4) 1/4"xl" HWH THE BASE RAIL 4 2"x2"xl4 go. 1 EA. FACE SECURE TO ANCHOR EYE NIPPLE TO r. BASE RAI I"I/ I/2"� THROUGH BOLT 2 1/4"x2 1/4"x12 go Z Q CONT. BASE RAIL 2 1/4"x2 1/4"x12 gq. 2" WASHER /-'2" WASHER BASE RAIL CONT. ! z a TIE DOWN ENGINEERING =-3 0 TOP OF SOIL OR 40" LONG W/ 5/8" ROD v 9 M N CONCRETE SLAB MINUTEMAN PART # ce m= c NC4636 OR 7636A c~i� o COLUMN To BASE RAIL/EARTH BASE CONNECTION I ANCHORAGECC 0 o NITS7 2 cn M Q r NTS 7 w 0 `n m LO WZ F- Q N w � N 0 W n Z a Q = Z z 2 1/4"x2 1/4"xI2 ga. u; Z 7 mo u INSTALL I/2"x8" CONT, BASE RAIL ; o _j EXPANSION ANCHOR 4" THROUGH BASE RAIL w o WITHIN (o" OF EA. BOW w �� Q 0 Z p Z � W ll _ v U z 0 0„ MONOLITHIC CONC. FTG. D (2500 PSI MIN.) REINFORCED W/ (2) #5 CONT, a CONRETE/BASE RAIL W W ANCHORAGE 3 z 011 z w G:\JOBS-2006\060428\0428-ENCLOSED.DWG, 2/5/2007 7:54:27 AM, STATION #5 • D Z � r � m 3 CD D m c:c � .0= -4 my r� rnz0 F z Z Mr 02 O V V) nz M� mm 01 3� N Dz N m n� �Q = b mm r cu D z �i3 • n m m m CA D z Xz (P 7K m N rn c0Dm (p D r-- n p T X m p -�I z I ' c N 'THESE PLANS MUST BE -u m ;Z:: ON THE JOB SITE o n D X FOR INSPECTION - 0QN$ULTINj3 ENCLOSED STRUCTURE STRURTU"L WEST COAST METAL BUILDINGS, INC. ENGINEERS 5073 DALLAS HIGHWAY 1045 E N G I N E E R S• I N C. FH: �I&Sr. S-L SALEM, OR 973040,«n w s FAx - 9 JOB No: 060428 11 MER DATE: 02-05-07 DWG. 8 exTS 2 I/4"x2 I/4"x12 ga VERT, MEMBER AT WELD ALL AROUND AT M/C BENT/TOP ' MAX. SPACING � MEMBER INTERSETION - STITCH WELD C FOR PANEL Z o SUPPORT-CUT TO FIT TOP MEMBER vi 2 1/4"x2 1/4"x12 go, 12 �. Z —� �030 0 4A BR CE fn �m= c o < 3 SIDE POST 3 N a o GALVANIZED I � 2 1/4"x2 1/4"x 12 go o:x o w az (FY m 50 KSI) ' zQ^ � m W I ~ W ov LO N W ° .ANGLE BRACKET W � Q (2) 1/4"xl" SCREWS PER MEMBER-TYP. i d z m o jn n 1 \4 � BASE RAIL Q g 7 X�W �w J F- W WIDTH a'D o A Al J BUILDING WIDTH > 20 FT W. FULLY ENCLOSED MODEL - AND WALL NTS z (LARGE FRAME) a > w z z JAMB BESIDE OVERHEAD DOORS �— 2 1/4" x 2 1/4" x 12go. w w/ 2"x2"xl4ga. CLIP INSIDE m o F- w Z Q it 11 N H CJ � 3 m V Z o K 3 12 Z BK w > o wZ0 t-nJ= o 0 r3K BK � o u. ��2 o _ wm= rn 4 Q� 0 o # 11 2 1/4"x2 1/4"xl2 go, N Q w 2 1/4"x2 1/4" DIAL. BRACE TYP. ON o o x12 go. FRAME X FULLY ENCLOSED C)i 4^ N Q 12 ga. PL. EA, SIDE AROUND Q MODELS AND @ E.S. ,Z o 0 (2) TEKS OPENING AT OPENINGS u`n FASTENERS _ r- 00 Q PER MEMBER TYP. "' N @ EA. JOINT ANCHOR TYP. N INDICATED 2 1 1 EA. SIDE o o i t 6" 1 2 3 z (L 11 11 m 6u 6u o MAX MAX MAX N BRACE WIDT OPENINGS CAN BE MAX � � ORA PER PLACED ANYWHERE RA PER IDT F'' W ,�q_ o TABLE 10A IN THIS SECTION TABLE lOA -i E' U1 o Lu In WH IDT z w FU LLY ENCLOSED MODELS - END WALLS W/ OPEN I N U NTS z > J a > W J � z z o� `TABLE 10A ;Building Lengths Table 1pg I Bracing Q) 3 ,O L O t CO = N C L O (D - Q) = .� m I mo J •--� C O 7 t j L L O `n E E E -(U m cn a) o) o) m c � � E c) 0 o � o � O U 3 Ln C tD M O O O a) O a)p O R X U U v--• U CO O . O O (`II N O 100E 9.0ft re z 12.0 ft p p � ZZ �p3t a 12.0 ft 100C/110B 12.0 ft 24.0 ft K �"-' 9.0ft a.0ft p D K W tip O usLD ^ o 110C 15.Oft B.Oft p D K W p �m= rn 100E 12.0 ft 12.0 ft p p o a 14.0 ft 100C/110B 12.0 ft 28.0 ft w K 10.OR 8.0ft p p K p�J 1107 15.0ft 8.Oft D K Uj N�aM w 100B 12.0 ft D o z 12.0 ft p D K 1&0ft 100C/1108 12.0 ft 32.Oft ZQ� N a 10.Oft 10.0ft p p K 110C 15.0ft 8.0ft p D K wVLO 100B 12.0 ft 25.0 ft D D K ~ 00 Q 18,0 ft 10OC/110B 15.0 ft 36.0 ft N 21.Oft 10,Oft D DR K w °; 110C 18.0 ft 17.0 ft DR DR , 3 `�° 100B 15.0 ft K o �? 25.0 ft p D K r� 20,0 ft 100C/110B 15.0 ft 40.0 ft 20.0 ft 12.0 It D DR z 0 110C 18.0ft 17.Oft K m DR DR K o N 1009 15.0 ft __.. 24.0 ft K K u' 22.0 ft 10OC/110B 18.0 ft 44.0 It _ K '� (\, _ 20.0 ft 14.0 ft K K K ,� 110C 21.0 ft _ 17.0 ft K K KR F'�W �tq� 100 3 E 15.0ft - 24.0 ft KP �g K K w 24.0 ft 100C/110B 18.0 ft 48.0 tt 20.0 ft 16.0 ft K K K ZRQ - 0 110C 24.0 ft 16.0 ft w 26.0 ft 100B 18.0 ft 23.0 ft K KR KR 00 W 4 100C/110B 21.Oft 52.0ft 19.0ft 16.0 ft K K K 110C 24.0 ft 16.0 ft K KR KR U IOOB 18.0 ft -- z 23.0 ft K K K 28.0 ft 100C/110B 24.0 ft 56.0 ft 19.0 ft 18.0 ft K K � 110C 27.0 ft - f< C � 16.0 ft KR KR KR x �? 100B 21.0 ft 23.0ft K K K w u 30.0 ft 100C/11013 27.0 ft 60.0 ft 4! 19.O ft 20.0 ft K KR KR w 110C 33.0 ft 16.0 ft KR KR KR z _....__ o En m building length is minimum length of Keys D diagonal bracing - walls without o enings or braces �«K__..._.K-gonalbraci - __ R _...._...____.__g___.___.....__..........____._.....__..� z j bracing reinforced with 2x2x14ga inserted into brace w 6"x8"x12 go. PL- EA. SIDE SIDE POST W/ (2) TEKS GALVANIZED FASTENERS PER TOP MEMBER (8) 1/4"0xl" NWN 2 1/4"x2 1/4"x12 ga. z � o MEMBER, TYP. 2 1/2"x2 1/2"x12 go, TO VERT. 4 — EA. SIDE vi au 2 1/4"x2 1/4"A2 a. z a (6) 1/4"0xi" NWN TO ao g —3 .� „ „ W Z DIAL. BRACE TYP. F 4= o (4) 1/4 0xl DIAGONAL 3 EA. SIDE ? � O �,_� M NWN TO ROOF — to") o i�'� i- �m= MEMBER N 0 uVu (6) 1/4"Ox1" NWN TO N Q N a 4 2 PER SIDE 2 1/4"x2 1/4"x12 ga. Q DIAGONAL TYP W (4) 1/4"0xi" DIAL. BRACE TYP. = z 3 EA. FACE N o W z NWN TO VERT. w Z 6"x8"xf 2 ga. PL, -i 2 PER SIDE OOs. EA. SIDE Z Q o N m c tl W O U u') BRACE CONN @ ROOF I BRACE CONN FRAN 2co LO it 6"x8"xl2 ga. PL. _ o EA. SIDE 6"x8"x12 ga. PL. o N W/ (2) TEKS EA. SIDE �' FASTENERS PER (4) 1/4"4xl" NWN TO W/ (2) TEKS N FASTENERS PER SIDE POST MEMBER, TYP. BASE RAIL TYP MEMBER TYP. GALVANIZED W 3 2 EA. FACE .j � Al 2 1/4"x2 i/4"xl2 go. �a 3 (4) I/4"�xl" 2 1/4"x2 1/4"x12 ga. (6) 1/4"�x1" NWN Q qz - o NWN TO VERT. „ " w - a 2 PER SIDE BASE RAIL TO DIAGONAL TYP (4) 1/4 (Px1 0 Z 3 EA. FACE NWN TO VERT. aOD W 2 PER SIDE co N U z co � 2 1/4"x2 1/4"xl2 ga. (4) 1/4"OXI" NWN TO O 6u HOLDOWN REQ'D. BASE RAIL 6u BASE RAIL TYP a 2 EA. FACE 1 w NOLDOWN REQ'D. w N z BRACE CONN FLOOR 3 BRACE CONN FLOOR 4 3/4"�1'-o" II w 1 1 1 12 12 , \ m i I i z ° IL i I I I = fie ?3 t to jr 9 I W 0 u- m=a o w / ego a J �ALL MATERIALS IN 0t�. w o i_Ou 25 sf SL 2'-0" TRUSS 2 1/4"x2 1/4"X12 ga F 2 8 (50 psf SL) 1'-4" EXCEPT NIPPLES 2"x2"x14 ga 00 in 4'_0u c,u') N co TRUSS DES I CAN Q W r 0 3'-0"c-c 25 psf SL = 50 psf SL g N `" 2x2x12ga, ANGLE 2x2x14ga � N W/ 1/4 x 1 TEKS NIPPLE jF�„ t N - EACH LEG NIPPLE o m - TO TRUSS Q Z i z `9 CHORD t�ar W low N Lj o z � N ., o vi clq r,,� (3) 3/8"(P M. BOLTS w o EA, END, FIELD 04 N m LOCATE * DRILL z TRUSS FRAME CONNECTIONS 3/4"=1'-011 z 12 w 12 12 ALL MATERIALS — TRUSS 2 1/4x2 1/4xl2ga 1 EXCEPT NIPPLES 2x2xl4ga " I W NCO ipu 1 N0W �>- o I 1 AWN o3- 2Q o � M N Z m=C) C z 3'-0" 25 sf SO �� �� �'�-' � o I —6 1 —6 3i_0" cn M a c 2'-8 (50 psf SL) QO^o"' m 2 8 °N-O" v TRUSS DESIGN N t coW 3/4" 1 1 z 0 12 12 0 LD N � � 1rlx o I J H Lu LL) U 1 OR Q- Zi z l i U� W co N U CD co 4'-0" 25 sf SL 3'-Qf 3/4" 1_`� „ �- II z (D 2'-8" (50 psf SL) 4 3 3/4 O 0 0 15'-7 1/2" x 10 W 0 o W ALL MATERIALS IN TRUSS m 2 1/4"x2 1/4"xi2 ga. TRUSS DESIGN EXCEPT NIPPLES 2"x2"xl4 ga. 1/2 -0" z w T WEST COAST METAL BUILDINGS, INC. 5073 Salem Dallas Hwy W Salem OR 97304 Phone(503)566.7788 Fax((503)566.8833 Toil Free(866)404.7788 westcoastmetalb uildingsine.com Re: Drawings Customer; Enclosed please find your drawings for the "Certified" building you purchased from WCMB. If you have any questions in reference to the drawings please feel free to contact us at the above address or phone number. We prefer the customer to correspond with our office rather than to our engineer. If you must contact the Engineer directly,there will be a charged assessed to you, as our engineer charges for all phone calls and correspondence with the customer. Thank you, Ramon Angeles i T 1045 13t'Street SE Salem, Oregon 97302 CONSULr'NG STRUCTURkL (503) 399-1399 �c> xs FAX (503) 399-8259 "A'GF@qwest.net Engineering Specificati For onS West Coast Metal Buildings Cl=-n gs t West Coast Metal Buildings g 5073 Dallas Highway W Salem, Oregon Code: 2003 International Building Code 5--�� Enclosed engineering specifications are the summary performed on what was determined to be the West Coast Metal Buildings. of calculations 9 The structures were analyzed rd structures re s Provided by Building Types - o as follows; Building Frames _pen and enclosed. Building HeightsStandard and A-Frame -up to 8 feet, 8 to 10 feet, and 10 Building Widths to 12 feet Light frames -�2' 14, 16, 18, and 20 feet Heavy frames Snow Loads - 20' 22' 24, 26 28, and 30 feet Minimum roofs ow sf �Oad 2psf ground snow load Wind Loads - 5 psf Wind speeds - 100 and 110 Exposure - B and C mph (3 second gusts) Seismic Loads (assumed a conservative Ss and S1 to verify does not control. Ss =1.500 that seismic Building Cate go S' = 0.600 Site Class = ry = I (assumed) Seismic Use Group = I Seismic Design Category = D Sos = 1.000 So, = 0.600 Lirpitations: Enclosed engineering have a Letter of specifications 9 the d do not cover structures that d assu Review from BMGP rnptions for the specific a 9 seers as meeting ° not pplication. _ esign File No. 0604_ 2-_Sheet No.Made ay MSG Client 7---Date 01/25/07 west Coast Metal Buildin s Project En ineerin S ecii _ ions CLIENT; _SHEET INDEX WEST COAST METAL BUILDINGS INC. Q Z W 5073 DALLAS HIGHWAY DWG. I - COVER 3 w SALEM, OR `i7304 DWG. 1.1 - DESIGN NOTES _wLu CODE INFORMATION DWG. 2 - SIDE ELEVATION TABLE I w z DWG. 2A- TABLE 2A ALLOWABLE _ TYPE OF CONSTRUCTION: VB COLUMN SPACING w -Z w o OCCUPANCY GROUP= U- UTILITY STRUCTURE DWG. 3 - TYPICAL BLDG SECTION p a ?z 3 I ALLOWABLE AREA: 3000 SF WIDTH S 20' _ u) OCCUPANCY LOAD: 1 PER 200SF DWG. 3A- BOW/ POST DETAILS w ~ 00 D ^ o DWG. 4 - TYPICAL BLDG SECTION O U La 0°_ °' DESIGN CRITERI WIDTH > 20 4cn DWG. AA- BOW/ POST DETAILS u Z Q o L5- o 0 PREVAILING CODE: 2003 IBC DWG• 5 - BRACE CONNECTION n z Q a `''�a : BUILDING CATEGORY: 1 DETAILS I- Q oI N M 4 IMPORTANCE FACTOR, DWG. 6 - EAVE/ROOF DETAILS 0O N Z a cn WIND .87 DWG• 7 - ANCHORAGE DETAILS O w o SIESMIC = I.0 DWG. 8 - TYPICAL ENCLOSED SNOW 80 - STRUCTURE ENDWALL S 20' Z u 3 3 w rt GROUND SNOW: 25 PSF or 50 PSF DWG' � TYPICAL ENCLOSED p III Q 3 ROOF DEAD LOAD, 2 PSF STRUCTURE ENDWALL ROOF LIVE LOAD: 20 PSF 20 1- 4 u-ZWIND DESIGN SPEED, 100 MPH or 110 MPH DWG. 10 - TYPICAL ENCLOSED U Z .< W D STRUCTURE ENWALL 0 N (3 SECOND GUST) W/ OPENINGS WIND EXPOSURE CATEGORY: B or C DWG. 10A- TABLE 10 Q Q Z (0 a "A ALLOWABLE 44 BUILDING LENGTHS DWG. 11 - BRACE DETAILS z >w _j DWG. 12 - SIDEWALL HEADERS 3 U U Q ma q DWG. 12A- SIDEWALL HEADERS Q 3 z Ql� UO U(Q w 00 C) S ,tg U T URA z 0 ��. o� wAs�,I�c ��p PROfFff ckz a 0 w o W V' 38212 OREGON y SrcxvAl / to yFw s , Goa EXPIRES: 01-27 09 XPIRES: JUNE 30 200 w F NOTES CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE, OSHA, AISC, AWS r DI.I AWS D1.3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. z o 2. SHELTER BASE CONNECTIONS SHALL BE PROVIDED AS vi SHOWN ON SHEET 7 AND SHALL BE ADJUSTED ON THE BASIS OF MANUFACTURER'S REQUIREMENT FOR ACTUAL 0 3 0 SOIL TYPE. 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME wm= � MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR c i-J cn Ck� EXCEEDING ORIGINIAL. W W S 0 4 4. ALL STEEL TUBES, CHANNELS, AND PLATES SHALL BE N o W GALVANIZED WITH A MINIMUM YIELD STRESS 50 KSI. 0 u 0 5. ALL ROOF AND WALL SHEETING SHALL BE GALVANIZED z Q^ cn m OR PAINTED WITH A MINIMUM YIELD STRESS 80 KSI MEETING THE REQUIREMENTS OF ICC-ES EVALUATION w o o REPORT ER-5404P. F- 00 N N (o. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. w 'r a � o 0 7. ALL FIELD CONNECTIONS OF TUBES, CHANNELS, AND `O 0 PLATES SHALL BE 1/4"(P HWH x 1" SCREWS. 8. ALL FIELD CONNECTION OF ROOF AND WALL SHEETING x SHALL BE #12 HWH x 1" SCREWS WITH NEOPRENE/STEEL o WASHERS. ATTACH SCREWS @ (o" OC ALL SUPPORTS. ll� �Lu o '� o U ♦, W " n. W 0 N U O / N O 00 Zz 10 a. O O � cn O o w N z cn 0 Fr z w 24 go. CORRUgaTED STEEL GALV OR PAINTED MAIN RIB HT. = 1 1/4" SIDING NOT SHOWN ON SIDES OF STRUCTURE FOR CLARITY. (3o 6" vi TYP. w ? o to �n3o 0 N 7 6" ANCHOR °_°_ a) o TYP. EVERY N a o OTHER BAY 0w:Q � C) V) ;c 1" V) n A A \ A A '?0LO r- co � Q LENGT N H 1S AS PER CUSTOMER ORDER 3 o a SIDE ELEVATION REFER TO TABLE 2A z 0 NTS FOR MAXIMUM SPACING ° N OF COLUMNS N W o ICI = g Q etZ Z O�- W 0 N U z QJ H N O U1 10 a 0 o P7 0 N z 03 O " i z !TABLE 2A jAllowable spacing of posts Allowable spacing a 25 psf Ground Snow Load 50 psf ground Snow Load I N m Recommended Spacing. Recommended Spacing Z o o o _ s CoiL 10OC/ 100C/ R 10013 110B 110C 100E 110C w(D>- 110E W Z Q I 5 =0 0 0 8.0 ft 36 in 36 in-36 in 32 in 32 in 32 in M I 0 12.0ft 10.0ft-36 in -36 in 30in-32 In 32 in 30in 0m= � o 12.0 ft 30 in 24 in . d :z u 30 in 24 In` �� ;, N 8.0ft 36in 36in 36 in 32 in 32in 32 in � O o 14.0ft 10.0 ft 36in 32in 30inE]24 2in 32 in 28 in o -r 12.Oft 28 in-24 in wma : ' in 24 in ' Nf' N o w w �' 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in -j o 16.Oft 10.0ft 36 in 32in 28in 32in 28in-24 in Zoom m (a 12.0 ft 28 in 24 m 24 in 20 in w a) 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in �- m Q 18.0 ft 10.0 ft 32 m 30 m 24 In 28 m 28 In 24 in w N LL 12.0 ft 24 In 1t� � 24 In ?.t`rz CO ,o _ o 8.0 ft 32 in 32 in 32 in 28 in 28 in 28 in E 20.0 It 10.0 ft 28 in 28 in 24 in 24 in 24 in 24 in 6 12.0ft 24 in 181 z o `li 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in -1 U') 20.0 It 10.0 ft 36 in 36 in 30 in 32 in 32 in 28 in 12.0ft 30in 24 in 28 in 24 in 18in W o N 8.0 ft 36 Tin 36 in 36in 32 in 32 in 32 in -�HWt; 22.0 ft 10.0 ft 36 in 32 in 28 in 32 in 32 in 28 in �� 0 0 t 12.0ft 30in 24in `' o � .,„�;s;� 28 in 24 in 18 in �� Z` 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in C�� W ' � � 3 24.0 ft 10.0 ft-36 in 32 in 28 in 32 in 32 in 28 in 12.0 ft 28 in 24 In 7O 28 in 24 in 18 in u 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in z DO 26.0 ft 10.0 ft 36 in 32 in 28 in 32 in 32 in 28 in 4 12.0ft 28in-24 in -28 In 24 in 18in a U- 8.0 ft 36 in 35in 36 in 32 in 32 in 32 in x 28.0 ft 10.0 ft 36 in 32 in 24 in 32 in 32 in 28 in w D L 12.0ft 28inkjf 28in 24in 18in w -r 8.0 ft 36 in 36 in 36 in 32 in 32 in 32 in z 30.0 ft 10.0 ft 36 in 32 in 24 in 32 in 32 in 28 in 12.0ft 28 q 28in 24in IS 0 Note: IlEnclosed structure relies on the endwalls being sheathed and acting z ias shearwalis for lateral resistance parallel to the frame. w M PEAK BRACE Z o 2 1/4x2x14 ga CHANNEL i _ TOP MEMBER s n 2 1/4x2 1/4xi2 ga. 3112 12 N Z w Z W Q o _ - 3 1� \\ �o=0 0 V-2M 0 1 j3 � 3 �m= 0 \ ro SIDE POST BRACE / N 4 S o 0 GALVANIZED SEE TABLE 3 0 2 1/4"X2 1/4"X12 ga MANDREL BEND w # SPACE PER TYP. EA. SIDE 3-A o h- 0 TABLE 2A Z Q� N a KNEE BRACE I ``' to TYP. EA. SIDE w �- : BASE RAIL I w N _ 12 ga. CONT. 3 W MATCH POST SIZE 0 FIN. GRADE OR (FY 50 KSI) TOP OF CONC. IM z 0 0 XXi 1 WIDTH QD 3cl ; ui TABLE 3 Q Z ENCLOSED BLDG . 20 FTC W ' 0. li BUILDING BRACE TYPICAL BUILDING SECTION n N I DTH LENGTH 12 4'-0" NTS (SMALL FRAME) z 14 6'-011 H V 16 8'-0" 18 10'-011 a 20 12'-011 w D w z H 7 Y zz 2 1/4"x2 1/4"x 12 go ROOF 12 FRAME MEMBER M \` I FIELD BOLTED _ (4) 1/4"NI" HWN Z o 5 'I N 1 EA. FACE ROOF FRAME 12 co W 0 12" wo3et FIELD BOLTED c~i='0 M a 2 1/4"x2"x14 go _ (4) 1/4"(Pxl" HWH �m= rn � BRACE I EA. FACE POST N a N w LENGTH636" 2"x2"x14 go STU13 Vim o : W (LENGTP-12") o►- aZ 3 VQ� V 5 HSS 2 1/4"x2 1/4"x12 go POST w o o a co BUILDING NID-1H S 20 FT - 3 N � BON/POSTGON N ECT I ON 1 0 0 (SMALL FRAME) 3—A o N 2 1/4"X2 1/4"xI2 go ROOF lail ss 1 il3 FRAME MEMBER Wq 2 1/4"x2"x14 go CONT. CST Z s CHANNEL FASCIA z 2 u = `9 Q� WIfg 5 12 o a STUB TO ROOF FRAME b 12"_ -2"x2"x14go STUB (LENGTH=1211) d 2 1/4"x2"x14 go WELDED TO ROOF FRAME z ° BRACE FIELD BOLTED D LENGTH636" 3 (4) 1/4"(PA" HWH 5 1 EA. FACE x 2 1/4"x2 1/4"x2 go POST 1 w o D w A — FRAME OPTION — BDLG NIDTP S 20 FT z BOW POST CONNECTION (SMALL FRAME) 3-A it U � o WELD ALL AROUND AT M/C BENT/TOP 2 1/4"x2 1/4"x12ga z MEMBER INTERSECTION - STITCH WELD KING POST cn TOP MEMBER 2 1/4"x2 1/4"xl2 ga. 3 f12 12 =o 0 BRACE o 0 SIDE POST SEE TABLE 4 / o r_j GALVANIZED BOTTOM MEMBER i N ' 2 1/4"x2 I/4"x12 ga. 2 1/4"x2 1/4"x12 ga. 4-A i o SPACE PER MANDREL BEND WIr- o o N a TABLE 2A TYP, EA. SIDE � v to PEAK BRACE KNEE BRACE co TYP. EA, SIDE iii Q BASE RAIL I 3 Q N 12 ga, CONT, MATCH POST SIZE FIN. GRADE OR ' z (FY = 50 KSI) TOP OF CONC. g 0 43-J 1 ZIM N WIDTH J�., W 0 5Zft O I ,, f I � W0. W TABLE 4.1 ENCLOSED BL� N G . I DTI > 20I 4i co BUILDING BRACE TYPICAL BUILDING SECTION � W 1 DTH LENGTH z 22 10'-0" NTS (LARGE FRAME) � vi 24 12'-0" a 0 26 14'—0" w 0 28 0 30 18'-O" z N o [h z w 12 —,3 5n 2R ga. CORRUgaTED GALV OR a PAINTED STEEL - MAIN RIB HT.= 1 1/4" (FY=80 KSI) OR EQ. o Z co 5 M Z Q �ca o ROOF BENT: (@ 76') 052 2 M GALV OR EQ. m= rn 2 i/4"x2"x14ga w o 0 BRACE 3 LENGTH=36" 5 N a W 0 2"x2"x14ga STUB U v~i M 4 (LENGTH=12") z a o `" BUILDING N I DTH > 20 FT . W�� 00 " SON/ POST CONNECTION EC-T" I ON W Q 1 3 0 �! 3/4"=1'-0" o 4-A o � z r� m 0 0 0 N Lo Clio NIPPLE TO �- 3/16 BONDENRAFTER ' w IAA 2 1/4"x2 1/4"x129a ROOF Aq C Z A 022 FRAME MEMBER 2 1/4"x2 1/4"x 12 ga Z R 0 - Z Z (6" LONG G� ) W w S 12" co " N �� • 6 ci 0 2 i/4"x2"x14ga 12 z N BRACE 2"x2"x14ga STUB .. LENGTNs36" 3 (12" LONG) x 0 5 2 1/42 1/4"x12ga POST w - FRAMAE OPTION - BLDG. z 0 7 N N I DTH > 20 FT. SON/ POST CON N . 2 0 3/4"=1'-0" z 4-A �, U � oZ N n a'ZQ o' �Cj3 'i O O I/4"Oxl"AH u_,0 M 1SCREW EA. Wmo2 1/4"x2 1/4"xl2g4O NmomW M Q ZQoy2 1/4"x2"xl WO—to CHAN Q Wco N O L O BRACE CONNECTION � 45 00 CD 1/4"�xl" HWH 2 1/4"x2 1/4"xl2ga. „ „ 4i SCREW EA. SIDE 2 I/4 x2 xl4ga. �• o CHANNEL 2 I/4"x2"xl4ga• 1/4"�xl" HWH w CHANNEL SCREW EA. SIDE 2 1/4"x2 1/4"xl2ga. w z BRACE CON N ECT i a BRACE CONNECTION 3 1 1/2"=V-0" 5 1 1/2"m l'-0" z 5 w ROOF PANELS CONT. EDGE TRIM 2 1/2"x2 1/2" 20[ ga, ANGLE ATTACH N/ TEKS SCRENS o N/ NEOPRENE/STEEL Z MASHER EVERY (n r. 2 RIBS AS NEEDED w z < o PER SHEET MFR.'S =o 0 RECOMMENDATION --0 M N mm= � o ROOF BENT N J N ir <10 0 � J 4, ROOF PANELS N 0 Cl w w EDGE DETAIL Z 1 J F- J 3 a 3/4"-1'-O" w o o N F_ b 06 CONT, EDGE TRIM- f- a 2 1/2"x2 1/2" 291' ga, uj N N 1 1/2"xIB ga ANGLE ATTACH 3 FURRING CHANNEL N/ TEKS SCREWSlf� o ' ROOF BENT N/ NEOPRENE/STEEL z o NASNER EVERY o N 2 RIBS AS NEEDED � PER SHEET MFR.'S J Q N RECOMMENDATION ZH AA EDGE DETAIL-OPTION 2 1 1/2" 18 ga FURRING CHANNEL 'v z w FASTENED TO EA. BON NITH Q Z b (2) 1/4"0' HNH SELF DRILLING SCREN OP W Z SPACED NOT MORE THAN 3'-W OC W co N U z M 00 O 'O a 0 \o W 0 O NSS2 1/2x2 I/2 W ROOF z O r PANEL ATTACHMENT 3 z 1 1/2"-1'-O" b w 2 1/4"x2 1/4"x FIELD BOLTED DRILL 5/8"� THROUGH 12 ga. POST (4) I/4"xl" NWN THE BASE RAIL � 2"x2"x14 ga. I EA. FAGS THE TO ANCHOR EYE NIPPLE I W/ 1/2"0 THROUGH BOLT 2 1/4"x2 1/4"xl2 go �; 3 BASE RAI z 4 CONT. BASE RAIL i 2 I/4"x2 1/4"xi2 ga. -� 2" WASHER �2" WASHER BASE RAIL CONT. _ w vi c� > 0;�za o TIE DOWN ENGINEERING, 3 'd �0 TOP OF SOIL OR 40" LONG W/ 5/8" ROD 0 9 0 M a CONCRETE SLAB MINUTEMAN PART # m m= m NC4636 OR 7636A v~i-j cn a: COLUMN TO BASE RAIL/EARTH! o�< I k BASE CONNECTION ANCHORAGE 2 J�- NTS Z o o V) m 7 NTS 7 w ,O < En W N Q N O � O Z t� m O N INSTALL 1/2"x8" 2 1/4"x2 1/4"xl2 ga. EXPANSION ANCHOR 4 „ CONT. BASE RAIL N THROUGH BASZjw E RAIL 3 WITHIN (o" OF EA. BOW �I- Z 0 Z o z zi 0� w r 00 6 N z 00 1,_0„ MONOLITHIC CONC. FTG. (2500 PSI MIN.) REINFORCED W/ (2) #5 CONT. x CON R ET E/BA S E RAIL w w ANCHORAGE s z 3/4"=i'-0" 7 z w 31� � Go I z 3Q rRACKET ANGLE ANGLE BRACKET ANGLE w 0 BRACKET BRACKET ANGLE n 0 BRACKET v-j� M N i �m= m o I TS 2 1/4"x2 1/4"xI2 ga. "' o 0 VERT. MEMBER AT w ANGLE BRACKET W/ MAX. 3'-0" SPACING N o w # (2) 1/4"xl" NWN I FOR PANEL E-- z o SCREWS PER � SUPPORT-GUT TO FIT z< z a MEMBER-TYP. , w 0 to N N 1 ANCHOR- TYP. BASE RAIL in 6 u g z cc WIDTH ° _N BUILDING NIDT� 0 ft . � ui FULL 2 fit ' _ Zkt _3 Y ENCLOSED MODEL END NALL 0� W ��a� z NTS (SMALL FRAME) c U N CD z co M N O 0 a 10 w o w 0 N z O i NZ w TS 2 1/4"x2 1/4"x12 ga. VERT, MEMBER AT WELD ALL AROUND AT M/C BENT/TOP MAX. SPACING FOR PAANENE L Zo MEMBER INTERSECTION - STITCH WELD SUPPORT-CUT TO FIT TOP MEMBER vi 2 I/4"x2 1/4 12 ga, 3 12 1 0 3�t WO) 2 if 4_A BR CE > 3 Q m rn SIDE POST t>a 3 N Q N ce o A GALVANIZED \ ui 2 1/4"x2 1/4"x 12 ga W X o w w z (FY 50 KSI) 0 I Zoo c/! m U) W(,Lo < W cn W N Q = ANGLE BRACKET W. (2) 1/4"xl" SCREWS PER MEMBER-TYP. � o u 7 1 BASE RAIL -�F- W WIDTH �j Q � J BUILDING WIDTH{ > 0&0 Z 20 �� . u FULLY ENCLOSED MODEL - END WALL J U z NTS t (LARGE FRAME) H a � w ) z ) H z 04 JAMB BESIDE OVERHEAD DOORS II 2 1/4" x 2 1/4" x 12ga. W/ 2"x2"x14ga. CLIP INSIDE 1 1 11 11 Z 03 BK BK w u �- o / 1 WzQ 4 Q� O o I1 2 1/4"x2 1/4"xi2 ga. Q a 2 1/4"x2 i/4" DIAL. BRACE TYP. ON o w z FULLY ENCLOSED v N M Q 12 ga. PL. EA. SIDE x12 ga. FRAME >C MODELS AND @ E.S. w o V W/ (2) TEKS AROUND AT OPENINGS In Z FASTENERS OPENING _ 00 Q PER MEMBER TYP. ANCHOR TYP. N@ EA. JOINT I 1 O 1 EA. SIDE o INDICATEDLp Z 3 0 11 it 2 3 z 6 o� (o" (o a 11 6 u 11 coMAX MAX " o' N BRACE WIDT OPENINGS CAN BE RMAX MAX 2 GO �h PER PLACED ANYWHERE ACE WIDT � W 4_ PER C; TABLE 10A IN THIS SECTION TABLE 10A �v Z cl o W I DTH z Q Q� z UAW - FULLYENCLOSED co MODELS — END WALLS N/ OPEN I NG. N N NTS o vi o x 1 W Z> Z u x 0 z w (TABLE I10A !Building Lengths Table i10B Bracing i o o o f o f o r Q D m m c o w a� LM o (D aci aci o, 0 3 ``_ 7v v o n. J J c O .L t > L M tm C I. .n O -0 O -0 O :E U L � Uo U + z E XC o Um M a) a X O- U - - U w o 12 -0o -0 r LU0Q 0 100E 9.0ft _ 12.0 ft D p K �p3`t' o 12.0 ft 100C/110B 12.0 ft 24.0ft 9.0ft 8.0ft D D K U=c=9M N 110C 15.0ft � g.pft �m� 0 o 100E 12.0 ft 12.0 ft D D K (AaNO o 14.0ft 100C/110B 12.0ft- 28.0ft 10.0ft 8.0ft D D K Ld j 110C 15.0 ft _ 8.0ft p p K V) :2 W w 100B 12.0 ft _ 12.0 It D D K -j F- QJ 160ft 100C/110B 12.0 ft 32.0ft za^ N 10.Off 10.0ft D D K UJ 110C 15.0 ft 8.0ft D p K U' 100B 12.0 ft 25.0 ft D D K v~i °0 18.0 ft 100C/110B 15.0 ft 36.0 ft `� 21.0ft 10.0ft D DR K 3 0 110C 18.0 ft (o 17.0 ft DR DR K Q 100E 15.0 ft 25.0 It D D K o 20.0 ft 100C/110B 15.0 ft 40.0 ft z _ 20.0 ft 12.0 ft D DR K m 0 110C 18.0 ft 17.0 ft DR DR K cv 100B 15.0 ft 24.0 ft K K K J u' 22.0 ft 100C/110B 18.0 ft 44.0 ft 20.0 it 14.0 ft K K K Zt� ` ' 110C 21.0 ft - �4T 17.0ft K K KR J� W � 0 100B 15.0 ft 24.0 ft K K K � 0 24.0 ft 100C/110B 18.0 ft 48.0 ft 20.0 ft 16.0 It K K KLU z� 110C 24.0 ft Z J 16.0 ft K KR KR QH _ 100E 18.0 ft _ 23.0 ft K K K (�&0 W -- a w - 26.0ft 100011013 21.0ft 52.0t 19.Oft 16.Oft K K K� - U -- 110C 24.0 ft 16.0 ft K KR KR z 100E 18.0 ft 23.0 ft K K K 00 28.0 ft 100C/1108 24.0 ft 56.0 ft 19.0 ft 18.0 ft K K O 110C 27.0 ft 16.0 ft KR KR KR a C) 100B 21.0 ft 23.0 ft K K K w 0 30.0 ft 10OC/110B 27.0 ft 60.0 ft 19.0 ft 20.0 ft K KR KRCD w 110C 33.0 ft 16.0 ft KR KR KR z Minimum building length is minimum length of _ Key: D diagonal bracing sidewalls without openings or braces K K-bracing z R bracing reinforced with w 2x2xl4ga inserted into brace (o"xb"x12 go. PL. EA. SIDE SIDE POST W/ (2) TEKS GALVANIZED FASTENERS PER TOP MEMBER (5) 1/4"(Pxl" NWN 2 I/4"x2 I/4"xl2 ga• ci 3 MEMBER, TYP. " „ z o 2 1/2 x2 I/2 x12 ga. TO VERT. 4 EA. SIDE (6) 1/4"�xl" NWN TO 2 1/4"x2 1/4"xl2 ga. w z Q , �rj3 `t o DIAGONAL 3 EA, SIDE DIAL. BRACE TYP. �,= o I NWN TO ROOF m= o MEMBER (6) 1/4"Oxl" NWN TO N a V) 0 4 2 PER SIDE 1- -2 1/4"x2 1/4"x12 ga. DIAGONAL TYP w (4) I/4"�xi" DIAL. BRACE TYP. 3 EA. FACE N a w o Z NWN TO VERT. 6"x8"xi2 go. PL. U in M -cc ; 0 2 PER SIDE EA. SIDE z o o ms m Uto BRACE CONN C� ROOF 1 BRACE CONN W co 10 3/4"=1'-o" C� FRAr1 2 3 � 11 3/4"o11-DII � � 11 tf> 6"x8"xl2 ga. PL. o EA. SIDE 6 x8 x12 ga. PL. N W/ (2) TEKS EA. SIDE FASTENERS PER (4) 1/4'40' NWN TO W/ (2) TEKS Q N FASTENERS PER SIDE POST ? � MEMBER, TYP. BASE RAIL TYP MEMBER TYP. GALVANIZED � W 0 rjAA 2 EA. FACE 2 1/4"x2 1/4"A2 go. 3q �_ (4) I/4"�x1" 2 I/4"x2 I/4"xl2 ga. (6) i/4"�xi" NWN Z R Q 0 NWN TO VERT. �� �� 2 PER SIDE BASE RAIL TO DIAGONAL TYP HWH I TO�VIERT. G~D W - a 3 EA. FACE 2 PER SIDE 00 N U z co H 2 1/4"x2 i/4"xl2 go. (4) 1/4"Oxl" NWN TO O 6„ HOLDOWN REQ'D, BASE RAIL 611 BASE RAIL TYP a 2 EA. FACE 1 w HOLDOWN REQ'D. w N z N H BRACE CONN @ FLOOR 3 BRACE CONN @ FLOOR 4 1 1 12 12 —N 1 1 N I I II Zo I - � I I za to a \ UM N m=I ago J ALL MATERIALS IN o � � W # '-0" 25 sf SL o �- �i 2'-011 TRUSS 2 1/4"x2 114"x12 ga ,— 2 8 (50 psf SL) 1'-4" EXCEPT NIPPLES 2"x2"xI4 go o a N 1�- U u) co 41-0" V) m TRUSS DES I GN � o 3'-0"c-c 25 p5f SL z 0 2 -8'c-c 50 psf SL o N Lc) J a 2x2xl2ga, ANGLE 2x2x14ga " " NIPPLE o � W/ I/4 x 1 TEKS w EACH LEG NIPPLE m TO TRUSS Z z N CHORD (�� W co N U O co N ., N \ O a o F�N, (3) 3/8"0 M. BOLTS w o EA, END, FIELD m LOCATE 4 DRILL z TRUSS FRAME CONNECTIONS , 12 w 1 12 12 ALL MATERIALS IN bra — TRUSS 2 1/42 1/412ga EXCEPT NIPPLES 2x2x14ga 1 � z # o EN h _j 0 l mz� 4 \ / ..j V)c 0 ra m<m �W � z 3'-0" 25 sf 5L i'_6�� I�_6u z 31_00 v~i►)Q ; 2'-8" 50 psf SL 00 n q„-0" c� TRUSS DESIGN 300 Ln s 1 1 z 0 12 12 0 N / \ o � TIE �FwW LLJ ......... 0 6j- -i a 0 o� �- �. w z4L i t3 w co CD co N U z 4'-0" 25 psf SL 3'-q 3/4" 3'-q 3/4" L 41_011 0 2'-5" (50 psf 5L) vi 0 15'-7 1/2" x •o w c w ALL MATERIALS IN TRUSS z 0 2 1/4"x2 I/4"x12 ga. �' TRUSS [DESIGN EXCEPT NIPPLES 2"x2"x14 ga. w