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Home My WebLink About305 W 13th St - Building 1i'~f:JRr~ A..~O~~ (J~t. "- -=..lIf ~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 3'21 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Applicat~on description Subdivision Name Property Use Property Zon~ng . Appl~cation valuation 04-00000680 Date .432400 305 W 13TH ST 06-30-00-0-3-7795-0000- RES DETACHED GARAGE 8/23/04 RS7 RESDNTL SINGLE FAMILY 14100 ft1JA leD :;2/:A?/OS Owner Contractor GALLATIN MAURICE DANIEL 305 W 13TH ST PORT ANGELES WA 983627607 BOB PIGOTT CONST. 208344 HWY 101 PORT ANGELES (360) 265-6126 576 SF DETACHED METAL GARAGE TYPE V NON-RATED GARAGES, CARPORTS, SHEDS TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS LLC WA 98363 Structure Information Construct~on Type Occupancy Type Other struct info 14.00 V-N 1. 00 2394.00 21285.00 576.00 2970.00 1. 00 Permit Add~t~onal desc Permit Fee Issue Date Exp~rat~on Date BUILDING PERMIT 576 SF DETACHED 274.75 8/23/04 2/20/05 -RESIDENTIAL GARAGE Plan Check Valuation Fee 109.90 14100 ('JJ ~ 0\ Qty Unit Charge Per 13 .00 BASE FEE 14.0000 THOU BL-2001-25K (14 PER K) Extension 92.75 182.00 t -----;~~~{~~-~~~~~-~~~-;~~~~~~--------------------------------------------- Upon acceptance of Zoning Lot Covanant, lot size is verif~ed as 14,000 sq. ft. and lot coverage is ok. When roof gutters are installed, drains w~ll located in dry wells or p~ped to approved storm drain locations. The lot size is incorrect as identified in the application. A zon~ng Lot Covenant is needed to create the build~ng site that is identified in the application with the new building area being 101' x 140' (14,000 sq.ft.) NOT 165' x 129'. The lot currently, w~thout the ZLC ~s 6937 sq. ft. w~th lot coverage of 43%. With a ZLC, setbacks will be good and lot coverage will be 21%. A Zoning Lot Covenant is required or the proJect cannot go forward. Recommend contacting Light operations to drop service wire for customer to limb or trim tree's safely. Contact Dave Ireland Electr~ca1 load ca1culat~ons and elctrical perm~ts are required. Any mod~ficat~ons to the C~ty's electrical fac~l~t~es will be at the customer's expense. --;. OJ """t- S fA ':'1 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized IS not commenced within 180 days, if construction or work is suspended or abandoned for a penod of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined thiS application and know the same to be true and correct. All provisions of laws and ordinances governing thiS type of work Will be complied With whether specified herein or not. The granting of a permit does not presume to give authonty to violate or cancel the provIsions of any state or local law regulating construction or the performance of construction. B/ZB ~ Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \PLANNING\FORMS\1102 ]5 [11/14/2003] , x;ORr~ _ $~O~~~ ~ .... -=..:. ~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number . . . . . 04-00000680 P~n number . . .432400 Page 2 Date 8/23/04 Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 274.75 274.75 .00 .00 Plan Check Total 109.90 109.90 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 389.15 389.15 .00 .00 / Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public Improvements. This permit becomes null and void if work or construction authorized IS not commenced within 180 days, If construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or If required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct All proviSions of laws and ordinances governing thiS type of work Will be complied With whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Owner (If owner is bUilder) Date Signature of Contractor or AuthOrized Agent Date T \PLANNING\FORMS\I 102 15 [11114/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDlNG INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BeFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: 7flbtw sJeJJ- 9 -IT3 -0'1 Iff JI-l FOOTINGS WALLS FOUNDA TION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN PLUMBING iDt'r n ~-~3 -(f)S"" 8P JJj.. UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER I AIR SEAL I WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING , - JK-O )..1 I A L. DR YW ALL (INTERIOR BRACED PANEL ONLY) , , ..... T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEA T PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVISion) SEPARATE PERMIT #'s WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT SEPARA TE PERMIT #'s SEPA PARKING/LlGHTING ESA LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W.I PWI CONSTRUCTION - R.W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 4 I 7-4653 FIRE DEPT PLANNING DEPT 4 17-4750 PLANNING DEPT BUILDING 417-4815 a. -~7,-O<' BUILDING T \PLANNING\FORMS\1102.15 [11/14/20031 BUILDING PERMIT - APPLICATION FOR OffICIAL USE ONLY Date Rec ~......2 -0'1 pemll1#~ ate ApplOved ! D e Issued I, I I I Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 ApplIcant or Agent: CJ L'I nz f? j e. I+LL S'~, ~L g L d9 5. .Ct.") Phone. q 28 ~ ar t., ~/7 Owner: r11 A v i71 'c ;:;. G ,4- LL It- 'n )0 Phone: ~ ~-7 ,- ~7:3 9 Address: 3(..15 Lu. I 3 'r:!:!: S>'J- City. P"i<'J .A-1U~?" L~<; ZIp: Q B :5 G., '2- Ii ' , r ArchItect/Engmeer:, SF< 4 if../V'Cj,,'\}fl: ~e.J ,N? Phone: (503) L~~B..b ~~() )\2.'1- Co!iJ~n.B q~Tt l;~1-1 Si,2.vl',i'l)"uState LIcense #: Cc.C".J' i.3E Exp: q/~/Ob Phone:5'6() ,.~'^7'.'3<.:;s ." . 13Cl a PiPCCJLC;Jfj , Address~t;e:5 'i'-/ Ihw+vl /01 CIty: 'P.1t 1<;- A-A-'ft'Lp $, l..V,4-. ZIp: 9.8;3 b 3 PROJECT ADDRESS:3o~ tu. 13 ~ S-r: POd2,,4.M;ipu:>!>, WA-. ZONING: I , LEGAL DESCRIPTION: Lot: Block: SubdIvIsIOn: Credit Card Holder Name: Billing Address: City: Credit CardType VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: o ResIdentIal 0 New Constr. 0 Re-roof 0 Stove . 5"''7 ~ SF. @ $2 J.j. ~ ISF. = $ ;4" ) tJ 0 og. o MultI-farmly 0 AddItIOn 0 Move ~ Garage SF @ $ ISF. = $ o CommerCIal 0 Remodel 0 DemohtIOn 0 Deck SF @ $ ISF. = $ o Reparr 0 SIgn 0 .Other TOTAL VALUATION $ /~//lJ{) ~ BRIEF DESCRIPTION OF THE PROJECT: ~ i/ ~ ~ '-I'" x.. B ~ (Z) (l,A- .'2, 6,4-e/J..q t=.. COMMERCIAL/RESIDENTIAL: Occupancy Group Occupant Load' ConstructlOn Type: No of Stories: i Lot SlZe./'f ~ EXlStmg Sq. Ft !lj~9? & Proposed Sq. Ft..?,7t:. = TOTAL Sq. Ft.;A, q7Gi Totai lot coverage_ 2./, 2- % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: EILE ESA/W etland( s): 0 Yes 0 No SEP A Checkhst required? 0 Yes 0 No Other BUILDING PERMIT APPLICATION SUBMITTAL: The Buildmg DIVISIOn can provIde you WIth mformatIOn on the apphcatIOn and plan subrmttal requrrements If you have questIOns VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the apphcant. Tills figure WIll be revIewed and may be revised by the BUlldrng DIVISIon to comply WIth CUlTent fee schedules Contact the Penmt Coordmator at 417-4815 for aSSIstance. PLAN CHECK FEE IF a plan check fee IS due It must be subrmtted at the trrne the building penmt apphcatlOn and constructIOn plans are subrmtted All other permIt fees are due at the trrne of penmt issuance. EXPIRATION OF PLAN REVIEW: Ifno pemut IS Issued Wlthm 180 days of the date ofapphcatIOn, the application will expire. The Bmldrng OffiCIal can extend the trnle for actIOn by the apphcant up to 180 days upon wntten request by the apphcant (see SectlOn 1074 of the Uniform Buildlllg Code, CUlTent edltlOn). No appl1cahon can be extended more than once I hereby certify that I have read and examined this application and know the same to be true and correct I am authorized to apply for thiS permit and understand that If is my responsibility to determine what permits are required, n9t the City's, and that I must obtam such permits pnor to work T\FORMS\APPS\BU11dmgpenTIlt wpd APPhCrC~f t?'~~~;O 8 / /J a./ tJ~ PREPARED 2/23/05, 12.12 34 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 2/23/05 ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER 305 W 13TH ST BOB PIGOTT CONST LLC GALLATIN MAURICE DANIEL 06-30-00-0-3-7795-0000- 04-00000680 RES DETACHED GARAGE SUBDIV PHONE PHONE (360) 265-6126 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 9/14/04 JLL 9/14/04 DA BLM 01 9/23/04 JLL 9/23/04 AP BL3 01 11/15/04 JLL 11/16/04 AP BL99 01 DRW 01 BUILDING FOOT /SLAB TIME 17 00 BOB 206-265-2126 CALL BEFORE INSPECTION no foundat1on foot1ng to 1nspect/ground has not been broke yet str1ng 11ne on ground only/]ll BUILDING FOUNDATION MONO SLAB Bob 360 265-6126 perm1t lS on propane tank on tra1ler BUILDING FRAMING Bob 360-265-6126 Call before 1nspectlon so contractor can meet yay Permlt 18 on magnet lTISlde Garage BUILDING FINAL MAURICE 457-4739 BUILDING DRYWELL MAURICE 457-4739 NOTES -------------------------------------- PREPARED 11/15/04, 13:17 00 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 7 11/15/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER' 305 W 13TH ST BOB PIGOTT CONST LLC GALLATIN MAURICE DANIEL 06-30-00-0-3-7795-0000- 04-00000680 RES DETACHED GARAGE SUBDIV: PHONE PHONE . (360) 265-6126 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 9/14/04 9/14/04 JLL DA BUILDING FOOT /SLAB TIME. 17 00 BOB 206-265-2126 CALL BEFORE INSPECTION no foundat10n foot1ng to 1nspect/ground has not been broke yet str1ng 11ne on ground onlY/Jll BUILDING FOUNDATION MONO SLAB Bob 360 265-6126 perm1t lS on propane tank on tra11er BUILDING FRAMING Bob 360-265-6126 Call before 1nspect10n so contractor can meet yoy Permlt 15 on magnet lnSlde Garage BLM 01 9/23/04 ;~i~~f~. [ ~ JLL AP BL3 01 ~ -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 9/23/04, 12 51 56 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 6 9/23/04 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 305 W 13TH ST BOB PIGOTT CONST LLC GALLATIN MAURICE DANIEL 06-30-00-0-3-7795-0000- 04-00000680 RES DETACHED GARAGE SUBDIV PHONE. (360) 265-6126 PHONE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 BUILDING FOOT /SLAB TIME 17 00 BOB 206-265-2126 CALL BEFORE INSPECTION no foundat1on foot1ng to 1nspect/ground has not been broke yet str1ng llne on ground only/)ll BLM 01 ~/23/04 ~L BUILDING FOUNDATION MONO SLAB Bob 360 265-6126 perm1t lS on propane tank on tra1ler ------------ --- -------- ------------ COMMENTS AND NOTES -------------------------------------- 9/14/04 9/14/04 JLL DA PREPARED 9/14/04, 13 11 34 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 305 W 13TH ST BOB PIGOTT CONST LLC GALLATIN MAURICE DANIEL 06-30-00-0-3-7795-0000- 04-00000680 RES DETACHED GARAGE PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFS 01 ~{~ BUILDING FOOT /SLAB TIME. 17 00 BOB 206-265-2126 CALL BEFORE INSPECTION SUBDIV PHONE PHONE (360) 265-6126 4 9/14/04 -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~ D F" O~.!- / S/4-6 ~(U,V~O WA-S 'j~J. 6lfo IL-cs ~ ~Sp Jo I- &eJ w- 3~ < ~ I < o :r \: d al ~- :L v, .. .() V) <: (I) 'OJ "'- -"-~ - ~ .3 " r'" _ H7 f-... ~-. Ql en \ill) ~ ~ ::J" .... - -iJ q ~ ~ ~~~ .~ \t~3~ ~ I: ~ln ~ :> .0 I\~ ~ tQ l+ r I " , .... .J) :;:r 1 ~a"" ~ b" d? tl' rv:> "3 j~ \ . - t{\ H ~ ~J -, ~ -:t ~ - . '- g ....... , f , I , () ~uJ " ....0 t: ~ ,t(! Q x:t ~ , "--!\ - ~- --+ ... i ,~ ~~ .. ~ 1 If ;;J 7 7 (;;Y / / I " .. ... ,.~, , .., - to- : ~..... ...... - - , """"" . .' , , ~ ".. ~ . ," '- ~ ""'-" ---- -. ;' ,- ,- : '. \.:Lc ',,~. _ ~ ~.' -~ r ;~ _ _ ' ............. , ........ '- . ..};: 7~~, :__ . ~< -;~ J :_ r co ',_ , }7J" : ~;_ _ '.(J " I ~ . ~~ . '- (:G~. ~_ 1 r-\,f ~ \\f.' .. '- ~~ () ~ J ~ - ~ " _. ~ ~ ',! ~ .;- FilE CITY OF PORT ANGELES - Construction Plans The Issuance of this permit based upon these plans. specifi- cations and other data shan not prevent the building offiCial from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operalfons being carried on thereunder when In violallon of all codes and ordinances of thiS Junsdlctlon. (SECTION 303(c) - U nor Bulid g Code.) 5'~BY~ Approval Date -- STRUCTURAL CHANGES MEMO (This sheet is provided as a service to distrIbutors to inform them of major building component changes that are necessary in order for this building to conform to the bUIlding codes. Ifpossible, all component changes should be made from the Details screen in Multibuild. All other changes should be made in the bill of materials (BOM). It is the responsibility of the distributor to coordinate these changes, as shown on the stamped drawings, with your BOM. Be aware that other building parts or materials associated with or adjacent to the changes listed below may also be affected.) Date: 7/29/2004 To: Olympic AllSteel Bldgs From: Seth Light, ASK4 Engineering ,- Job #: UOAS208 -- Maurice Gallatin Building The following changes were made to the drawings of the above project from what was originally output by MultiBuild: A) NO SPECIAL INSPECTION IS REQUIRED FOR ANCHOR BOLTS. B) WALL X-BRACING CHANGED FROM DOUBLE 2 X 14G TO SINGLE 1 1/2 X 16G STRAPPING. C) ADDED KNEE AND APEX BRACES TO LEFT ENDW ALL. D) CHANGED KNEE BRACE LENGTH TO 4'-3" TO AVOID CONFLICT WITH ENDW ALL DOOR. Please adjust your BOM and your pricing accordingly. Thanks, Seth Light flltO fOR RECORD ^ T TIlE P.EQUE.S T (Y'la,\A{,'Le- G-?fll~+;n 30 5 v--J t S'+\I\ POJ+ 4{\qel {J";; W tit q55~ (;~ O!-11L-.G_~ Y1 a.COllDtD I'~ ta:..;;,O.ll,.'.ll/.H co 200~ AUG -~ PM 4: 0 I !11~1I/~~II~I~I/~IIIIII~11 2004 1138806 Clallam County o ZONING LOT COVENANT UWE the undersIgned owner(s) of the folloWIng descnbed property: (Insert legal descnptlOn here) II I::> f' """, ^, ' /" I; . l If'.) I'l /I;l) -, /I~. 1 { '.- r"/{"/"l < ; ~ L L ~-) I I ') L ,L.' .) l j ,,:) ,J. /.- t'\. / 5' "- ."J.. 0 11' I - 1 / ) o {. '5 (k; (? 0 f' 7 {' ,(J ( ( i ,t./' I). j f) , /jCJ J ;~o 11/, ;-2,7-; do hereby covenant that saId property shall be deSIgnated as one zonIng lot as defined In SectIon 17 08 032 "Z" of the Port Angeles MUnICIpal Code ThiS covenant creates one Inseparable building lot whIch may only be removed through complIance wIth Chapter 58.17 RCW (subdIVIsIOn regulatIOns) and/or the CIty of Port Angeles short subdiVIsIOn regulatIOns (Ordmance No 2222, as amended). ThiS covenant shall be bmdIng on the owner(s), helr(s), asslgn(s), and successor(s) In Interest and shall be tiled WIth the County Al)dltor's OffIce ThiS covenant IS for the mutual beneflt of SaId owner(s), helr(s), asslgn(s), and successor(s) m mterest and IS for the further purpose ofcomphance wlth state and local land use and budding regulatIOns. ThIS covenant may be enforced by InjUnctIOn or other lawful procedure and covenant by the recovery of any damages resultIng from non complIance. DATED thIS L:./"..~ day of 4v fla f,L / ./ ,20L:.J~. ~'l(fttW.b JAJ~ I (Owner) (Owner) (Owner) (Owner) STATE OF WASHINGTON) COUNTY OF CLALLAM ) ss I, ,;e:4/J 4n//~ r.5>O/1..-. , Notary Public 111 and for the State ofWashmgton, do hereby certify that on tillS ~day of 4~.<~ /' , 20ti1../, personally appeared before me I' " . HUUrt& /) A"",I/"L h /'} J and '", '~"";'~":'..".;Hto me known to be the 1l1dlVldual(s) desnbed 111 and who executed the wltlun 1l1strument and ac\a,l.o\y.I~sek~;~f.' . >" hi Signed and sealed the same as flee and voluntary act and deed'flilr:1;t1e p1i~ost<;;>jlllrela n1entloned .: ~)'.:,....c... \. n t~ \'\. l"~ f ~r i I: ~ :;; ~ l ~ I ~ ~ /..//'1 A." " I' ..' . GIVEN UNDER MY HAND AND OFFICIAL SEAL tillS -::t- day of /-fUjl-(<; r-~ . ~\ ~ IJ <.1;' "!!;:Lf. "\.; ,,1 .<.:":"1 ~:..~. t../ /"" .... ;- (...,:, ...".......~. ......, ~ ".r I: :i{> S 11.... \ ,......' "".t,.ql~"'.\\ " OTARY PUBLIC in and for the State of ashmgton resldmg at Port Angeles AUDITOR'S CERTIFICATE Filed for record at the request of thIS _ day of 20_ CLALLAM COUNTY AUDITOR By .1 'OUTBACK BUilDING' STRUCTURAL CALCULATIONS FOR: Maurice Gallatin Building 1304 So. Cherry St. Port Angeles WA Job # UOAS20S (24' WIDE X 24' LONG BUILDING WITH S' EAVE HEIGHT AND 2.5:12 ROOF PITCH) INDEX TO CALCULATIONS PaQe # Contents C1 Design Parameters, Loadings C2 Purlin and Girt AnalysIs & Design C3 Lateral System AnalysIs C4, C5 Brace End Connection and Screw Capacities C6 Endwall Vertical Mullion Design C7 Door Header Design ca, C9 Foundation AnalysIs & Design 1 - 6 Clearspan Frame AnalysIs P1 Roof and Wall Panel Information Distributor: Olympic AIISteel Bldgs Engineering by: ASI<.4 En~:pneerin~L InG. 3'1084 Proctor Blvd., Suite "G" Sandy, OR '11055 (503) 668-6550 fax: (503) 668-523'1 email: outback@ask4engineering.com - I ,,' ASK4 Engineenng, Inc JOB INFORMATION JOB NAME: Maunce Gallatin JOB ADDRESS: 1304 So. Cherry St., Port Angeles WA JOB NUMBER: UOAS208 BUILDING FRAME WIDTH (ft.): 24.00 BUILDING LENGTH (ft.)" 24.0 BUILDING FRAME EAVE HEIGHT (ft.). 8.00 BUILDING FRAME ROOF SLOPE (?/12). 2.55 End Wall Zone (ft): 4 80 Intenor Zone (ft): 14.40 DESIGN CRITERIA DEAD LOADS: ROOFIWALL PANEL. 10 pst PURLlNS/GIRTS. 10 pst STEEL FRAMES: 10 pst TOTAL DEAD LOAD: 30 psf CLEARS PAN FRAMES. 25 psf PURLlNS AND OTHER ELEMENTS. 25 psf WIND SPEED' 90 mph EXPOSURE: C D ONE ROOF LIVE (OR SNOW) LOADS: WIND LOADS: SITE CLASS: SEISMIC USE GROUP: GOVERNING CODE: - 2003 International Building Code - 1996 Edition of AISI SpeCification for the Design of Cold-formed Structural Members MATERIAL SPECIFICATIONS CONCRETE: 2500 psi (28-day Strength) CONCRETE REINFORCING: ASTM A615, Grade 60 (Fy = 60,000 psij METAL ROOF PANELS: ASTM A653, Grade 80 (Fy = 80,000 pSI min.) METAL WALL PANELS: ASTM A653, Grade 80 (Fy = 80,000 pSI mln) COLD-FORMED STRUCTURAL STEEL: ASTM A653, Grade 55 (Fy = 57,000 pSI mln) LATERAL LOADS WIND LOADS BASIC WIND SPEED (mph) = 90 Ce = 1.21 0 Iw= 10 SEISMIC LOADS (Based on Simplified AnalysIs Procedure, Sec. 1617.4) PERP TO PERP TO SIDEWALL ENDWALL S5 = 2 00 2 00 Fa=100 100 SMS= (FaX S5) = 200 2.00 SOS= (213) X SMS = 1 33 1 .33 R=35 50 Vmax = (1 2 X Sos)W/R = 045W 0.32W E = 1.0 X Vmax = 045W 0.32W E allow stress design = E/1 4 = 0 33W 0 23W EXPOSURE = C MEAN ROOF HEIGHT (ft): 928 W =TOTAL SEISMIC DESIGN DEAD LOAD (Ibs) = V = TOTAL SEISMIC BASE SHEAR (Ibs) = LATERAL SYSTEM SEISMIC SHEAR EFFECT (Ibs.) = 2557 1169 844 2557 818 589 Transverse Design Wind Pressures: END ZONE (END 48FT.) INT. ZONE Windward Wall Honz.(pst): 2386 1587 Windward Roof Honz. (pst). 0.00 000 Windward Roof Vert (pst): -24.34 -16.93 Leeward Roof Vert (pst): -1524 -1174 LATERAL SYSTEM PERP TO SIDEWALL WIND DESIGN SHEAR (Ibs) = 1831 (wind governs) Longitudinal Design Wind Pressures: END ZONE (END 4.8 FT) INT ZONE Windward Wall Honz.(pst). 20.21 1340 Windward Roof Honz. (pst): -10.40 -6.17 Windward Roof Vert (pst): -2434 -16 93 Leeward Roof Vert. (pst): -13.76 -1076 LATERAL SYSTEM PERP. TO ENDWALL WIND DESIGN SHEAR (Ibs.) = 1770 (wind governs) Element Wind Design Pressures: Roof Elements (pst): Wall Elements (pst). INWARD 176 21.2 OUTWARD 24.4 231 7/29/2004 UOAS208 GALLATIN.xls DeSIgn Param's.-IBC - Page C1 " ASK4 Engmeerlng, Inc. ROOF PURLlN DESIGN SPAN TRIB WIDTH LOAD (DL +SL) LOAD (WIND - DL) DESIGN BENDING MOMENT (DL +SL) END SHEAR (DL +SL) DESIGN BENDING MOMENT (WIND-DL) END SHEAR (WIND-DL) 12 00 ft 2 97 ft 79 Ibs.1ft 66 Ibs.lft. 2361 ft -Ibs 471 Ibs. 1498 ft -Ibs 299 Ibs. (with Of = 1 67) (with Of = 1 67) MEMBER SIZE USED -> Z6X16 INSIDE FLANGE UNBRACED LENGTH (FT.): 12.00 600 400 +Mn allow = 5018 5018 5018 ft -Ibs. (Mn values from -Mn allow = 1609 4209 4913 ft-Ibs RISA-2D analysIs) (Z6X16 PURLlNS OK SPACED AT 2.97 FT. O.C., NO BRACES AT INSIDE FLANGE REQ'D.) SIDEWALL GIRT DESIGN SPAN TRIB WIDTH LOAD (WIND) BENDING MOMENT, Mn (WIND IN/OUT) END SHEAR (WIND IN/OUT) 12.00 ft. 2 58 ft. 60 Ibs 1ft. 1345 ft -Ibs 269 Ibs (with Of = 1 67) MEMBER SIZE USED -> Z4X18 INSIDE FLANGE UNBRACED LENGTH (FT.) 1200 600 400 +Mn allow = 2155 2155 2155 ft -Ibs (Mn values from -Mn allow = 787 1842 2119 ft.-Ibs RISA-2D analysIs) (Z4X18 GIRTS OK SPACED AT 2.59 FT. O.C. WITH INSIDE FLANGE BRACED AT 6 FT. O.C. MAX.) ENDWALL GIRT DESIGN SPAN TRIB WIDTH LOAD (WIND) BENDING MOMENT (WIND IN/OUT) END SHEAR (WIND IN/OUT) 12.00 ft. 2.58 ft. 60 Ibs.lft. 1345 ft.-Ibs 269 Ibs. (with Of = 1 67) MEMBER SIZE USED -> Z4X18 INSIDE FLANGE UNBRACED LENGTH (FT.)' 12.00 600 400 +Mn allow = 2155 2155 2155 ft -Ibs. (Mn values from -Mn allow = 787 1842 2119 ft -Ibs. RISA-2D analysIs) (Z4X18 GIRTS OK SPACED AT 2.59 FT. O.C. WITH INSIDE FLANGE BRACED AT 6 FT. O.C. MAX.) 7/29/2004 UOAS208 GALLATIN.xls Purlin-Girt Cales - Page C2 LATERAL LOAD WALL ANALYSIS: 'WIND CAPABLE' FRAMES USED (Y/N): CLEARS PAN FRAME SPACING: ASK4 Engineering, Inc. ('WIND CAPABLE' MEANS THAT STEEL FRAMES ARE DESIGNED TO CARRY HORIZ. WIND Y AND SEISMIC LOADS THAT ARE TRIBUTARY TO THEM) 1200 ft. STRAP X-BRACING DESIGN CHART: WALL LOCATION Left Endwall (E1): Right Endwall (E2): Front Sidewall (S1): Back Sidewall (S2): 7/29/2004 #OF BAYS? 1 1 1 1 TRIB. WIDTH (ft.) 6.00 6.00 12.00 12.00 X-BRACING PANEL WIDTH (ft.) 12.00 12.00 12.00 USE --> X-BRACING PANEL HEIGHT (ft.) 10.05 7.67 7.67 # OF #14 SCREWS AT SHEAR PER UPLIFT AT X-BRACING STRAP WIDTH EACH END OF BRACE (#) BASE (#) TENSION (#) AND GAUGE EACH STRAP (ADD KNEE AND APEX BRACES TO MAKE 'WIND CAPABLE' FRAME) 534 448 697 1.5" X 16 ga. 3 885 565 1050 1.5"X16ga. 3 885 565 1050 1.5" X 16 ga. 3 Single 11/2in x 16G Strapping UOAS208 GALLATIN.xls Wall Panel-X Bracing -- Page C3 ASK4 Engineering, Inc. BRACE END SCREW CONNECTION DESIGN Clearspan Frame Rafters: Single 8 in. 12 ga. Gee Clearspan Frame Columns: Single 8 in. 12 ga. Gee Clearspan Frame Knee Braces: Single 6 in. 16 ga. Gee Clearspan Frame Apex Braces: Single 6 in. 16 ga. Gee Screw Size: #14 Ultimate Single Shear Screw Strength (Ibs.): 2450 Q= 2.5 KNEE BRACE APEX BRACE n Screws 16 14 R3d (group effect factor) V single screw (Ibs.) o 65 511 066 517 P (design allowable, Ibs ) 8176 7242 MAX. KNEE BRACE FORCE (Ibs.): 8042 (INSTALL (16) #14 SCREWS AT EACH END OF EACH KNEE BRACE) MAX. APEX BRACE FORCE (Ibs ): 7053 (INSTALL (14) #14 SCREWS AT EACH END OF EACH APEX BRACE) 7/29/2004 UOAS208 GALLATIN.xls Brace End Conn's. -- Page C4 ASK4 Engineenng, Inc. SCREW CONNECTION DESIGN ds = Nominal screw diameter (In.) o Omega = 3.0 Pns = Nominal shear stength per screw (Ibs.) Pnt = Nominal tension strength per screw (Ibs.) ~ Pnot = Nominal pull-out strength per screw (Ibs.) o Pnov = Nominal pull-over strength per screw (Ibs.) ~ g1 = nominal gauge of member in contact with the screw head (in.) b t1 = Thickness of member In contact with the screw head (in.) z g2 = nominal gauge of member NOT in contact with the screw head (In.) t2 = Thickness of member NOT In contact with the screw head (in.) Fu1 = Tensile strength of member in contact wIth the screw head (Ibs.) Fu2 = Tensile strength of member NOT in contact with the screw head (Ibs.) ROOF PANEL (Classic Rib 26 ga ) g1 = 26 g2 = 16 t1 = 00179 t2 = 0.0598 Fu1 = 80000 Fu2 = 67000 Screw # = 14 ds (in) = 0 25 ALLOWABLE SHEAR BASED ON CONNECTED MATERIALS: t2/t1 = 3.34 WALL PANEL (Classic Rib 29 ga ) g1 = 29 92 = 18 t1 = 0.0134 t2 = 0.0478 Fu1 = 80000 Fu2 = 67000 Screw # = 10 ds(in.) = 0.19 t2/t1 = 3.57 Pns (eq. E4.3.1-4) = .Ilowable Shear per Screw (0 Omega = 3.0): 967 322 Pns (eq. E4.3.1-4) = Allowable Shear per Screw = 550 183 ALLOWABLE SHEAR BASED ON SCREW: Allowable Shear per Screw = Design Shear per Screw = 817 322 Allowable Shear per Screw = Design Shear per Screw = 517 183 ALLOWABLE TENSION BASED ON CONNECTED MATERIALS: Pullout Strength, Pnot (eq. E4 4.1.1) = 851 Pullover Strength, Pnov (eq. E4.4.2.1) = 537 Allowable Tension per Screw (Ibs.) = 179 Nominal Screw Tension Strength (Ibs) = 1108 517 402 134 1108 Screw strength/Pnov = 6.19 8.26 7/29/2004 UOAS208 GALLATIN xis Screw Capacities -- Page C5 ASK4 Engineering, Inc. ENDWALL VERT. MULLION DESIGN LOCATION: LEFT ENDWALL MAX. ENDWALL MULLION HT.: 10.00 ft. MAX. TRIB. WIDTH: 12.00 ft. DESIGN DISTRIBUTED LOAD: 277 pit MOMENT: 4340 ft.-Ibs V horiz.: 1386 Ibs. (with Of = 1 67) COMPOSITE DESIGN (Y/N)? N VERT MULLION MEMBER -> C06X16 DESIGN SECTION -> C06X16 FLYBRACING ELEV (ft.): 10.00 INSIDE FLANGE UNBRACED LENGTH (FT.): +Mn allow = -Mn allow = 10 00 1000 5721 4949 10 00 5721 ft.-Ibs. 4949 ft.-Ibs. (Mn values from RISA-2D analysis) DEFLECTION: 0.38 in. (=U312) (C06X16 VERT. MULLION OK, NO FLYBRACING REQ'D.) TOP CONNECTION: USE 11 ga. MFA6 BRACKET WITH (1) VERT. ROW OF (4) #14-20 TEKS SCREWS AT 1 5" O.C. INTO RAFTER AND (2) VERT ROWS AT 4" 0 C. OF (4) #14-20 TEKS SCREWS AT 1 5" O.C VERT. INTO MULLION LOCATION: RIGHT ENDWALL MAX. ENDWALL MULLION HT.. 10.00 ft. MAX. TRIB. WIDTH: 12.00 ft. DESIGN DISTRIBUTED LOAD: 277 pit MOMENT: 4340 ft.-Ibs. V hOrlz.: 1386 Ibs. (with Of = 1 67) COMPOSITE DESIGN (Y/N)? N VERT MULLION MEMBER -> C06X16 DESIGN SECTION -> C06X16 FL YBRACING ELEV. (ft.): 10.00 I INSIDE FLANGE UNBRACED LENGTH (FT): +Mn allow = -Mn allow = 1000 1000 5721 4949 10 00 5721 ft.-Ibs. 4949 ft.-Ibs. (Mn values from RISA-2D analysis) DEFLECTION: 0.38 in. (=U312) (C06X16 VERT. MULLION OK, NO FL YBRACING REQ'D.) TOP CONNECTION: USE 11 ga. MFA6 BRACKET WITH (1) VERT. ROW OF (4) #14-20 TEKS SCREWS AT 1.5" O.C. INTO RAFTER AND (2) VERT. ROWS AT 4" 0 C. OF (4) #14-20 TEKS SCREWS AT 1.5" O.C VERT. INTO MULLION 7/29/2004 UOAS208 GALLATIN.xls Endwall Vert. Mullions -- Page C6 ASK4 Engineering, Inc DOOR HEADER DESIGN DESIGN WIND PRESSURE (pst): 231 0:: ~ 0:: 0 ui O~ u.. u.. III ~ I-~ .0 .0 ui ""i' I-""i' .0 2 III g W 2 . ""i' UJ9! ..J UJ~ g g ~ . I- 0:: o::m ~o:: ~ ~ O~ 'It: 2 E 2 UJ w::> Ow 0:: 0 I- 0:: ~o:: w m mo ~m w i= m ~ J: I- 2 W ww ~ ~ ~O w~ J: 0 <( 2 E l- e!) W m ..Jm 0 UJ wo:: ..Jw <( u - 2 0 ~ ~ m~ ~ ~ ~O m~ w 0 2 0 UJ ~ jjj 0 w ~~ 0:: 0:: O::w ~ffi J: ..J 0 ~ N J: ~ ~ 0:: i= en 0:: 0:: w UJ W..J ..J m m Om 0 0 Oe!) 00 0 ..J en u >- 0 0 ~ ~ ..J~ <( <( <(2 ..J<( 0 ~ 0 0 <( 0 0 <( <( ..J<( W W w- ..JW 0 Q. ..J m 0 0 ., ., <(., J: J: J:~ <(J: 1 LEFT CENTRE WALL 1200 890 700 1184 C04X18 2335 OK 1600 Z4X18 SGL. 1842 OK 2 LEFT CENTRE WALL 1200 890 700 1184 C04X18 2335 OK 1600 Z4X18 SGL 1842 OK 3 RIGHT CENTRE WALL 1200 300 700 850 C04X18 2335 OK 1798 Z4X18 SGL 1842 OK 7/29/2004 UOAS208 GALLATIN xis Door Headers -- Page C7 ASK4 Englneenng, Inc FOUNDA lION DESIGN CONCRETE STRENGTH (fc) 2500 pSI REINF YIELD STRENGTH 60000 pSI ALLOW SOIL PRESSURE. 1500 pst NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. SIDEWALL CONTINUOUS FOOTING DEPTH OF FTG BELOW GRADE DESIGN SOIL PRESSURE FOOTING WIDTH FOOTING DEPTH DOWNWARD LOAD AT FRAME FOOTING AREA REQUIRED NET UPLIFT LOAD FROM FRAME NET UPLIFT FROM SIDEWALL X-BRACE DESIGN d top DESIGN d bottom LENGTH FTG REQ'D(DL+SN) LENGTH FTG REQ'D (UPLIFT) 12 in (MIN) 1350 pst 12 IN (MIN) 12 IN (MIN) 4032 Ibs. 30 ft.^2 1461 Ibs. 457 Ibs. 100 In. 8.5 In. 3.0 ft. OK 52ft. OK Mu DESIGN MOMENT (ft -Ibs) TOP BOTTOM 1338 2559 007 0.16 004 009 0.20 0.20 a= AREA OF STEEL REQ. AREA OF STL. PROVIDED (A C I FLEXURE TABLES) OK USE -->112" WIDE BY 12" DEEP FOOTING WI (1)-#4 TOP AND (1)-#4 BTM. (NO SHEAR REINF. REQ'D) THRUST @ FRAME BASE As (GRADE 40) HAIRPIN = NO HAIRPIN REQUIRED USE #4 TIE WITH FIBER MESH 1609 Ibs o 00 In ^2 FRAME 'WEDGE-BOLT' ANCHOR DESIGN SPECIAL INSPECTION (Y/N)? N ANCHOR DIAMETER 050 ANCHOR LENGTH 5.00 In in # OF BOLTS AT FRAME BASES: 2 FRAME MAX TENSION: 1461 FRAME MAX. SHEAR: 1609 X-BRACING MAX TENSION: 457 X-BRACING MAX. SHEAR: 885 EDGE DISTANCE. 600 'X' BOLT SPACING. 4.00 1/2" DIAM. X 5" WEDGE-BOLT' BOLT CAPACITIES (5" MIN. EMBEDMENT): UNREDUCED TENSION (Ibs): 1505 UNREDUCED SHEAR (Ibs)' 2193 BASED ON SPACINGS, REDUCED TENSION (Ibs) 1204 REDUCED SHEAR (Ibs). 1754 (UNREDUCED TENSION VALUES INCLUDE A 1/3 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) Ibs. Ibs Ibs Ibs. in in. COMBINED LOAD % (FRAME)' COMBINED LOAD % (X-BRACING) 0.71 016 MAX. COMBINED LOAD % = USE --> (2) - 1/2" DIAM. POWERS WEDGE- BOLTS'WITH 5" EMBEDMENT (SPECIAL INSPECTION IS NOT REQUIRED) 0.71 o lD We.) -I-~ lDC::CXl ~w~ >Q.lD OwrY. -IWW -1::::>=11: <(-I ~:; 7/29/2004 UOAS208 GALLATIN.xls Sidewall Slab Edge Fdn. - Page C8 ASK4 Englneenng, Inc FOUNDATION DESIGN CONCRETE STRENGTH (fc) 2500 psi REINF YIELD STRENGTH 60000 pSI ALLOW SOIL PRESSURE 1500 pst NOTE: FOOTING SHALL EXTEND BELOW LOCAL FROST DEPTH. CONSULT LOCAL BUILDING DEPARTMENT FOR REQUIREMENTS. ENDWALL CONTINUOUS FOOTING DEPTH OF FTG BELOW GRADE DESIGN SOIL PRESSURE FOOTING WIDTH FOOTING DEPTH DOWNWARD LOAD AT MULLION FOOTING AREA REQUIRED NET UPLIFT LOAD FROM MULLION NET UPLIFT FROM ENDWALL X-BRACE DESIGN d top DESIGN d bottom LENGTH FTG REQ'D(DL+SN) LENGTH FTG REQ'D (UPLIFT) 12 in (MIN) 1350 pst 12 IN (MIN.) 12 IN (MIN) 2016 Ibs 1 5 ft.^2 1540 Ibs 232 Ibs. 100 In. 85 in. 15ft. OK 5.5 ft. OK Mu DESIGN MOMENT (ft -Ibs ) TOP BOTTOM 1487 640 008 0.04 004 002 0.20 0.20 (A C I FLEXURE TABLES) OK a= AREA OF STEEL REQ. AREA OF STL. PROVIDED USE -->112" WIDE BY 12" DEEP FOOTING WI (1)-#4 TOP AND (1)-#4 BTM. (NO SHEAR REINF. REQ'D) THRUST @ BASE As (GRADE 40 ) HAIRPIN = NO HAIRPIN REQUIRED NO TIE REQUIRED WITH FIBER MESH 1386 Ibs. 000 In.^2 MULLION 'WEDGE-BOL T' ANCHOR DESIGN SPECIAL INSPECTION (y/N)? N ANCHOR DIAMETER' 050 ANCHOR LENGTH 500 # OF BOLTS AT FRAME BASES 2 MULLION MAX. TENSION' 1540 MULLION MAX SHEAR 1386 X-BRACING MAX TENSION: 232 X-BRACING MAX. SHEAR: 534 EDGE DISTANCE TOWARD SLAB EDGE. 500 'X' BOLT SPACING 400 In In 112" ClAM. X 5" WEDGE-BOLT' BOLT CAPACITIES (5" MIN. EMBEDMENT): UNREDUCED TENSION (Ibs): 1505 UNREDUCED SHEAR (Ibs)' 2193 BASED ON SPACINGS, REDUCED TENSION (Ibs)' 1204 REDUCED SHEAR (Ibs). 1754 (UNREDUCED TENSION VALUES INCLUDE A 113 INCREASE FOR WIND LOADS, UNREDUCED SHEAR LOADS DO NOT) Ibs. Ibs. In. In COMBINED LOAD % (MULLION): COMBINED LOAD % (X-BRACING): 069 0.06 MAX. COMBINED LOAD % = 0.69 USE --> (2) - 1/2" DIAM. POWERS WEDGE- BOLTS' WITH 5" EMBEDMENT (SPECIAL INSPECTION IS NOT REQUIRED) 7/29/2004 UOAS208 GALLATIN xis Endwall Slab Edge Fdn - Page C9 o m w() ...J-~ mc:::g;j ~wf'-. >Cl.l{) Ocner. ...Jww ...J::l"*= ~...J :; ASK4 Englneenng, Inc CLEARSPAN FRAME ANALYSIS: Analysis/Design Software: RISA-2D version 5.5. by RISA Technologies Overall Nominal Frame Width (ft.): 24.00 Nominal Frame Eave Height (ft): 8.00 Roof Pitch (?12)' 2.0 Frame Tributary Width (ft). 12.00 Roof Snow (or Live) Load (pst): 25 Wind Speed and Exposure' 90 C N6 N5 N7 N.3 (M7) N9 N2 N10 ...--.. ..-- ~ ".-..., .q- ~ N1 N# - JOINT LABEL (SEE 'RISA' ANALYSIS, PG. 2) (M#) - MEMBER LABEL (SEE 'RISA' ANALYSIS, PG. 2) N11 FRAME NODE AND MEMBER DIAGRAM 7/29/2004 UOAS208 GALLATIN.xls Frame Diagram -- Page 1 Company ASK4 Engineering - July 29, 2004 Designer sml 11.55AM Job Number: Checked By'_ Joint Coordinates JOint Label X Coordinate Y Coordinate JOint Temperature (ft) (ft) (F) N1 0 0 0 N2 0 4.86837 0 N3 0 7.58837 0 N4 2 802 0 N5 7.37333 9 15562 0 N6 11 33333 9.99734 0 N7 15.29333 9.15562 0 N8 2068 8.02 0 N9 22.66667 7.58837 0 N10 22.66667 4 86837 0 N11 22 66667 0 0 Member Data Shape I Matenal Phys End Releases End Offsets Inactive Member Label I JOint J JOint Rotate Section Set Memb I-End J-End I-End J-End Code Length (deqrees) Set TOM AVM AVM (in) (in) 1ft) M1 N1 N3 SEC1 STL y PIN I 7.5881 M2 N3 N6 SEC1 STL y PIN PIN i 11 5871 M3 N6 N9 SEC1 STL y PIN PIN , 11.5871 I M4 N9 N11 I SEC1 STL y PIN i ' I 7.5881 -- --SEC2 ------ -----~--------.--- 3.7331 M5 N2 N4 i STL PIN PIN I : 1 M6 N10 N8 i SEC2 STL PIN PIN -- -- ---~r ----+ 3.7261 M7 N5 N7 --f----- SEC2 STL PIN PIN 7.92 I I __ _____ _l____l Materials (General) Matenal Label Young's Modulus Shear Modulus POisson's Thermal Coef Weight Density Yield Stress (pSI) (pSI) Ratio (per 10^5 F) (lblft^3) _ (pSI) I STL I 2.ge+7 I 1 1154e+ 7 I .3 I .65 I 490 ____------L- 57000 I Sections Section Database Matenal Area SA SA I (90,270) 1(0,180) Label Shape Label (1n)^2 10,180) '(90,270) (in^4) iin^4) SEC1 I 8X4C12G I STL I 1.772 I 1.2 I 1.2 I 3.745 I 18.491 I SEC2 i 6X4C 16G I STL I 893 I 1.2 I 1.2 I 1.935 ! 5.605 I Steel Deskm / NDS Parameters Member Section Length Lb out Lb In L_comp Cb Sway Label Set Ie out Ie in Ie bend Kout Kin CH Cm B out in R (ft) (ft) (ft) eft) , M1 SEC1 7588 8 8 1. 8 1 v O. M2 SEC1 11.587 8 8 1. .8 1 V O. M3 SEC1 11.587 8 8 1. .8 1 V 0 M4 SEC1 7588 8 8 1. .8 1 v O. M5 SEC2 3.733 1. 1. I I 0 M6 SEC2 3.726 1. 1. O. M7 SEC2 792 1. 1. . o. Member Direct Distributed Loads, CateQorv : DL, BLC 1 : ROOF DEAD Member Label Direction Start Magnitude End Magnitude Start Location End Location (Ib/ft, F) (Iblft, F) (ft or %) (ft or %) M2 y I -24 -24 I 0 0 I M3 y I -24 -24 I 0 0 I RISA-2D BaSIC Version 5.5b [C.\...\ ..\...\NEW JOBS\UOAS208 Gallatin\24-8-12-12-25-90C-W1 r2d] Page 2 . Company ASK4 Engineering ~ July 29, 2004 Designer sml 11.55 AM Job Number: Checked By._ Member Direct Distributed Loads, Cateaorv : SL, BLC 2 : ROOF SNOW Member Label Direction Start Magnitude End Magnitude Start Location End Location (lblft, F) ., (Iblft, F) (ft or %) (ft or %) I M2 Y -293.444 I -293 444 0 0 I I M3 Y -293 444 -293444 0 0 Member Direct Distributed Loads, Cateqorv : RLL, BLC 3 : ROOF LIVE Member Label Direction Start Magnitude End Magnitude Start Location End Location IIb/ft, F) IIb/ft, F) (ft or %) (ft or %) M2 Y 0 0 0 I 0 M3 Y 0 0 0 I 0 Member Direct Distributed Loads, Cateqorv : WL + y, BLC 7 : WIND-OUT Member Label Direction Start Magnitude End Magnitude Start Location End Location (lblft, F) (Ib/ft, F) (ft or %) (ft or %) M1 X 190.458 190.458 0 0 M2 X 0 0 0 0 M2 Y 198.716 198.716 0 0 M3 X 0 0 0 0 M3 Y 137.859 137 859 0 0 M4 X 0 I 0 0 0 Member Direct Distributed Loads, Cateaorv : WL- y, BLC 8 ': WIND-IN Member Label Direction Start Magnitude End Magnitude Start Location End Location (lb/!t..fL ____~__.~.1!Q{ft, F) (ft or %) J.f!..9i.."&L _ . '__, i M1 X 0 [ 0 0 o i I M2 X 0 0 0 0 I I I I M2 Y 0 ; 0 0 0 I M3 X 0 I 0 0 0 .~ I M3 Y 0 i 0 0 0 I I M4 I X 0 I 0 0 0 [ Member Direct Distributed Loads, Cateaorv : EL, BLC 9 : EARTHQUAKE Member Label Direction Start Magnitude End Magnitude Start Location End Location (lblft, F) (lb/ft, F) (ft or %) (ft or %) M1 X 9.36 9.36 0 0 M2 X 9.36 9.36 0 0 M3 X 9.36 9.36 0 0 M4 X 9.36 936 0 0 Member Direct Distributed Loads, Cateaorv: WL y, BLC 10 : WIND OUT RO Member Label Direction Start Magnitude End Magnitude Start Location End Location i (lblft, F) (Ib/ft, F) (ft or %) (ft or %) M1 X 0 0 0 0 M2 X 0 0 0 0 M2 Y 198.716 198.716 0 0 M3 X 0 0 0 0 M3 Y 137.859 137859 0 0 M4 X 0 0 0 0 Load Combinations Num DeSCription Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor 1 i DEAD LOAD ONL Y I V I I I 1 DL I 1 I I i I I I I I I 2 i FLOOR LIVE LOAD ONLY I V I I I 1 I LL 1 I I I I I I I I I I RISA-2D Basic Version 5.5b [C:\...\...\...\NEW JOBS\UOAS208 Gallatin\24-8-12-12-25-90C-WI.r2d] Page 3 Company ASK4 Engineering Designer sml Job Number July 29, 2004 11'55AM Checked Sy:_ Load Combinations (continued) Num OeSCrlotlon Env WS PO co BLC Factor BLC Factor BLC Factor BLC Factor I 3 I DL FLL I V I I I 1 DL 1 LL 1 I , , I 4 I USC 12-12 (a) I v I I I 1 DL I 1 LL I 1 RLL 1 +- I I I 5 I USC 12-12 (b) I V I I I 1 DL I 1 LL I 1 I SL 1 I I i I I I I 6 I USC 12-13 (a) I V I I I 1 DL I .75 LL .75 WL+Y .75 I I I I I 7 I USC 12-13 (b) I v I I I 1 DL I .75 LL .75 WL-Y .75 I I I 8 I USC 12-13 (c) I V I I I 1 DL .75 LL .75 EL .75 I 9 I USC 12-13 (d) I V I I I 1 DL 75 LL 75 EL -.75 I 10 I USC 12-14 (a) I v I I I 1 DL .75 LL .75 WL+Y .75 SL .375 I I 11 I USC 12-14 (b) I V I I I 1 DL : .75 LL .75 WL-Y .75 SL .375 I 12 I USC 12-15 (a) I V I I I 1 DL L--75 LL .75 SL 75 WL+Y .375 I I L1L_ USC 12-15 (b) I V I I I 1 DL (_.~I .75 SL .75 WL-Y .375 I I 1__J4 I USC 12-16 (a) I V I I I 1 DL 75 I LL I 75 SL .75 i EL i .7~ I r---I I 15 I USC 12-16 (b) I V I I I 1 DL ! 75 I LL I 75 SL .75 ~L+-:...I5_i I ___...1..-_ _____L____ _+--- i i I I ' , I I ' L12_L UBC 12-16-1 (a) I v I I I 1 DL 75 i EL 75 -+--+---- I I I ~Jl._L UBC 12-16-1 (b) I V I I i 1 DL : .75 : EL - 75 : : ----------- +--- --j----i i , I , I lli ' UBC 12-13 (c) I I I I 1 ~~=t75=-rLL I 75 WLY .75 l__~j _L Envelope Reactions JOint Label X Force Y Force Moment (Ib) Lc (Ib) Lc (Ib-ft) Lc N1 max 1536.192 5 3816.376 5 0000 I 1 mln -1320.021 6 -1463709 6 0000 I 1 N11 max 236.071 6 3817.735 5 0000 I 1 min -1536.192 5 -835.511 I 6 0.000 I 1 Reaction Totals: max 269.216 15 7634.111 I 5 mln -108395 6 -2299.22 I 6 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc (Ib) lib) lib) I M1 1 max 3816.376 5 1320.021 6 0 I 1 mln -1463.709 6 -1536.192 5 0 I 1 2 max 3804.938 5 1049.034 6 2914.298 5 mln -1472.288 6 -1536.192 5 1-2247 114 6 3 max 3793.499 5 778.046 1 6 5828.596 5 min -1480867 6 -1536.192 5 1-3980.201 6 4 Imax 1926.806 6 2749.541 5 5216.133 I 5 I I min -2977.132 5 -1663.5671 6 -3412.983 6 I 5 Imax 1918.227 6 12749.541 5 i 0 1 mln -2988.571 5 -1934.555 6 0 I 1 RISA-2D BaSIC Version 5.5b [C:\,..\,..\,..\NEW JOBS\UOAS208 Gallatin\24-8-12-12-25-90C-WI.r2d] Page 4 Company . ASK4 Engineering Designer 8ml Job Number July 29, 2004 11.55AM Checked By:_ Envelope Member Section Forces. (continued) Member Label Section Axial Lc Shear Lc Moment Lc !Ib) o 1 1 0 1 1 3282.898 5 -2323 567 6 256.522 I 9 1-2460981 5 1130.53 6 -384753 5 008 6 -.024 5 o 1 o 1 1599.393 6 -3843 6 5 1557586 6 -2453.158 5 3294.608 I 5 -393.527 9 .068 .L5 I -.005 ! 91 o i 1 I o ! 1 i 5216133 5 -801.578 1 6 i 5828.596 i 5 ! -895 697 ! 6 1 2914.298 I 5 -447849 i 6 I o : 1 I o : 1 o ~ o i 1 i o i 2 -2.127 I 5 I o I 2 -2.836 I 5 o 1 2 -2.127 5 o 1 o 1 o 1 o 1 2.108 I 5 o 2 2.811 5 o 2 2.108 5 o 2 o I 1 o 1 o 1 o 1 o 2 -17.869 1 o I 2 -23.826 1 1 o 2 (Ib) i 1 max 1 2291 102 1 6 i mln 1-3310.815 5 2 i max 1 2089 41 5 I mln : -467 945 1 6 3 I max I 1894.6 5 I mln 1 -391 752 6 4 I max : 8596 541 5 I mln i -2994 5941 6 5 i max! 8401.732 I 5 i min 1-29184011 6 1 1 max 18402.018 5 I min : -289774 6 1-2 1 max! 8596.828 5 I I mln -2946 445 6 I 3 1 max I J894 887 5 I Imini-3161156 l 4 i max I 2089.697 5 I i min i -364.82 6 1 5 i max I 448.792 6 ! i mln 1-3319951 5 , 1 I max' 174 055 9 : mln -3032 5151 5 2 1 max 182.634 1 9 mln -3021 0761 5 3 ! max 3794.858 5 : mln -852 669 6 4 i max 3806 297 5 I mln -844 09 6 5 imax 3817735. 5 i mln I -835.511 I 6 L-.M~____J_j_Lr:nax~J~003.386 5 : i mln -4047.516 6 ~ ! max 1 8000.992 5 I mln ,-4049.312 6 I 3 1 max ! 7998.597 5 I mln 1-4051.107 6 I 4 i max I 7996 203 1 5 I mln ! -4052.903 6 5 I max I 7993.809 5 I mln -4054 699 6 1 I max 1 8041 683 5 1 mln 1-1231.461 6 2 1 max I 8039.289 5 1 mln 1-1233.257 6 3 1 max 8036.895 5 1 mln -1235053 6 4 1 max 8034.5 5 mln 1-1236848 6 5 max 8032.106 5 mln -1238.644 6 1 max I 2736.967 i 6 I mln ;-70533851 5 2 I max i 2736.967 I 6 I mln 1-7053.3851 5 3 : max : 2736 967 6 ! mln 1-7053.3851 5 4 max i 2736.967 1 6 1 M2 M3 1 M4 I M6 1 M7 (Ib) 1474.094 6 -2351.602 5 2441 231 1 5 -1066.0691 6 1524722 1 5 -707 61 1 6 211.068 6 -870.036 5 569 526 6 -1786.545 5 1785.1965 -666.73 6 868.686 5 -437.592 6 351.765 6 -1526.071 5 580.904 6 -2442.581 5 2394.587 5 -166.312 9 422.53 6 -2749.5411 5 422.53 6 1-274954115 1536.192 5 -236.071 6 1536192 5 -236.071 6 1536.192 5 -236.071 6 3.039 5 o 2 1.519 5 o I 2 o 1 o 1 o 2 -1.519 1 o 2 -3039 1 o 2 -3.018 5 o 2 I -1.509 5 o 1 o 1 1 1.509 1 1 o 2 I 3.018 1 1 012 12.033 1 o 2 6.017 1 012 o I 1 o I 1 o 2 RISA-2D Basic Version 5.5b [C.\.. \...\...\NEW JOBS\UOAS208 Gallatin\24-8-12-12-25-90C-Wl.r2d] Page 5 l . ~ Company : ASK4 Engineering Designer : sml Job Number : July 29, 2004 11' 55 AM Checked By _ Envelope Member Section Forces, (continued) Member Label Sectron Axial Lc Shear Lc Moment Lc (Ib) (Ib) (Ib) min ! -7053 385 5 I -6.017 1 -17869 1 5 max I 2736 967 6 I 0 2 0 1 min 1-7053385 5 I -12.033 1 0 1 Envelope Member ASD AISI 99 Code Checks Label Code Chk Loc Shear Chk Loc ASD Eqn Message (ft) Lc (ft) Lc M1 879 4822 5 .221 4.901 5 C5.21-1 M2 793 7604 5 .238 1 931 5 C5.2.1-1 M3 .792 3983 5 .241 9.655 5 C5.21-1 M4 .879 2.767 5 .221 0 5 C5.2.1-1 M5 .589 i 1439 5 001 0 5 C5.2.1-1 I M6 .592 1 .436 5 .001 0 5 C5.21-1 M7 .243 396 6 .004 ,0 1 C5.2.1-1 RISA-2D BasIc Version 5 5b [C \...\. \ ..\NEW JOBS\UOAS208 Gallatln\24-8-12-12-25-90C-Wl.r2d] Page 6 ::iECTION PROPERTIES AND LOAD TABLES 9" -II+- 3/8" f - ~ j4-Sfs" /\. - Anti-Siphon Groove, Q,w'- -1 ~ -- -- 36" Coverage GAUGE WIDTH YEILD WEIGHT TOP IN COMPRESSION' BOTTOM IN COMPRESSJOW (in) KSI PSF Ixx Sxx Ma Ixx Sxx Ma in4/ft inJ/ft (k-in) in4/ft i n3/ft (k-in) 30 36" 80 .62 .0090 .0137 0.49 .0053 .0111 0.40 29 36" 80 .70 .0100 .0151 0.54 .0060 .0124 0.51 26 36" 80 .86 .0123 .0190 0.68 .0080 .0160 0.65 I CLASSIC RIB ALLOWABLE UNIFORM LIVE LOADS PSP 2.3.4. 1-Span Inward (Gravity I Deflection) Load2.4. Outward Uplift (Stress) Load3. GA. Width Ksi 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 30 36" 80 82 50 29 18 12 6 89 57 39 29 22 14 29 36" 80 90 56 32 20 14 7 99 63 44 32 25 16 26 36" 80 114 69 40 25 17 9 128 82 57 42 32 20 2-Equal Inward (Gravity I Deflection) Load2.4. Outward Uplift (Stress) Load3. Spans GA. Width Ksi 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 30 36" 80 66 42 29 22 17 11 107 69 48 35 27 17 29 36" 80 73 47 33 24 18 12 118 76 53 39 30 19 26 36" 80 94 61 42 31 24 15 149 96 67 49 38 24 3 or more- Inward (Gravity / Deflection) Load2.4. Outward Uplift (Stress) Load3. Equal Spans GA. Width KSI 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 30 36" 80 76 49 34 25 19 12 124 80 56 41 32 20 29 36" 80 85 55 38 28 22 13 137 89 62 46 35 22 26 36" 80 110 71 49 36 28 16 172 111 78 57 44 28 1. Theoretical section properties have been calculated per AISI 1996. "SpeCIfications for the design of cold fonned steel members." !xx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated In accordance with good engineenng practices and WIth AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravIty loads. Allowable load does not address web cnppling requirement, or fasteners/support connectIOn. 3. Allowable loads are calculated in accordance with AISI 1996 specifications. and have been Increased by 33IfJ<7o for wind uplift. Contact Metal Sales Technical Services Department for more infonnatlon. 4. Deflection consideratIOn is limited by a maxImum deflectIOn ratio of L1180 of span. @ Metal Sales Manuractunng Corporation! Subjecr to change WIthout nOllcel Effecllve Date 5/02 812.2-+6 1935 (Corporate Office)' wwwmtlsaJescom CD I ROOF F'\JRLlNS PER MEMBER SCHEDUl.E ON SHEET 2 SIDEY'tAl.l. 61RTS PER MEMBER SCHEDUl.E ON SHEET 2 INSTAl.L GIRT Fl.ANGE BRAGING TO INSIDE FLAN6E AT MIDSPAN OF GIRTS AT BAYS SHOY'lN PER DETAIl. N/2 X-BRAGIN6 TYP SEE DETAIl. M/2 ROOF F'\JRl.INS PER MEMBER SCHEDUl.E ON SHEET 2 SIDEY'tALl. GIRTS PER MEMBER SCHEDULE ON SHEET 2 ~ ) ~~;~:~:"EXTERIOR ELEVATION 12:J TO PEAK I~ ~255 TO EAVE ~ I /111 b ~ ~ ~ ~ TO GONGRETE INSTAl.l. 61RT Fl.ANGE BRAGING TO INSIDE Fl.AN6E AT MIDSPAN OF <5-IRTS AT BAYS SHOY'lN, PER DETAIl. N/2 ~) :::~~~:~-oI,NTERIOR ELEVATION INSTAl.l. GIRT Fl.ANGE BRAGIN", TO INSIDE Fl.AN<5-E AT MIDSPAN OF <5-IRTS AT SAYS SHOV'lN, PER DETAIl. N/2 # i' N -0--J~-GJ--tj]]~ l' 0 GONCRETE V'lAl.l. GIRTS PER MEMBER SCHEDULE ON SHEET 2 12 TO PEAK 255 TO EAVE 5 1 SCAl.E 1/8" = 1'-0" END~ALL INTERIOR ELEVATION X.i3'<AGING TYP SEE DETAIL M/2 I FROJECT DESIGN CRITERIA I i ROOF SNO!l'l LOAD 25 p5F I i !I'lIND SPEED <10 mph !I'll ND EXPOSURE C SEISMIC. SPECTRAL RESPONSE, S5 20 SITE COEFFIC.IENT, Fa 10 SOIL BEARING PRESSURE 1500 psF DETAIL KEYS INSTAl.l. <5-IRT FLANGE BRACING TO INSIDE Fl.ANGE AT MIDSPAN OF <5-IRTS AT BAYS SHOY'lN. PER DETAIL N/2 @ @ @ X-BRACING IN ROOF ABOVE (SEE DETAIl. M/2) ENDY'tAl.l. VERTIGAl. MUl.LlON (SEE DETAIL G/2 FOR TOP CONN AND 6/2 FOR SASE C.ONN) (SEE DETAIl. K/2 FOR Cl.EARSPAN FRAME MEMBER BRAGIN<5- REGlIJIREMENTS) SIDEj,I'ojALL EXTERIOR ELEVATION 3 1 SCALE 1/8 = I -0 ' 24'-0' (SIDEY'tAl.l.) 12'-0" 12'-0" V~$ :J ~ [\ z l!! X-E"'AGIN6 TYP -----...A..} . I , I ~I CDII~ r@<',~ 01 :~0 "$-1 $ '1 / i 1 I / I ~I 0~: i SEd I 2 ED,,! I. ......::---_ __..J 9 ;,. N $ FOUND,A.TION FL.AN SCAl.E 1/8" = 1'-0" DOOR SCHEDULE I DOOR V'lIDTH I HEI<5-HT OPENING TYPE CD 8'-10" ,'-0" SEe TlONAL OOOR. 0 8'-10" ,'-0" I 5ECTlONAL DOOR I SINGl.E 1 C04XI8 0 3'-0" ,-0" I FA DOOR I COLOR I 51N6LE I G04XI8 """'S I) SEE DETAIL .J/2 FOR DOOR OPENIN6 FRAMIN6 INFORMATION 2} SIZE OF HEADER GIRT MEMBER TO ee SAME AS 5lDB^lALL OR ENO~ALL GIRT AS APPROPRIATE PER MEMBf:R SGIo-fEDIA..E ON SHEET 2 9) ALL 6- DOOR AND i"(JNDOI"t .JAMBS SHALl. HAVl; -4 I"ClOE FLANGES AlL 4' DOOR AND ,Ilo,LL ~INDOI"!. .JAMeS SHAll. HAVE 2 5' V'tIDE FLANGES 4' AT OPENINGS NOreo INSTEAO OF ATTAC-HING DOOR .JAMBS TO HEAOE~ GIRT ABOVE OPEN1N6 ATTACH DOOR..lAMBS TO UNDERSIDE OF MEZZANINE GIRDER OR END\I'tALL RAFTERS V+t1c.HEVER 15 APPLICABLE I E"",'es'fo.JI:2OO5l ~Cf) U CJ N:s:::2 <( Z :G~:G C(J 0 ~z:3 l---laJ~~ ::> _ 0::;;>- o ::> a.('j~ C(J <( ~ o/r5 0< 2S ~ ~ ~ ....:l o\.~ CI) ~ o -.JZ en- \- -.J<( w-.J w-.J \-<( CI)~ -.Jw -.Ju <(- uO:::: -:::> 0... a: 00::::::: <( . 00:::::: ~(/J >- (/J ::l>-UJ UJ Q;! ,::;; tS a: --' <( 0 1-0Z <( ~ co m o Q Q <( .s f-UJ UJw I...,J f-w (ry<.9 "'-z S<( L[)f- 00::: (ryo n. DRAWN jtl CHECKED sml DATE 7/27/2004 JOB NO UOAS208 LOCATION SIOEWAlLS ENDWALLS "B" 12" 12" TOP REINF (1)-#4 (1)-#4 fRO" 12 . 12" TOP AND BOrrOu REINFORCING PER SCHEDULE ABOVE (WITH 48 BAR OlAAlETER t.lIN LAPS 0 SPLICES) ~ "NISH GRADE \ \ 11 . NOTE SINGLE RElNF' BAR SHOWN IN DETAIL REPRESENTS TOTAL REINF'ORCING STEEl REQUIREO SPACE MULTIPLE BARS 0 3- 0 C t-IIN '4 BARS EACH WAY @ 1 a- o C WITH 12- t.l'N lAPS 0 SPUCES (OR 6 J{ 6-W1 4 )I Wt 4. WELDED WIRE A,lESH WITH 6- lAPS 0 SPUCES) AT SLAB CENTERLINE --1 -t ~ p POUR FOOTING DIRECTlY ONTO UNDISTURBED NATIVE SOIL (BOTTOI.l TO BE AT OR BELOW FROST UNE CONSULT BLOC omClAl) f--Y- = THICKEN COHeRffi AS REQUIRED TO PROVIDE 3- UIN OF CONCRETE COVER ON ALL ANCHOR BOLTS AND REINFORCING AT SURFACES POURED AGAINST SOIL (2" !oAIH AT SURFACES IN CONTACT WITH SOIL) NOn: SlAB REINFORONG SHOWN ABOVE 1$ SPECIFIED AS A METHOD OF CONTROWNG SHRINKAGE CRACKING AT THE SlAB SURFACE CUSTOMER MAY CHOOSE AN OTHER METHOD OR REMOve: SLAB REiNFORCING ......l TOCET1-4ER Bur CUSTOt.lER WlU. ASSUUE ALl RE$PONSI8Iurr FOR THE PERFORUANC( or THE SI..A8 IF ANY OTHER WETHOO IS CHOSEN BESIDES WHAT IS SHOWN ON THIS DETAIL CUSTOU(R SHAlL INSTALL. AT EA01 FFtWE (t) '4 CONT BAR F"ROl.l SIOEWAU.-TO-SIOEWAlL WITH A 6R 9a HOOK AROUND l1W.IE COLUMN ANCHOR BOLTS AT EA04 END yj EDGE OF SLAB DETAIL rop Of' COLUMN 14 90 X JR TALl BENT U-PLATE ElJC[ ",,"UN 6Fl<CKE"T ~ (2) 114 TtKS SCREWS I~~ / EACH LEG ~ BRACKO" ~ f\-SlNGlE CEl': COLUMN v O I EAVE PURlIN BRACKET OWG NO EPBl J." l' TOP PMEL AT SlOE l.AP AllIn-SIPHON GROOVE (LOCATE L UNDER A[)J.tCENT PANEl) ~ .~ ~ . 112-14 CREST-F'lXINC SCREWS wmt NEOPRENE W.a.$HER AT 18- 0 C NAX AT HIGH R18S AT INTERIOR PVRUNS (AT 9R 0 C AT TOP PURUN AHO EAVE PURUN) 3/4- Metal Sales Manufacturing Corp. Classic Rib 26 go I. (t) . 0123 'nA4/It I.. (b) . 0080 on-4/ft S.. (t) - 0190 ....-3/ft S. (b) .. 0160 ,n-3/ft Fy_801<$, H I ROOF PANEL OWG NO Rl ~~VUN I ~'I!._ LC .Il.-r- I ,- I 4 '.L '=l-T -__ Cop( BRACE I ::I~E~}~ OF (6) S/8R. AJ07 F'RAME UEMBER BOLTS PER BRACKET F't.ANCES rrP II go 2 12 l-lAUNCH BRACKET (SNolE DEPTH AS l.lEVBERS) 8R 12 go CEE KNEE BRACE PER CEE COUJI,lN MEUBER SCHEDULE ABOVE (OMIT ....T ENOWAUS UNO) , ~~ ~ SEE WEMBER SCHEDULE ABOVE 7 ~~a ~~O~IW~~S#~~~....T '. 0 a g EACH END OF KNEE BRACE (1 - 0 C ... ... ""N 1,5R UIN EDGE DISTANCE) NOTE. SEt DETAIl. r /2 FOR BASE DETAIL AI HAUNCH CONNECTION I ~ ~2BS l~CAlE J.' 3/4' ~ 1 , I 0- f 6 )[ I R SCREWS WITH NEOPRENE WASHER ....T 16R 0 C MAX ADJACENT ro HlCH RIBS AT AlL GIRTS (....T 9" 0 C AT (AVE PURUN) Metal Sales Monufactunng Corp ClaSSIC Rib 29 ga I. (t) .. 0100 'nA4/n I. (b) _ 0060 ,n-4/H S. (t) - 0151 ,n-J/ft S. (b) _ 0124 ,n-':5/ft .Y _ 80 ks, I I WALL PANEL I OW~; e=-CEE--- 12,. RAm:R -- 11 90 212 APEX BRACKET (SAJ.lE OEFTl1 AS RAFTERS) eEe: APEx BRACE ~ W(UBER SCHEDULE A80VE (OMIT ....T ENQWAU.S UNO) 8" 12 90 CEE ll... 184911t1~4 5... 462.3 ..,~J .y _ 51 Its. -.._------;...., ::::, B I APEX CONNECTION I ':, ~2BS L rP IvlEMBER AND MATERIAL SCHEDULE 1 C S FRAME RAFTER. 2 C S FRAME COLUM'::'. 3 C S FRAME KNEE BRACE 4 # OF KNEE BRACE SCREWS 5 C S FRAME APEX BRACE 6 # OF APEX BRACE-SCR(Ws 7 ENDWALL RAFTERS 8 ENDWALL COLUMNS 9 ENDWAlL VERTICAL MULLIONS 10 ANCHOR BOLTS (H PERoETS) 11 ANCHOR BOLT SPE~TION 112 EAVE PURlIN 13 ROOF PURlIN 14 ROOF PURUN SPACING I S SIDEWALL GIRT 16 SIDEWALL GIRT SPAciNG 1 7 ENDWALL GIRT 18 ENDWAlL GIRT SPACING 19 ROOF CLADDING 20 ROOF CLADDING FASTENERS 21 WALL CLADDING 22 WALL CLADDING FA~,TENERS 23 X-BRACING STRAP -c s - .. ClEARSPAN ENOWAU. GIRT CLEARSPAN flW,AE RAFTER APEX 8RACE (WHERE OCCURS SEE MENBER SCHEDULE) ENOWALL VERTICAl. MUlliON ~ ROOF aAOOINC .AP ~=Jj DOOR HEADER ENOWAll VERTICAL ./ MULLION . ~~~ !;:;; Single 81n 12G CEE Smgle 81n 12G CEE Smgle 6.n 16G CEE (4' -3" LONG) 16 SIngle 51n 16G CEE 14 8.n 1 2G CEE am 12G CEE Single Gin 16G CEE Powers 1/210 x Sin Wedge Bolt 6,n 18G CEE 6m 16G LGSI lEE 297 It Max 4,n 1 aG LGSI lEE 2 5a It Max 4,n 1 aG LGSI lEE 2 sa It Max Closslc Rib 26GA Ptd 12-14 X 1 3/8 Tek C10sslc Rib 29GA Ptd 10-16 X 1 Wo/l Tek WIth NeD Single 1 1/2 x 16G STRAP -L ~Of"P1TQl T GUTTER WALL ClAOOlNG OOWN PIPE END CIRT J j (NOW....LL COLUI.lN J BASE ClEAT AT ALL (NQWAlL VERT l,lUUIONS CREATER THAN 10 TALL ROT....TE l"lUWON 90" ~ THAT SHOWN INSTALL INSlQE ENOWALL RAfTER PER DETAIL C/2. INSTALL GIRTS ACROSS fACE \ L SIDEWAlL QRT VERTICAl SIDEWALL GIRT (OPTIONAL) HORIZ~.'TAl CUOOING (OPTIONAL) I .,- t' YlFW fRO'" OH'~1fK" 0; fI\m.DIHC "- SlNCU; OR OOUOI..E (NESTEtl) HEADER C!RT" PfA OOOA SOoIEOULE ON SHEET I (ADO JUST Btlo. [A'4E ~ If" NEl:tS$Un') CONNECT 'a J.WB WITH 2")(2"'1(14 qo. ANGLE Mf'H (J) "4 SCREWS .., rACH LEG CONIEt;T OIJS 10 ~ PER DUNL 0/2 OOOA ~ PER DOOR SCHEtlU..E ON SHEET I (....Y BE ruRNEO WITH OPEN SlO(: 'a ~) Ie; CA. ctt OOOA HE.tDER (WATCH DEPTH AND WIOf'H Of" WAlL QRT) CONNECT PEA 0EfAll. El2 EXTU40 JAWB TO CONCRETE SUB ..T OOORS (TO NEXT GIRT DOWN "T WINDOWS) IJ CONCRETE SL..e INSTAll. 2'"x2"lu 4 90 .IMOlf WIn4 (l) 114 SCREWS TO JAW WEB ANO 1/2" QlNoI x 25- t.ONC "fImcE-BaLT ANGlOR 1'0 CONCRETE "T o\HQ..[ C L 1 TYPICAL DOOR & 10"" NO J WINDOW FRAMING DFR APEX 6RACKO" 'y PEM CONOlnQN (SEE DEl B/2) 11 90 \IER1lCAl.. I.lUWON ANCl.( -"'-AG' IlRN:KET "'-.. NOn: SEE DETAIL C/2 rOR BASE CONNECTION OF ENOWAlL VEJmCAl NUWON j(2) VERTICAL. ROWS OF (4) #14-20 TE<S SCREWS ....T 15- 0 C (EACH ROW 1 R IN F"RON =----EOCE-Os=-~-SAACKET) [EWON ~ I VERTICAL MULLION I OW<; NO C TOP CONNECTION MFA5 TYPIC& BUILDING ISOMETRIC (fOR ILlllSTRATlVE PURPOSES ONLY NOT AU. COMPOf(ENTS OCCUR ON THIS PROJECT] /" NOn: INSTALL F'lYBRAC1NG AS SHOWN "T AU. CLE/..RSFAN fRAME CQlUI.lNS AND RAFTERS ....TTACH TO ClRT ....T" NO HIGHER THAN e ElEV..nON A60VE FOUNDAnON AND SPACE ....T BOTH COLlJt.ANS AND RAFTERS AT NOT MORE THAN f" -0- 0 C WALl CIRT OR ROOF PURUN 7 4(2I'14"K' SCROYS FER CONN(CTIC.~ A COlUMN OR RAFTER -~",---f"/ ~yp F'lY8RAeING STRAP ..~~50" .. INSTALL SAalE STRAPPING AS USED fOR X -BRAcII,G (OR UIN I 1/2- X III <)0) NO t,tORE THAN 6 -a" EI.(V ABOVE f'ON (SEE ENOWAlL ELEVATIONS ro,q LOCATIONS) NOTE SEE DETAIL L/2 FOR AlTERNAT( n.Y8RAQr,G DETAIL SEE OETAJL P/2 WHEN F1.Y8RACINC NOT POSSIBLE K 1 FLYBRACING DETAIL ,""" N;BR NOTE- INSTAlL rtYBRACINC AS SHOWN AT ALL CLEARSPAN FRAME COlUMNS AND RAFTERS ATTACH TO GIRT AT NO HIGHER THAN B ElEVATION ABOVE FOUNDATION AND SPACE AT 80TH COLUMNS AND RAFTERS AT NOT MORE THAN 8 -O~ 0 C WALL GIRT OR ~(2l '14 m<s ROOF PURUN7 ~__SCREWS '2\.~' ~ ,~-><rX"" COLUMN OR RAFTER - MIN 2a. 90 2-LEGGEO Fl.YBRACING MEMBER WITH 1.5- NfN LEGS COPE ENOS FOR ATTACHMENT NOTE IF FL YBRAC1NG ON ClEARSPAN FRAUE COlUUN IS NOT POSSIBLE BECAUSE OF OPEN BAYS AND/OR DOOR LOCATIONS ADO COlUMN STIFFtNER PER OETAlL P /2 L ALTERNATE I OWG NO FLYBRACING DETAIL FBC ~'"'. GA. 2EE GIRT ";1 ., " ". _ " OCH LEG Of' CONNECTION N\lCLE ZEE GIRT OR PURl/N PER "'EUBER SCHEDULE - -ffiU::--IER-OR-I-CEE-C01..Ul,lN-":::=::: (SINGlE SHOWN DOuBLE SIM) (,) 11'-20 '1l:'" ~ >IF:- :f:)[]" C::5 'CREWS (TOTAL) INTO -, J ] SINCLE CQllJJ.AN OR 4 ~ cd2~r'~BLE r cl 4CA 4- COLU"'N OR RAFTER 6 ,n 1690 ZEE I. - J94 ",-of. s. _ 131 'nAJ ry _ 57.... ::~ :~~: ~~ ::: :~; : =: i:: ~~:~ =~ ~~:;~~: 1YP CONNEcnQH ANGlE 01 PURLlN/GIRT CONNECTION I ~~~9 NOT( UNl.(SS HOlm OTHERWISE USE THIS CONNEcnON DETAIL FOR AU. MEMBER-TO-uEUBER CONNECTIONS E END WALL GIRT CONNECTION I EG50 STRUCTURAL GENERAL NOTES 1 GOVERNING CDOE 200J INTERNAnONAI.. BUlLOlNC CODE 2 DRAWING OWNERSHIP THESE DRAWINGS ARE TI-iE PROPERTY OF HI-TECH DESIGNS prr LID ENGINEERING SE.A.l. IS ONLY VAlID WHEN BUILDING IS f"ABRlCA:rro UNDER THE ()IRECTION OF" HI_ r(CH DESIGNS PTY LTO DRAWINGS ARE PROVIDED rOR SOLE PuRPOSE Of' OBT..INING BUILQmG PERMITS ANY OTHER USE OR REPRooucnON IS PROHIBITED WITHOUT WRITTEN AUTHORIZAnON FROM Hl-TICH DESIGNS PlY LTO J DRAWING SEAL REQUIREMENTS Tl-tESE DRAWINGS ARE NOT VALLO UNLESS SEAl. IS WET SlGNEO BY THE ENGINEER AU COPIES SHALL BEAR W(T SIGNATURE OF ENGINEER IF .... COPY OF THESE DRAWINGS IS OISTRIBuTED WITHOUT THE PROPER WET SIGNATURE Tl-tE DRAWING 15 CONSIDERED INVALID THE OUPUCAnON OR COPYING OF THIS DRAWING COULD I,l[AN TH....T THE CONTENT Of THE ORIGINAl.. DRAWING HAS BEEN UOOlF'lED THE ENGINEER ....CCEPTS NO UABrufY OR REsPONSIBILITY fOR DRAWlNCS WITHOUT.. WET S/CNATURE WET SIGNED DRAWINGS ARE SIGNED IN REO INK FOR EASE Of DETIRMINING VAlIDITY OF" SIGN....TURE 4 CONTRACTOR RESPQNSlSILmES CONTRACTOR SHAU vERIFY AND CONFIRM ALl EXISTING CONOlnQNS AND DIMENSIONS ASK4 ENGINEERING INC (ENGINEER) SHAlL BE NOnflED OF ANY OtSCREPANCIES BE1WEEN DRAWINGS ANO EXISTING CQNOiTIONS PRIOR TO START Of' WORK CONTRACTOR I,lUST SUB~IT IN WRITING ANY REOUEST VCR MOOlFlCAnON TO THE ~s AND/OR SP(CIFlCAnONS AND NO STRUCTURAl CHANGES F"RON THE APPROVED Pl...ANS SHALL 8'E MADE IN THE FIElD UNLESS PRIOR TO !.lAKING CHANGES WRITTEN APPROVAl IS OBTAiNED FROM THE ENGINEER SHOP DRAWlNCS SUBMITTED TO THE ENGINEER FOR REVIEW 00 NOT CONsnTUTE -IN WRmNG~ UNLESS IT IS NOTED THAT SPEClrlC CHANC[S ARE BEING REOUESTIO Ir CHANCES ARE MADE WITHOUT ~TTE:N APPROVAL. SUCH CHANGES SHALL BE THE LEGAl AND flNANClAl. RESPONSl8lurr OF THE CONTRACTOR OR sua-CONTRACTORS INVOlVED AND IT SHAlL BE THEIR FULL RESPQNSI8Iurr TO REPlACE OR REPAIR THE CONOlnQN ....S ()IRECTED BY THE ENGINEER CONTRACTOR SHAll PRQ\IIO( AU. TEMPORARY BRACING SHORING GUYlNC OR OTHER MEANS TO A~D EXCESSN( STRESSES AND TO HOlD STRUCTURAL ELEMENTS IN PLACE DUf:jING EREcnON Tl-iESE TE~PORARY PROVISIONS SHALL REMAIN IN PlACE UNnl SUFFICIENT PERMANENT "'EUBERS ARE ERECTED TO INSURE THE SAFETY OF THE PARTI.lU Y ERECTED STRUCTURES CON~TOR IS RESPONSIBLE FOR ME[TING ALL LAWS RECULAnNC THE ERECTION OF STEEL BUILDINGS Tl-tESE STRUCTURAl. DRAWiNGS AND SPEClACAnONS REPRESENT THE ANISHED STRUCTURE BUIlDING IS NOT CONSIDERED COMPLETE UNTIl. THE INSTAlLATION OF" ALL CQuPONENTS AND DETAILS SHOWN HEREIN ARE INSTALLED ACCOR[llNG TO THE DRAWINGS 5 ENGINEERING THE SUPPLYING or STAUPEO ENGiNEERING CAlCULAnONS AND DRAWINCS FOR THIS METAL BUILDING 00(5 NOT IMPlY OR CCNsnrUTE AN ACREE~ENT THAT ASK4 ENGINEERING INC IS ACTlNC AS THE ENGINEER OR ARCHITECT OF' RECORD OR THE DEsIGN PROFESSIONAl.. rOR THE WHOlE OF THE PROJECT THIS BUlLOlNG HAS BEEN REVIEWED BY ASK4 ENGINEERING INC FOR CONFORMITY ONLY TO THE STRUCTURAL DESiGN PORTIONS Of THE COV(RNlNG COo[ THE BUILDING OWNER IS RESPONSIBLE TO SEEK PROFESSIONAL. ADVICE IN ADDRESSiNG ANY OTHER CODE REQUIREMENTS (INCLUDING BUT NOT UUITED TO FIRE ANO LIFE SAFETY EN....IRQNUENTAL ACCESSiBIUTY OR ELECTRICAl) THAT Ir,IAY .APPLY TO THTS PROJECT DRAWINGS SCAlES INQlCATED ON DRAWINGS ARE APPROXIUAT( AND INTENDED TO BE USED FOR REF'(RENCE ONLY 00 NOT SCAlE ORAWINGS F"OR CONSTRUCTION PURPOSES THESE DOCUIolENTS ARE STAI.lPEO ONlY AS TO THE CDMPONENTS ruRNISHED BY OUTBACK BUlLOlNCS IT IS Tl-iE RESPON$IBIUTY OF THE PuRCHASER TO COOfl()INATE DRAWINGS PROVIDED BY ....SK... ENC!NE(RlNG INC WITH OTHER PlANS AND/OR OTHER CONPQNENTS THAT ARt PART OF THE OVERAlL PROJECT IN CASES or:- OISCREPANOES DRAWINGS PROVlOED BY OUTBACK BuILDINGS SHALL COvERN THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR EREcnON Or:- THIS STRUCTURE ANY OBSERV....TlON VISITS TO THE PROJECT SITE BY THE UNDERSIGNED ENGINEER ARE NOT TO 8E CONSTRUED AS 8EING INSPECnONS FOR THE CONSTRuCTION or ANY CQuPONENT or THIS BUILDING 6 INSPECTIONS NO SPECIAl. INSPEcnONS ARE R[Q\JIR([) BY THE G~INC CODE ON THiS JOB NfY OTHER INSPECTIONS REOUESTED BY BUllOlNG DEPARTl.lENT SHAu.. BE ..T OWNER S EXPENSE 7 SOIl REQUIREMENTS ALLOWABLE SOIL BEARING VALUE INOICATED ON DRAWING SHE(T , OCCURS ....T I Z- BELOW F'lNfSH GRADE: OR OUSTING NATURAL GRADE OR ....T FROST OEPTH SPEOFlEO BY Bull..[llNG DEPARTMENT WHI04EVER IS THE LOWEST ELEVAnON ROUND CONCRETE PIER rouNOAnoN E"'BEOM(NT DEPTHS 00 NOT .APPLY TO LOCAnONS WHERE ORGANIC OR UNN"TURAL FlU EXISTS OR WHERE WAL.LS OF THE HOLE WRl. NOT STANO WITHOUT SUPPLEMENTAL SUPPORT 6 CONCRETE REOUlREMENTS ALL CONCRETE SHALL HAVE" UtN 2B-OAY STRENGTH OF 2!1OQ p'St HIGHER STRENGTH CONCRITE w.y BE USED AT OWNER S Q1SCRETlON F"OR FINISH AHD OVRA8IUTY PURPOSES CEMENT SHAlL COMPlY WITH ASTlr.l CI~ fYPE 2 AND 5HAU. CONTAIN NO FLY"SH ALl CONCRETE Pl.1oCE"'ENT SHAll. BE PERfORMED IN ACCORDANCE WITH ACI STANDARQ J01-89 -SPECIFlCAnONS fOR STRUCTURAl.. CONCRETE fOR BUlLDINGS- WHICH IS HEREBY t.lAOE A PART OF THESE DOCUMENTS CONCRETE R(lNfORONG SHALl CONFOR... TO ASN A615 GRADE 60 rOR '4 BARS AND LARGER GRACIE 40 rOR , J BARS WELDED WIRE MESH SHALL CONfORt.I TO ASTM ....185 (ry t.lIN Of 70 kS,) lAP SPUCE 5lA8 EDGE BARS MIDWAY BETWEEN Co\'ULlNS AND J.lIN 12 -a" FROU ANY SH(ARWAlL HOLOOWN ALL LAP SPUCES TO BE 48 8.tR OWr.lETERS ""IN UNO CONCRETE GRACE: BEAUS THIO<ENED SLAB EOCES PIERS AND SPREAD f"OOTlNGS SHALl BE POURED ONTO UNDISTURBEO NArtv( SOIL WHICH IS mEE FROu /lNf t.I....TERIAL THAT WlU ADVERSELy AFfECT THE WIN AlLOWABLE SOil BEARING PRESSURE SPECIFIED ON SHEET I 9 STRUCTURAL STEEl REQUIREI,lENTS AU.. STRUCruRAl.. STEEL SHAlL CQNrmu.. TO AS1l.A AJ6 (Fy L1IN or 36000 Ps.) UNO AU BOLTS SHAlL CQNFORM TO ASTM A.JQ7 UNO BOLT HOLE DIAIolETERS 'SHALL BE 1/16" LARGER THAN NQU!NAL BOLT DIAMETER ALL INSTALLAnON SH.AU.. BE IN ACCORDANCE WITH AlSC ~COOE: OF STANOAAD PRACTICE" CAST-I"-PLACE ANCHOR SaLTS IF SPEC/flED t.lAY BE EITHER A.307 J-80lTS WITH STO BENU OR A36 THREAOEO ROO WITH" FUUY ENCACEO NUT E"'BEOI.lENT SPECIFIED ON DRAWINGS SHAU.. BE UEASUREO FROM TOP Of' J-BOLT BEND OR THREADED ROO NUT NO WELDING 15 REQUIRED ON THIS JOB 1D LICHT GAUGE STRUCT\JRAL STEEl. REOUIREUENTS AlL UGHT CAUGE STEEL Ft:W.lING ......TERIAl ANO ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EomON or THE AI.I(R1CAN IRON "NO STEEL INSTITUTE (.1.151) ~SPEC/FICAnONS F"OR Tl-tE DESIGN OF COt.O-F"ORt.iEO STEEL STRUCTURAl I.lEI.lBERS- ANY WELDING or WGHT CAUGE STEEL t.lEJ.lBERS SHALl. BE PERfORMED BY WElDERS HAVING A VALlO CERTlFIC....TE AND CURR(NT EXPERIENCE IN THE WELDING OF llCHT GAUGE STEEL CERTIFICATES SHAlL BE ISsuED BY ~ ACCEP1Ul TESTING AC;ENCY 00 NOT CRILL OR NOtCH I.lE"'BERS WITHOUT PRIOR APPROVAL Of THE ENGINEER ALL UGHT GAuer STEEL MATERIAl.. SHALl. H....VE .. SPEOFlED t,tINlUUI.l YlEt.O STRENGTH or 57000 ps, THE GRADE AND ~Tl.l SPEOflCATlON NUMBER SHAll. BE INDICATED BY PAINTING DECAL. TAGGING OR OTHER SUITABLE MEANS ON EACH UF'T OR BUNQt..( or F"A.8I:jICATtD ELEMENTS AlL UGHT GAUGE STEEL "'EMBERS WITH A F"LANGE WIDTH OF UP TO 2 S- SHAU.. HAVE "'IN FtANCE STIFfENER UPS OF 5/B- UGHT GAUCE STEEL I,lEMBERS WITH A F1.ANCE WIDTH OF UP TO 4- SHALL HAVE MIN fLANGE STIf1:"ENER UPS OF J/4R ALL F....STENERS IN LIGHT CAUGE UATERlA.L 'SHALL BE SPACED NO lESS THAN 3 BOLT DIAMETERS BETWEEN CENTERS DISTANCE ;RQu rASTENER CENTER TO THE END OR EDCE or ANY WGHT GAUGE MEUBER SHAU. BE MIN OF" 1 S BOLT DIAMETERS AU BOLTS SHAU. CONFORI.l TO ASTl.l AJQ7 ALL REfERENCES TO SCREWS CONNECTING MATt:R1AL THICKER TliAN 20 go SHAlL BE #14-20 SELF'-ORILUNC lEKS SCREWS DECIMAL THICKNESSES ACCORDING TO NOWINAl. CAUGES SHALL UEET OR EXCEED THE FOlLOWING GAUGE NO OEClt,tAL THICKNESS. IN 12 0 10~ 14 0070 GAUGE NO I. 18 DECILlAL THICKNESS IN 0057 0048 GAUGE NO 20 DECIJ.lAl.. THICKNESS, IN 0036 11 STEEl ROOF' ANQ WALL PANELS (CLAOOING) LIGHT CAUGE STEEL Roor ANO WAlL PANELS SHAlL CONFORM TO THE SPECIFlCATlONS OF TliE srffi DECK INSTITUTE AND HAVE .... I.IIN YIELD STRENGTH OF 8000D ps. DECIMAL Tl-ttCKNESSES ACCORDING TO NO"'INAl GAUGES SHAlL MEET OR EXCEED THE FOLLOWING GAUGE NO DECIl,lAL THICKNESS IN 22 0 0299 24 002J9 GAUGE NO OEOUAl.. THICKNESS IN Z6 00179 28 00149 GAUGE NO 29 '0 OEClU....L THICKNESS IN 001.35 00120 SEE DETAILS H/2 AND 1/2 FOR ROOF AND WAlL PANEL FASTENER TYPES AND SPACINGS STRAP TYPE ENO SCREWS I 5" X 16 STRAP J 14 REWS - x 16 0 STRAP 4 14 SCREWS 15- X 14 STRAP 4 14 SCREWS 2- x 101 0 STRAP 6 101 SCREWS ClEARSPAN FR.U.lE~OR X-BRAeINC STRAP (SEE ENOWAlL) COLlAIN Ol:j ME"'BER SCHEDULE RAn'ER OR ENOWALL ABa\/( F"OR STRAP TYPEl VERTICAL MULlION ..nAeH TO OUTSIDE FACE or COUIUNS ANO UULUONS ANO TOP 0; RAfTERS WITH 1 OF ENO SCREWS SPEOFlED ABOVE OUTSIOE FACE OF ..T EACH STRAP f'OUNOAnON N<I.OI "-+ ~ OR WALL C1RTS ~ t ~ NOT!S 1) CONNECT STRAP AT TOP OF ADJACENT COLUI,lN OR RAFTER IN SMlE I,lANNER 2) INSTALl OOUBLE STRAPS SIOE-BY-SIQ( ROOF & WALL OWG NO M X-BRACING CONNECTION 587 ~jNSTAlL WAlL SlOlNG SCREW ADJACENT TO STRAP LOCATIONS "T BOrrow OF "'''' PVRuN ROOO' P\IRuHS """ PURUN U1fIl 1~" x 16 9Q STlW' AT IHSlO( fLANCE: OF" GIRTS fRO/Il l"ON TO EAve; PURUN OR (NOWAU. IW'TER (stE ELEVATIONS FOR LOCATJONS) Wf1'H 110 "'IN SCREW..T rACH GIIU AND 1'0 EAVE P\M.lN OR ENOW.-u,. RN"TtR /BEHO OYER ClRT Sm.AP ANO ..nACH 10 C~CRETE l"ON W1Tl-1 l/r 0lMI x 25- LONe PO'Ii9S WEDC(-BOlr N40f0$l (OR (DUAl) WITHIN 1/4- cu:M TO BENa ~ If' WAll StlW> CAHNOT Bf" COHTlNUOUS FlmIoI FUN 'a (Ave; BECAUSE OF" DOOR OR W1f\1OOW US( 2-UCCED n.'\"iIRACIHC .......t(RIAL PER [)(TAll l/2 IN UEU Of' Snt4P NI GIRT AND PURUN I.OWG NO FLANGE BRACING PGB 8- Cff 12 90 COUJW<_ ffi:n ,. BENT PLATE (2) 5/8- OIAW ....JQ7 BOLTS AT 4. OC W~~NI." 1190 BENT PLAT( (2) 518" Ql.U.4 AJ07 BOLTS --'\\ AT ," OC k;J. ~ ~ ,;"~~ (SEE SCHEDULE ABOVE FOR SIZE AND TYPE) NOTE. CENTER ALL BOLTS ON BENT PLATE LEGS ~t 1;) h NOTE (2) CONCRETE ANCHORS PER BRACKET ....T 4' 0 C (SEE SCHEOVlE ....eOVE rOR SIZE ANa TYPE) CENTER AlL BOLTS ON BENT PlATE LECS sl BASE CONNECTION I BC10l sl BASE CONNECTION I BCES ~Q" i~~.~.>' ~ Qfi~~\ i I~ 0, I { (~ " ....Z;tI: "0. , . iii :l!\ mn ~,'#' ~'~~i$' . ",s/ONA\.. ",.~ I ["Pore, 1031-2005 I u~ c . - " til3tn ~ c\f)U)Cl'" L-U-()Ifllfl ~ >r- 11)~ ~ _ U" il ..0 ~ ~~ ~-i) O"\O() ",m c ~ ::n- () lU ~~~~ 't" IL \l ~ X ~"<j"UI <<: III <0 ll. -{~ ~ ~" :::::s:::Cf) 0<.9 <(Z cno I-.....J =>- O~ ~/C3 u z ~ - lXl Q E- ....:l ~,? o ,,~ NS::'2 "'en'" NZN X ,<( OZ::::; lDW<( ooc 0:;;:1- a. <(en (.J::J <( ~ (j) <.9 o -.JZ cn- r- -.J<( W-.J W-.J r-<( (j)<.9 -.JW ~u Ull: -::> 0... oc 00::::: <( - 00::::::: ~(f) ... (f) :J>-W W ~ ,:;;: ~ a: --' <( 0 tiOZ <( _ lD lD o Q 0 ..., <C ~$: (/)(1) IW I--l ",W T'"C> .2 $:<C LOI- 00:: "'0 a.. ORAWN JU CHECKED sml DATE 7/27/2004 JOB NO UOAS208 2 s~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 12\ EAST 5TH STREET. PORT ANGELES. WA 98~()2 Appllcation Number Appllcation pin number Property Address ASSESSOR PARCEL NUMBER Application type descrlption Subdivision Name Property Use Property Zoning . Application valuation 06-00001287 Date 12/05/06 701309 305 W 13TH ST 06-30-00-0-3-7795-0000- ELECTRICAL ONL!",'. " ~ , RS7 RESDNTL SINGLE FAMILY o Owner Contractor GALLATIN MAURICE DANIEL 305 W 13TH ST PORT ANGELES WA 983627607 PENINSULA ELECTRIC 761 FRESHWATER PARK RD PORT ANGELES WA 98363 (360) 477-1764 Permit Additlonal desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date . ELECTRICAL ALTER RESIDENTIAL PEN EL / MTR. REPAIR 91744 PENINSULA ELECTRIC 36 30 Plan Check Fee 12/05/06 Valuation 6/03/07 00 o ~ (jJ ~ I I r l;J II) I lI\ n i I Qty 1 00 Unit Charge Per 36 3000 ECH EL-R OR RM REPAIR METER/MAST Extension 36.30 Fee summary Charged Paid Credited Due -.-----.....- - ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 36.30 36.30 00 .00 Plan Check Total 00 .00 .00 .00 Grand Total 36 30 36 30 .00 .00 ,'om 1 att~r,l'!'. .... .........-~~--- r r V cd U do t..!hOlJ ",. . .."'~. -__.._- ~: .4.~. . COMMENTS/ACTION NEEDED '. <t,~~~ ;..., t1i ," '. - .-;-......... ;-~. * -. .....,..........-, . \ .~. .It:it.. . ' .~.., "\'"'''~~'''~~'____''''''-''''''-""f~-_' ~H ,.t ELECTRICAL PERMIT INSPECTION RECORD CALL 4174735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COJlER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC'J10N TYPE DATE I ACCEPTED COMMENTS r YES I NO lJITCH ROU{jH~/\"uV~K SERVICE FINAl 1)..l-o(".I..k...(, GENERAL COMMENTS: PW-U02.1514'96J ir; \!;!! CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 EAST 5TH STREET. PORT ANGELES. WA 983Cl2 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER. Application type description Subdivision Name Property Use Property Zoning Application valuation ........... 06-00001220 "'. J"'''::''''' Date' '11/27/06 981920 305 W 13TH ST 06-30-00-0-3-7795-0000- ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY o Owner Contractor GALLATIN MAURICE DANIEL 3'05 W 13TH ST PORT ANGELES WA 983627607 PENINSULA"ELECTRIC " 761 FRESHWATER PARK RD PORT ANGELES WA 98363 (360) 477-1764 Perm~t Additional desc Perm~t p~n number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL PEN. EL/ 2 CIR TO GARAGE 90407 PENINSULA ELECTRIC 48 10 11/27/06 5/26/07 Plan Check Fee . . Valuation . I" ~. .>" ,""'.'>"""~~'h .'" .-:';;.~,~ ' '; >' ". ._,.. -"-' '. ',:':'" "t.,,' . Extension EL-R-OUTBD/DTCH GAR SEP 48.10 00 o \}.\ o lJ'\ Qty 1 00 Unit Charge Per 48 1000 ECH Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48 10 48.10 .00 .00 Plan Check Total .00 00 .00 .00 Grand Total 48 10 48.10 .00 00 ., .#.__.~. T-:'~ '" '1j-!:' '.f' ,. ~-,-, ..'11 ., ~l> lot .~ _..-- _._. . '. " .. CP"T'NT C;" fliP', JE \ G (}. I ~ ... I I ,t! EL ,\!c..'j',U~> .:..QR; T1.t1 ~~;~,~''tii '~_..-....-~~__. .;., "N ....-'V, 11l 1" --- If COMMENTS/ACTION NEEDED ',"" , ,c 4 .)~ lw-.... . .............~_.- - .......~.-....-. ELECTRICAL PERMIT INSPECflON RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS I YES I NO IlIT. :H /1- '--fT' L_l ~~ III II II TH~ I COV~K ~.t..K V ICE 1/2.-1-4l'. I~ I GENERAL COMMENTS: PW-II02.1'I4'96) liElZ~fBEA CITY OF PORT ANGELES DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A ~8~ PERMIT NUMBER . TOTAL FEE ;)j).~ Kt.'S CONT. Lie. NO. TIME TO COMPLETE NO. STORIES LEGAL OCCUPANCY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT Owner's Address PEAMI:-S WITH WRONG ADDRESSES ARE Ct~C~ (d Installation By ~ {V'~J.J.4--' Installers Address Day Phone Installers Phone Application is hereby made for Permit to install Electrical Equipment as follows: r..pt r-" .....1 2tFo ~" , j' 'UU/ I c~ Wiring Method . AMP 240V NUMBER AMP ,120V 24QV USE OF CIRCUIT NUMBER PEA 120V 100R FEE USE OF CIRCUIT PEA 100R FEE CIRCUITS CIA '" 30 CIRCUITS CIA '0 30 LIGHT SIGN LIGHT 50 VOLTS ,/ OR LESS CONVENIENCE ~ MOTOR CONVENIENCE ::M;J WI ~/ftt/ ~,A/4t'l' APPLIANCE A.//l II " ~CI/l1 ~ W DISHW~SHER , FIAE ALAAMS . DISPOSAL BURGLAR ALARM RANGE MISC. OVEN WATER HEATER , LAUNDRY DRYER REINSTALLATION LIGHT FIXTURE # FURNACE SUB TOTAL FEE GAS - OIL FURNACE ENERGY FEE ELECTRIC BASIC FEE ELECTRIC HEAT I TOTAL FEE ELECTRIC HEAT SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER A.C. UNIT AMP PHASE FEEDER SIZE OF SERVICE ENTRANCE CONDUCTORS SERVICE A.W.G. . I SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permit will be done by the installer and in conformance with the N.E.C. Electrical Code. Date Application made ,19 By CONTRACTOR OR OWNEA (OR AUTHORIZED AGENT) Permission is hereby gjven to do the above described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of t e City of Port Angeles. ~CT OF J-/J-/f7 t . Date Permit Issued By PLANS A Notify Department of City Light by Street Address and Permit Number when ready for inspection. Work,must not be covered or current turned on before inspection and O.K. for covering or service has been given by Inspector in Writing on Permit Placard. A.. Permits Phone: 457-0411 Ext. 158. WARNING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER _ WHITE. Original CANARY - Duplicate PINK. Triplicate WHITE CARD. Inspector's Report OL YMPIC PRI~_T..':RS. INC. REPORT OF INSPECTOR DATE OF VISIT MADE BY REMARKS " . . ., , " , " . " - " " .. " ., " O.K. FOR COVERING . O.K. TO CONNECT SERVICE 'l 14 /1{1 j lilt- : " FINAL O.K. -, '" I . z o II: <C :!E !!! :I: I- Z W . l- e z e c . j ~_. CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N~ 18005 /~ 1'/ Port Angeles, Washlngton...........................................__................., t;:-",'/ 19.:'..... In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to do electrical work as listed beiow. yO') (if / ~ I~/ ' -..L- ~:~Esi~~::i~~;::~~~;~;;!.:12~~~~::~~ii_i::::..:~~:~~~>~:~:~:~~~~~~::.:.::~::::::::::::::::::::::::::::::::::::::: /"0 -) (".'C Service, volts .......~nm7~:...:.........-.....n Light Outlets..............................._.._..... Receptacle Outlets........._______............... Dryer, KW......nh._u...__..._nn.____...__...__ No. wires .._~.__................_._::..___... S' . f/1" ,- ~:;n :~::s~::::~:::;;:::~:::~!:::::~:: Range, KW.___.nnn_........_________ Water Heater: , ~ Enclosure ______...............________ KW................................... Type of wiring: Entrance Cable ......___nun______........ Heat: KW............._n..............nn_nnn...n.. Motors: size, volts and phase: Rigid Conduit ................ Metallic Tubing ..._....___ Current transformers: No. & Size....................m.h.. Ser. NO....h.........................n.............. Ser. No. ............................................. Ser. No..................__........................... Total Load....................___...... Ser. No. ................._........;....h........... Remarks: mnhn~u____:u.m::...~~.fh.nu____u____.::~:.~.__t.u.!.:::::..___:~nm~m.m.mn......m.mm__mnn_..uunnm..m.......m Type of Wiring: Armored Cable .............___..m......... Non.Metallic ................................. Knob & Tube.................................. RIgid Conduit ............................... Metallic Tubing ...___..................... Raceway ......................................._ Circuits, Light....................................... Utility............................................. Heat ............................................... Range ............................................. Water Heater ............................m Motor .n.................__....................... Dryer.................................................. Furnace .........................._................... Total....................................... ._...............u.....n....__.nn.nn..n...nn.._...un.............n.._....nu..u....n............._........_......un.n.......__.__u._...n................... m__...................m__..__.....................m............__...................................__..__....7.--.2...;.............................................. Penuit Fee.. Treas. Receipt r- </~ _ / /3.-5?-.v !, I,' / I' /.' /, '/'" $...................................... No..................______.___. By ......::..L__!............~..........m.;..!..:.......'__..:..:.~.-::: NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con. cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INl;lPECTION -~) '~;f~'>> / ELECTRICAL PERMIT N~ 18005 Address.....:.....,........................................n...................................................................................Date..._......_.............................._................. Owner ..................................._........................................................................................... Tenant.............................................h..................... Wiring Contractor........................................ ...................................................................,..............By.............................................................. NOTICE-Current must not be turned on until Cert1f1cate ot Inspection has been issued. If work is to be con. cealed due notice must be given the Inspector so that work may be inspected before concealment. 1M Olympic Printers, Inc. , CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . INSPECTION REPORT. . . . . . . . . REQUEST: Date '1- '3 -0, Time Z. .,1", Received by D.e "'-"'I'", r:::.- (phone, person) Location of Work to be inspected 3 O~ ,w - 13-fi.::. Name of person requesting inspection i1e Y1 YI'-S L . Address of person requesting inspection Co r f VA ref Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Plumbing Final Phone No. f/7 -tf8 '-19 Permit No. . Sewer Excav. Oth~ +0.......... INSPECTION NOTES: Inspected: Date 4- ~ 3 - 07 Time Remarks: '{(eJ/1etJe..d ::s-e.rIlIL~ ,f(~ ~/'-f" P-E... +u hI:" :5 PM ..p r <> """ By iJe" >t' S ~. WI.."'-.;.... -to ~e.. + e....J w,~fL-. RESTORATION REQUiRED...... YES NO K ~ ~ ~ f""l Z-" cz::. ~<t5~ Zrf).up ~ 13~ sf We.S-t "- III ~ ~ \j SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel o Repaired by City [] Repaired by Permittee [] No Damage Found [] Asphalt [] PCC 0 Other Work Order # 303~b-1 1;,3 [] COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT (DATE) " ELECTRICAL WORK PERMIT APPLICATION ~ Job wired by Electrical Contractor DOwner Installation description Q Commercial Residential J Date Expires " DNew o Altered/Addition \tA ~ . State ZIP rll'')..",;?,f1 \,00... '1b:Xo "3 FAX number ~RJI\I(, ,-.It ()\)Q,i(. U oA ~ ~ -l~J\Q.J * .2CX") ~ VV\Jl~ l .r,-.-.-". ~ Premises owner's name Mo..u":"~tQ. \:J(,-~loJ'~'\I\ Address of inspection .30'3 v.> \. "?, T\... OS\- C.i,U:.. ~f\ "",Ae.t.t., \i..:L. Phone number to s hedule insp ction: &,0- Q03{o "l Owner as defined by RCW19.28.26/:(I) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Q\.vner is required to hire an electrical contractor if above said property is for sale. rent or leuse. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in co'mpliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications. Signat 0 ownenelectrica contractor or electrical administrator \. ~ Date: \ l-30'O<o D Cash D Check # D Credit Card Card # Visa Mastercard Discover Expiration Date of card Inspection fee $ 3(",.30 Service Information Electrical Loa Additions and or subtractions o NO LOAD C ANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan-Wall KW o Overhead Service o Temp Service o Underground Service Voltage PhaseD1D3 Service Size: Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 / ROUGH-IN THERMOSTAT SERVICE DaCe i\ppro\'cd By Dale Approved By "- Dale Approved By FINAL DITCH FEEDER I /2-;; /~ {; A -= Dale Approved By Dale Approved By "- Dale Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector /leU /. /<-I/oL / I ELECTRICAL WORK PERMIT APPLICATIG."f "',-'---y ~ctri:a] contr~ctor name i _. ~~W\ c,w()- ~l<-u-I(<- Purchaser's mailing address t\"\ ~r.v;,k \UJ~ C;tY--;---, J I-"o..-\- ~ L<.. Telephone number Y..-,O - - ( License number r~~\,\~Cjl{eo; Q..k Date Expires lo.6-oe, Installation description / o Commercial ~esidential ~ew 0 Altered/Addition Job wired by lectrical Contractor 0 Owner State ZIP W,_ q ~~ ,{" :? FAX nUlpht"r "1AJ~~J 9..- ?-O~ Df W''-<( -<-- c...~l~ (.'-0J,o:, . '-, "-. ;..~ ~r~ ises own-er's Dams _ III r' _ c. ",""\lA' \.9u...\: ev"-"," ~:3r()Snspett;\3 ~ s+- ~c><' t ~.J.J.+ \.J~ q ~ 3(0 ?-- Phone number to schedule inspection: 3 0" -' Owner as defined by RCIY.J9.28.26J:(I) Owner will occupy the strucrurejor two years after this electrical permit is finalized. (2) Cftt'1lcr is required tu hire an electrical contractuI' if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Spccificaf Signat o Cash 0 Check # 9'6edit Card Visa Mastercard Discover Card # Date: I(-d-.-O Expiration Date of card Electrical Loa o NO LOAD o Baseboard o Furnace o Heat Pump o Fan-Wall ditions and or subtractions NGES KW KW Ton LAR KW Service Information o Overhead Service o Temp Service o Underground Service Voltage PhaseD 1 03 Service Size: Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ,,- ROUGH-IN '\ THERMOSTAT ,,- SERVICE , Dale Approved By Dale Approved By Dale ApprovcdBy./ ,,- FINAL ilh_ Dffal FEEDER I;; ~ k/... k.0 . /_~L . ill "- /Dal' Approved By ./ o , "- Dale Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector y/) I If', 10& " ~ ~ , ,~