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HomeMy WebLinkAbout1960 LA COSTA AVE; ; CB961835; PermitCitv of Carlsbad COMMERCIAL TENANT IMPROV Permit No: CB961835 Job Address: 1960 LA COSTA AV Status: Permit Type: CTI Applied: Parcel No: Lot#: Approved: Reference No: Issued: PC#: Inspect Area: Project Title: 1070 SF STORAGE BUILDING-METAL W/ELECT OUTLTS,LEUCADIA COUNTY WATER DIS Applicant: Owner: R.D. ENGINEERING 1660 N MAGNOLIA EL CAJON CA 619 562-2255 00130104993 )Strong Motion Fee LEUCADIA COUNTY WATER DIST Ji $5.00 '. ' ------------------·-~ ----- ;00136104221 • .Building Permit $243.00 ! --- $20.00 I ' . 00136104223 1* ELECTRICAL TOTAL ·00136104885 : Plan Check 31000005541 :31000005541 ------' \..--------------$35.oo ; 43000005541 (TIF l s~3.00 I 43000005570 ,Enter Bridge Fee 'i ., $44.00 ; ----- C FINAL 09/24/1996 11/05/1996 11/05/1996 Fees: : ' $53ioo-! Additional Fees: $0.00 ! Total Fees: '. $538.00 Balance: $0.00 : 0_ YJ-1:__ I ~ -> t:;··~T7 · ~ :::> ·,ri. ' . B U I 11/05/9~. 09: 19 Page .. 1 of · :t L D I N G .P. E R N I T Job Ad<:'iress: 196-f.) LA COSTA AV ·.Suite: Permit.· Typ1? : COMMERCIAL TENANT -IMPROVEMENT Parcel No: Lot#: . Valuati·ori: 23,540 Occupancy Group: Desciiption: 1070 SF : · W/E:LECT Reference#: STORAGE BUILDING-METAL. OUTLTS, LEUCA~iIA COUNTY WATER DIS Permit No: 'CB96183:, Project No:· ~':16021:>SJ . Development ·N·o ~ .. . ·: ,. · 0774 11./05/f6' 001).1. 01 . 02 C-Fri:fiT . Status: ISSUE;D Applied: (19/?4/9-6 .. . Apr/Issu,::'!:. 11/05/:3'6. Entered By·: .. RMA Ar:ipl/Own.r R.D, ENGINEERING 11560 N MAGNOLlA EL CAJON CA 61.9 562-225~ . CITY OF-CARLSBAP .. 2075 Las Pru.mas Dr., Carl&bad,.CA 92009 (619) 438~1161 . · ~~~ ( ,z.__oO , ~~ ~(CG p'°.cO PERMIT APPUCATION PLAN CHECK NO. ( ({ 3.S-- City of Carlsbad Building Department 2075 Las Palmas Dr •• Carlsbad, CA 92009 (619) 438-1161 FSr. VAL I (f, < -,,c;v PLAN CK DEi?oSIT 1 1. PERMIT '1YPE VAIJD.BY --------,11r-:4_ DATE From list 1 (see back) give code of Permit-Type: ___________ _ For Residential Projects Only: From list 2 (see back) give 989'7 09i24/96 000.1 01 02 ~ode of Structure-Type: _____________________ _ Net Loss/Gain of Dwelling Units __________________ _ 2. PROJECT INFORMATION FOR OFFICE USE ONLY Address \ 9bO LP-t C,c.)~A AIJ'E, Bu1idmg or Suite No. Nearest Cross Street \...A,. Co-:,,-P.. <\. 6-L..Q\M.\~~~ LEGAL DESCRIPTION Lot No. Subc!JV1s1on Name/Number B,l5L\ c,. A~~Y-1 OmtNo. CHECK BEIDW IF SOBMrl'l'Eb: IJ 2 Energy Cales a 2 Squctural Cales C 2 Soils Report [J 1 Addressed Envelope DESCRIPTION OF WORK ~pe -~~(:,\N~Q.c.t:> l,>,,*'t"'P-TI.-~ e:._,'-,Ch~ t.- SQ. FT. # OF STORIES 4. APPLICANT li!CUNTHACTUR NAME (last name first) o AGENT POR cON'I'MCIOR ADDRESS CITY STATE ZIP CODE DAY TELEPHONE s. PROPERTY oWNmt · · . Phase No. # OF BATIIROOMS Sb2-2-2..S"S EYT &7 2o/ . 2, NAME (last name first) L,t,x.o.o,A CoutJ Tl-'\ W~n. Dl":> r ADDRESS \9t>O I-A Gi:.-,,.~ A..J ~, CITY ~S ~ STATE f2A. ZIP CODE 9ZO::> .9. DAY TELEPHONE 7 5 Y O \ S'S 6. mN'l'RACIUR If"") 0 C --. /66 0 N /'A.A . L' NAME...(last name first) I~ • ~( tl"'~fHV-..) ADDRESS 'rr1'4€,-/V0 · i/-3-~ LP'l-"\. s1ttvcI'1~ ~~ r: J <'*"'I'.., c-c--,:;:-_-·I CITY STATE ZIP CODE DAY TELEPH5rl. 1 GI 'i. ..:> '\;) v "2-"2.. ., ~ t:....f'I 2- <£,,( ~ JI\I ,,.~-£A~ uc. # 5'1 t:, 'fJjENSE cIASs It-8 -' ... 8 ~ITY BUSINESS uc. # ast name 1rst DAY TELEJ?HONE SIGNATURE DATE s. oWNER-BOilDEil DECLARATION · Owner-Builder Deciarauon: I hereby afhrm that I am exempt from the Contractor's license Law for the followmg reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the OWI)er-builder will have the burden of proving that he did not build or improve for the purpose of sale.). D I, as OWI)er of the property, am exclusively contracting with licensed contractors to construct-the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects CJ with contractor(s) licensed pursuant to the Contractor's license Law). · I am exempt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires-a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS sEC't1oN FOR NON-RESIDENTIAL B01LD1NG PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25595, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? C YES Ef NO Is the applicant or future building occug;.mt required to obtain a permit from the air pollution control district or air quality management district? DYES B NO Is the facility to be constructed withinl,_900 feet of the outer boundacy of a school site? C YES llJ'NO IF ANY Of TIIE ANSWERS.ARE YES, A FINAL CERTIFICATE OF CXDJPANCY MAY NOT BE~ AFTER JULY 1, 1989 UNLESS TIIE APPLICANT HAS MET OR IS MEETING TIIE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND TIIE Aill POU.UTION OONTilOL msrrucr. 9. CbNS'IROCnoN LENDffiG AGENCY I hereby afhrm lhat there IS a construct10n lendmg agency for the performance of the work for which this permit IS JSSued (Sec 3097 (1) C1V1l code). LENDER'S NAME µ h,..-LENDER'S ADDRESS fJ ~ ~ . 10. APPUCAN I CRkraiCAOON I c:eruiy that I have read the apphcauon and state that the above mtormat1on 1s correct. i agree to comply with au city ordinances anct ::itate laws relating to building construction. I hereby authorize representatives·of the City of Carls,bad to enter upon the above mentioned property for inspection purposes. I AISO AGREE ID SAVE INDEMNIFY AND KEEP HARMLESS TIIE Cl1Y OF CARL5BAD AGAINSf AIL UABILITIF.S, JUDGMENTS, CDSTS AND EXPENSES WlllCH MAY IN ANY WAY A<XllUE AGAINSf SAID Cl1Y IN OONSEQUENCE OF TIIE GRANTINGOF TIIlS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. J,:xpiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the · building or work authorized by such permit is commenced within 365 days from the date of such permit or if the building or work authorized by such,P,Crmit;;iscsus~h.deg'"ONtba · e after the work is corrim ced for a period of 180 days (Section 303{d) Uniforpti31,1i~py).0 / AfPLICAN'f!S,SIGNA~ . , VAMA.l?A . DATE: ' -7.(:, ·---&"""'------""'--. ----.:_ PERMIT# CB961835 DESCRIPTION: 1070 SF W/ELECT TYPE: CTI CI'rY OF CARLSBAD INSPECTION REQUEST FOR 03/05/97 STORAGE BUILDING-METAL OUTLTS,LEUCADIA COUNTY WATER DIS STE: INSPECTOR AREA PY PLANCK# CB961835 OCC GRP CONSTR. TYPE IIN LOT: JOB ADDRESS: 1960 LA COSTA AV APPLICANT: R.D. ENGINEERING CONTRACTOR: PHONE: 619 562-2255 PHONE: OWNER: REMARKS: MW/BOB/,562-2255Xl5 SPECIAL INSTRUCT: TOTAL TIME: · -~~ •-RELATED PERMITS-- CD LVL DESCRIPTION 19 ST Final structural -29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical PERMIT# TYPE CUP00130 CUP ---: --------------'-~----------,- . . . -----------------------'------~-------------'-..a..-- PHONE: ,? /- INSPECTOR -~<f)----,'l;('M _______ _ STATUS EXPIRED ACT COMMENTS ***** INSPECTION HISTORY***** DATE 121996 121896 DESCRIPTION Ftg/Foundation/Piers Ftg/Foundation/Piers ACT INSP AP PY NR PY COMMENTS @AGRA Earth & Environmental AGRA Earth & Environmental, Inc. 16760 West Bernardo Drive San Diego, CA 92127 -Tel (619)487-2113 Fax (619) 487-2357 OBSERVATION OF FOOTING EXCAVATIONS Date: __,__/ 2_,,_t.:....:...,'/7~/(,-'-b __ ----,,-___, I I Job No: _·.....,t_·-_J_5;;_;J.._-_:2_&_!7_cJV ___ _ Plan File No:-------------- Project Name; S-ro.£4-Gtr' VV!l Dt.AI G- Address: i,:uc.-4:DIA C <POA,l'"f-Y WAri?R J>1S,/clC, 1yo Lzus:724 h. r . - The undersigned representative of AGRA Earth & Environmental has observed the completed footing excavations at this date for this project. Except as noted below under remarks, all footing excavations were in satisfactory soils in accordance with our report dated /lt.,;;/ff _____ . The observation pertains only to the geotechnical conditions; the width and depth of the footings must be approved by ___________ _ At the time of our observation, the excavations were free of loose or disturbed materials. Loose material entering the excavations subsequent to this observation must be removed prior to placing concrete. Remarks: Gar:td/G-£><C.A-i/A:7io:1.IS 4l?Wd4 h(/ FIR41 l)JE"t.MA-te ~,144710,A/. S-grg/(41., -Sv#l Ps: /IA J/r J'EW 4;)YA-#Cli:D iJREf,EI? ·r11(AA/ 4-D.::S-A-CEA/T . &·cA-v~Tlp&I &rrrc;:u1s To. C()t.LJ£cT S'~£?Atfi'" tcJA-TER. zl~ il C~c{ /7?~ AGRAEARTH & ENVIRONMENTAL REPRESENTATIVE c:\forms\ftgexcav.frm Engineering & Environmental Services ' .. '· ·,. ('(PJVC-(l: )-0/1() (ll) 1 : ll'tl~ r1.n. ftJ(-1TrJ1rnTNG; P<ll-Jt' 1 OCT-10-1996 15:31 P.01 ,, LOIS HUMPHREYS ~· DAVID KUUHIH Direttor HAINE SUWVAN Dfrtrtcr JUDYHAHSON Dirldor All.AN JUUUSSEH Dlrecror TIMOTHY JOOIEM Ge!lfral Ma/lilger October 10, 1996 Carlsbad Building Department 2075 Las Palmas Drive · Carlsbad CA 92008 Dea:r Sirs: Post-it" F~ Note 7671 To Phone II ¾, z .,,. 'l z 5" 5 Phone~ In regard to our planned building (please see attached plans and permit application), we tifOUld like to t~ke this opportunity to explain the circlll'IIStances. This new storage building is a replacement for an old building which was removed prior to this project. The old building was approximately 2000 square feet, and the new one is about 1050 square feet. The new storage building will occupy the same site as the old building. It is designed to function as storage for pipe, pipeline construct·ion ma.ter.-ials, and emergency response equipment. This building will not be occupied by personnel at any time. If there are any questions, or further information required, please feel free to contact m.e at LCWD offices: (619) 753-0155, x-3010. ~~ Denis Pollak District Superintendent Di§tricl Olfice: 1960 Lo Cosio Avenue, Cmlsbad, ~ifonia 92009,6l!IO • (619) 153-0155 • fAX (619) 753·3094 TOTAL P.01 ., OCT-15-1996 16: 15 • •• ,J· KLEINFELDER 619 541 1645 P.01/01 / . ·~ .. FAX···FAX •FAX• FAX • 'FAX • FAX • FAX • FAX •. FAX . c~~ <..e~~ '\.JJ~t.r- Project Number: ~-----·~·--Project Name: ~r:c;; k J l;.:¼::r5=4 L Q\.~, To: io~ ... '-.c.l~':':'=x -s:...,...._,C-!::<--\-.:C!--'O~,\F_ro~: (k,._ ~,-.,...g re= (person) ~ (person) c_.::g Cl~ ~\s.½c-J (compa y) Kleinfelder, Inc. (acld.res.s or braneb office) 9555 Chesapeake Drive, Suite 101 San Diego, CA 92U3 (619) 541-1145 (619) 541-1645 FAX crax number) Date: ___ ...,._ \t>-'---~-\ .,.,$"_-_. -~--=4c..._ ___ _ Original will follow D Time: ____ 4_· : .... o;;-=2...-,...~___,;.----~ Original will not follow c;:J/' Total pages: __ ,.,,.l~~---~--- (including cover sheet) Sentby: ~ Instructions/Remarks: o v..r s~ \ : ....... (. f Le...~ \ \. \ ~ • \ \ I i • -\ \ -:...~-C.-~:::t':;...,... ½o I , ........ 5--. '-1\ £.\.%,,,= """' .\ · ..., ' c....r ..... \\ ---. ' -! Q\.A. t . I r ...... If there are problems regarding this telecopy, please call: (619} 541-1145. { -.. ~ - Ill KLEINFELDER TOTAL P.01 DATE: 11/4/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1835 EsGil Corporation Professiona{ PCati ~view 'Engineers SET: II PROJECT ADDRESS: 1960 La Costa Ave. ' . "~-' -'.·,::' n 1,~ /•, > D APPLJ,GANT ca: JURIS. ~ 0 FIRE ·CJ PLAN REVIEWER ··o FILE PROJECT NAME: Le:ucadia Water District Metal Storage Building D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's*********** codes. •· The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department .staff. D 1he plans transmitted herewith have significant deficiencies identified on the enclosed check list and .should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed .for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: • l;:sgil Corporation staff did not advise the applicant that the plan check has been completed. D · Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted· Date contacte~ (by: ) • Telephone#: • REMARKS:(j) City is to verify that the existing on site disabled access facilities comply with the current state standards. 2. Revise detail 8/2 to show a min. of 2-#6 T & B in the footing per the revised design calc's .. By: CHUCK MENDENHALL . Enclosures: Esgil Corporation O GA D CM O EJ O PC 10/25/96 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: .10/8/96 JURISDICTION: Carlsbad PLAN CHECK NO.: 96-1835 EsGil Corporatlo.n Professional Plan !R..f,view 'Engineers SET:I PROJECT ADDRESS: 1960 La Costa Ave. PROJECT NAME: Leucadia Wate.r .District :Metal Building CJ APPLICANT ~ CJ FIRE CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have beeri corrected where necessary and substantially comply with the jurisdiction's *********** codes. D The plans transmitted herewith will substantially comply with the jurisdiction's ********** codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete reclieck. • The corrections attached are transmitted herewith for your information. The plans are being held at Esgil Corporation until corrected plans are su.bmitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdicticm to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: RD Engineering Const. Inc., Att,n: Chuck 1660 N. Magnolia Ave., Suite "A'', El Cajon, CA 92020 • Esgil Corporation staff did not advise the applicant .(except by mail) that the plan check has been completed: D Esgil Corporation staff did advise the applicant that the plan check has been completed. D REMARKS: By: CHUCK MENDEN~ALL E$gil Corporation D GA D CM D EJ D PC Enclosures: 9/26/96 trnsmtl.dot · 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 CITY OF CARLSBAD PLAN REVIEW No. 96-1835, SET I . DA TE: 10/8/96 NOTE: The items listed below must be corrected before the city can approve the plans for permit isuance. Submit two sets of plans and comments to show compliance. 1. Not~. on the cover sheet of the plans the following.: A. Use of the building B. Area of the proposed C. Type of construction 2. Show on the plans all required exit doors from the proposed building. Doors must be a min. of 3'X68 • 3. Show on the site plan the distance of the building to the existing embankment. 4. Show ·on the plans compliance with the disabled access requirements for this building. See the attached list for specific requirements. . 5. The foundation plans do not indicate the length or embedment of the anchor bolts. The steel building plans indicate that the bolt embedment is to be determined by the foundation engineer. 6. Include as a part of the foundation plan the design embedment of the anchor bolts. 7. The uplift is designed to be resisted by a combination of the spread footing and the slab. Include in the design the ability of the slab reinforcing , #3 @ 24" OC EW, to resist the uplift force. It appears tAa the #3 will not be sufficient. 8. Foundation detail "A" on sheet 2 of the plans shows the slab is reinforced with #4 bars but the slab plan shows #3 @ 24" OC. Please clarify. 9. Spec.ify on sheets E4 & E5 of the steel building plans the thickness of the continuity plates at the haunch and peak connections. 10. Include on the steel building plans a note that special inspection is required for the installation of the HS bolts. USC 1701.5.6. Provide.a special inspection program as required by UBC Section 106.3.5. Include the name of the inspector or firm that will perform the inspection and the duties of the inspector. If you have any questions regarding the items listed above or on the attahed sheet, please call Chuck Mendenhall at 560-1468. pEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE .24 DISABLED ACCESS:-REQUIREMENTS The following disabled access items are taken from the 1995 edition of California Building Code, Title 24. Per Section 101.17 .11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities as follows: (1) . Any building, structure,, facility, complex, or improved .area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which are made available for the public, clients, or employees in such accommodations or facilities. (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such 1;1ccommodations. • SITE PLAN REQUIREMENTS I. Clearly show that the site development ar:1d grading are designed to provid.e access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb-ramps, stairways and handrails, etc. II. Plans show that more than one building is located on the proposed site. Accessible routes of travel shall be shown to be provided between buildings and accessible site facilities, per Section 1127B.1. • Dl~ABLED ACCESS PARKING SPACES I. Revise site plan to show compliance with the required number of accessible parking spaces for new facilities, ( or at existing facilities where a change of occupancy occurs). Per Table 11 s.,7 the minimum number of spaces is: A 1 for each 25 spaces up to 100 total spaces. I. Revise site plan to show that accessible spaces comply with.Section 1129B.4.1 as follows: A Single spaces shall be 14'0" wide and outlined to provide a 9'0" parking area and a 5'0" loading and unloading area on the passenger side of the vehicle. CURB RAMPS ( If applicable to this Project) I. Revise plans to show that curb ramps shall be Constructed at each corner of a street intersection or where a pedestrian way crosses a curb, per Section 1127B.5.1. II. Plans shall show that curb ramps are ~48" wide with a slope of :;;1 :12 (8.33%), per Sections 11278.5.2 and 11278.5.3. The lower end of each curb ramp shall have a½" lip beveled 45°, per Section 11278.5.5. • WALKS AND SIDEWALKS I. . If any proposed walks slope ~1:20 (5%) they must comply with ramp requirements of Section 1007, per Section 1023.3. Revise plans to show or note requirements. II. Walks along an accessible route of travel are required to be ~48" minimum in width and have slip resistant surfaces, . per Section 1023.1. Revise plans to show compliance. Ill. The maximum permitted cross slope sh~II be :s;¼" per ft., per S~ction 1023.1.3. IV. Show or note that any abrupt level changes will be :s;½" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of :;;1 :2. Level changes of :s;¼" may be vertical. .. ENTRANCES AND CIRCULATION I. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Section 11208.1. II. Revise plans to show that ~II entrances, and exterior ground level exits, are accessible, per Section 1001.9.1. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 11148.1.2. DOORS Ill.. Revise plans, or door schedules to show that every required passage door has ~32" clear width, per Section 1004.6. I. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 1004.6.2 . .II. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be .S:½" lower than the doorway threshold, per Section 1004.9.1 a .. Iii. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1004.3.1: A Is to be centered ~30" but .S:44" above floor. 8. Latching, or locking, doors in a path of travel are operated with a single effort by: 1. Lever type hardware. • SANITARY FACILITIES • SINGLE ACCOMMObATION FACILITIES I. Revise plans to show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 11158. 7.2. The space is required to be: A ~60" diameter. 8. AT-shaped space as shown in Figure 118-12(a) and (b). C. Doors are not permitted to encroach into this space. II. Show that the water closet is located in a space, per Sectibn 1115B7.2, which provides: A A minimum side clearance of either: 1. ~8" from a fixture. 2. ~32" from a wall on one side. B. ~48" clear space in front of the water closet. • RESTROOM FIXTURES AND ACCESSORIES Ill. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: A The seat is to be ~17" but .S:19" in height. 8. The controls are: 1. Operable with one hand. 2. Does not require tight grasping, pinching or twisting of the wrist. C. The controls for flush valves shall be, 1. Mounted on the side of the toilet area. 2. Be ~44" above the floor. D. . The force to activate the controls shall be ~5#.of force. IV. Show, or note, on the plans that accessible urinals meet th~ following requirements, per Section 1115B.9.4 and CaliforniaPlumbing Code: A The rim of at least one urinal shall: 1. Project 14" from the wall. 2. Be ~1'7" above the floor. B. The force to activate the flush valve shall be ~5# forGe, C. The control mechanism is be located ~44" above the floor. D. ~30" x 48" clear floor sp·ace is provided in front of the accessible urinal. V. Show thataccessible lavatories comply with the following, per Sections 11158.9.1 and California Plumbing Code: · A ~30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. 1. ~29" high x 30" wide x 8" deep at the top. 2. ~9" high x 30" wide and 17" deep at the bottom. 3, · The counter top is ~34" maximum .above the floor. B. Hot water pipes and drain lines are insulated. C. The faucet controls, and operating mechanism are: . 1. The type which does not require tight grasping, pinching or twisting of the wrist. 2. Has an operating .force of ~5#. D. If self-closing valves are used, they shall remain open for ~1 O seconds. VI. Revise plans to show that grab bars comply with the followirig, per Section 11158.8: A Grab bars shall be located on each side or one side and the back of the water closet stall or compartment. B. They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". C. Grab bars at the side shall be located: 1. 15" to 16½" (±1 ") from the center line of the water cio~et stool. 2. Be ~42" long with the front end positioned 24" in front of the stool. 3. total length of bars at the back shall be ~36;'. D. The diameter, or width, of the grab bar gripping surface is ~1.¼" but ~1 ½", or the shape shall provide an equivalent gripping surface. E. If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 ½". F. Be designed to support 250#. VII. Revise pl,;ms to show ~40" height for: A The operable parts of at least 1; 1. Paper towel dispenser. 2. Sanitary napkin dispenser'. 3. Waste paper disposal. 4. Other similar dispensing and/or disposal fixtures. B. The bottom edge of mirrors. VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: CM BUILDING ADDRESS: 1960 La Costa Ave. PLAN CHECK NO.: 96-1835 DA TE: 10/8/96 BUILDING OCCUPANCY: S-1 TYPE OF CONSTRUCTION: II N . BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) ' Metal Bldg·.· 1070 22 23540 .. ' . . . .. Air Conditioning Fire Sprinklers TOTAL VALUE 23540 • 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 243.00 • 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 157.95 Type of Review: • Complete Review D Structural Only D Hourly D Repetitive Fee App·licable D Other: Esgil Plan. Revi~w Fee: $ 126.36 Comments: Fir.e Services. Review: D Complete Review D Other: D Suppression System D FireAlarm Esgil Fire Services Review Fee: $ Comments: Sheet 1 of 1 City of. Carlsbad • M#hi·iht#§Ahi·l•l§·iU4h,t§hl BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: DATE: /0-3 -C/b BUILDING ADDRESS: J9bO L-CA 93:tz?) bJve:: PROJECT DESCRIPTION: The item you have submitted for review has been approved. The approval is based on plans, information ahd/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully .all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: 1,000 sf. EST. VALUE: i'--1 I 7S-0 ' >.fl /J-c. DENIAL Please sewe attached report of deficiencies marked wi 0. ake necessary corrections to plans or specific · s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. 0:/' By:~'--" Date: /0-7-'tb By: Date: -------- By: Date: -------- ·rf~!~1=1~~mr11111111111111 AfP~ov,N R~v, fltJJV SET :rt: C>Nt-'(' ! ATTACHMENTS \?,a ;,Jo1 ($5cJ(;:£.'. ~f ENGINEERING DEPT. CONTACT PERSON D Dedication Application J~I e '.:e "/=M-~~//JF,-f.JJ/;,.D '2. > D Dedication Checklist C~f?~-r6C+-pp,. ~) ~rM..-l~ ,~~ .,,-. (Ot,.. (of'-1 (i)_~ , D Improvement Application Name: David Rick ----------------D Improvement Checklist City of Carlsbad D 'Future Improvement Agreement Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 D Grading Permit Application Phone: (619) 438-1161, ext. 4324 D Grading Submittal Checklist D Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet A-4 \ll.ASPALIMSISYS\I.IBRARYIENGIWORC\DOCS1CHKI.ST\lkildlng-CIIIII IIP0001 Fam, DR.doc Rw. 812119e 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 @ T 0 BUILDING PLANCHl=CK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: a North Arrow ~ Existing & Proposed Structur~s {_;): Existing Street Improvements 2. Show on site plan: {x. Drainage Patterns /'{'/cr5. Existing & Proposed Slopes / C. Existing Topography .& /Property Lines ease111ents-_ ~./ Easements ~f "'3/ e~;1;-; c; 11u • , p!,v, . Ofv<t>.JT.~ F. Right-of-Way Width & Adjacent Stre:~ 5 ~ p~,-~ety. 3. Include note: "Surface water to be directed away from the building foundation at a 2% gradient .for no less than s~ or 2/3 the distance to the property line (whichever is less)." [Per 1985 USC 2907(d)5] On graded sites, the top .of any exterio_r foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent." [Per 1990 USC 2907(d)5] O 4. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the sqµare footage for each different use, existing sewer permits showing squ~re footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 of 4 H:IWORDIOOCS\CHKLST\Bullclng Planc:hock Cldll BP0001 Fom, DR.doc Rov.81211118 l • V 0 0 0 BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 5. Project does not comply with the following Engineering Conditions of approval for Project No .. ______________________ _ Conditions were complied with by: ________ _ Date: ---- DEDICATION REQUIREMENTS 6. Dedication for all street Rights~of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ _____ _ pursuant to·Code Section 18.40.030. Dedication required as follows: ________________ _ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 ½" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Provide the completed application form and the requirements on the checklist at the time of resubmittal. Dedication completed by:_.,.... __________ _ Date: ___ _ IMPROVEMENT REQUIREMENTS 7a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the ~onstruction exceeds$ So Ot:J o , pursuant to Code Section 18.40.040. Public improvements required as follows: _____________ _ Pl.ease have a registered Civil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. · Attached please find an application form and submittal checklist for the public improvement requirements. Provide the .completed application form and the requirements on the checklist at the time of resubmittal. Improvement Plans signed ·by:------,-----------Date: ___ _ Page2 of4 H:IWOROIDOCSICH_KLST\Bulking -Cldot BP0001 Fonn OR.-Rov.8121198 . . ,j 0 0 0 0 a 0 0 BUILDING PLANCHECK CHECKLIST 7b. Construction of the ,public improvements may be deferred pur$uant to Code Section 1:8.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ _______ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: Improvement Plans signed by: Date: 7c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to. the Engineering Department. Future Improvement Agreement completed by: Date: 7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11,06.030 of the Municipal Code. Ba. Inadequate information available on Site Plan to make a determination on grading requirements. Include· accurate grading quantities (cut, fill import, export). O Sb. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be $ubmitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: ______________ Date: Sc. No Grading Permit required. Page 3 of 4 H:IWOROIDOCS\CHKLSl\Bulldlng ~ Ctdol BP0001 Fonn DR.doc Rov.8121/116 2~11/. 3rd.I Q Q Q Q Q BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, trees, driveways, tieing into public storm drain, sewer and water utilities._ Right-of-Way permit required for: A separate Right-of-Way permit issued by the Engineering Department is required for the following: 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permi!. Industrial Waste permit accepted by: Date: 12. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. Page 4 of 4 H:IWORDIDOCS\CHKLST\Builcing Planchock Cldol BP0001 Fann OR.doc Rev.81211911 ' ' I' I ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION FEE CALCULATION WORKSHEET D Estimate bued on unconfirmed information from applicant. D Calculation baNd on building planchedc plan submittal. Address,. ) C/£t:> iC\. cos+~ Av-f. . Bldg. Permit No. CB 9b -I & 3S- Prepared by: Dp..,,~ K1tK. Date: )0-...3 ~9'6 Checked by: ______ ..,...... __ Date: ______ _ EDU CALCULATIONS: List types and square fo6tagN for all USN. Types of Use:. S+or-'-'it=' Sq. Ft./Units: · ~l 600 EDU's: __ ._2_£_0_v __ _ Total EDU's: _______ _ ACT CALCULATIONS: List types and square footag• for all uaes. Types of use: St-c> rv..r= Sq. Ft./Uriita:_-i,J _o_o __ .ei ____ ___ A0T's: ___ z. ____ _ Total A0T's __ 2. __ ·· ___ _ FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED O YES O NO (SN B~g Department for amount) WITHIN CFO: DYES (no bridge & thoroughfare fN, rszl NO ' reduced Traffic Impact FN) ~ 1.PARK-IN-UEU FEE PARK AREA: __ _ / FEE/UNIT: DY 2. TRAFFIC 'IMPACT FEE X NO. UNITS: . A0T's/UNITS: ' ; '4, '1 . ~ BRIDGE ANO THOROUGHFARE FEE X FEE/ADT: 1.·t..t;AJYr . A0T's/UNITS: __ 2.._. __ ~FACILITIES MANAGEMENT FEE . X FEE/A0T: 2.z./A-D1· ZONE: SO.FT.: __ _ X FEE/SQ.FT.; (Ers. SEWER FEE PERMIT No. __ _ EDU'a: ___ _ X FEE/EDU: __ _ BENEFIT AREA: __ _ DRAINAGE BASIN:. __ _ EDU's: ---~ Er's. DRAINAGE FEES PLDA D ACRES: ____ __ ffi. SEWER LATERAL ($2,500 DEPOSIT) 0 8. WATER FEE E0U's: ___ _ X FEE/EDU: __ _ HIQH ___ /LOW ___ .-J,_, X FEE/AC: ____ _ X FEE/EDU: __ ___ ~s_N+--#- =$ L/ 4. cJO =$ ____ _ =S __ N_ft..___ =s $"e.e,. l-e cXM&: e-,.__ Co-,;/\ t-7 5-e 1;1...er p:,t. =$ ____ _ J)J.'<IL. =S ______ un ____ _ =s_/t/_' 1: ___ yt-______ - =$ ____ _ TOTAL OF ABOVE FEES*: s \ I 2 . 0 0 *NOTE~ Thia calculatlon ahHt la NOT a complete llat of all fHa which may ~ due. Dedications and Improvements m•y also be required with Building Per'!1its. PLANNING _DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 46-@1 S Address 1160 l/J Co~71J-~/) Planner Van Lynch Phone (619) 438-1161 ext. 4325 (Name) APN: z I &-rz Cf -o.r Type of Project and Use: /I-IUfiJL-7S<.,l)(g &L 1,,//hrtJIL /)t' jr_ l/10 pf. Zone: C "c.-Facilities Management Zone: ____ . ~,6 ___ _ CFD (i~~---------- . c1~ (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department) Legend ~ lten:i Complete (g Item Incomplete -Needs your action Environmental Review Required: YES NO _/X._ TYPE ___ _ DATE OF COMPLETION:---,.-----"-----.,.....-- Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval -------.-----,-------------- Discretionary Action Required: YES NO X ,:YPE CU/ f) APPROVAL/RESO. NQ.~---,--------,---DATE PROJECT NO. J~OJd_ OTHER RELATED CAS S: ----'-----'--------------- Compliance with conditions or approval? If not, state conditions wh"ch require action. Conditions of Approval f;"'l ilJ.J //Lt , P'1 J.H ~D D California Coastal Commission Permit Required: YES __ NOL DATE OF APPROVAL: ______ _ San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval ------------'--------"-------- m/o D DD 0 lnclusionary Housing Fee required: YES __ NO P< (Effective date of lnclusionary Housing Ordinance -May 21, 1993). Site Plan: 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines. 2. Provide leg~I description of property, and assessor's parcel number. Zoning: 1. Setbacks: Front: Required _____ Shown _____ _ Int. Side: Required Shown _____ _ Street Side: Required Shown _____ _ Rear: Required Shown _____ _ Lot Coverage: Required Required _____ Shown _____ _ Height: Shown ----------- Parking: Spaces Required ____ Shown ------ Guest Spaces Required Shown _____ _ Additional Comments ______________________ _ 0K TO ISSUE AND ENTERED APPROVAL INTO COMPUTER V~ DATE t:r-ZJ-~ K:\ADMIN\COUNTER\PLA.NCK.FRM 1-17-96 City of Carlsbad 96282 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report; Wednesday, October 9, 1996 Reviewed by:_f\_~---~-: ...... ~~--~ Contact Name Chuck/Richard R.D. Engineering & C Address 1660 N. Magnolia City, State El Cajon CA 92020 Bldg. Dept. No. 96-1835 Planning No. Job Name Leucadia Water Dist Job Address 1960 La Costa ------------------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only . Review 1st. __ _ 2nd __ _ 3rd __ _ Other Agency ID CFO Job#_-.:;_96.c_c:2;:_;:;8-=2 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 ,.. ' iii i!i ;~t _,.. ... ~~(: <9~-oc,o°l Lq~ c-"l--el·°'-XL-f J.e-v· .....- t t \ O IC.. ) cs:, IC.. 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' J -i/J ,< I • .'A , ' 1 • i , •"-•; I ,..,... ! , ,. · 'I : ,. . !,.._ •• I f' , ... ·1· lll t , , I , \l i, i t I : ...... ·' I ,..;;a 1 I 1 , •/•< -.:)'-.. , i · . ,,, .. ,, .. , ..... 1. ., / • .. '"'''i, I ',, 11. ' ' ' ·1 I ·:· : \J\ I • , . ·: . I : ' ' .. ;_' '~1- ! . , __ : . -iv-· 'I I , , ' , j l , I _ ... .' , I ..... · l·· ,.~ ' . I : , ti. l I • 1 \J\ I ' I, \fl' I t· i I ,, • J. I ,fL ; I i . I~ {'\ T' l .l. ! 0 -:f: 0_1 : . ~ [, I ,, ~· f"' ,. v-1 s:: I -tt II\ ,, (\ ~·~ ·m . y. . -~ ! w ...... (to I I ,. I :~ ·-! I I ,. l 1-),. ! ' j -J " ' \\ "7" I ( • I I 'i , , , I l\/\ll\ i l I • I ' .t ' -~-t" \]' ~\-r ... : '0' ·r: ..,. I _\"'It-• ... ' :....,--+ -i I l ' l ' ' 1' ' 'r--r I : . ' ' ~~-----4 i n 1 1 : , 1 , ' ,. r f r ~I : i . ··1--. ' : , -· ~ ~" ~ -~ 1 ! 1-: __ · ··; .. r .-r···~· --·:: -i .... ':t·: ~~ --,-. --......... l ' g...• . ' l . '· I ' I j-. ~ (' ·J-' (\ J ~; 'f' ~v-Ji I. ' i; ·J· . :..:--~· f1 ·\/' a.I ' , I V" I I I ' .,,... ' "' I I l l •' .,-,. .... 1 ... :.; ·1· l (\\ ! ' !:.,..,· -----. . I I l ( . , ,J\ \ . ''\'"""1\i··· -ii. l .; ..... ~ .. t!· -~~----, l : I w 0 ,.. + -"7 r& ~ ~ l: rr ~ ~ I "' I i I I ~!~ -Ir \P'~ ' .J 0 \ ~ ) ··--.. .. . ~ ,, , , .. , J ' ., 1·; '%--;0-··· ..l) .JJ ' ·~' ' {' ~ (\ 6' A I) f TJV° h 0 l -' ~ f\ ()_ P' . ~ ' fl> . '~ ll -~ Tl ! ' _p \7 It=. r-: \ . -·i · "i 4..1) ,, -0 (\ 0 "t) ,, ,,..., _., • •• DESIGN CALCULAnONS for JOB#93408 RE; BP ENGINEERING ANP CONSL LOC; CARLSBAD. CA . BUILDING DESCRIPTION; · 1 Type: Gable Symmelrlcal Interior Coumns; NIA Width: 30•,,0• Ea'MHelght: · -Roof $lope; Bay Spacing: DESIGN LOADS ,Design Code; Dead Load: Roof Live Load; Snawload: WmdLoad; Selgmle load: Collateral Load: · 1:12 1f!25' UBC'M Weight of metal bulldlng as supplied by Mid-West (2.0psf) Bue.cl on tributary area per above code NIA Ground Snow (0.7 coefllclent), 1=1.0 75 mph, Exp. "C'', t-1.0 Zone-' 1=1.0 Opsf ,, . . J-400 JOB TITLE ~ 0 C f-.Ju-1 I (y C'::-(;, p I U(--, DESCRIPTION c__s u. X z.0 )< It 1-i 11 I: /2. .• ve,c.. "10--12:/2,,0/75 yvi_PA EXP'' C 1 ' bl-~vt 2_ , G::-i 1·{2.. TS •rs '61:::.tb O 1 1,.:3 112-/ rr ~3'/c:. -B~ ,, ..,. -,, • lE No &7 ,·12 ... :r_s " P-e: '6 '2:-I b G , l --:> 'rz 1 ( I '-3 ~ -f: 1\1\)\o-" A L-/.-s p.. /,,--'1-/1-1 p::. ~ ~c) e,.c:, v v P"' ('J5 • •• 2 JOB N0. °),_..3.._a_,_)....:01--i.:------ OUOTE NO. -----,,---~-- DESIGNED BY__ CHK'D BY __ DATE. ___ _ SHEET NO. MIDWEST McTALLIC *** PURLlN DESlGN *** JOB NUMBER: 93408A •• ( FULL OPTIMIZATION) *** GEOMETRIC DATA *** BAY -SPACING (Fl:::ET> :25. INSET L~rT <FEE:.TJ : 1.250 !NSET RIGHT <FEET) : 1.250 PURLIN EXTN L~FT <FT.): .00000 PURL IN liX fN RIGHT Cr r. ) : . 00000 ROOF SLOPE :1.000/12 HORIZONlAL SPACING <Fl.): 3.50000 PU~LIN DE¢fH CINCH) ~ 8.00 TOP r LANGE. BRACED AT 1. 00. FEE:.-, *** DESIGN CRITERIA *~* DEAD LOAD (PSF) : 2. 00 LI VE LOAD <J:..1SF>: 20. 00 WINb VELOCITY PRESSUR~ (q): 15.300 PSF SPECIAL WIND COEFF.: -1.30 MAX. COMBINED SHE.AR AND BE:.NDING UNITY CHE.CK :1.035 MAX. SHEAR OR BENDING UNITY CHECK : 1. 035 MAX. DE:.rLECTIUN LlMll PER SPAN : L/150. *** LUAOING COMBINATION *** . . 1. DL+LL • 2. bL+.WL • *** SPAN # 1 2 -.:, CRIT It;AL ROW ANALYSIS Ll:::NGTH --------- 1.2:500 22.5000 1.2:500 SUMMARY *** LAP SIZE CJF LEFT SECTION --------------- • 0000 az 1 ::s • 0000 8215 • 0000 8Z1:5 LAP WIND DL + WL DL + LL RIGHT COC:F CKLF) CKLF> ----------------------------• 0001Zi -1. 3000 -.0629 • 0767 • 0000 -1. 2;000 -. 1£1629 • 0767 • 000lll -1. 3000 ...:... 0629 • 0767 *** ~LANGE BRACE LNFORMATION *** SPAN NOLE.NGTH SPAN NO (rT.) • 1 . 1.250 2 22.500 3 1.250 • • OUTSlDE BRACES 2@1.01211210 23@1.0000 2@1.0000 lNSlDE. BRACES 11:E'l. 2500 11.~22. 5000 Hel. 25'00 4 J'OB NAME.: 93408A LOADING COMBINArION ~** PURL1N DESIGN *** J:..1fiGE:. 2 5 Dl,.+LL • --.-----------------------------------------------------------------------!LO! MOMt:::NT ! SHEAR! ALLOWABLE FORCES . ! UNI fY CHECKS ! DC:FL ! # ! K-FT ! KlP ! MOMENT (Ma) SHE:.-AR ( Va) ! SHEA!-< BEND COMB! -L/- --, -------------------------------------------.--------------------------------!LS! • 00! • 00! • 00 •. 00 • 00 • 00 • 00! !LL!. • 00! • 00! .·00 • 00 • 00 • 00 • 00 ! 1 !.FM! • 00! • 00! • 00 • 00 • 00 • 00 • 00! 51 !RL! • 00! • 00! • 00 • 00 • 00 • 00 • 00! !RS! -.06! -. 10! 5.97 3.66 0'"' . ~ • 01 • 00! '--------, ---------------------.-----------------------------------------------SP!LO!MOMENT!·SHEAR! ALLUWABL~ FORCES UN l TY CHE.CKS ! DEFL ! #! K-FT! KIP! MOMENT (Ma> SHEAR ( Va) ! SHEAR BEND COMB! -L/-----------------· ---------.---------------, '. -----------------------------------!LS! -. 06 ! • 86 ! 5. 9 7 3.66 .24 • 01 • 06 ! !LL! • 00! • 00 ! • 00 ~ 00 • 00 • 00 • 00! 2!FM! 4.80! • 00 ! 5.97 3.66 • 00 • 80 • 80! 165 !RL! . 00! • 00! • 00 • 00 • 00 • 00 • 00! !RS! -.06! -.86! 5. l;) 7 3.66 I • 24 • 01 • 06 ! ----------__________ , ___________________________________________________________ SP!LO!MOMENT! SHEAR! ! #~ K~fl ! KIP! ALLOWABLE FORCES MOMENl <Ma) SHE:.A'R < Va) !. UNifY CHECKS ! D~FL SHEAR BE.ND 80MB! -L/----.------------------------·, -·------------------· ----------------------------- !.LS! -.06! • 10! 5. 97 3.66 • 03 • 01 • 00! !LL! .,00! • 01?1 ! • 00 • 00 .I • 00 • 00 • 00! 3!FM! • 00 ! • 00 ! • 00 • 00 • 00 • 00 • 00! 51 !RL! • 00! ·• 00! .00 • 00 • 00 • 00 .00! !RS! •. 00! • 00! • 00 • lll0 • 00 • 0121 • 12.10 ! • • JOB NAME: 93408A LOADING COMBINATION *** PURL!N DESIGN *** DL+WL • I ! LO ! M~MENT ! SHEAR! . ALLOWABLE FORCES . ! . UN I TY CHECKS ! Dl:::FL ! # ! K-FT ! KIP ! MOME.NT <Ma) SHEAR ( Va) ! SHE.AR BEND C..:OMB ! -L/- ' . . E ______________________________________ , ________________________________________ _ !LS! • 00! • 00! • 00 .00 • 00 .00 • 01;!1 ! !LL! • 00! ·• 00 ! • 00 • 00 • 00 • 00 • 00 ! 1 ! FM!" ·• 00! • 00! • 00 • 00 • 00 • 00 • 00! 62 ! RI,..! • 00! .00! .00 .00 • 00 • 00 • IZIIZI ! !RS! 0c-I • i..J. • 08! 7.96 4,. 88 0-::., • i;;;. • 01 • 00! "---:-·---------____ , -------------------. ----------·--------------------------- SP!LU!MOMENT! SH~AR! ! # ! K-FT ! KIP ! ALLOWABLE ~URCES MOMt:::NT (Ma) SHl:::AR (·Va) ! UNITY C..:H~C..:KS ! DEFL SHcAR BEND COMB! -L/--.-----------"------------------------------------------------------------------!LS! 0'"''1 • ...J. -.71! 7.96 4.88 • 14 • 01 0-=-• • i;;;. • !LL! • 00! • 00! • 00 • 0.0 • 00 .,00 • 00! 2!FM! -3. 93-! • 00 ! 3.98 4.88 • 00 • 99 • 0ill! 201 !RL! • 00! • 00! • 00 • 00 • 00 • 00 • 00! !RS! • 05! • 71 ! 7.96 4.88 • 14 • 01 0·:• I • i;;;. • ' . --------------------------------------,----------------------------------------SP!LO!MOMENT! SHEAR! ! #! K-FT! KIP! ALLOWABLE FORCES MOMENl <Ma) ~HEA~(Va) ! UNITY CHECKS ! D~FL SHEAR BEND 80MB! -L/- ! L,.S ! • 05! -.08! 7.96 4.88 0-·· . ,::. • 01 • 00! !LL'! ~ 00! • 00! • 00 • 00 • 00 • 00 • 00 ! 3!FM! • 00! • 00! • 00 • 00 • 00 • 00 • 00! 6 .-. ,::. !RL! • 00! • 00 ! • 00 • 00 • 00 • 00 • 00! !RS! • 0121! • 00! • 00 • 00 • 00 • 00 • 00! • • .*** MIDWEST M~TALLlC *** EAV£ STRUT DESIGN *** ~TUB NUMBER : 93408A ( FULL OPTLMlZATiON > GEOMETRIC DATA *** BAY SPACING <FEET) :25. , . • PAGE 1 7 BAY SPACING (FEET) INSET LE.FT (FEET) EAVE EXTN L~FT <Fr.> ROOF SLOPE : 1. 2500 : . 0000 : 1. 1£100/ 12 : 10. 00 lNSET RlGHT CFEEl ) EAV~ EXTN RIBHT <FT.) HORIZONlAL SPACING (FT.) :1.2500 : .0000 : 2.5000 EAVE STRUT D~PrH CINCH) TOP FLANGE BRACED AT 1~0~ FEf::.T *** DESIGN CRIT£RIA *** DEAD LOAD CPSF) : 2.000 , LIVE LOAD CPSF):20.000 WIND VELOCirY PRESSUR£ (q): 15.300 PSF SPECIAL WIND COEFF. :-1.300 MAX. OOMBINE.D SHEAF< AND BENDlNG UNl lY CHECK : 1. 035 MAX. SHEAR OR BENDING UNtTY CHECK :1.035 MAX. DE.f-LE.GTION LIMl T J'..1ER SPAN : L/ 100. SPAN L~NGrH SECTION ,ARE-A MOMEN r WIND DL + WL DL + LL -FT-NAME lN. SQ. lNE.F<TIA COEF CKLF) (KLF) __ ;.. ______ ------------------------------------------. 1 1. i:;5 10ES14 1. 59.2 ?5. 54· -1. 3000 -.0449 • ll1548 • 22.50 10ES14 1. 592 25.54 -1.3000 -.0449 • 0548 . 1. 25 10£::.S14 1.592 25. ;14 -,-1. 3001£1 -.0449 • 0548 • *** EAVE STRUT DESIGN.*** 8 JOB NAME.: 93408A J:-1f:.l8E 2 ' ' . ' ' -------------------------------------------------------------------------------!LS! 1 !FM!. RS! • 00!· .·00! -.04! • 00! • 00! • 07 ! • 00 •. 00 10.03 • 1210 ! • 00 ! 3.22 ! • 00 • 00 . 02 • 00 .00 • 0121 • 00! .00! -203 ,-,,,;:_, I • "9ta;;;_. -------------------------------~-----------------------------------------SP!LO!M0MEN1! SHEAR! ! #! K-FT! KIP! ALLOWABLE FORCES MOMENTCMa) SHEAR(Va) ! UNITY CHECKS ! DEFL SHEAR. BEND COMB! -L/-----------------------------,--------------·-----------------------------------·!LS! -.04! 6'=-•• • i;;;.. 10.03 3.22 . 1'3 . 00 . 19 ! 2!'FM! 3.43! • 00! 10.02 3.22 ! • 00 • 34 • 34 ! -653 RS! -04! -62! 10.03 .,. ,-z·-, ! 1 '3 • 00 19! . . 6. c:c. . . --------------------------------------: ----------------------------------------SP!LO!MOMENT! SHEAR! ! #! K-FT! KIP! ALLOWABLE FORCES r MOMENl (Ma) SHEAR(Va) ! UNITY CHECKS ! DEFL SHEAR BEND GOMB! -L/-----, ________________________________ ------------------------------------------ !LS! 3!f'-M! RS! • • -.04! • 00! • 00! -.07! 10.03 • 00! • 00 • 00 ! • 00 -. . .. ,.-, • 02 • 00 0-=-·• .:!l.~c. • i;;;. • • 00 .00 • 00 .·00! -21213 • 00 ! • 00 • 00 • 00! - ~** EAVE STRUr DESIGN *** 9 JOB NAME: 93408A PAGE 2_; **** D~AO + WINO LOAD **** •'!LO!MOMC::NT! SHEAR! ALLOW~BLE FORCES ' I . UNITY CHECKS ! D£FL . ! #! K-FT! KIP! MOMENl(Ma) SH~AR(Va> ! SHEAR BEND COMB! -L/---------------------------·----------------------------------------------------. !LS! 1 !rM! RS( . 00! • 00! • 04! • 00! • 00! -.06! • 00 • 00 13.38 • 00 ! • 00 ! 4.30 ! • 00 • 00 • 02 • 00 .00 • 00 • 00! • 00! • 02 ! 248 --------·----------------------------------------------------------------------SP!LO!MUM~Nl ! SH~AR! ! #f K-FT! KIP! ALLOWABLE rORCES UNITY CHECKS ! DEFL MOMENT(Ma). SHEA~(Va) !· SHEAR BENO COMB! -L/----------.-------------, -----, -------------------------------------------------! LS ! • 04 ! -• 51 ! 2!FM! -2.81! .00! RS! .04! .51! 13.37 5.47 13.37 4. 3lli ! 4.30 ! 4.30 ! • 1& • 00 • 1& • 00 • 16 ! • 51 • 51 ! 797 • 00 • 1& ! ---------· -~---------------.----------------------------------------------------SP!LO!MOMENT! SHEAR! ! #! K-FT! KIP! ALLOWABLE FORCES MOMcNT(Ma) SHEAR(Va) ! UNITY CHECKS ! DcFL SHEAR BEND COMB! -L/--:-----------·---------------·------· ------------------------------------------!LS! 3!FM! RS! • • • 04! • 00! • 00! • 06 ! 13.38 • 00! • 00 • 00 ! • 00 4.30 • 02 • 00 ,.,,-::., 1 • "'&;;. • • 00 • 00 • 00 • 00 ! 248 • 00 ! • 00 • 00 • (!10 ! .*** GEOMETRIC DATA *** *** *** MlDWEST M~TALL1C GIRT DESIGN f-RONl SIDEWALL JOB NUMBER: 93408A BAY SPACING <FEE:.T> :25. *** *** INSET LEF-"I < FE:.E'r) ROOF SLOPE : 1. 2500 : 1. 00/12 : 8.00 INSET RIGHT <FEET) 1.2500 MAX. TRIBUTARY SPACING (FT.> : &.5833 GIRT DE:.PTH CINCH) GIRT CONDITION :BY-FRAME OUfSIDE FLANGE BRACED Af i.00 FEEf *** DESIGN CRITERIA *** WIND VELCJ(;I"f Y i:•RESSURE (q): -15. 30 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :-.90 MAX~ COMBINE:.D SHf:.AR ~ND·BENDlNG UNITY CHECK: 1.03 MAX. SHEAR OR B£NDING UNITY CHECK : 1.03 MAX. DEFLE:.CTlCJN LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURI::'. SUCTION PRt:::SSURE SUCTION N0. SPACING "I RIB SPA GOEF GOf:.F <KLF) (KLF) -------_______ ..... ------------------------------ 1 22.5000 6.5833 .9000 -.9000 • 0907 -.0907 *** LOADING COMBINATION '!!-** ., 1. WU-1 •"• WLS r::.. ----· . ---- *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE oi= LAP # LENGTH LE:.FT SECTILJN RIGHT ----_,,,_ ______ ------------------- 1 22.5000 • 0000 8Z12 • 0000 • *** FLANGE BRAC£ INFORMATION *** SPAN NOLE.:.NGTH SPAN NO (FT.) .1 22.500 • • UUTSIDE BRACl:::S 251!' 1 • 0000 lNSIDE BRACES. 11!'25. 121000 11 JOB NAM£: 93408A LOADING COMBINATION --WLP *** GIRT DESIGN *** *** ~RON~ SIDEWALL *** 12 PAGE 2 •---------------------------------------------------------------------------!LO!MOM£Nr! SHEAR! ALLOWABLE FORCES ! UNITY CHf:CKS ! Df:FL ! #! K-FT! KIP ! MOME~T(Ma> $HEAR(Va) ! ~HEAR BEND COMB! -L/------------------------------------------------------------------------·-------!LS! . 00! 1.02! 12.67 16.67 • 06 .• 00 • 00! !LLr • 3:1 ! .99! 12.67 16.67 • 06 0·-· . ,::. • 00 ! 1!FM! ::..74! • 00! 12.67 16.67 • 00 .45 . 45 ! 207 !RL! • 31 ! -.99! 12.57 16.67 • 06 0-=-• a;;. • 01Zl ! !RS! • 00! -1.02! 12.67 i6.67 • 06 • 0121 • 00! • JOB NAM£: 93408A LOADING COMBINATION --w~s *** GIRT DESIGN *** *** FRONT SIDEWALL *** 13 PAGE 3 •------------------------------------------------------------------------1!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DcFL .! #! K-FT! KlP ! MOM~Nl (Ma> SH~AR(Va> ! SHEAR B~ND COMB! -L/- -------. -----------------------------------------------------------------------!LS! . 00! -1. 02 ! 12.67 16.67 • 06 • 00 • 00 ! !LL!· ~.31! --.9~! 1.04 16.67 • 06 • 30 • 09 ! l!FM! -5.74! • 00! b. 3·3 16.67 • 00 .91 • 00! 207 !RL! -.31! .99! 1 •. 04 16.~7 • 0& • 30 • 09 ! !RS! • 00! 1. 02 ! 12.67 16.67 • 06 • 00 • 00 ! • • , ***GIRTS*** *** FRONT SIDEWALL RESULTS*** JOB NUMBER: 93408A 14 St:•AN . BAY 81 R'J LAP U::.F T f-LILL BAY/ RIGHT LAP NO. SPAClNG ~LEVATION LEFT OF OPENING BTWN OPNG OF OPENING RIGHT ·-1-2s~0000 -1~2911--~0000--------------az12 ____ -----------~0000 -------. ------------------. -------------------· ------------------------------. GIRTS ARE DESIGNED WITH BY-FRAME CONDITION • • • .*** GEOMETRIC DATA BAY SPACING (F~ET) *** *** *** MIDWEST McTALLIC GIRT DESIGN BACK SIDEWALL JOB NUMBER: 93408A :25. *** *** INSET LEFT (FEET) ROlJr SLOPE : 1. 2500 : 1. 00/12 : 8.00 INSET RIGHT (FEET) : 1.2500 MAX. TRIBUTARY SPACING (FT.) : 6.5833 GIRT DEPTH <INCH) GIRT CONDITION :BY-FRAME OUTSIDE FLANGE BRACED Ar 1.0~ Ft:::Er *** DcSlGN CHITERIA *** WIND VELCJCITY l=-1RESSURc (q): -15. 30 l=-1Sf- WIND LOAD PRESSURE COC:FF. : .90 WIND LOAD SUCTION COEFF. :-.90 · MAX. COMBINED SHEAR AND BcNDlNG UNITY CHECK: 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTiON LlMI1 PER SPAN :L/ 90. SPAN BAY MAX PRESSUR£ N0. SPACING -, RIB SPA COEF ---------------------------- 1 22.5000 6.0833 .912100 *** LOADING COMBINATION *** •• 1. WLP 2. WLS *** CRlTitAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF # . LENGTH LEFT SEC-I ION -----:------------------1 22.5000 • 012100 8212 • SUCTION COEF ------- -.9000 LAP RIGHT ------- • 0000 PRESSURC: (KLF > • 0907 SUCTION (KLF> -.0907 *** FLANGc BRACE INFORMATION *** SP~)N NOLENGTH • ·~PA 1 N NO (FT.) 22. 500' • ' • UU'l SlDE BRACl:::S 25@1.0000 lNSIDE 'BRACES 1@25.lll000 16 JOB NAME: 93408A LOADING COMBINATION --W~P *** GIRf DESIGN *** *** BACK SIDEWALL *** 17 PAGE .2 -----------------------------------------.------" -----------------------------!LS! • 00! 1. 02! 12.67 16.67 • 06 • 00 • 00 ! !LL! . 31 ! .99! 12.&7 1&.&7 • 0& • 02 • 00! 1 !·FM! 5.74! • 00! 12. 67 if:,.67 • 00 .45 • 45! 207 !RL! . 31 ! -. 9'3 ! 12.&7 1&.&7 • 0& 0-.:. • i;;;. • 00 ! !RS'! • 00! -1.02! 12.67 1&.67 ,I • 06 • 00 • 00! • JOB NAME: 93408A LOADING COMBINATlON --WLS *** GIRf DESIGN *** *** BACK SlDEWALL *** 18 PAGE 3 .!LO!MOMENT!-SH~AR! _____ ALLOWA~LE-FORC£S _____ ! _______ UNITY-C~ECK~----!-D~F~---! ! #! K-FT! KIP! MOMENl (Ma> SHE8R<Va) ! SHEAR BEND GOMB! -L/-I -------------------------------------------------------------------------------!LS!. • 00 ! -1.02! 12.67 16.67 • 06 • 00 • 00! !LL! -. 3-1 ! -.99! 1.04 16.67 • 06 • 30 • 09 ! 1!FM! -5.74! • 1£10 ! 6 .-.;•-:;-. ,;;,,;;, 16.67 • 00 '. 91 • 00 ! 207 !RL! -.31! .99! 1.04 16.6/ • 06 .30 • 09 ! !.RS! • 00! 1.02! 12.67 16.67 • 1216 • 00 • 00! . •• • *** BACK SIDEWALL RESULTS *** 19 JOB NUMBE.R: 93408A *** GIRTS *** SPAN BAY 8IRT LAP LEF-·1 F-ULL BAY/ RI8HT LAP --~~: SPACING ELEVA rION Ll:St=T OF OPC::N!NG BTWN OPNG Ot-= OPENING RIGHT ----------------------------------------------------------- '' 1 2:5.0000 7.2<311 • 0000 8l12 • 0000 -----.--------·----· __ , _____________ , __________ . __ ·--------------------------- GIRTS ARC: DESIGNED WITH BY-FRAM!:'. CONDITION • • • *** *** MIDWEST METALLIC G!RT DES!GN LEFT E.NDWALL JOB NUMBER: 93408A OPTIMIZE. SHORT ONLY) *** *** *** GEOMETRIC DAfA *** . BAY SPACING (FEET> INSET LE.F-·1 ( f-E.E. T> ROOF SLOPE GIRT DEPTH (INCH> :21]115. 000 ·-----·· . ~..::,~~ : .00/12 8.00 OUTSIDE FLANGE BRACED Ar 1.00 ~£ET *** DESIGN CRITERIA *** INSET RIGHT <FEE.T) MAX. fRIBUTARY SPACING (FT.) 8IRT CONDITION WIND VE.LLJCITY PRESSURE:. (q): -15.30 PSf- PA®:()1 ... -.-.-. • ~-::,..:1,..::, : ::5.6458 :FLUSH WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :-.90 MAX. lOMBINE.D SHEAR AND BENDING UNITY CHECK: 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAk. DE.FLE.ClION LIMIT PER SPAN :L/ 90. SPAN N0. 1 • 2 '~ ' BAY SPACING -----~- 14.6667 14.6667 MAX PRESSURt::: ·1 RIB SPA COEF ---------------- 5.6458 .9000 :5.6458 • 9001ll \ . *** LCJADING COMBINATION--*** 1. WLP 2. WLS SUCTION t..:OEF -.9000 -.9000 GIRTS ARE. CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE .OF LAP ·# LENGl"H LE,-:·T SECTION RIGHT ---------------------------- 1 14.3958 • 0000 8216 • 0000 2 14.3958 .0000 8216 • 0000 • PRESSURE ( KLF-) • 0777 • 0777 SUCTION (KLF) -.0777 -.0777 *** FLANGE BRACE INFORMATION *** SPAN NOLE:.NGTH • SPAN NU (FT.) 1 14.396 , 2 14. 396 • • UUTSlDE: BRACl:::S 15@1. 0000 151]11 • 0000 INSIDE BRACES 1@1 :::,. 121000 11]11::5. 0000 21 JOB NAM~: 93408A *** *** GIRT DESIGN Ll:::FT ENOWALL *** *** 22 l=-'~lGE 2 • LOAD 1 NG_ coMB r NA r r oN _ --_ wu.:~-----_ _ ------------------------------------_____ _ ~ 1 !LD!MOMcNT! SHEAR! ALLOWABLi::: FORCES ! UNITY CHECKS ! D£FL ! #! K-Fl ! KI~! MOMENT(Ma) SH~AR(Va) ! SHEAR BEND COMB! -L/-.------·-·--·-~ ----------~-------------------------:---------------------------!LS!.-• 00! • 56 ! 6.98 3.37 • 1 -, • 00 071 • w . !LL! • 00! • 00! • 00 • 00 • 00 • 00 • 00 ! 1!FM! 2.01! • 00! 6.98 3.37 • 00 • 29 • 29 ! 543 !RL! • 00! • 00 ! . 00 . 00 • 00 • 00 • 00 ! !RS! • IL10 ! -.56! 6.98 3.37 • 17 • 00 0·:.· 1 • w. --------, -------------------------------------·--------------------------------SP!LU!MOMENl ! SHEfiR! ! #! K~~T! KIP ! ALLUWABLE FURCES MOM£NT(Ma) SHEAR<Va> ! UNITY CHECKS ! DEFL SHEAR Bi:::ND COMB! -L/----,----------------------------------------------------------------------------!LS! • 00 ! C:' r l 6.98 3.37 17 • 00 • 03 ! • .Jb. . !LL! • 00 ! • 00! .'00 • 00 • 00 .00 • 00! 2!FM! 2.01! • 00 ! 6.98 3'. 37 • 00 . 29 . 29 ! 543 !RL! • 00 ! • 00 ! • 00 • 00 • 00 • 00 • 00 ! !RS! • 00 ! -.56! 6.98 3.37 • 17 • 00 071 • w . • • JOB NAMI::.: 93408A LOADING COMBINATION *** *** GIRT DESIGN LEr' r C:NDWALL *** *** 23 PAGE 2; -----------------------------------------------------------------------------~!LO ! ·MOME;NT ! SHC:AR ! ALLOWA~L,.E FORCES ! UN I TY CHECKS ! DC:FL ! #! K-FT! KlP ! MOM~Nl (Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/------·-------------------------------------------------------------------------!LS! .00! -.56! 6.98 .3.37 • 17 • 00 121,·1 • ,._I e !LL! • 00 ! • 0121 ! • 00 •. 00 • 00 • 00 . 00 ! 1 !FM! -2.01! • 00! 3. 4g 3.37 • lll0 • 58 • 00! 543 !RL! • 00! . 00! • 00 • 00 .00 • 00 • 00 ! !RS! • 00! • 56 ! 6.98 3.37 . 17 • 00 . 03 ! -------------------------------------------------------------------------------SP!LU!MOM~Nl ! SH~AR! ! #1 K-Fr! KIP ! ALLOWHBLE. F-ORC~S MOMC:NT(Ma) SHEAR(Va) UNITY LHcLKS ! DEFL SH~AR B~NO COMB! -L/--------------------------------------------------------------------------------!L$! • 00 ! -.56! 6.98 3.37 . 17 • 00 0:.'t . ,.;;., . !LL! • 00! • 00! . 00 • lll0 • 01ll . 00 • 00 ! 2!FM! -2.01! • 00! 3.49 3.37 . 00 • 58 • 1210 ! 543 !RL! • 00! • 00 ! • 00 • lll0 .00 • 00 • lll0 ! !RS! • 00! • 5E> ! 6.98 ~-. 31 . 1 7 . 00 . 03? • ~ .. • ***GIRTS*** SPAN BAY NO. SPACING • 2 15.0000 *** LE~f ENDWALL RESULTS*** JOB NUMBER: 93408A GIRT ELEVA f'ION 7.2917 11. 291-/ LAP Li::.FT • 0000 • 0000 LEFT OF OPI::;NING . ' ' ' f-ULL BAY/ BTWN OPNG 8216 8:i::16 RIGHT U~ OPENING LAP RIGHT • 0000 • 0000 24 ------------------------------------------------------------------------------1 1 ::... 0000 7.2917 11. 2917 • (0000 • 0000 8216 8216 8216 8216 • (0000 • 0000 -----------------------------------, ------------------------------------------G1RTS ARE DESIGNED WifH FLUSH CONDITION USING SHORT CLIPS (2-BDLTS). *** FRAMED LJPENING FRhMING *** SPAN DIST TO UPNG. JAMB HEADER HEADER GIRf' HE1'.4DER NO. .JAMB WIDTH SI::CTlUN Sl::.CTIUN f::.LEV. f::.LEVATION (FT> (FT) ( !"ABLE 2) (TABLE ~) (FT> (FT) ------------------------------------------------0 3.500 llZl.000 8X2.5C16 8X2. 5L.:16 12.000 7.292 • • • *** *** MIDWEST M~lALLIC GIRT DESIGN R I,GHT E::NDWALL JOB NUMBER: 93408A OPTIMIZE:. SHORT ONLY) *** GE,OMETRIC DATA *** *** *** BAY SPACING (FEE:.T) INSET L~FT <~EET) ROOF SLUPE INSET RIGHr (FC:C:: r> GIR t DC::PTH < INC:H) : . 3333 • 00/ 12 : 8., 0121 MAX. ~1 RlBUTARY SPACING (F'I. ) -GI RT CONDIT ION OUTSIDE FLANGE BRACED AT 1.00 F£1:.T *** DESIGN CRITERIA *** WIND VE:.LUCITY PRESSURE (~): -1~.30 PSF : . 3333 : ::.,. 6458 :FLUSH WIND LOAD PRESSURE CO~F~. : .90 WIND LOAD SUCTION COEF~. :-.90 MAX. COMBINE:.D SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR DR BENDING UNITY CHECK : 1.03 MAX. DE:.~LECTIUN LlMlT PER SPA~ . :L/ 90. SPAN BAY MAX PRC:SSURI:::': SUCTION PRESSURE N0. SPACING TRIB SPA GOEF-C(:)E:.F-( KLF-) -.:.----------------------~ -------1 6.6667 5.6458 .9000 -.901£10 • 1£1777 • 2 16.001210 :5.64!58 .912100 -.91211210 ~· 6.f.f.67 ::.. 64:SB .9000 -.9000 • 1217 77 • 07TI • *** LOADING COMBINAT!ON *** 1. . WU-1 2. WLS GIRTS ARE GONNE:.CTE:.D USING SHORT CLfP. ***. CRirICAL ROW SUMMARY *** SPAN ANALYSlS LAP SIZE CJF # LENGTH L!:::.FT SECTION ---------------------- 1 6.3'358 • 0000 8216 .. -. i::. 15. 4::.83 . 0000 BZ16 ,3 6.3'358 • 0000 8216 LAP RtGHT ------ • 0000 • 0000 • 0000 SUCTION (KLF) -.0777 -.0777 -.0777 •• • *** fLANG~ BRACE INFORMATkON *** NOLENGTH NU (FT.) 6.396 1::5.458 6.2;96 ULl'"I SlDE BRACES "'/@1. 0000 16(H. 0000 ·1@1.et000 INSIDE BRACES 1@7.0000 1f.H6. 0000 1@7.0000 JOB NAM!:::': 93408A LOADING COMBINATION --WLP *** GIRr DESIBN *** RlGHT ENDWALL *** *** 27 PAGE 2 •-----------·-------------------------------------------------------------~ ! LO ! MOMENT ! SHEAR ! ALLOWABLE FORCES ! UN I TY CHt:::Cl-'~S ! Dt::FL ! #! K-FT! KlP ! MOMENl (Ma) SH~A~CVa) i SH~AR BEND COMB! -~/------------------------·-------------------------------------------------------!LS!-• 00! ···,c:-I • c.~. !LL! • 00! • 00 ! l!FM! • 40! • 00 ! !RL! • 00! .·00 ! !RS! • 00 ! -.25! SP!LG!MOMENl ! SHEAR! ! #! K-~T! KIP ! 6.98 3.37 • 00 • 00 6.98 3_-37 • 00 • 00 6. 98 2,:. 37 ALLOWABLE rORCES MOMENT(Ma) SHEAR<Va) • 07 .00 • 01 ! • 00 • 00 • 00 ! • 00 • 06 • 06 ! 6202 • 00 • 00 • 00 ! • 07 • e11L1 • 01 ! UNITY CHECKS ! DEFL SHEAR Bt:::ND COMB! -L/--------------------------------------------------------------------------------!LS!. • 00! • 6lli ! b.98 3.37 . 18 • 00 • 121.3! !LL! • 00 ! • 00 ! • 00 • 00 • 00 • 00 • 012, ! 2!.f'M! 2.32! • IZlii.l ! E.,. 98 3.37 I • 00 -;;-:;,, • ..;.J-...J "':i-71 • W-...J• • 439 !RL! • 00! • 00 ! • 00 • 00 • ltJ0 • 00 • 00! !RS! • 00! -.60! 6.98 3.37 . 18 • 00 . 03 ! -.---------------------------· -------------------------------------------------SP!LO!MOMl=.NT! SHEAR! ! #! K-FT! KIP! ALLOWABLc FORCES MOMENT(Ma) SHE.AR(VaJ UNITY CHECKS ! D~FL SH~AR BEND COMB! -L/--------------------------------------------------------------------------------!LS! • it.10 ! !LL! • 00 ! 3!FM! • 40! ! RL! • 00! !RS! • 00!' • • ···,~1 • c.-•. • 00 ! • 00! • 00 ! -.25! 6.98 • 00 6.98 • 0ill 6.98 3 .. 37 • 07 • 00 • 01 ! • 00 • 00 • 00 • 00! 3. 3.;7 • QlltJ • 0E, • 06 ! E.,202 • 00 • 00 • 00 • 00! -3 •. 37 I. • 1217 • 00 • 01 ! JOB NAM!::: 9.3408A .LOADING COMBINAllON --WLS *** GIHr DESIGN *** R~GHT ENDWALL *** *** 28 PAGE 3 .LO!MOMt:::NT!-SHEAR! _____ ALLOWABLE-FORCES _____ ! _______ UNITY-CHC:CKS ____ !_D~FL __ _ ! #! K-FT! KIP ! MOMENT<Ma) $HEARCVa) ! SHEAR BEND CUMB! -L/- ------~------------------------------------------------------------------------!LS! • 00! -.25! 6.138 3. 2.:7 • 07 • 00 • 01 ! !LL! • 00 ! • 00 ! • 00 • 00 • 00 • 00 • 00 ! 1 !FM! -.40! •· ll!0 ! 2:. 49 3. 2.:.7 • 0 Ill . 11 • 01£1 ! 621Li2 !RL! • 00! • 00! • 00 • 00 • 00 • 00 • 01li ! !RS! • 00 ! .... ,c-' • c.,_1 . 6. 98 '3. 37 • 07 • 00 • 01 ! --. -------------------------------------------------------------------------------SP!LO!MUM6Nl ! SHEAR! ! #! K-~T! KIP~ ALLUWABLE rORCES MOMENT<Ma) SHEA~(Va) ! UNITY CHECKS ! DEFL SHt:::AR BEND COMB! -L/--------------------------------------------------------------------------------. !LS! • 00 ! -.60! 6.98 -... ...,. 18 • 0iL1 • 12.13 ! ~ . ..:,( . !LL! • 01Li ! • 00 ! • 00 • lll0 • 00 • 00 • 01li ! 2!FM! -2'!32! • 00! J.49 3.37 .00 .67 • 00 ! 439 !RL! • 00 ! • 00! • 01£1 • 00 • 00 • 01li • Q.10 ! !RS! • 00 ! .60! b-'38 3.37 . 18 . 00 .03! -.----. ·----·------------------------------------------------------------------_SP!LO!MOMENt! SHEAR! ! #! K~Fl ! KIP ! ALLOWABLE FORCES 1 MOMENT (Ma) SHEAR (Va) ! UNITY CHECKS ! D~FL SHEAR BEND COMB! -L/-·------------------------------------------------------------------------------!LS! !LL! 3!FM! !RL! !RS.! I,:-. ' • • IZieI ! • 00! -.40! • 00 ! • 00 ! -•. 25! • 00 ! • 00 ! • 00 ! ... ,c:'. J . ,::.;;..; . 6. 98 • 00 2.:. 49 • 00 b. 98 3.37 • 00 3.37 • 00 -···-,::_,. ~' I • 07 • 00 ~ 00 • 00 • 07 • Q.10 • 01 ! • 00 • 00 ! • 11 • 00! &202 • 00 • IZtlli ! • 00 • 01 ! *** RIGHT . .J CJB *** GIRrs *** SPAN BAY GIRT LAP -~t-SPACING ELEVATION LEf'T ----------------------- 7.0000 7.2911 • 0000 11. 2917 .0000 E:NDWAl.,..L RESULTS *** NUMBER: l:!3408A LEF"l F-ULL BAY/ OF .0P!::.NING BrWN OPNG ---------------------8l16 8216 RIGHT OF LJPt:::NING ---------- U-!P RIGHT • 0000 • 01;!100 ------·---------------------·------------------------------------------------- 2 i6.0000 ·1. 291 7 11. 2911 • 0000 • 0000 • 0000 • 0000 ---------·------------· -------------------------------------------------------3 7.0000 7.2917 11. 2917 • 0000 • 0000 8l16 8216 • 0000 • 001210 ------------------------------------------------------------------------------GIR .. IS i'.-lkE .DESlGNE:.D WITH FLUSH UDNDITlCJN USING SHORT C.:LH-18 (2-B0LTS). *** 0PC:N \tJALL FRAMING *** SPAN DIST TU CJPNG. JAMB HEADER HE:.ADER GIRT HE:.ADER NO. JAMB WIDTH St::CTION SECTION ELEV. ELEVAJ"I0N (FT) (FT) (TABLE:. 5) ( "I ABLE. 4) (FT) <F-T) ----------------------------------·-----------------.-, .::. • 000 16.000 8216 1!:i. 250 . 000 • • NIDWESf MtTALLIC *** COLUPIN Df:SIGN Hi, ff* U:F r cNDWALL *** JOB NUMBER: 93408A .** GfOMETRIC DATA *** ( OPTIMIZATION ) BAY &'PACINS (FEl:T) : 2@15. 000 BAY SPACING (fl:E f) : FS EAVE HE:ISHT (f-EE T> : 14. 00 fS TD RIDS£ (FEET) : !S,000 END ~-RAMt (BF, Mt-) : rf PURLIN DEPTH (INCHES) : 10,,00 ENDWALL BHACINS TYPE : D *** DcSISN CRifERIA *** BS EAVE Hl:.Ib'liT (FEE.Tl FS ROOF SLOPE: 12 EiIRl CONDil ION RAFTER DEPfH (INCHES) I BAYS: 0 LOCATION: WIND VE:LOCITY PRESSURE (ql: 15,30 PSF BUILDING COND. (f, P, LJ) : f COLUMN DffLECTION LIMH SPL;L. E:W COL. JJf<ES, L"OcF, : , 900 SPCt. E:W UJL. SUCTlDN ttlEF, SHEAR + BEND INS. LIMI f : 1, 03 SHEAR OR BcNDINS LIMI f Hf LOADlNS toMBINATIONS Hf 1,DL+LL 2.DL+WLP 3.DL+WLS *** l1ESI6N RE&1JL1S AND WIND LOADINS *** 14,00 : 1.00 : f-LUSH .000 : LI '30. : -.900 : 1,03 COL SECTION ANAL. TRIS. . MIDSPAN PRcSSURf SUCTION PRfSSURf SUCTION • SIZE LENGTH SPAClNS HE:I6HT COEF-. (;!)Ef-. (KU-) (KLF) ----- MAIN FAAP'c UJLUPIN ·.· 2 8X3. 5C1::i -14. 393 1:::,.000 15.250, .900 --. 900 --.207 -.207 3 MAIN fRANf COLUMN • 30 JOB NAME: 93408A Hf COLUMN DESIGN *** £ff W-1 E:.NDWIU *** PAS£ 2 *** (;[lLUriN NUMB!:k : 1 MAIN f-l<AME t;LJLUMN Hf COLUMN NUMBER: 2 SIZE: 8X3.5C15 *** 61 (fl:ETl = 7.c92 • I I AXIAL ,ADI I fORCt COMBILOC I kips -1-1--- 1 I f-M -1 .00 1 I 81 I .00 2 I f-M I • io0 c I 61 I .00 3 I rM I .00 J I 61 I .00 BENDiN6 I (---ALL~ f-URCE:.$ -,-} I {--UNITY CHECK----} I COMB I MAX MOMl:Nf I AXIAL MOM£Nf M0/11!:Nf SHEAR I OUfER INNER I UNITY I DEF kip-ft I kips kip-ft kip-ft kips !AXIAL fLEit.. FLGE. I CHECK IL/ --,--, --1------1--1- . 00 I 14. 39 6. 29 5. 59 3. 431 • 00 • 00 • 00 I • 00 I 0 .00 I 12.34-6.29 5.2j 3.431 .00. .00 .00 I .00 I -!:i.35 I 19.iB 8.38 /.45 4.571 .00 .64 .72 I .·1c. 1-287 -5. 3:5 I 1&. 4& 8. 38 7. 01 4. :571 • 00 . &4 • 7& I • 7& I !:i.35 119.18 8.38 7.4!:i 4.571 .00 .&4 .·12 I .72 I 287 ::;. 3:5 1 1&. 4& a. 38 1. 01 4. 571 • 00 • &4 • 7& 1 • 76 1 *** COLUMN NtJrd)Eli : 3 Jl'IAIN f-RAME t;DLUMN • 31 MIDW£Sr Ml:TALLIC H* COI..I.IPlN DESlSN *** *** RIGHf !::NOWALL Hf JOB NOOE:k : 93408A • ~- I OPTIMilATION > SEOMl:TRIC DArA *** BAY SPACING If-I± l > 7. 000, lb. 000, ,. 000 BAY SPACING !fE!::D : FS I:AVE HhIGHT (FE.El> : 14. 00 FS ro -RIDGc: (ffff} : lj.000 ENIJ f-f<At'IIE.: !Bf-,Mr} : Mf PURLIN DEPTH (INCHES) : 10.00 ENDWALL BAAC1N6 TYPE : D *** DESIGN CRHERIA *** BS EAVE ltlSH1 (FEET) FS ROOF SLOPE ·: li: Silil COND11 ION RAFrER DEPTH !INCHfS} # BAYS : 0 LOCATION : WIND VELOCITY PRESSURE (q}: 15. 30 JJS'r- BUILDINS COND. (E, P; O>: E COLUMN Dffi.ECfION LIMIT SP(:L. EW COL. JJRES. cCJEI-. : • 900 SPCL. EW COL. suci I~ UJEf-. . SHEAR + BENDING LIMIT : 1. 03 SHEAR OR BENDING LIMir *** LOADING COMBINATIONS **f 1.DL+LL 2.DL+WLP 3.·0L:!-WLS *** IJES16N RESULlS AND WIND LOADING Hf 14.00 : 1. 00 : FLUSH .000 : L/ 90. : -. 900 : 1.0.3 COL SECTION ANAL. TRIB. MIDSPAN ·PRESSURI:: SUCTION PR!::SSUR\: SUCTION k SIZE LENGTH SPACING HEIBHT L'OEF. COEf-. (Klf-} (KLf-) • -------------- MA1N-f-follr'£ COLUMN 2 BX3.5C15 13.72& 11.500 14.,71 .900 -. 900 •. 158 -.1=,8 .3 8X3. SC15 13. 72& 11, ::i00 14.771 ~900 -.900 • 158 -.1:58 4 MAIN HIAME COLUMN • 32 Hf CIJLUNN D!:SIGN Hf *** kISHl ENDWAI..L Hf JOB NAM!:: 93408A PAGC: 2 *" WLu,IN NUPIBl:R : 1 MAIN H<AME. [;(JLUMN *** COLUMN NUMBER : 2 SIZ£ : 8X3, 5C1S Hf 61 <Fl:c fl = 7. 292 • I I AXlAI.. BENillN6 I{---. ALLOWABU:. f-ORC:r.S --} l{--lJNilY CHEC:K---} I COM1I I MAX , LOAOI · I FORCE MOMENf I AXIAL MIJM£Nf MOMENf SHc:AR I OUfER INNC:R I UNITY I Ol:F COfllBiLOC: I kips kip-ft I kips kip-ft kip-ft kips !AXIAL tLb1, f-Lf:il:, I CHl:GK I L/ ---1--1----· --1-.-------· -·1---· -· · -· -· 1--1-- 1 I f-lH .00 ,00 I l't,t.6 6.29 5,!:,9 3,431 .00 ,00 .00 I ,00 I 0 1 I 61 ! .00 ,00 I 12,50 6,29 S.25 3,431 ,·00 .00 ,00 I ,00 I 2 I f-111 I .00 -3. 73 I 19.41 8.38 7,4!) 4.571 .00 .44 ,!)0 I .50 1-432 2 I 61 l ,00 -3. 73 I 16,66 8.J8 7.01 4,571 ,00 .44 ,53 I .5J I 3 I 1-M l .00 3. 73 I 19.41 8.38 7,45 4,571 .00 .44 .!)0 I .50 I 43' J I 61 I .00 3. 73 I 16,66 8.38 7,01 4.:571 ,00 .44 .53 I .53 I *** GOLUl'iN NUMBER : 3 SlZI: :· BX3. !:sCl:i *** (jl (FEi:. Tl = i. 292 I I AXIAL BENDING I<---· AI..LOWABLf fORC£S ---} I <-UNITY. CHECK---} I COMB I MAX LUADJ t. 1-0RCI: MON!:.N1 I AXIAL l'iDflll:Nl MOl"Jl:N'I SlicAH I OUTl:R lNNl:R I UNilY I Dr.I- COMBILOC I kips kip-ft I kips kip-ft kip-ft kips !AXIAL fLGf, FL6f. I CHECK IL/ · --1--1-----1------1----------1---1-- 1 I FM I .00 ,00 I 14,56 6.29 S.59 3.431 .00 .00 .00 I ,00 I 0 1 . I Eil I • ~,0 .00 I 12,50 6.29 !:,, 2!) 3.431 .00 .00 .00 I • 00 I -~ .I,. I t=Pl L .00 -3.73 I 19.41 8.38 7.4S 4.S7J .00 .44 ,50 I .50 1-432 2 I Eil I .. 00 -3. 73 I 16. b& 8.38 ·,.01 4.571 .00 ,44 .53 I .53 I 3 I fM I .00 3.73 I 19,41 8.38 7,4S 4.:571 .00 .44 , 50 I .50 I 432 3 l Eil I .00 3.73 I 16.&6 B,38 7,01 4.571 .00 .44 • ::,3 l .53 I *** 'COLUMN NUMBER : 4 MAIN FAAMf COLUMN • • MIDWC:Sf METALLIC PA6C: 1 fff BRAC1N6 ~SIEiN fff JOS NUMSC:R: 93408A !HILL OPTlMlZATILJN) • GEOMfTRIC DATA fff BAY S-PACINS (f-tfJ) : f.'5, 00 BRACED TIER SPACES !FT) : 2@1::i, 00 FRONT E:AVE: HEIEiHT (~EH): 14,0000 FRONT SIDE ROCF SLOPf : 1, 0000/12 BACK E:AVE Hc.I6HT ·!f-EtTl : 14, 0000 ***· l!kACINS, Ml A *** Rf-·BRfiCINS TYPE:: .UIBLt FS BRACING TYPE: CABLf BS BRACINS TYPE; CABLc LC: SRACING TYPE: DIAPHRAGM Rf: BkAClNS TYPE: DIAPHkABM *** DC:SIGN CRlfERIA fff FRONT SIOC: TO RIDGI: : 1::i, 0000 i BAYS: 1 L(l(;AllON: 1 #BAYS: 1 LOCATION: 1 i BAYS : 1 LOCA·1 IUN : 1 # BAYS : · LOCA fION : i BAYS : UJ[;ATI ON : WIND VELOCil Y PR!:.SS (q) : 15, 3000 PSf-EDGE Sl l<IP WIDTH (H±l) : 20,000 INrERIOR COl:ffICI£Nf,6CpR: 1,3000 EOG£ STRIP COfffICI£Nf,6CpX: 1,3000 MAXIMUM UNITY LJHE[;I{ HAlIU: 1.0345 MAX, HOR12001AL WU.CTIUN .000~ *** LOADING COMBINATIONS *ff .1, WI~ LOAD • JUB NUMBE:.R: 93408A *** EAACING RESULTS *** *** BRACING DESIGN *** Hf RLJDf BkACINS Hf (FRONf TO .BACK SIDt::l IR I TIER 'C' BR AC IN 6 -SI Z £/TENSION l NO. I SPACING BAY 11 I BAY 10 I BAY 10 I BAY #0 I BAY #0 I 1 I 15.0000 I 1/4" DIA I CFS) I I 1.33 .I 2 I 1:5. 0000 I 1/4" DIA Ht!S) I I 1. 33 l t:DL I fJ STRUlS-1YPc. /1-URCE:. I # I FORCt:: .BAY #1 I .BAY 10 I .BAY #0 I BAY #0 ., .BAY #0 I FS I 1. 0& 7:5 I SfANDARD J !EAVE I I 2.20 I 2 1. l3/:5 CL -1 1.14 2 1.1375 CL -1 1.14 I BS I 1.0&75 I STANDARD IE.AVE I I · 2. 20 • • JUB NUriBER: Y34t8A *** FRONfSIDf Hf *** BRACING DESIGN *** *** WALL BRAClNo *** I ·rm~ I i C' B R R C 1 N G -S I Z I: / T E N S I O N I SPACING I . BAY #1 I BAY #0 I BAY #0 I BAY #0 I. BAY #0 I Hi 14.0000 I 1/4" DIA I I 2.52 *** BACKSIDI: *** I I TIER 1 C' B R A C I N G -S I Z E / T E N. S I O N I !WALL I SPACING BAY #1 I BAY #0 I BAY #0 I BAY #0 I BAY #0 I . I BS 14. 0000 I 1/4" DlA I I 2.52 *** 1.1:FT ENDWALL *** LcFT ENDWALL IS MAINFRAN£ NO DlAPHRAl'I ACTION CALCULATED *** ·RIGHf i:NDWALL *** RIGHT ENDWALL IS l'IAINFAAMf NO DIAPHRAM ACTION Gfil.CULAll:ll •• • "' , .. oO JOB NO. C,34 Ot) JoB TITLE i P6 rve,.,, v cc t'<....1 r-v !:f\ QUOTE NO. _______ _ DESCRIPTION -'------,-------------------DESIGNED BY__ CHK'D BY __ DATE.____ SHEET NO.:§_ • f:RPt ME. sLcf'e:I ~,a E, H,lq{.7''.~T IJ-. w ll 0 3. H . j;;o r-s t . I ' ' •• 1 . . . . . "F-I-A tv "i ~ 6 I<. n G" ~-JC::;.' ~oF:__:.l..,_'l..~.-------- . Ef'>.V~ ""lo. F'E..f'K pt.-:-+ L l- t;i,:._ D, S 'f.. '¥:,.. . 0. .::, I;:, ,h ~i ~ ~ i i "r \<.. 'i-"'-q.. e,l~ DL--t- _r l_ r ..---., l DL--1- O,F, :LF=, DLf- 2.s1:-· .,__ 1 2f:=.., DL't l_ ·_r l 1 I I )•400 JOB TITLE g.D 6: A/ r.,-, I (Ve-G (L ! t...> '=T . DESCRIPTION-------'---------------·'-'--·----~--~ '-/' 0._,,; /'/ I P...- • <. ft~ . H.==-.B, ft I\ . r,.5. g_ Ft. Ft- . p f=l-ll I.Z .r I I • r-:;\ _· ,,~ 0 7 ''p~ ® CJ/ JOB NO. d)-:Z.,,C/-OP, 38 QUOTE NO. ______ _ DESIGNED BY %AZ CHK'D_ BY __ DATE____ SHEET No.__k_ J_~ :.; .1,_J... (-<- I l .. ****************************************** f f * AUTO/STE£L DESIGN * * A SYNERCOfli TEt1iNOL.06Y, INC. DEVELOPMEMI * * Rl:LEASE 6 MOD 10 * • * JUNE 1988 * f * 1111111 I lfffffffffffffffffffffffffHfffffff Job Start Date 8-14-96 Ti1e 10:12:11 TITLE -JOBfl93408A,S1,RF BY -RAZ ID!::NTirICATION DAT!:: -8/14/96 UNITS OPfIONS . IN~IJI • • • • f::N6LlSH OUTPUf •••• ENGLISH JYPE -RISID rRAME:. REPORT OPfIONS •••• ANCHOR BOLTS AND CONNECl IONS • , .. FLANS£ BRACE Rl::PORf . •••• DESIGN ·SUMMARY ·RE:.PORT WilH D!::rLE.CTIONS .... FREE FORMA f •••• SHORl CIUl PUT EXECUTION OPTIONS • • EXECUTION MODE = ANALYSIS ONLY MAWIUJII NUMBER OF ITEAAlIONS = 1 UNITY CHECK RAN6f = 0. 950 fO 1.050 MAXHUI SEEiMENl Sl2E = c, 000 r T COO:. Cf LlN!:AR 1:.XPANSION = 0.0000065000/DES.f NOD. Or 1:1.ASTICITY,E = 29000000. PSI LOCATE FLANGE BRACil'E = NO DES!SN INPUf ECHO C & S l RAD INS [;(), , P. 0, BOX 42527, HOUSTON, lX rt242 • 3408A.S1,Rr _ __ RS LOADED SPLICES LOADl:D -JOBlt93408A. Sl, f<f-_ RAZ, 8/14/9&11 ,, ,_AC, FB,, Df,,, ,SH 3, 1,,,, ,,., N. SPANS 30~ 14.,, 8.25, 8.,,, 8. ,_,,, '' f:i 7,292,, B181,,,,,,,, 50. 12,,,,,12.,1.,8.25,15,,,3000S,P,S D14, 11 ,, ,, 11 , !)0. 3. s, 3, S, 1:,,, X,, X LOAD FAC:TORS,28.125,80. D£AD LOAD,.05625 Ll VI: LOAD, • 5625 WINJJ LUAD,15.5,PSF,SPl:C,.8,-.7,-, 7,-.5 LOAD CONDI fIONS 1,2, £ND • PASE 1 8-14-% 40 MACRO lNPUf ECHO C & S l RADlNS CO., P, O. BOX 42'""'27, HOUSTON, 1X 7724c CYCLE 1 J.408A.S11Rf SPAN U:.N6THS 30. 000 . 0. 000 0. 000 · 0. 000 0. 000 0. 000 0. ![100 0. 000 0 Ll:Ff EXTERIOR COI..IM 'E:.,AVE WALL 6IRT BASE MID MID KNEc BASE 1 cl'IP BASE I-6 _ HEIGHf SLOP£ SIZ£ D!:PTH lli:PfH OISf. D!:PTH S£fTLt: Dlff DISPL X R l{x 14.000 ·0;000 8.250 8.000 0.000 0.000 8.000 0.00 0.00 0:00 8 0.00 61Rf AND .BRAC£ LOCATIONS 7. 292 0. 000 0. 000 0 •. 000 0. 000 0. l'-00 0. 000 0. t.00 0. 0~,0 0. 000 0 ~18 50.00 . 0.00 0.00 0 RAl-ltR AT LlFT KNhl:. 12.000 0.000 0.·000 0.000 12.000 1.000 8,c:'.50 15.000 0,0 30005 P $ 0 S£CTION 1 FOR RAFrER SECT FLANSE WE.B /OUltR f-LANSE-/---IU----/-lNNt.R f-LAN6!:.-/ LlN6TH f-Y f-Y Kx 014 0.00 50.00 .0.00 :0.00 .PURLIN AND BAACt LOCA1IONS 3.~00 3.500 1,000 XX SYMM£TRIC FRAM£ 6£NERATED WifH CtNltRLlNE AT X = 13.97 f-T • • 0 41 JI! AC R 0 l HP U f ECHO C & S 1AADIN6 L'O., P. 0. BOX 4c.'!)27, HOUSTON, H: /7242 193408A.Sl;Rf _ FOClOf<S 28.125 80.000 D£AO LOAO 0.056 0.000 0.000 0.000 0.000 'LIVE. LOAD 0 •. 562 0.000 0.000 -0.000 0.000 WIND LOAO lS.:500 PSF SPEC 0.800-0. l0H.70H.500 LOAD CONDil IONS 120000000000000 LOAD 1 2 DL SLOB y I.J,/lf- LOAD 1 2 WLL SLOB X UNir LOAD 2 3 LL EiLOB y UNlr LOAD 2 3 DL GLOB y UNif LOAD 2 3 DL SLOB y UNIF LOAD 2 .3 WLL SLOB X UNff LOAD 2 3 WLL BLOB y UNif- LOAD 4 3 LL SLOB y UNif LURD 4 3 Iil. SLOB v um LOAD 4 3 DL GLOS y ~IF 'LOAD 4 3 WLL SLOB X Ltm· LOAD 4 J' WLL GLOS y lJHr LOAD 5 4 DL f:iLOB y I.J,/If- LOAD ::i 4 WLL GLOB X UNIF ENIJ LOAD GONlJITION ARRAY 1 DL 100. LL 100. 2 DL 100. ~;-. WLL 100. LOAD .L'ONiilllON llc:SCRIPTIONS • ,. DEAD + l.IV!: LOAD DL + WLL • 0.00 0.00 0.00 · 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.~ 0.00000 0.00000 0.00000 -0.01790 0.3785& -0.60174 -0.0&017 -0.0141& --0.02720 0,3'.:645 -0.&0174 -0,06017 -0.01416 0.02720 0.3264::i -0.01"/90 0.23660 0. 0. 0.00 0.00000 12.89770 0.00000 0.00000 0.00e-i00 14.02117 14.021"/7 0.00000 0.00000 0.00000 14. 02177 14.02117 0.00000 12.89170 0. 0. 42 0 0 0 0 0 -0.01790 DLWT 0,318$ WL.LX -0. 60174 LIVE --0.06017 DBW -0.01416 DLWl -0,0272'0 WLLX 0.~"'i!.645 WLLY -0.60174 LIVE -0.06017 DEAi, -0.01416 DLWf 0.02.720 WLLX 0.3264::i WLLY -0. ~1790 IiLWl 0.23660 WLLX FRAM£ DE.SI 6 N DA r A C & S 1 RAD INS CO., fJ. a: BOX 42527, HOUSTON, 1X 77242 -340BA.S1,RF ~IBURAl ION !SYMMETRIC f-AAME) ••• BUILDING WIDTH = 30.00 ff NUMBER Of ~ANS = 1 SPAN WIDTHS lff) = 30.00 DE:Sl&"N BAY SIZ!:. = 28.12 fl Ll:FT EAV£ HEI6Hf = 14.00 ff RlGHT !:AVE Hl:.I6Hl = 14.00 f-1 L£ff COLI.JllN SLOPc = 0.00 /12 L!:.rT RAFTER SLOPE = 1.00 /12 RI6Hf RAFfER SLOPE = 1.00 /12 RIGHT L1JLUl'IN SLOP!:. = 0.00 /12 GIIH DEPfH = 8,2j IN PURLlN D!:.1-'TH = 8.25 IN ~OAOIN6S ••• De.All LOAD= 2.000 PSF LIV£ LOAD= 20.000 PSF WIND LOAD= 15.500 PSf- WIND· LOAD PARAM~fERS ••• WIND ·LOAD 'M!:.THDD = !:it-'EC WIND IN fENSITY = 1::i.50 PSF MEAN ROOF HEIBHl = 14.00 H WIND L&"T COEFFICIENTS = 0.80 -0. 70 ·-0. 70 -0.50· FOR'WLL ·WIND ,RloHT CO!:.Ff-ICI!:.NlS = 0.80 • CONDITIONS ••• Lr'CONDilION 1 = DE:AD + LIVE LOAD LOAD CONDI mw 2 = DL + WLL • -0.70 ..:0, 70 -0.!"10 f-OR WLR DESIGN SUMMARY R£PORf C & !:i 1 RAD1N6 CO. , µ; D. BOX 42527, HOUSTDN, 1X t724'i!. JOBl93408A. Sl, Rf I . REACf.IONS ~NO DfFLECfIONS -LOAD CONDITION_ 1 -DEAD·+ LIV£ LOAD ON Mt.Jl!Bl:R VERll(;AL HORIZONlAL MCJMl:.Nl VERTIL:Al HORIZDNlAL J01Nf JOINf RfACTlON REACTIOO ·REACflON Dl:FLECTION DEfLECTION , NU!llliER NUMBE:R (KIPS) (KIJJS> (KIJJ-r l > ( INi ( IN) --- 1-1 2 2 3 3 4 4 5 5 ~-711 0.000 9. 7:11 -2.359 0.000 -0.010 -1.::,21 -0.010 0.000 FRAMf REACTIONS AND DEFLECTIONS -LOAD CONDITION 2 -DL + WLL Sl:C1 ION Mi:P'iB!:fi Vl:R11CAL HORIWNlAL MOMEtfl VE:Rl !CAL JOINT JOINT REACTION REACTION REACTION OffltCTION NUl'IB!:.fi NWJ!iBEfi (KIPS) (Klt'Eil (KIJJ-f-1) (IN) ------- 1 1 -!:i.135 -5.282 0.000 0.000 2 2 0,00j', 3 3 0.&03 4 4 0.00"2 5 5 -1.473 -2.&52 0.000 0.~i00 ., I, • 0.000 -0.122 0.000 0.122 0.000 HORIZDNTAL DfFLECfION (IN) 0.000 2.79:5 2.74& 2;&97 0.000 PAGE NO. -1 DA ft 8-14-9& DES I 0· N SUMMARY REP OR f C & S l RADIN6 C:O. 1 µ, CJ. BOX 4c.'52i 1 HOUSTON, l X 77242 µAGE. NO. -2 JOBt9340BA.Sl1RF OAT!: B-14-96 EXT. COUJ/IIN, 1-2 LENS fH 12. 90. Ff MEMBER AN6L£ 90. 00 DEG Tl:MP DIFF 0. P£6. F RELEASES 0 WEI SH f 231. LB • ION Ll:.NSTH YlillJ NO. b1BMENT IHTH AT 1.JH'TH Al WTE.R fll!N6E WcB MAX WMB Al LOAD • (FT> FLG WEB SEG Sllt:: . START END DR PIPE SECTION THICKNESS INNER FLANGI: UNITY CK DISf COND 1 12.42 :i0.0 7 1.i7 H 8.14 lN 8.14 IN 5.c.'50 X0.3300 0.2300 W.fLAN6f:. B18 0.85!:i 12.4 H 1 (CONTROLLING ACTIONS) AXIAL . -ALLOWABLi:. Slkf.SSES--~-MAXIftlUN S1RE.SSE.S----UNilY CHECK cor,µQNENTS-----WE:B S'HEAR-----D SECTION FORCE MOMENf FA FBO FBI AXIAL FBO FBI OUfER FL. INNER FL. LOAD FORCE ALLOW. - NO. .(KlPS) (KH-'-f-1} (KSll (KSI> (KSl} (KSI.) (KSll (KSil .AXIAL BENDING BENDING COND (KI~'Sl (KIPS) l 1 9.49 -29.30 21.36 30.00 30.00 1.80 -23.12 23.12 0.08 0.77 0.77 2 5.28 45.88 RAFTER 2-3 Li;NGTH -14.02 Ff MEMBER ANGLt:: 4.76 0£8 fEl'IP DIFF 0. OEG.f RELEASES 0 WEIGHf 198. LB Sc:CllON LtNSTH YltLD NO. Sc:b"Mf:Nl DEPl H AT Di.:PTH fiT OUH:.R f-LANGE Wi:.B MAX [W'iB AT LOAD NO. (Ffl FL8 WEB SEG SIZt:: STARf ENO OR PIPt:: SECTION fHICKNt::SS INNER FLANGE UNITY CK DlSf CONO 1 · 13. i4 50.0 7 1.% 1-·1 11,Yl lN 11.Yi lN 3.Yi0 X0,2250 -0,2000 W.f-LANGE Dl4 0.878 11.1 Fl 1 (CONfROLLING ACfIDNSl ·AXIAL -ALLOWAB!.,E. STfl.tSSES--MAXIMUM STRESSES----UNITY CHECK tOMPONEN1S-----Wi:.B SHE:.AR------D FA FBO FBI AXIAL FBU .. FBI OUfER FL. INNER fl. LOAD FORCE ALLOW. -St::CTION FORCt:: MOMl:Nf NQ. {KIPS) (KIP-f-1 l (KSIJ (KSll (KSll (KSll (KSIJ !KSll AXIAL BE.NDlNG llENlllNG CONll (KIPS) (KIPS> ·1 1-2.52 30. 71 11. 66 30. 00 30~ 00 0. 60 24. 71 -:24 •. 77 0. 0:5 · 0. 83 0. 83 1 9. 06 42. 91 RAflER 4-3 LENGTH 14. 02 Ff Ml:MBER ANGLE 115. 24 OE8 fEMP Olff 0. DEG. F RaffiSES 0 WEIGHf 198. LB S!:.C1 ION WffiTH YiillJ NO. Si:.SMEN"I DEP1H AT IJU!TH Al OUl!:.R f-LANBE WEB Jl'IAX L11Mll AT LOAD NO. (Ffl FLG WEB SES SIZE START £ND OR PIP!: SECTION THICKNt::SS INNER FLANGI:: UNITY CK DISf CUND 1 !'3. i4 :i0.0 "J 1.,% f-1 11.Yl :lN 11.Yl lN 3.970 X0.2250 0,2000 W.f-LANGE. D14 0.8i8 11.1 Fl 1 (CONTROLLING ACTIONS) AXIAL • .. ON FORCE !KlPS} -ALLOWABLt STfl.tSSES----MAXIMUM STRESSi:.S---,-LJNil Y CHECK cm,iµQNi:.NTS---WELi SHEAfl----D MOMENf FA FBO FBI AXIAL fBO . FBI OUTER FL. INNER FL. LOAD FORCI:: ALLOW. - (KIP-Hl O<Sl} O<Sll (KSil (KSll (KSll (KSil AXIAL BENDING Bl:NDINB (;OND (KIVii} (KIµsJ "! 1 2.52 30.71 11.66 30.00 30.00 ~.60 24.71-24.77 0.0:5 0.84_, 0.83 1 9.0& 42.9/ • DESIGN SUMNA~Y RcPORf C & S lRADIN6 (;()., P.U. BOX 42:,271 HDUSTUN, lX 17242 JOB#93408A.S1,ffi:' PASE NO. -3 DATC: 8-14-9& EXf. COLUMN 5-4 LENGTH 12. 90 Ff MEMBER ANGLE 90. 00 DEG fEMP D!FI= 0. DEG. F REU::ASES 0 WEIGHf 231, LB • [IN illEiTH YIELD NO. &ib'IENT DEPTH AT Dl::PTH AT OUH:R f-LANGE WEB (FD RS WEB SES SIZt:: STARf £ND OR PIPC: SECTION THICKNC:SS MAX WMB AT WAD INNER FLANSC: UNITY CK DISf COND 1 12.42 !:10, 0 ·1 1.7"1 F1 8. 14 IN 8, 14 lN 5.250 X0 •. 3300 0. 2300 W.rLANSE B18 0.855 12.4 r1 1 (CONTROLLING ACTIONS) AXIAL --Al..LDWABLt. !:iTkESSl::S---MAXlMUri !:i1Rl::SSES--1.JNilY L'HECK L1JMµQNENTS---Wl::B SHEAR---D SECHON FORCE MOMcNf FA FBO FBI AXIAL f'BO F.81 OlHER FL. INNER FL LOAD FORCc ALLOW. - 'NO. <KIPS) (KIP-I-1 ) (KEil) (KSI> (KSI) (KSl) (KSI) (KSI) AXIAL BENDING BENIJlNl:i (;QNlJ (KIµs) (KIµsJ ·1 1 9. 49 -29. 30 21 • .36 30.00 30.00 1.80 -23.12 23.12 0.08 0.11 0.17 1 -2.3& 34.41 fOTAL FR.AME WEIGHT IS 8:59. LS • FLANGE BRAG£ REPORf C & S TRADINS CO., P.O. BOX 42!:,271 HOUSTON, lX 77242 PASE NO. -1 JOBt93408A.S1,Rf . DArE 8-14-% ._AH:. 1-LANSE BRACING = N COLUMN 1 -2 GIRTS LOCAl !:D Al 7.29H BRACED Af X RAHER 2 -3 PUl<LINS LOCAl!:D fiT 2.4BFT !:,,991-1 9. !:,1!-T 13. 021-1 14.031-1 BRACED Af X X X RAf-lER 4 -3 PUIUNS LLJ(;A1 !:D fiT 2.48FT !:,, 991-1 9.51f1 13.t'iffl 14.t'i31-l BRACED Af X X X COLUMN !:, -4 GIRTS LOCAfED Af 7.29H BRACED Al X • • A N C H O R B O L T S A N D C O N N £ C T I O N S R f P O R T C & S 1 RAD INS c,-o, , P. LJ. BLJX 42!:127, HOUSTON, lX 77242 JOBi93408A.Sl,RF .Rr JOINf 1 -EXT£RlOR COLUNN COLUMN BASE SIZtS DEPlH .. ·... .... ... .... • B.1400 (lN) OUfSIDt FLANS£ WIDfH •• j,2500 (INl INSIDE rlJlN6E ·WIDTH ••• ~.2500 ClN) *** THERE IS NOT A BASE PLAD: IN THc SPLIC£ PLAfc FIL!: WHICH SATISFIES *** *** 1Ht ALLLJWABLt f-ORCE AND JriON::N1 ffi:.WlRE~l::.NlS HJR .1Ht ABOVE:. (;ONNtCi WN. *** ·CRITICAL REACTIONS (A(;i UAL VALUES) HORiZONTAL • • -5 •. 2B (KIPS> DOWNWARD .. ,. 9. 71 <KIPS) UPWARD .. .. .. -5.14 (KIPS) suµPORl JOINT !:, --E:.XTERlOR (;OLUMN COLUMN BAS!: SIZfS DfPfH .... ... .. ........ 8. 1400 (IN) • SlDb H.ANSE WIDTH .. !:i. 2506 ON) IDc FLANGf WIDTH ••• j,2j00 (1N) , .. ,,,,_ LOAD COND NO, 1 2 ALLOWABLc REACTIONS (lNCREASI::. f-(IR WIND) 0.00 (KIPS) 0.00 (KIPS) 0.0e <KIPS) Hf lHtRc lS NOT A BASE PLATE:. lN THE. SPLICE PL.AT!:: FILE WHIL'H SAl I&"FIES Hf Hf THE ALLOWABU:: fORCc ANO MOMcNf Rt:QUIRalENTS FOR TH£ ABOVE CONNECTION. *** CRilI[;AL. WICTIUNS (ACTUAL VALUcSl HORI iON fAL • • -2. 3& (KIPS) DOWNWARD • • • • 9. 71 (KIPS) UPWARD .. .... -1, 41 CKIPSl • LOAD [;[INIJ NO. 1 1 ~ ALLOWABLI:: kEACl l ONS (INCREASc FOR.WIND) 0. 00 (KIPS) · 0.00 (KIPS) 0.00 CKlPS) PASE NO. -1 DAfE 8-14-9& ANCHOR BOLfS AND CONNECfIONS REPORf C & S 1RADIN6 CO., P.O. BOX 42527, HOUSTOO, lX '7242 JOB#93408A.Sl,Rr .CTION DESIGN DATA FOR MEMBER 2-3 Af DEPTH 1: VERTICAL KN££ SPLICE (3) S"PLIL'E DEPTH: 11. 9100 !IN) LOOROLLING ACl IONS (ACTUAL VALUES) MAXIMUM POSITIVE MOMENT ••• FRAM£ DATA AT SPLICE L!::FT SIOC: RIGHf SIDE ASSOCIATED AXIAL fORCE .... ASSOCIATED SHEAfi f-LJRCE .... SECTION DfPfH ............ 8.1400 (IN) 11. 9100 (IN) CONtROLLINS LOAD G()ND ••••• O!f!l::R !-LANGE WIDTH ••••••• !::J •. 2500 ilN) ~. 9·100 (lNl OUfER FLANGC: THICKNESS ••• ~.330~ (IN) 0.225~ UN) MAXIMUM NEGATIVC: MOMENf ••• WE:B lHlCKNESS •••••••••••• 0.2300 (lNJ 0.2000 (lNJ ASSOClAl !:.D AXlAL i-ORCE .... INNER FLANGE WIDTH ••••••• 5. 2500 iINl 3. 9700 (IN) ASSOCIAfEO SHEAR FORCE •••• INN::.fi rLANG!:: lHICr.NcSS ••• 0. 33tt0 HNJ 0,22!::J0 (INJ CONTfiO!J_lNG LUAD CLJND ••••• *** THERE IS NOT A SPLICE PLATE IN fHE SPLICE PLAfE flLE WHICH SATISFH:S *** *** Hi!:: ALLUWABL!:: !-ORCE AND MOMENl RELIUIREMENHi f-[Jfi ·iii£ ABOVE CONNI:ClION. *** CONN!::ClION DESIGN DATA HIR l"il::l"iliEI( 2-~ AT DEP"IH 5: fiIDG!:: :i!JLlCE (!::J) SPLICE DEPTH: 11.9100 (INJ FRAME DAfA Af SPLICE LEff SIDE RIGHf l:iIDE -·-SECTION DEPfH ............ 11. 9100 (!NJ CONTROLLING ACTIUNS !ACTUAL VALU!::S) MAXIMUM POSlTlVE:. MOMENl ••• ASSOCIAfED AXIAL FORCf •••• ASSOCHl1l:.D S1it.Afi HJRCE:. •••• CONfROLLINS LOAD COND ••••• PAGE ND, -2 DATE 8-14-96 35. 13 (KIP-f fl -0.85 (KIPS) -5.24 (KIPS) 2 -2/. 81 (KIP-ff) 3.12 (Kil-'Sl 9.0& (KW:,) 1 33.05 (KIP-rll 2.35 (KIPS) "-0. 20 (KIPS) 1 .aP'uTEfi !-LANGE WIDlH ••••••• ~.9,00 (lNl WIJiU f ER FLANGf THICKNESS .. • 0. 2250 (IN} W't:.B l HICKN::S'S .•........... 0. 2000 HN) INNER FLANGI: WIDTH ••••••• 3.9700 (IN) Il'ff.R f-LANSE lHICKNE:.S'S .. • 0, &:50 (lN) 11. 9100 UN) 3. 9700 (lNl 0.2250 (!Nl 0,2000 (lNl 3. 9700 {IN) 0, Zc:50 (lN) MAXIMUM NEGAiIVE MO!IIENf ••• ASSOClAlED AXIAL f-LJRCE .... ASSOCIATED SHEAR FORCf •••• CDNl ROLLINS LOAD [;[JNIJ ..... -12. 9::i (KIP-Ff) *** THE~ IS NOT A SPLICE PLAff IN TH£ SPLICE PLATE FILE WHICH SATISFIES *** *** lHE ALLOWAllLE:. 1-LJRCE:. AND MOME:.Nl kE:.WifiEMENTS .f-LJR lHE ABOV!:: GONNl:CTIUN. *** • -0.93 (KIPS) -1. 76 (KIPS) 2 ANCHOR BOLTS AN' D CONNECTIONS RI: PORT C & S lRflDIN6 GO., I-'. [J, BOX 42:.27, HOUSTLJN, 1X i7242 JOB#93408A.Sl,Hf -· .TION DES16N DATA FOR M!:M.81:R 4-3 Af DEPfH 1: VERTICAL KN!:£ SPLICI:: {3) !:ii-'LltE DEl-'TH: 11.910~ {lN) toN1RDLL1N6 ACllLJNS (AC iUAL VALUES) MAWIUM POSITIV!: NOMENf ... FRAM£ DATA A f SPLIC£ Lf::Ff SID£ Rl6Hf SID£ ASSOCIAfED AXIAL FORCE •••• ASSOCIA1£:D SHEAR rLJRCi:: •••• SECTION DEPTH •••••••••••• 11. 9100 {IN) 8.1400 (IN) CONTRO'i-LING LOAD' COND ••••• OUli::R f-LANGE WIDlH ••••••• 3. 97r,0 { IN> 5,2500 {lN> OUIER !UNG£ fH!CKN£SS ... 0.2250 {!N) 0.3300 UN) MAXIMUJ'li N!:6AfIV£ MOMl:NT ••• Wi:.B 1HltKNi:.SS ............ 0.2000 {lN) 0.2300 (lN) ASSDC1A1ED AXIAL f-DRC!:. •••• INNER.FLANS£ WIDTH ••••••• 3. 9700 (IN) 5.2::i00 {IN) ASSDCIAIE.O SntAR FORC£ •••• INNi:.k f-LANG!:. "!Hl(;}{Ni:.SS ... 0,2250 ON) 0.3300 (IN) WN1RDLL1N6 WAD (;[JND ••••• Hf fHERE iSNOT A SPLICt: PLATE IN fHI: SPLICE PLATE FIL£ WHICH SAUSFil::S fff *** THE AL_LOWABLE HJRCE AND ffiOMEN"i kcUUlfiEMENTS HIR 1 Ht ABOVE (;ONNECHLJN. *** CONNECTIDN' D!:.SH:iN DATA FOR l!'i:.MB!:.k 4-3 Al DEPTH 5: kID6E S~'LlCi:. (5) SPLICE DEPTH: 11. 9100 (IN) FRAME.DAfA AT SPLICI: Ll:Ff SIDE RI6Hf SIDI: CONTROLLING ACTIONS (ACTUAL VALUi:.S) MAXIMUM fJCJSITlVc MDriN'f ... ASSOCIAfED AXIAL FORCE •••• ASS-OClAlED SHt.Ak rORCc •••• CONTROLLING-LOAD COND ••••• 1-'ASE NO. -3 DA ff 8-14-96 0.00 (KIP+J) 0.00 iKIPS) 0.00 (KIPS) 0 -27. 61 (KIP-FT) 3.12 (KlPSi 5. 0c, (KIPS) i 33. 05 (KIP-r l > 2.3::i {KIPS) -0. 20 !KIPS) 1 .. __ SECTION DEPTH •••••••••••.• 11. 9100 (IN) .•• I H::R !:LANGE WIDTH • .. .. .. 3. 97ro0 (lN) fER·FLANGf THICKNESS ••• 0.2250 (IN) . WEB 1HICKNHiS .. .. .. • .. .. • 0. 20e't0 (lN) INNER fLANG£ wrn fH .. .. ... 3. 9700 (IN) It-.ffl;k f-LANEiE lHIC."!<NtSS .. • 0.2250 UN) 11. 9100 HN> 3.9700 !lN) 0.2250 !IN) £;,2000 UN) J. 9700 (IN) 0.2250 (IN} MAXIMUM NfGATIVt MOMl::Nf .. • -12. 9::5 (KIP-fTl ASSOCIATED AXIAL 1-DRCE • • • • -0. 63 (KIPS) ASSOCIAfED SHl:AR FORC£ •••• 1.89 (KIPS) CONl ROLLINS LLJAD tLJNIJ • • • • • 2 *** fHERc 1S NOT A SPLLC£ 'PLAfl:: IN fH!: .SPL!C£ PLAff FIL£ WHICH SAflSflfS *** *** 1Hc HLLOWABLE 1-DRCc AND PIOrikNl REUUll<cMl:NHi I-UR lHE: ABOVc (;[JNNcClION. fff Job end Date 8-14-96 li1e 10:12:13 • \. 50 • • • DESIGN CALCULATIONS for JOB#93408 RE: RD ENGINEERING AND CONSL LOC: CARLSBAD, CA BUILDING DESCRIPTION; 2 Type: Gable Synvnetrk;al Interior Coumns: NIA Width: 11·-o· Length; 20·-o· Eave Height: 1,•.7• Roof Slope: 1:12 Bay Spacing: 1020' ' DESIGN LOADS Design Code: UBC'14 Dead toad: Weight .of metal building as suppllfld by Mid-West (2.0 psf) Roof LiYe Load: Based on tributary area per above code Snawload: NIA Ground Snow (0.7 coefficient), 1=1.0 WmdLoad: 75 mph, Exp. •c•, t-1.0 Seismic Load: · Zone I .1=1~0 Collateral Load: Opsf JOB TITLE ¥:D EtJ ~, tvb-6 !;:'..1 µ6-i DESCRIPTION C.;S 30-)( 2-S° X { 'f 1 __ , l \'2- 52 JOB NO. _____ __,;:_v-=8"---c.,_O)__,__ ~---· --'-', U, 1 ---'--~-----t-/_e;-'-r;;-_/V'~P_t.\_E?~X~-~.{)_\._..,· r;_.,,,_''--~-- QUOTE NO. -""------- DESIGNED BY~ CHK'D BY_-__ DATE ",( Ii ~t:7)/:, SHEET N6. _, -- I 3 '-i, I 1-'-t> ,1 3~b" 3''-t.'' 3q., 3L~'' - UIP..i:; • F..6 • ~5 , L-E •/2-& • [;: lvPwAL.,-l-..::, I• • ......_ &=2:-rS-,,..-cc I .......__ s:i1? ..---~f:.S-11, 'l-z:-1~ ........ $£.. SI.. ,g cr-b ---,-5rct"5:. --. :S-l-:,l.. "is 2::1 ~ ----. -..... -,; c:: ,s "5£.. ~L,,, ,S-f;: I b _,, ' 8-c:.ib -----.$l=1t;"",;,---$ I.. $1-------8 2;:t§ .... 'ge ~,:... i;. /' ~e's-... ...... I I \ \ <;/-t;; r b V / :5 \AO VJ C--l-:-r f.::, {_z_-&01-.,--"'=>j Q_ 71-.:i)f2..., n'._-~1-~ \ ~ ') • P..S {2...E:Ac---r IO JJ 5 OL--tL'-r/P. f)L-tJ/vf.-,. v e:. P-:f Nj A \-Jo f2. +£. ..± ) ' (, J.:... ~·, [5<J f.. Z,2-'-<--1, . t.3 K • _as. • MIDWEST M~TALLlC *** PURLIN DESIGN *** JOij NUMBER: TEMP ( FULL OPTIMILATION) *** GEOMETRIC DATA *** BAY S~ACING fF~ET) : 25. , 20. INSEt LE~l <FE~T) : 1.250 lNSET klGHl (~~ET) : 1.250 PURL IN EX f'N Lt:::t-= r (Fr.) : • 00000 PURLIN EXl"N RIGHT (r·T.) : .00000 ROOF SLUPE :1.000/12 HOklZONlAL SPAClNG (FT.): 3.~0000 PURL IN Dc.P rH ( INCH) : 8. 00 TOP FLHNGE BRACED ~T 1.00 FEEl *** DESIGN CRifERIA *** DEAD LUAD <PSF) : 2.00 LIVE LOAD (~SF): 20.00 WIND Vt:::LOCITY PRESSURi::: (q): 1~.500 PSt-= SPECIAL WIND COEFt-=.: -1.30 MAX. ~OMBINED SH~AR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. b~FLECTiUN LlMIT PER SP~N : L/150. *** LUADING COMBINATION *** 1. 'DL+LL *** $PAN # 1 4 • 2, DL+WL ,CRlT IC;AL ROW ANALYSJ:S LENGfH -------- 1.2500 22:. 7~·00 18.7500 1 • 2!:r01?' SUMMAkY *** LAP SIZE CJF Li:::FT SECTION ------------- • 0000 8Z16 • 1£1000 8Z16 • 312~ 8'Z16 ~ 0000 8;216 LAI=• RrGHf ------- • 0000 . 3125 • 0000 .0000 WlND coi:::i= ------- -1. 3000 -1. 301£10 -1. 3000 -1. 3012.10 DL + WL CKLf") ------- -.0638 -.0638 -.0638 -.lll638 DL + LL (KLF) ------- • 0767 • lll76 7 • 0767 • 0767 54 *** ~LANGf BRACE INFORMATIUN *** SPt'.=IN NDLE.NGTH CJU"l SIDE INSIDE SPAN NU (FT. ) BRACES BRACES • 1 1.250 2(~11 • 0000 1@1. 2:'.:i00 .... 23. 750 24(!11. 0000 1(!123. 7500 C. 3 18. -r:::,0 19(H. 0000 1@18.7500 4 1.250 2(~11. 0000 ll]IL 2500 • • .JOB Ni'.=lMl::.: Tl::.MP LOADING CUMBINA1ION *** PURLIN DESIGN *** DL+LL 55 !-'?-!GE 2 .• ! LO! MOMt::NT ! SHEAR! ALLOWABLE FORCES . ~UN I TY CHECKS ! Dt::FL ,~! #! K-Fl ! KlP ! MOMENl <MaJ SH~Ak<Va> SHEAR B~ND CUMB! -L/- . . ' -------------------------------------------------------------------------------!LS! • 0121! • 1210 ! • 0121 • 00 .• 01l1 • ll10 • ltJ0 ! !LL! • 00 ! • 00 ! .00 • 00 • 00 .00 • 00 ! 1!FM! • '210 ! • 00 ! • Ill IQ • ll10 • 00 • 0121 • 00 ! 2;8 !RL! • IZllll ! • 00 ! • 00 • 00 • 00 • 00 • 01Zi ! !RS! -.06! -10! c:• ···,-· 2. !:,2; • '214 • 01 • 00 ! . ~-c.,.;, ----------· --------------------------------------------------------------------SP!LU!MDMl::.N'I ! SHl::.AR~ ! #! K-Ff! KIP ! HLLUWABLE ~URCl::.S MOM~NT(Ma) SHEARCVa) UNITY CHl::.CKS ! DEFL SHEAR BEND COMB! -L/-------------------------------------------.------------------------------------!LS! -.06! . 83 ! 0.23 2.53 -~ . ~~ • 01 . 11! !LL! • ~0! • 00! • 00 • 1?10 • 00 • 00 • IL10 ! 2.!fM! 4.45! • 00 ! 0.2~ 2.53 • 00 • 8::5 a..:·1 . ~-158 !HL! -1.64! -.97! 5.23 ···, c:--, c. ., ;;,.,.),.;, • 2;8 • 31 • 24 ! !RS! -1.94! -.99! 10.47 ~-05 • 20 . 19 • 07 ! ----------------.--·-----------------------------------------------------------SP!LO!MOMENT! SHEAR! ! #! K~~t! KlP ~ ALLOWABLt:: FORCES MOMENT<Ma> SH~AR(Va) UNITY CHECKS ! Dt::~L SHEAk. BEND COMB! -L/--------------------------'--------·--------------------------------------------!LS! -1.94! a·::,1 • a;;;.. 10.47 5. (!l!:.i . 1b . 19 . 06! !LL! -L.69! • 80 ! c· . .:.., . .._ ...• C: ,, 32 32 • 20 ! ~-c.~ i::.. ~..::i . . 3!FM! 2.44! • 00 ! c:'. ... ,-;, .. , ~~ 00 47 • 47 ! 388 ~-.::.~ .::.. . . !RL! • 00 ! • 00 ! • 00 . 00 . 00 . 00 . 00! !RS! -.06! ,. ···11 C: ···,-., 2.-:'.,3 ·-tc:: 01 06! -. ca::.. u. c.~ • C.'-' . . ----------------·--------------------------------------------------------------SP!LO!MOM~Nl ! SH~AR! ! #! K-FT! KIP! ?-lLLOWABLE rORCES MOMENf(Ma) SHEAR(Va) ' . ' UNlTY CHl::.CKS ! DEFL SHEAR BEND COMB! -L/-----. --------------------------.----.-------.------------------------------------!LS! -.06! • 10 ! 5. ·~3 2.53 .04 • 01 • 00 ! 'LL! • 00! • 00 ! • 00 • fll0 • 00 • eiei· • 00! i-:·M! • 00! • 00! • 00 • 00 • 00 • 00 • 00! 79 ·! RL! • 00 ! • 00! • 00 • 01l1 • 00 • 00 • ©0! !RS! • 00! • 00! • 00 • 00 • 00 • Q.10 • 00! • *** PURLIN DESIGN ·*** 56 JOB NAMI::.: TE:.MP LOADING COMBINATION i-:1AGE ::; DL+WL -------------------------------------------,----------------------------------- • . ! LO! MOMl::NT ! SHEAR! ALLOWABLt::: FORCES . UNI ry CHECKS ! Dt:::r"L A! #! K-FT! KlP ! MOMENTCN~) SHEAkCVa) SHEAk BEND COMB! -L/--------------------------------------------------------------------------------!LS! • 00! • 1£10 ! • 00 • 00 • 00 • 0"1 • 00 ! !LL! • 00 ! .00! • 00 • 00 • 00 • 00 • 00 ! 1 !FM!· • 00! • 1£10 ! • 00 • 00 • 00 • 00 • 0"1 ! 46 !RL! . 00 ! .00! • 00 • 00 • 00 • 0!Li • 01.!1 ! !RS! • ll!5 ! • 08 ! b.92, 2:. 2:7 . 02 • IZll • !Li0 ! --------------------------------------------.----------------------------------SP!LU!MUMENI ! SHE:.AR! ! #! K-~T! KIP ! ALLUWABLE ~URCl::.S MOM~Nf(Ma) SHEAR(Va) UNlTY CH~CKS ! DEFL SHEAR B~NU COMB! -L/-~-----· ------------------------------------------------------------------------!LS! • 05 ! -.65! 6.78 ~-37 . 1<:; . IZil . Q.'14 ! !LL! . ili0 ! • 00 ! . 00 • 1£10 . 00 . 00 . 00! 2.!fM! -3.27! • 00 ! ., 4':, . , ,3 / 00 94 00! 228 ..:,. . . ...., . . . !RL! 2 .. 32 ! 84! 6.98 3. 2.:7 . 25 ·:.i··.,· 17! . . ~·...., . !RS! 2.59! 8'" I • o. 13.96 6. 74 . 17 . 1<:, • 06 ! -----------------____________ r ________________________________________________ _ SP!LO!MOMENT! SHEAR! ! #! K-FT! KlP ! ALLOWABLE FORCES MOME:.N~CMa) SH~AR(V~) UNITY CHECKS ! Dt:::~L SHEAR B~ND 80MB! -L/---------------.--------------·-----, -------------------------------------------!LS! 2.5'-:J! , __ 72; ! 1:::.96 6;74 . 15 . 19 • 06 ! !LL! 2.36! -.71! 6.98 -, _..:.,, ..:-• ..::, l • 21 . 34 . 16! 3lFM! -1.6:::! • 00 ! 2_;. 49 2.:. -:;_:7 • 00 • 47 • 1£11li ! 67'-:J !RL! • 00 ! • 00 ! • 00 • 00 • 00 • 00 • 00! !RS! 0c:: l • -;;J. • 46 ! 6. 98 2.:. 37 . 14 • 1Zi1 0·:.:,1 . ,_ . . ------------------------------------------------------------------------------SP!LU!MOMENl ! SH~AR! ! #! K-FT! KIP ! ALLUWABL~ ~URCES MOMt:::NT(Ma) SH~ARCVa) UNITY CH~CKS ! DEFL SHEAR B~ND COMB! -L/-_, ______________________________________ --------------------------------------- 1 LS! • 0:5 ! -.08! 6.98 3.37 . 02 • 01 • 00! .LL! .:012! ! .. 00! . 00 • 1£10 • 00 • 00 • 00 ! t-="M! • 00 ! • 0Q.l ! -~ 00 • 00 • 00 • 00 • IZllli ! 95 .!RL! • 00 ! .. 00! • 00 • 00 • 00 • 1£11£1 • 00! !RS! • 00! • 00! .00 • 0121 • 00 • 00 • 00! • •~"** GEOMl::TRIC DATA BAY SPAtlNG <FEET> MIDWEST M~1ALLIC *** EAVE STRUT DESIGN *** *** JUB NUMBER: 93408B ( FULL UPTI~lL~T!ON :21.25 . . Pi'.=1GE~7 BAY SPACING (fEET) INSET L~I-T ( FEE·1 ) EAVE EXTN LEFT (FT.) ROOF SLUPE : 1. 25@2'! : .0000 : 1. lll00/ 12 : 8. 0Q.'i lNSET RlGHT <FEEl ) EAVI:: EXTN RIGHT (~T.) HORlZONlAL ·sPACING (FT.) : 1 .. 2!:i00 • • 00Q.'!0 : 1 • 7 ::ifl10 EAVi:: STRUT D~PTH CINCH) TOP FLAN8f::. BRACED AT 1. 00. f-f::.E"I *** DESIGN CRITERIA *** DEAD LOAD (PSF) : 2.01ll0 LlVE LOAb (PSF):20.000 WIND VELOCITY PRESSURE (q): lS.500 PSF SPECIAL WIND CUEFF. :-1.300 MAX. COMBINf::.D SH~AR AND BENDlNS UNITY CHECK :1.035 M~X. SHEAR OR BENDING -UNITY CHECK -:1.035 MAX. Df::.1-L~CTlON LIMIT PER SPAN : L/100. SPAN Ll:::NGTH SECTION AREA MOMl:::N I" WIND DL + WL DL + LL -i=·r--NAME lN. SQ. lNERTIA COEF (KU-) <KLF) ----------------------------______ .;.._ -------------- 1 1. 25 BESlb 1. 090 11. 2·1 -1. 3000 -.0319 • fl12.:84 • 18.7'5 8ES16 1.090 11. 27 -1. 3000 -.0319 • 0384 1 .. ,c-Bf::.816 1~ 090 11.27 ,-1. 3000 -.0319 • fl1384 • c.,.;,:,r • *** t:::AVE SfRUT DESIGN *** 58 J'OB NAMf:.: 93408B i:-1t-lGE 2 **** Di;::AD + LIVt::: LUAD **** ·•· ! LO! MOMt:::NT ! SHEAR! ALLOWABLE FORCES UN I TY CHECKS ! Dl:.FL ! #! K-~T! KIP! MOMENl <Ma) SHEAH(Va) SHEAH B~ND COMB! -L/-__ , --·----------------------------~------------·-------------------------------!LS! . 1£10 ! • 00! • 1£10 • 00 ! • 01£1 • 01£1 • 01£1 ! 1 ! r=-M ! • 00! • 00 ! • 00 • 012.1 ! • 00 • 00 • IZtl.!.'i ! -223 RS! --• ({12; !I • 05 ! 5.71 2.37 l • 02 • 01 fll':..' I • i;... • ----------,--------------------------------------------------------------------SP!LU!MUMf:.Nl ! SH~AR! ! #! K~~T! KIP ! ! LS l· ;.... . IL.'13 ! . 36 ! 2 !FM! 1. 66 ! . li.10 ! RS! .... 1213 ! -36 ! . . ALLOWABLk ~GRCf:.S UNlTY CH~CKS ! DEFL MOMt:::NtCMa) SHEAR(Va) SHEAR BEND COMB! -L/- 5. 70 2. 37 ! . 1 :-5 . 12il . 1 ::i ! ,::; ...... 70 i;:. 2_;7 ! • ,IZllti . 2'-::l . 29 ! -71'6 ~· .,J. 71L'i .... .::. . 37 ! . 1::i . 01 . 1 ""' .... , ! ---------------------------------,---------------------------------------------SP!LO!MOMENT! SHEAR! ! #! K-Fl ! KlP ! ' ' ALLOWABLE ~ORCES MOMENl (Ma) SHf:.AR(Va) UNITY CHECKS ! DEFL SH~~R BEND COMB! -L/-_____ , __ ·.-----------.------------· ·---.---------------------------------------!LS! -. 02.; ! -.05! 5.71 2.37 • 02 • 01 Qr:..• I . .... . 3!~'fr1! • 00 ! • 01Zi ! • 00 • 00 • IZIIL'i • 1Zt0 • IZIIL'i ! -223 RS! • 00 ! • It:10 ! • 00 • 00 ! • 00 • 01£1 . 00 ! • • *** EAV~ STRUr D~SlGN *** JOB NAMl::. : ~ .:3'+08B 59 i:-•J'.-l(:iE 2; **** DEAD+ WIND LOAD **** -------~~------------------------------------, ---------------------------------- • !LO!MOM!::NT! SHEAR! ! #~ K-FT! KlP ! ALLOWABL~ FORC~S MOM~Nl (Ma) SH~ARCVa) UNITY CHECKS ! D~FL SH~Ak .B~ND COMB! -L/---------------------------------------------------------------------------------!LS! • 00! • 00 ! 1 ! r:·M ! • 012., ! • 00 ! r"tC"'.'• t t',.:::,, ,zr::.• 1 . ,~. -.04! • 00 • 00 7.bl • 00 • 00 ! 2;.16 ! • 00 • 00 . 02 • 00 • 00 • 00 • 00 ! • 00 ! 268 fr.•:., I JI "-lL-• -------------------------------------------------------,------------------------SP!LU!MUMENT! SHEAR! ! #! K-~T! KIP ! HLLDWABL~ ~ORCES MUMENf(Ma) . SHEAR(Val UNITY CHl::.GKS ! DE~L SHEAR BEND COMB! -L/---. ---. -------------------------------------------------------------------- !LS! l?.12 ! -30! -?. b It) 3-. 16 ·1 13 00 • ., I . . . . . l ,:!, • 2!FM! -1. 38! . 00! .•. -·· 1 r= -· 2i-. H·, ! . Jt.i0 . L~Lj. . 44! Bbl R~• ,...., . . 12.12 ! . 312.'l ! 7.612.'l .i· '"'. 16 ! . 13 . 012.'l . 1 •' I ...., . -----" --------------------------------·----------·------------------------------SP!LO!MOM~Nf! SHEAR! ! #! K-FT! KIP! ALLOWABLE FORC~S MOMENl (Ma) SHEAR<Va) UNITY CHECKS ! D~FL SHEAR BEND COMB! -L/-------------------------------------.---------------------, ,------------------- !LS! ILi'::' I • r;.,, • • 04 ! 7.61 3. 16 JLI''. • C. • 00 • 02 ! 3!f'M! • 00 ! • 00 ! • 00 • 00 • 00 • 00 • 00 ! 268 RC:· I ~w ! .-00! • 1210 ! • 0(!."I • 00 ! • 00 • 00 • 00 ! • • • *** *** MIDWEST Mi::.TALLl(.; GIRT DESIGN I-RON"I SIDEWALL JOB NUMBER: 93408B FULL CJJ-1T IM l ZAT l UN ) *** *** *** GELlMETRIC DATA *** Bf:.)'{ SPf..lC I NG ( F i::.E:::T) · INSET Ll::.1-"1 ( fl:.l::. T) RUOF SLUPJ::: GIRT D~~TH ClNCH> :21.25 : 1. 251Li0 : 1.012.1/12 : B. 00 OUTS 1 VE i-=·LANGi::: BRAt;l:::D Ar 1. 1£112.1 i-:·1::.E r *** DhSlGN LklTERlA *** lN!::iET klGH .. 1 (FEET) MAX. TRIBUTARY SPACING (FT.) Gli-<T CDNl..llTlUN WIND VELUCl TY PRESSURE (q): -15. ::,i0 PSf- : 1. 2500 : :3.6458 : BY-I-kf..lMl::. W!ND LUAD PRESSURE COE~F. : .90 WIND LOAD SUCTION CUEF~. :-.90 MAX. ~WMBlNED SHl::.AR AND Bi::.NDlNG UNITY CHECK: 1.03 MAX. SHEAR OR B~NDING UNITY CHECK : 1.03 Mf:.lX. lJE}·LEc·1 lUN LlMI"l J:-1ER SPHN :L/ 90. 1 .***. *** $PAN # ---- 1 • BAY MAX St-1AClNG ·1 RlB· SPA --------------- 18.7::.00 ::...6458 LOADING COMBINATION l. WU-1 2. WLS CkllICAL ROW SUMMARY ANALYSIS LA!-=1 LE;:NGTH U:.i=··1 ---------------- 18.7~00 • iltlZIIZI© PRESSURE SUCTION PRESSURt:: CUEF CUEF (KU-) -----------------------• 9000 ..,._ 9000 • Jll7 88 *** *** SIZE ui-=· LAP SEC"I iuN RIGH''l ---~--------- 8216 • 0000 SUCTION (KU-) -.lll788 *** FLANG~ BRAC~ INFURMATION *** SPAN NOU:.NC::i,TH SPAN NU (FT.) • 1 18. 7!:,0 • • UUTSlDE BRAC~S 221111 • 0001Li lNSIDE BRACES 11]121 • 250"1 61 JOB NAM!:::: 934088 LOADING COMBlNATIUN --WLP *** GIRf DESIGN *** *** ~kUN1 SIDEWALL *** 62 PAGE 2 • ! LO! MOMENT! -SHl:::AR ! -----ALLOWABLE -FORC!:::S -----! -------UNI TY -CHECl-{S ----! -Dt:::FL --- ! #! K-F-T! KIP ! MOME:.NI (Ma) SHEAR(Vc:d SHEAk BEND CUMB! -L/----------------------·----------·----------------------------------------!LS! • ILIIZI ! • 74 ! b. 9B -. --~ ~-~' . 22 • 01£1 0c:-1 • '-I • !LL!. • !ZIil'! ! • 00! • 00 • 00 • 012.1 • 00 • 00 ! 1 ! FM! ·:,· ' r I '-'. "f b . • lillZI ! 6.9g -. -.-~ •• ..::i I • 1£10 • e-.:,0 • ::.,0 ! 242 !RL! • 012.1 ! • 00 ! .00 • 00 • 00 • 00 • 12.11Ll ! !RS! • 00 ! -.74! 1 ···,c:· • c,_, ~.37 ........ • r::.c. • ILIILI • IL15 ! • • JOB NAME: 9.3408B LOADING COMBINAlIGN --WLb *** GIRr DESIGN *** *** ~RGN1 SIDEWALL *** f"\ ') Ou PAGE 3 •--_---' ---------------------' ---' -------------------------------------------- ~LO! MOM~NT ! SHEAR! ALLOWABL~ FORCES ! UNITY CHECKS ! D~FL . ! #! _ K-FT! KIP! MOM~NTCMa) SH~AR(Va) ! SHEAR BEND COMB! -L/------------------.-------------------------------------------------------------!LS • 00 ! ---.74! b.98 3.~7 . 22 • 0'2i • IZI5 ! !LL • 00 ! • 00 ! •. 00 • 00 ! • 00 • 00 • 1210 ! 1 ! fM -2;. 4-6 ! . 00 ! 4 .• BB ~ •• ..:!JI I • 00 • 71 • 01£1 ! 242 !RL • 00 ! • 00 ! • 12.10 • 0Q.i • 0It.i • 0It.i • 00 ! !RS • fL11Zi ! .74! 6.98 3. 2.:7 . 22 • 00 • 12J::i ! • • *** GIRrs *** SPAN EH-JY NLl. $PA(;ING ·-1-;1~2;~~ *** FRONT SIDEWALL RESULTS*** JOB NUMB~R: Y3408B GIRT i:;LEVATION 7. 291 l 11. 2917 L~P LEFT ~ULL BAY/ RlGHT L~FT OF OP~NING BTWN OPNG U~ OP~NING .0000 8l16 .0000 8216 LAP RIGHT ,,.,4 u . 0000 • 0000 --.---------------------------------------------------------------------------GIR1~ ARE DESlGNED WITH BY-FRAM~ CDND111DN • • • *** *** MIDWEST ME::.lALLlC GIRT DC:SIGN BhCK SIDEWALL *** *** • JOB NUMBER: 934088 ( FULL UPTIMllfiTlUN) *** GEOMETRIC DATA *** BAY SPi'.-!ClN8 (Fl::.ET> INSET L:l::.f-T <FE::.E .. i) ROLlf' SLOP!::: GlRl. DEPTH CINCH) ;21.25 : 1. 2500 : L 00/12 : 8. 0iZI OUTSIDC: ~LANGE BR~CEO AT 1.00 fEEr *** DES.IGN LklTERlA *** 1 NSET R l 6H .. 1 ( FEE"l ) : 1. 2500 MAX. TRIBUTARY SPACING (FT.) : ~.6458 GIRT CONDITION :BY-~kAMl::. WIND Vl::.LUCllY µRESSURE (q): -l~.50 µsf- WlND LOAD PRESSUR~ cuc:i:F. : .90 WINO LOAD SUCTION CUEf'~. :-.90 MAX. COMBIN!::.D SH!::.Ak ~ND BENDING UNITY CHECK : 1.03 MAX. SH~AR OR B~NDING UNITY CHECK : 1.03 MAX. Dl::.~Ll::.CTlUN Ll~ll PE::.R SPfiN :L/ 90. SP1'.:!N N0. 1 BAY SPACING 18.7500 MAX PRESSURE TRlB SPfi C..:UEF --------~------- 5.6458 .9000 SUCTION C..:Dl::.F . -.<:>000 PRESSURE <KU·> . 0788 SUCTION ( KLF-) -.0788 • -li:-** LUAD I NG CUIYIB I NAT I ON *** 1. WU-1 2. WLS *** C..:RlTlt.:i'.-lL ROW SUMMARY *** SPAN ANALY~IS LAP SIZE UF LAP :j:j: LENGTH LEFT SECTICJN RIGl--(J --------------______ ,... _..;,,. ____ 1 18.7500 • 0000 8216 • 0000 • *** ~LANG~ BRAtE lNFORMATIUN *** SPAN NUU:.NGTH 11f11iiPA 1 N NU ( FT. ) • lB. 7!:i0 •• • UUTSlDE BRACES 221!11. 0t;!l00 INSIDE BRACES 1 (~21 • 250!L1 66 JLlB NAM!::: 93408B LOADING COMBlNATIUN --WLP *** GIR( DESIGN *** *** B~CK SIDEWALL *** 67 PAGE 2 •----.--------------------------------------------------------------------! LlJ ! MlJMt::NT ! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! Dl::.FL ! #! K-FT! KlP ! MOMEN1 CM~) SH~Ak(Va) ! SHEAR BENu COMB! -L/-------------.-----------------------,-----------------------------------------!LS! . 00! -·· , I .t"t . 6.98 3.37 . 22 • 00 • 05 ! !LL!· • 00! • 00 ! • 1210 • 00 • 00 • 00 • 00 ! 1 !Fl'•'l.! • • / 1• I ~ •• "+b . • 00 ! 6.98 ..... ···-~-~, • 0121 • ::illt • 51Li ! 242 !RL! • 00 ! • 00 ! • 00 • 00 • 00 • 12112.1 • 00 ! !RS! • 012!! -.74! 1 .-,c:-. ,::._, 2;. 2:7 . 22 • 00 • 05 ! • • J'OB NAM!:::.: <:,2,;408B LUAOING COMBINAtION --WLS *** GIRT DESIGN *** *** BACK SIDEWALL *** 68 • ------------------------------. ------------------------------------------!LO!MOM~NT! SHE~R! ALLUWASLE FORCES ! UNITY CHECKS ! D~FL ! #! K-FT! KlP ! MOM~Nl (Ma) SH~AR(Va) SH~AR BEND COMB! -L/---·------, _________________ , ______ ·----r~ --,----------------------------------- !LS! • 1£11Zi ! -.74! b.l::)B 2;. 37 . 22 • 00 • 05 ! !LL! -• 01Zi ! • 00 ! • 00 • 00 • 00 • 00 • 00 ! 1 !FM! -2:. 46 ! • 01l.l ! 4.88 2; .• 2:1 • 00 . ·11 . 00 ! 242 !RL! • IZll2) ! • 00 ! • 00 • 1?10 • 00 • 00 • 00 ! !RS! • 1210 ! • 74 ! 6.98 ·--.-. •""1•"'1 • 1210 flli:::-I ..:, • ..:i. t • a::.a::. • .._I • • • ***GIRTS*** SPJ'.=!N BAY . NU. SPACING .1 21.2500 *** BACK SIDEWALL RESULTS*** .JOB NUMBER: <:134·08B 8IRT ELl:::VATION I. 2917 11. 2917 L~P LE~1 FULL BAY/ klGHl L~~r OF OP~NING BfWN OPNG UF OPENING • IZIIZIIZIQ) 8 l 16 • 012.llZIIZl BZ 16 LAP RIGHT 68 • 0000 • 0000 -----------------------------------------------~-------------------------------GIRTS ~k~ DESlGN~D WITH BY-FRAM~ CUNDlTlUN • • • • *** *** *** GEOMETRIC DATA *** MIDWEST M~lALLIC GIRT DESIGN LEFT .E:.NDWj'.:.JLL JOB NUMBER : 9,341Zi8B FULL UPTIMIZATlUN) : 16. 000 *** *** BAY SPACING (FEET) INSET U:.F-·1 (FEET) RIJUF SLOP!:'. : .01?)/12 lNSET RlGHT <f-EET> .3333 MAX. TRIBUTARY SPACING CF r.) : :;5. 6458 GlR.l D.E:.t-1TH UNCH) 8. 0~) GIRT CONUlTIUN :f-LUSH OUTSIDE FLANGE BRACt:::D Af 1.00 F~ET *** D~SlGN CklT~HlA *** WIND VE.LUCI TY J:-1R.E:.SSURE ·cq): -15. !:.i0 J:..1Sf- WIND LUAD PRESSURE cui:::F~. : .90 WIND LOAD SUCTION coi:::~F. :-.90 MAX. CUMBINED S8EAR AND B~NDlNG UNITY LH~Ck: 1.~~ M~X. SHEAR OR Bt:::NDING ~NiTY CHECK . : 1.03 MAX. D.E:.F-LkCiION LIMIT PER SP~N :L/ Y0. SPAN N0. 1 BAY MAX PRESSUH!::'. "SPAC 1 NG · 'I R 1 B SPA COEF 5.6458 • Y00_0 '.. *** LUADING t..::OMBINATION *** 1. WLP 2. WLS GIRTS ARE:. LUNN~LTED USINS LUNG CLIP. *** CRITICAL ROW SUMMARY *** SPAN HNALYSlS LAP SlZ.E:. UF # LENGrH Ll::::FT SEcTioN --------------------- 1 15.3333 • 01Zi01Zi 8216 • SUCTION COEF- LAP RIGHT ------ • 0000 PRt:::SSURi::: CKLF) • 0788 SUCTION ( 1-\LF-) -.0788 *** FLANGE BRACE INFORMATION *** ,EiPHN r,-iOU::.NGTH SPAN NU (f"T. ) .1 15.333 • • UUTSlDE BRACES 1 tS (~! i. 0000 INSIDE. BRACES 1.1]11 tS. 000121 71 JOB NAM~: 93408B LOADING COMBIN~TlUN --WLP *** -I!:·** GLR r DES.fGN Lf::.1-T l::.NDWALL *** *** 72 PAGE 2 •-------------------------------------------------------------------------1!LO!MUM~NT! SHEAR! ALLOWABLE FORCES ! UNITY CH~CKS ! DEFL ! #! K-FT! KlP ! MOMENT(Ma) SHEAR(Va) SHEAR BEND CUMB! -L/------------------------------------·--------------------------------------------!LS! • 00! • 56 ! 6.~8 2:. 37 . 17 • eI0 • 02; ! !LL!. .00! • 00 ! • 00 • 00 • 1,10 • 00 • 0ill ! 1 !FM! c:. 02 ! • 00 ! b.YB 2:. ·.:s7 • 00 • 2~ • 2<:? ! c:-• ~ ,_1Lj-.;!1 !HLl • 00 ! • 012.1 ! • 00 • 0ill • 012.1 • 00 • 0tJ ! !RS! • 1£10,! -.56! b. <:?8 2;. 3,7 . 17 • 00 • ei:3 ! • • JOB NAMi;::: 9.3408B LOADING LOMBlNATIUN --WLS *** *** GH< r DESIGN Li:::.1-T ENDWt'.-iLL '"-I') /u PAGE 3 •--------------------------------------------------------------------------!LO!MOM~NT! SH£AR! ALLOWASLE FORCES ! UNITY CHECKS ! D~FL ! # ! K,...FT ! KIi:,· ! MOMEN"I (Ma) SHE.AR ( Va) ! SHEAR BEND COMB! -L/------------, _____________ , ______________ -.---.--------------------------------- !LS! • IZIIZI.! -. 5'sb ! 6.9& 3.37 . 17 • 00 • Iii~: ! !LL!-• 00 ! • 01L1 ! • 00 • 0fl1 • 00, • 00 • 00 ! 1 ! f ~1 ! -2.02! . 00 ! 2;. 49 2:. 37 i, 01.0 • 58 • 00 ! 54~; !RL! • 00 ! • 00 ! .00 • 1?10 • 00 • 00 • 00 ! !RS! • 00·! • 56 ! 6.98 ~;. 37 . 17 • 0Q1 • 03 ! • • ***GIRTS*** SPAN BAY NO. SPACING • --1-------- 16. 0000 *** L!::.FI" ENDWAL,.L RESULTS*** JOB NUMBE:.R: ~3408B GIRT ELEVATION 7.2917 11.2917 LAP Lt:::t= r • 0000 • 001,!IIZI LEf-T OF OPI:::N ING --------·- I-LILL BAY/ .BTWN UPNG ----------- kl GH'T OF UPl:::NING . -. LAP RIGHT 74 • 0000 • 1£1000 ------------------------------------------------------------------------------GIRTS ARE DESlGNE:.D WlTH f-LUSH CONDlTIUN USING LUNG CLI~S (4-BOLTS>. *** OPt:::N WALL FRAMING *** SPAN L>lST TO UPI\IG. JAMB HEADE!-< HE:.ADE:.R Gll-<T HE:.ADER NU. J"j.:JMB WIDTH SECTION $EGTIUN t:::LEV. !::.L!::VA rION ( l-T) (F'"j ) (H-lBLE 5) (T?-!BLE 4) ( F"I ) (FT) ------------------------------------------------1 • 1Li00 16.000 BZ16 1!:.i. 2;:i(!J . IL100 • • • *** *** *** GEOMETRIC DATA *** MIDWEST M~TALLIC GIRl" DESIGN HIGHT f:.NLiWALL JOB NUMBER : 93408B < FULL UPTIMIZATlUN) : 1.6. 00,zr *** *** INSET LEl-1 (Fb~T) ROOF ~LOP!:: • 00/ 12 : 8.00 INSET RIGHT (1-Ef:.T) -~~~~ MAX. TRIBUTARY SPACIN13 (Fr.> • ::5. 6458 G 1 RT DE!-1TH ( 1 NCH) GIRT CONUlTION :FLUSH OUTS1D~ ~LANGE BRACED A1· 1.00 Fl::ET *** Df:.blGN CRITE:.Rlfi *** WIND Vf:.LUClTY µRESSURf Cq): -15.50 PSF WIND LOAD PRESSURE CU~F~. : .90 WIND LOAD SUCTION CUE~F. :-.90 Mt=-1.X •. CUMB.INf:.D SHf:.AR t'.-JND BENLilNG UNITY CHE.CK : 1. 03 MAX. SH~AR OR B1::NUING UNITY CHECK . : 1.03 MAX. Df:.~Lf:.(.:l~UN ~lMIT PER SPAN :L/ 90. SPAN N0. 1 .*** BAY MAX SPACING TkIB SPA --------------- 15.33~3 5.6458 LOADING COMBINATION 1. WU-1 2. WLS PRESSURE L:OEF -------- .<j000 *** GIRTS ARb CONNECTED USING LUNG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE UI- # Lt::NGTH LEF f' SECTION --------------------- 1 1 '··=.. -. ......... ~-..::i,,.:i~ • ..:, • 0ill00 8Z16 • SUCTION PRESSURI:: L:OEF (KLI-) ----"";"""'---------- ---.9000 • 0788 LfiP RIGHT ------ • 0000 SUCTION <t<LF) -.0788 *** ~LANGE BRACE INFURMATIUN *** SPAN NDLENGTH SPAN NU <FF.) .1 • • UUlSIDE BRACES lb~l.0000 lNSIDE BRACES 1@16.0000 -:f" ,o LOADING CUMBINATIUN --WLP *** GIHf DESIGN *** klGHT ~NbWALL *** *** 77 PAGE 2 --LlJ ! Mt.JM£NT ! -SHEAR! ----ALLOWABLE -FORCES----. ! . ------UNI rY-CHt:::CKS ----! -Dt:::FL --- ! #! K-~T! KlP ! MOM~NT(Ma) SH~~R(Va> SH~AR BEND CUMB! -L/------------------------------·--------------· ----------------------------------!LS! • 00 ! • :.i6 ! 6.98 2;. 2;7 . 17 • 1210 . 03 ! !LL! • 01Zi ! • 00 ! ~ 00 • 00 • 12)0 • 00 • 00 ! 1 !FM! 2._02 ! • Q'.10 ! 6.98 ... ·--·-• 00 ·:..re • 29 ! !.:142; ~~~, . '-., !RL! • 00 ! • 00 ! • 00 • 00 • 00 • 012) • 00 ! !RS! • flllZl ! ,:::·, I 6.88 2.:. :::_;7 17 • 00 . 03 ! -. -•b. . • •• JOB NAME: 93408B LOADING COMBINATlUN --WLS *** GIRT DE~IGN *** RlGHT ENDWALL *** *** 78 PAGE 3 • ! LU! MOMC:NT ! -SHEAR! -. ---ALLOWABLE -FORCES _____ .! . ------UNITY -CHC:CKS ____ ! -DC:FL --- ! #! K-FT! KlP ! MOMENl (Ma) SHEAk(Va> ! SHEAR BEND COMB! -L/--------------·----.------------' , _____________________________________________ _ !LS! • 00 ! c: ,. I 6.98 3.37 17 • 00 • lt)2.: ! -. _rb • . !LL!· • 00 ! • 00 ! • 1210 • 00 • 00 • 00 • @li ! 1!FM! -2.02! . 00 ! 3.49 2;. 37 • 00 • !::i8 • ILi !ti ! I!::" I-. J"'+..:!• !RL! • 00! • 00 ! • 012.l • 00 • iL10 • QlQ.i • 00 ! !RS! • 00 ! C' r J 6. 98 ........ -17 • 1210 • 02: ! • ,_It:, • .::, • ..:!i / . • • ***GIRTS*** SPAN BAY NU. SPACING • --------- 1 1&.0000 *** HIGHT ~NDWALL RESULTS*** JUB NUMBER: ~3408B GIR1 ~LEVATION 7.291/ 11.2917 LAµ LEFl ~ULL BAY/ RIGHl LEF r OF OPl::.N I NG B r WN OPNG ui..:· OP~N r NG .00012.l 8L16 .0000 8llb 79 Li'.-IP RIGHT • 0012.liZI • 0000 ------------------------------------~,.-----------------------------------------GIRTS ~HE DESlGNl::.D WITH FLUSH CONDlTIUN USING LUNG CLIPS (4-BOL1S) • • • MIDWt::Sf PIETALLIC *** ·L1JLI.JjljN l.lr.Bl6N *** *** LEFT i:NDWALL *** JOB NUriBER: 93408B ( OPTIMIZATION l .• GEOMETRIC DATA *** BAY !:il-'ACIN6 (1-EE:l} 1&,000 BAY SPACING (fl:l:D FS i:.AVi:. Htl6HT (rhi:.T) 14.~8 FS TD !UDG!: (Ff:Efl : 8. 000 i:.ND l-l<Al'JE (Bl-, MF) : Mr PURLIN DEPTH (INCHES) : 8.00 ENlJWALL BfiAt;lNB TYIJE : D *** DfS!GN CllifERIA *** BS i:.AVi:. Hc.16HT {f-i:.l:T) FB ROIJF SLOPE : 12 8IfiT tDNDl1WN RAFT!:R DfPTH (INCHfS) #BAYS: 0 LOCATlON: WINIJ VELOCITY 1-'fii:.SSURE: (ql: 15, 50 1-'!:iF BUILDING COND. (1:,P,.m: f COLUMN D&LECfION LIMif SP(:L. i:.W COL 1-'k!:.S, Uli:.1-. : , 900 !:iPCL, EW t:OL, b1JGHUN L'Ul:1-, SHl:All + BfNDING LIMI f : 1, 03 SHEAR Oil Bl:.NDING LIMH *** LUADlNG CONBINATlONS Hf. 1, J}L-+LL 2.IiL+WLP 3.DL+WLS *** liES16N fil:SULl!:i fiND WIND LUHD1N6 *** 14.~8 : 1. 00 } I-LUSH .000 : L/ 90, : -. 9~,0 : 1. 03 COL SECfION ANAL, fRIB. MIDSPAN PREb'SUH!: SUCTION PRESSURf SUCfION # !:ili:i:. L!:.NSTH !:iPAClN6 HEIEiH"I WEI-. C:OEf-. (KU-) (KU·) • • MAIN 1-fiA~ (;QLUMN MAIN FRAMC: COLUMN 80 *** CULUMN Dt5!6N *** *** U:.i-·1 c.NDWtlLL *** JOB NAMc: 93408B f.H GOLUMN NUMBEk: 1 MAlN rRAMc GOLl.lfllN *** CULU!llN NUMBER: 2 MAIN FRAMt Cut,.UMN • • • 31 l'iIDWcSf fll£TALL1G *** COLUPiN ~SIGN ~** Hf IU BH f t:.NDWALL *** JOB NlJtl'IBER: Y3408B • GEOl'l£TRIC DAfA *** ( OPflMIZATION l BAY hl!AC1N6 -(H± 1) 1&. 000 BAY SPACING (Ffil} FS f:AVE Hcif:iH1 (FEET) 14,:,8 FS TO RIDGE .(FEET} : 8,000 END 1-flAJl1l; (BF, Mi-l ; MF PURUN DEPTH (INCH£Sl ·: 8. 00 ENDWALL BflA(;IN6 TYJJE : D *** DESIGN CRif£RIA *** BS f:AVE H!:.HiH'l (FEET> FS ROOF SLOPE: 12 !:il if! UJND l Tl UN RAfT£R DEPTH (INCH£S) # BAYS : 0 LU(;Al ION : WIN1J Vi:.LOCI1Y PRESSUHE igl: 1:r.5~ µ~1- BUILDING COND. (f, P, O}: f COLUMN DfrLECrION UNI f SJ:il;L E:.W CUL, µRES. CUEF. : • Y00 hl!CL. E:.W L11L. !:i'i.JCTlUN WEI-. SH£AR + 8£NDIN6 LIM1f: 1.03 SHEAR OR Bt:.NuING LIMif *** LUAD1N6 CDPIBINAilUNS *** 1. OL +LL 2.DL+WU-', 3.DL+WLS *** llESlEiN Ri:.SULlS f.lND WIND LUAD1N6 ,Hf 14, :,8 : 1.00 : FLUSH .000 : L/ 90. : -.Y00 : 1.03 COL SECTION ANHL, TRIB. MIDSPAN PRfSSURE SUCTION PRfSSUR£ SUCTION # SIZE:. Ll:.NGTH SJJAClNf:i HEIBH·1 GOEF, GOEl-. (Kl.i-l (KU· l • MAIN f-HAr~UILUMt~- ~ MAlN rRAME COLUMN • 32 JOB NAM:: 934088 *** COLUNN' OfSIGN *** ftt n,lGHT l::NDWALL *** ** GDLUPIN NUMBER: 1 MAIN'rfill/llc GULI.JfllN '*** CULUMN NUMBER: 2 MAIN FAAl'lf COLUfltN • • • 33 PAS!:: 2 MIUW£Sf ,Jl1ETALLIC PA6f 1 ~kA!,;INB DcSlcN *** JOB NUMBER: 934066 (1-ULL DPTlMWfl ION) • SEOMrnuc DATA fff BAY sµACINB {1-!±.T) : ~1.~5 BRACED TIER SPACES (Ff) : 16.00 FkUN1 cAVE HE16H1 (1-l±T}: 14,5833 FRONf S1D£-ROOf SLOPf : 1,0000/12 *** BRAClNB DAlA *** RI-.BRAClf~6 1YPt. : D1APHRA5Jll rS BRACING TYPE: DIAPHRAGM BS BliAClN6 TYPE : lllAPHliAGM Lf BRACING TYPE: DIAPHRAGM Rt. BffAClNG lYPE : DHIPH/iABM *** DESIGN CRifER!A *** WlND Vt.LUCllY 1-'lic:SS !qJ : 15.5000 IJSi- INTER10R COErFICIENf,GCpR: 1.3000 .MAXIMUM UNlTY (.;H::CK l<ATHI: 1. 0:S45 *** LOADING COMBINATIONS *** 1. WINJJ LOAD • • BACK cAVE H!:.l cffl fft.t.'I } : 14. :::,533 FRONf SIDI:: TO RlDG: 8.0000 #BAYS: #BAYS: #BAYS: #BAYS: #BAYS: LUCATlLJN : LUCAT1DN : LUCAllDN : LOCAflDN: LU(.;ATlUN : mit: SHHP WiDlH fr!± Tl : ~0. 000 EOGE SfRIP CUfFFICifNf,GCpX : 1.3000 MAX. HOf<IZONHlL lJcl-Lt.CTION : • 0000 34 JU~ NUMB!:.H: Y34~8B Hi-.8RAC1NS DESIGN *** fff RLJLJF BRACING ***' ElAPHH~BM At:1 lLJN I !:.AV!:. I UN. FI. l LIN, 1-T. I LI FORCI: l 'Rt:GUIRED I -AVAILABLI: I IROOfl 1.2~ I 9.04 I 21, 2j I DlAPHRAGl'l ACTION 1S ADtGUAfc JUB NUMB!:.H: %4~8B *** FRONfSIDI: *** *** BRACING DESIGN *'** *** WALL BHAC1N8 ** l DI AP-HR A 6 M AC r ION I I EAVI: I UN. ff, I LIN, ff. i IWfilLI. f-LJRE:!:. I Hl:.GUIH!:.D i fiVAlLABLI:. l I Hi I 1.!:'.0 I 9.04 i 21.2~ I *** BACKBlU!:. *** I D l A µ H-·H A f:i M A (.; l i LJ N I I !:.AV!:. I UN. F-"t. l UN. f-1. l IWALLl fORCt_ I REGUrnED I AVRlLABLt I I B::i l 1.20 I 9.04 i 21,f'.j I fff Ll:ff 1:NOWALL f.ff • l:NDWALL 1S MAINFRAM!: _ APHRAM ACl ltJN [;f.lLL1JLA1 tD *** RISH f 1:NOWALL ** RIGHT ENDWAU. JS MAINFRAl'II: NO DlAPHRAM fi[;TltJN GALCULATElJ • DIAPHkAcM ACTlDN lB ADE~UAl!:. DIAPHRAGM At.:fION IS ADEQUArl: 35 JOB TITLE (2,o EN \-Z'.' I ~J.e C: 12..t 1-..xq DESCRIPTION -----'---------------..:...--..a.----'------- s1...0Pe·: I :.12. E, H .1 t-fT ii w 1L 0 . .$ H,, ' ' I.' I • 'c)I) X rjJ : 3 · rl.-A tv!.,'=-. 61<..f-Tc .. :~.)'=:: [Z--coi=,: ) '2 4- \L. 2.5' ~I' )CL _ r • E I'\ ~ 1c> f""'c.P-K. Pt..-+L. l- 30 ,_ 0 '1 . l_ ~' l l JOB NO. q3 Cf-0 '8 ,.n, oo QUOTE NO. _______ ....:., DESIGNED BY_· __ CHK'DBY __ SHEETNO. "'2._ DATE. ___ _ O,F, !.. F, ---"® DLf- DL-t _r l _ I I JoB TITLE ?:: D E.ivc ... , N r:; c e-, "t-J 0--z DESCRIPTION-------------,-------·------c----- (,,,otv.!v~C:t:101-,,:)..S 0.w/ ~1 • G ,,1.H . -4-~ cy ,,S,B, . vJI It Ft. :, H.s. g, '--'/ /J Ft- ·PEAi<.._ • . r-:\7 -Ir ~ hS.B . ~ '-1 ,,p_ ~1 ,, d, 1 /2 H,'5.~. !/ P- JOB NO. 37 QUOTE NO. ______ _ DESIGNED BY ~A.2 CHK'D_ BY __ ;:;, DATE____ SHEET NO.-=?__ I I Q q !/+ 11 <? fi.5.B ~i5/a"P2- , I ffffffffff*ffffffffffHffffHffffffffffff*f * * * AUTO/Sf££L DESISN * * fi SYNERCOM lECHtiDLOOY, lNC, DEV!:LUPJl'il:NT * * REL£AS£ 6 MOD 10 * • * JUN£: 1988 * * * ffffff*ffffffffffffffffffffffffffffffffffff Job Start Date 8-14-% Tite 10:28: 8 TI1Lt. -JOB#934~8B.S1,f<F BY -RAZ ID!:Nl If-.H.:A1 ION DAT!: -8/14/% UNifS OPTIONS 1 Nl-'UT • , • , l:N6L !SH OUfPUT •••• l:.NGL1SH TYPE: -k181D rRAl'!l: Rc.POIH OPTIUNS •••• ANCHOR BOLlS flNli WNN!:.ClIONS •••• fLAN6£ BRACE REPORf •••• UESI6N SUMMARY kEPORT WITH UErLECTIUNS •••• FREE rORMA f •••• SHORT UUTPU"I EXECUTION OPTIONS •• • !:XECUTION MODE = ANALYSIS ONLY MAXIMUM NUMBER Cf ITERATIONS = 1 UNITY CHEp{ AANGt = 0. 950 TO 1. 0::50 MAXIMUl'i SEBMENT SlZE = 2. 000 r l COff, UF LINEAR cXPANSlCIN MOD. OF tLASTICITY,E = 29000000. PSI LOCA1 E H.fiNSE BRACINS . = NO 38 DfSIGN INPUf ECHO C &-$ lAADlNS !.:O., JJ.(I~ BOX 4~527, HOUSTON, H "/7242 • 3408B:. Sl, Rt= fili LOADE:.D SPLICfS LOAD£D JU~#93408B.S1,fff- RAl,8/14/9~,,,,,AC,F8,,Df,,,,SH 3,1,,,,,,,N SPANS 16. 14. !:,633, l 8. 25, 8. ! !l 8. I I!! I £:i 7. 292, I 11. 292,, Bl:i,,, ,, , , nb0. B.,,,, 8., 1., 8.2::i,8.,, 3000::i,P, S Bl(;, 1,,, ,., , , , 50. 3. :5; 3. j, 1. , , , X LOAD f-AGTORS, 20. , 00. D£AO ~OA0,.04 LIV~ LQAP;.4 WlNIJ LDAD,1!:i.511-'Sr,SJJEC,.8,-.71-.7,-.~ LOAD CONDITIONS 1,2, !:ND • • JJAGE 1 8-14-% 39 MACRO INPUf ECHO t & S 1RADIN6 W., I-', O. !;\OX 42527, HOUSHIN, 1X "t"/242 t:YCLE 1 .3408B.S1,RF SPAN Ll:NSTHS 1&.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 LEFT EXfERIOR COLUMN !:.AVE WALL SHIT BA~ MID MID KNE!:. BASE T!:Mi-' BASE f-6 . HEIGHT SLOPE SIZf Dl:PfH DEPTH OISf. 01::PJH SffTLf Diff D1SPL X R Kx 14.583 0.000 8.250 8.t,00 0.000 0.000 8.000 0.00 0.00 0.00 6 -0.00 GIRT AND BRACf LOCATIONS 7.23211.292 0.000 0.000 0.000 0.000 0.000 0.00tl 0.000 0.f~0 0 B1S 50,00 0.00 0.0~ 0 RAl-1!:.R AT L!:.f-1 KNt!:. 8.000 0.000 0.000 0.000 8,000 1.000 8.250 8.000 0.0 30005 I-' S 0 SECTION-1 FOR RAFfER SECT FLANS£ WEB /OlJl!:.fi f-LANSE-/---Wf:.B----/-lNNER H.ANS!:-/ U:.N6TH f-Y f-Y Kx 810 0.00 50.00 0,00 0,00 0 PU!u.lN ANU BRAC!: LUCATIUNS 3. :i00 ;:;, :i00 1. ~i00 X 0 -sYMMfTRIC FRAMt 61:NtRAfED WlfH Ct.NH:.RLlNf:. Ai X = 6. 97 F"l • -• MAC R 0 I N P U f E C H IJ (; & $ 1 kADINS UJ., µ.o. BOX 42'521, HOUSTON, 1X ·7,242 .3408B.S1,Rf 1-At:Hlk!:i 20. 000 80.000 D£AO LOAD 0.040 0.000 0.000 0.000 0.000 LlVE LIJAD 0.400 0.000 0.t~ 0.000 0.000 WINO LOA.O 1:i.500 PSF SPfC 0,800-0,700-0.700-0.:500 LUHD L1JNIJ Fl l UNS 1 2 0 0 ,0 ,0 0 0 0 0 0 0 0 0 0 L[Jffi) ,1 2 DL EiLUB y UNI!- LOAD 1 2 WLL GLOB X UNff' LLJAD 2 3 LL EiLDB y UNll- LOAD 2 3 DL GLOB y UNff LUHD 2 3 DL EiLCJB y UNll- LOAD 2 3 WLL GLOB X UNir LUfiD 2 3 WLL EiLCJB y UNH· LOAD 4 3 LL GLOB y UNff LOHD 4 3 DL &tlJB y UNll-LOAD 4 3 DL Gt.OB y UN1F LIJHD 4 3 WLL BLOB X UNll- LOAD 4, 3 WLL GLOB y UNlF LOAD ~ 4, DL f:iLDB y UNI!- LOAD j 4 WLL SLOB X UNIF ENIJ LOAD COND1110N AkkAY · 1 DL 100. LL 100. 2 DL 100. WLL 100, LOAD CONDITION, DESCRIµTJUNS • DEAD + LIV£ LOAD Ill+ WLL • 0.00 0.00 0.00 0.~,00 0,00000 0,001(~~ 0.00000 0.00000 0,00000 0,00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 -0. 01!:ill 0,264.9B -0,4::,71:'.2 --0.04572 -0.0100, -0.02067 0.24804 -0,4:5722 -0.04!f/2 -0.01007 0.020&7 0,24804 -0.01::,11 0.1&561 0. 0. 0.00 0. ti000C!i 13,6489B 0. 00~~0 0.0000~1 0.00000 6,99876 &.99876 0.00000 0. e-r00e-i0 0 •. 00000 &,9987& 6. 99816 0.000tie 13,64898 ~-0. 81 0 0 0 0 0 -0.01511 DLw·1 0.2&498 WLLX -0. 4!:i722 LlVI:. -0,04:i72 DEAD -0.01007· DU.rt -0.020&7 WLLX 0,24804 WLLY -0.4~722 LIVE -0.e-t4572 rulD -0,01007 rn .. wr 0.020&7 WLLX 0,24804 WLLY -,-0,01511 DUH 0.16561 WLLX F R A JII I: D £ S I 6 N D A T A C & S lRADINB (.;0,1 P.O. BOX 425271 HOUSTON, U 77242 ~3408S.S1,HF ~IoURfn ION !SYMMETkll: i-~l ••• BUILDING WIDTH = 1&.00 Ff NUM!:11:k Or StJANS = 1 SPAN WID fHS (FT) . = 1&.00 ill:.SIGN BAY SIZE:. = 20.~ H L!::FT EAVE HEIGHT = 14. :IB Ff RI6HT E:.AV!: HEIGH1 = 14.:,8 H ltFT COLUMN SLOP!: = 0.00 /12 L!:f-1 Im~ TER SLOVi:. = 1.00 /12 RIGHT RAr fER SLOP£ = 1.00 /12 RH:iHT l:OLUfliN. SLOiJc = 0.00 /12 GIRT DEPTH = 8.2:i 1N PUkLIN Dr.1-'TH = 8.25 IN LOADIN~S ... Dc:lID LOAD= 2,000 PSf- LIV£ LOAD= 20.000 PSF WiNII WAD= 15. ~0 PSf- WINO LOAD PARAMET!:.:RS ... WlNlJ LUAD Mc.THOD = SVi:.l: WIND IN rENSITY = 1:i. 50 PSF M!:fiN flUOi-He.I EiHT = 14. 58 Fl WINO 1.trr t:o8=FICifNTS = 0.80 -0.70 ·WIND klbrIT .(.;Q!:fi-ll:IhN1S = 0.80 -0.70 .ilfD CONDI fI DNS ... ~CONU1110N 1 = Dl:.AD + LlV!: LOAD LUAD CONDITION 2 = DL + WLL ·- -0.70 -0.50 -0. ·,0 -0.~ FOR WLL FUR Wlk DES I G N SUMMARY REP O· R f (; & S U~fiDlN8 (;0.1 1-'.LJ. BOX 425271 HOUSTLJN, H 77242 i-'AtiE NO. -l JOBi93408B.S11Rf DAT£ 8-14-96 • REACTIONS ANO DfFLECfIONS -LOAD CONDITION l -D£AO + LIV£ LOAD ~ M~k Vl:.RTit:AL HURlZONHIL MMN·1 Vl:.RTH11L HORlWNlAL JOINf JOINf REACTION REACTION RfACfION Dl;rLfCT!ON DfrLfCfION NU/r'ilil:.k NUMBl:.k (Klf.'$) (Kll-'!:i} (Kll-'-l-T> ON} (H,I) 1 ! 3.791 0.430 0.000 0.000 0.000 ., C 2 -0.00::i -0.0-17 ~ :, ::; -0.213 0.000 4 4 -0.00::i 0.017 5 :::, 3. ?9t -0.430 0.000 0.,0tr0 0.000 FRAM£ REACfIONS' AND DfrL£CT10NS -LOAD CONDifiON 2 -DL + WLL SHJlLIN MtJl'iB!:.fi Vl:.Rl l(;fiL HDRIZUN.IAL MUMl:.tfl VEkTlCAL HORIZONlAL JOINf JOINf Ri:ACTION Ri:ACflON REACTION DErLfCTION 0£rLECfION NUP';J;Efi NU~iBl:.fi (Kll-'S) (Kil-'S} (Klf.'·fl) UN> (lN} 1 1 -4.014 -:s. 419 0. 0e't0 0.000 0.000 2 i:'. 0.00:5 .3.183 3 ~ 0.098 ::s.n::i 4 4 -0.002 .3.1&7 5 :::, 1. 736 -2.458 0.000 0.000 0.000 • .... DES I 6 N SUMMARY R £ P·O R r C & S "!Rf!DlNG {.;(J., P, !J, l5!JX 4i::527, HLJUSTUN, H 7724c. JOS#9340BS.S1,RF PAf:iE ND. -2 DATc B-14-96 EXT.COLUMN 1-2 L£N6TH 13,6j ff J11811BER ANGU: 90.00 DE6 fEMP D!Ff 0. DEG.f R8.1:ASES 0 WEI6Hf 206. LB • ON LENGTH Yllli ND. !:icEiMENl DEPlH AT IIE:1-'TH AT !JUll:R f-LANGE WEB MAX tOMB AT LOAD <FD -fLG WES SES SIZE START ·£ND OR PIP£ SECTION THICKNESS INNER fLANGc UNITY CK DIST G!JND 1 13.~ ::,0,0 7 1,91 rl 8.11 lN 8,11 lN 4.015 X0,~1t,0 0.2450 W,rLANGE ~1~ 0.~63 10.t rl 2 ·(CONTROLLING ACfIONSl AXIAL , -:--ALL!JWABLI: STRESSl:S----MAXIM STHESSES-----UNilY CHECK t0MPONl:N1S----Wl:B SHl:AR---li SECTION FORCE MONcNf FA FBO FBI AXIAL FBU · FB! OU fER FL INNER FL. LOAD FORCE ALLOW. - NU. (KI~1S} iKIP-r Tl iKSI> iKSlJ iKSll (KSil (KSlJ (KSll f!XIAL J:18W1NEi B!:NDING COND (KIPS} <KlPS} l 1 -4.17 21.28 40.00 40,00 ~.00 -0.94 21.57 -21.57 0.02 ~.j4 0,::;4 2 3.42 48.81 RAFTER 2-3 LENGTH 7,, 00 ff MEMBER ANGL!: 4. 7& DEG TEMP DIFF ~. D!:G. f RELEASES 0 WEIGHT 70. LB Sl:GlIDN-Ll:.NSTH YlH.D NO. 61:GMENl Dl:PiH AT Dl:PTH Al !JUTER rLANGE Wl:1\. MAX L1Jrifl Al LUAD NO. (fTl FLG WES ·SES SIZE START END OR PIPE SECTION THICKN!:SS INNER FLANGE UNifY CK orsr COND 1 &.70 :,0,0 , 4 1.&, rT ·1.89 lN ,.a~ lN 3.940 X0.2050 0~rn.i0 IMLANGE:. 1110 0. i31 0. 3 Fl 2 (CONTROLLING ACfIONS) AXlAL , SECTION FORCI: MOM£Nf NO. (Kll-'SJ (KIi-'·+ 1 l 1 -0. l~ · 20. 72 --fiLL!JWABLl: En HE!&S---MAXlMI.IM Sl RtSSl:S-..,--UNITY tHEGK (.;f.Jll'tl-'UNEN"l !:i----Wl:B· SHEAR--D FA FBO fBl AXIAL FBO FBI . OUTER FL. INNER FL LOAD FORCc ALLOW. - (KSIJ (Kf:ill (KSl} (KSD (KSl} (KSD AXIAL liENDlN6 Bf:.NDlNG (.;QN11 (KlViil (KlP!:i} ·1 40. 00 43. &1 43. &1 -0. 0::; 31. 84 -:n. 84 0. 00 0. 73 · 0. 73 1 3. 39 2s. 43 RAFrER 4-3 LtNGlH 1.00 Fr MEMBER ANGLI:: 17j,24 DEG fEMP Diff 0. DtG.f Rl:Ll::ASES 0 WEIGHf 70. LB S'::.Gl ION Ll:.NGTH Ylilll NO. Sl:b111:NT DEPTH AT lil:PlH AT !JUH:.R f-LANGE IF._B MAX WMB AT LOAI.1 NO. . (Ff} fL6 WEB SEG SIZ{ START i:::ND OR PIP£ SECTION fHICKN!:SS INNER FLANGE UNITY CK DISf CONO 1 &.1,0 !:l0.~ 4 1.&7 H ,.89 lN ,.89 lN 3.~40 X0.2056 0,1'100 . W,rLANGE:. l:110 0.&2& 0,3 ri 2 (CONfROLLIN6 ACTIONS) AXIAL • . FORCI:: iKIP!:i) 0.32 • --ALLOWABLI: Slfil:SSE:!:i-: -MAXIl'llJlli !:il kES'SE:S-. --UNITY E;Hi:(.;K (.;[lr,PLJNcNlS----Wl:B SHEAR--li MOMl:Nf FA FBO fBl AXIAL FBIJ, fBJ 0Uf£R FL. INNER FL. LOAD FORC!: ALLOW. - (KIP-FT) (KSlJ ·(KSil (KSll (KSlJ (KSll (KSll AXIAL B!:.ND1N6 BENDlNf:i L'ONlJ (KIPS) (KIPS} 1 -17.&6 31.87 43.61 43.61 0.11 -27.14 27,14 0.00 0.&2 0.&2 1 3.39 2::i.43 DESIGN SUMMARY REPOi1 C & S HCADING CO., I-', O. BUX 42527, HOUSTON, i X i7242 JOBl93408B.Sl,RF 1-'fi(:;!:. NO. -3 DATf 8-14-9& EXT.COLUMN ::i-4 LENGTH 13. 6::i FT IIDIB£R ANGLE 90. 00 DEB f!:MP DIFf 0. DEG. f RELEASES 0 WEIGHT 206. LB • L!:.NBTH Yll:.LD NO. S!:.&1'11:N1 W'TH fiT D~lH Al OUl!:.I< f-lJINGE:. W!:.B MAX COMB Al LOAD (fT) FLG WEB S£6 SIZE SfART ENO OR PIPE SECTION rHICKN£SS INNER FLAN6£ UNITY CK .OISr CtJNO 1 13. 34 !30. 0 7 1. 91 1-T 8. 11 lN 8. 11 lN 4,015 X0. 31::,0 0,·2450 W. f-LANBE:. I:!1::i 0. 4~& 10. 5 f-1 2 !CONTROLLING ACHONS) AXlAL SECTION· FORCE NU. O<Ii-'!:i) 1 1. 58 --ALLUWABLE:. S1kESS!:.S----MAXIMU1'l !:iTR!:.SSE:.S---~UNllY c:HEGK GOMJJONE:.NIS---WE:.B S'HE:.AI<-----D MOMENT FA fBO FBI AXIAL fW f.SI OUfER FL. INNtR fl. LUAO FURCI:: ALLOW. - (Kl!J-1-"i J lKEil) lK!:il> (KSll (KSll (K!:iH (l{Sll AXIAL BEN111Nf:i BE:.ND1N6 GON!J (!{}PS) (Kil-'SJ ·1 -l&.67 26.7.3 40.00 40.00 0,36 -16.$9· 16.89 0.01 0.42 0.42 2 -2.4& 48.8/ TO,flL FRAM£ Wi16HT IS :i::i3. LB • • F L A N 6 £ B R A C £ R £ P O R r C & S 1RAD1N6 GO., ~.U. BOX 42527, HOUST()N, 1X i,242 JOB#93408B.Sl,RF . LOCA1I:. rLANBE. BRAClNf:i :. N ••••• COLUMN 1 -2 61k1S LUGA11:.D A1 ·,. 29f-1 11.29Fl BRAG.EU Af X X RAl-11:.fl 2 -:s PUl-(l.lNS LOCATED AT 2.4Br1 6.00Fl ·,.00r--1 BRAC!:1l Af X X RAl-11:.k 4 -:s PUruJNS LUGA.I ED AT c.48F1 6.001-"l 7.001-·, BRACED AT X X COLUMN !:, -4 Blfll S LUGA"! ED AT 7.29H 11,29H BRACED AT X X • • 86 µAGI:. NO. -1 DA ft 8-14-96 A N C H O R B O L T S A N D C O N N E C T I O N S R £ P O R f C & S Tl<ADlNG (;[J., 1-'.D. BUX 425271 HOUSTON, U 77'2.42 JOB#93408B~Sl, Rr .T JOINT 1 ,_ EXfERIOR COLUMN COLUMN· BAS!:. BlZ!:.S Dl:.PTH •• : .. •.• • • • ... • .. • 8.1100 (lN} OUfSIDE FLANGE 'WIDTH •• 4.0150 (IN) INSlD!:. f-1.fiNGE WID1 H .. • 4. 01!:10 UN} *** THEHt:: IS NOT A BAS!:: PLA ff IN THI:: SPLICE PLAT!: FIL£ WHICH SATISr lfS *** *** THl: fiLL(JWfiBL!:. 1-0f<CE AND MOMtN'I f<l:.Wikl:.l!ll:NHi i-UR Hit -ABUVl:. l:ONNtCHON. *** CR1TICAL RBlCiIONS <AtTUAL. VALUES) HUIHZUNHlL • • -;:;. 42 {KIPS> DOWNWARD • • • • 3. 80 (KIPS) IJI.IWAiill • • • • • • -4. 01 (Kil-'Sl ,SUl-'1-'0R1 JOINl 5 --!:.XT!:.klUR COLUMN COLUMN BASE SIZES DEPTH ••••••••••••••••• 8.1100 (IN) • SlDl:. 1-LANSE WIDlH •• 4,0150 (lNJ 'IDE FLANGf WID fH .. • 4. 0150 UN) LOAD CONJ) NO. 2 1 ALLOWAJ3Lt REACHONS <iNCREA:;E f-OR WINIJ) 0. ~,0 iKlVii} 0.00 lK!PS) ~1. 00 iKil-'Sl *** lHER!:. 18 NOT A .MSc M..ATE lN THE $Pl..lCE M..ATE f-lLl:. WHICH SATlSI-H:.S fff *** fH£ ALLOWA.BL,£ FORCE AND NOMfNf RfGUIR91cNTS FOR THE ABOVE CONNECTION. Hf. CRITICAL l<f:ACTIDNS (AC fUAI. VALUES) HORIZONTAL •• DOWNWARD ••••. UPWARD ...... -2. 46 (KIPS) :s. 80 <Kl Vii} 0.00 (l{IPSJ LOAD CONIJ ND. 2 1 0 ALLLJWABL!:. kl:.Ael IONS UNC~S£ FOR WIND) . 0.00 (KIPS) 0.00 (Kll-'S) ·0. 00 (KIPS} 1-'AG!:. NU. -1 DATE B-14-96 ANCHOR BOLTS ·AND c·o N NEC TI ,Q NS REPORT C ti S 1 RfiD lNS W. , µ. O. BUX 42527, HOUSTUN, 1X 77242 JOp#93408S.Sl,Rf .TION DESISN DATA FOR 1'11:MB!::R 2-J AT DtPfH 1: VERTICAL KN££ SPLIC£ (3) SPLlG!.:. DEPTH: ,.8900 (IN} (;(}NlliDLLING OCTIONS (AC fUAL VALUES) MAXIMUPi POSH IV£ l'iOM£Nf ... FAAM£ DATA AT SPUC£ Ll:ff SIDE RIGHf SIDI:: ASSDCIAfED AXIAL FORC£ •••• ASS11ClA1 tD SHt:.A!i rURG!.:. •••• S~CHDN DEP fH ............ 8.1100 (!NJ 7.8900 {IN) CONTROLLING LOAD COND ••••• OUll:.li I-LANGE:. WID1H ....... 4. ~1:,0 ON) 3. Y400 11Nl OUTER FLANGE THICKNESS ••• 0. 3150 UN) 0,2050 (IN) MAXIMUM N£GAfIV£ NOM!::NT .••• Wt.B °!HlCKNl:.S!:i • ~ .......... 0.2450 UN} 0.1700 (lN) ASSOClfi1tD AXIAL I-DR(;!.:. .... · INNER rLANGf WIDTH ••••••• 4.0150 (IN) 3. 9400 (INi ASSOC1AfED SHEAR FORCf •••• INN!:li FLANGE 'IHIGKN!:SS ... 0. 31:,0 UN) 0,2050 ilN} GON'J 1(0!,.Ll NG UJAD GDND ••••• *** THERE IS NOT A SPLICE PLAf£ IN TH£ SPLICE PLAfE FIL£ WHICH SATISFifS *** ** 1Hl:. ALLOWABLE:. 1-0RC!.:. AND MOMf:tfl l<i:.GUI~Hi 1-UI< THE /.!BOVE. UJNNE:GTlDN. *** CONNl:.ClI[JN DESIGN DATA ~UR Mcft'Jl!!.:.li 2-3 A1 DEJ.'1H 5: IHDSE:. Sl-'LlCi.: (:,} SPLICE Dl:PTH: t. 8900 !IN) FRAME OAfA AT $PUC£ LEFf SIDE SECTION DEPrH •••••••••••• 1,8900 (IN} • 1E:.k 'f-LANf:it WlD1H .; ..... 3.9400 (lN} fER fLANGE TH!CKNESS .. • 0. 2050 (lNl l:B ·1 HICl'Jit.S1i •• ~. • • .. • .. • 0. 1700 ON) INNER fLANGE WIOIH ••••••• 3.9400 (IN) INN!:.li I-LANG!.:. "JHICKN!:.S-S • .. 0.2050 (lNJ RI6HJ SID£ 7,8900 (IN) 3. Y400 (IN) 0.2050 (IN) 0. 1700 (lN} 3. 9400 (IN> 0,20::,0 (lN) CONTROLLING ACTIONS !AC1 UAL VALU!:.S) MfiXlMUJII /JO::il Tl Vl:. PIOMEN'I ... ASSOCIAfED AXIAL FORC!: •••• ASSOCIAH:D !:iHEAI< I-ORCE •••• L'ONTROLLIN6 LOAD COND ••••• ·MAXIMUfll NEGAHV£ MOM£Nf ... ASSOClATED AXlAL l-OR(;!.:. •••• ASSOClAfED SHBIR fORCf •••• GONTROLLlNEi LOAD L'OND ••••• *** THEH!: IS NOf A SPUCE PUHi: IN TH£ SPLICE PLA(E flL£ WHICH SAfISFifS *** ***' 1Hi:. fiLLOWfi.BU:: l-OflCE ANL> MDME:.N"l lil:.fAJlfll::M'-JflS f-Oli 1Hi:. ABOVE. (;Oftf,IJ:(;·1 ILJN. *** 1-'AGE NO, -2 DAT£ 8-14-9& 20. 72 (KIP-ff) -0. 1::5 (KIPS) -4.lb (KIPS) 2 -4.82 (K!P-fTi ~. 71 H:Mil .3.39 (K!PSl 1 b. 41 (KIP-1-l) 0.43 (KIPS) -0. 04 (KIPS) 1 -2. 84 (KIP-FD -0. l ~ (KlPSl -2.87 (KIPS) 2 ANCHOR BOLfS AND GONNECfIONS RfPORf [; & S Tf<ADlNB t;LJ., JJ. LJ. BOX 42527, HOlJSTLJN, lX 77242 JOB#93408B.Sl,Hf .CTION DESIGN DATA FOR MOO\l:R 4-.3 AT DfPTH 1: VERTICAL KN££ SPLICf (J) SPLICE:. DEPTH: 7.B900 UN) [;()NlfilllllNB A[;TlONS (ACTUAL VALUfS) MAXIMUM POSITIVf MOMENT , , • fRAME DATA AT SPLICE Ufl SID£ RISHf SIDI:: ASSOGIMED AXIAL fORCf .... ASSOClAH:.D SHEAR FOR[;E:. .... SECTION DEPTH •••••••••••• 7.8900 UN) 8.1100 iIN) CONTROLLING LOAD COND ••••• OU"l!:R 1-LfiNBE WIDTH , , , •• , , 3.9400 UN) 4,01:,0 ON) OUfER FLANGE fHIGKNESS ,,, 0.2e50 (IN) 0,3150 UN) MAXIMUM N£GArIV£ MOMfNr ••• Wl:.B 1HlLKNESS •••••• ,,.,,. 0,f/00 UN) 0, 24:>0 ( lNl ASSOClA.ll:.D AXIAL 1-0Rt:E:. , , , , INNER FLANS£ WIDIH ....... , 3, 9400 !IN) 4.0150 UN) ASSOGIAfED SHfAR FORCE •••• INNck 1-LANBE:. iHlC'l<N!:SS ,,, 0,2050 ilN) 0,.3l:i0 UNJ GON!ROLL1N6 LLJAU GONlJ ••••• *** TH£Rf IS NOT A SPLICE PLAff IN fHf SPLICE PLAf£ fILf WHICH SAfISFI£S *** *** "!HE:. ALLOWABLE:. I-ORCE AND MOM!:NT RE:.flUlkt:Nl:NIS I-UR ·1HE:. ABOVE:. WNNEUILJN, *** CONN!.:.GlIUN DE:.!:il{;N DA"IA I-UR Jli!:IIIBE.k 4-3 AT DEVIH :i: l<ID6E:. SPLlCE (5) SPL£C£ DfPfH: 7,8900 (IN) FRAME DATA Af SPLICf LtH SID£ SECflON DEPfH ...... .... .. 7.8900 (INJ ~1!:k H.ANBE WimH •• , , • • • 3, C,400 (lNJ 91'1:'~fE~ ~N~ _fHICKNESS ... 0.20:50 (IN) · Wi:B lHitKNdili ............ 0, 1"/00 ONJ INNER Fl.ANG£ WIOfH ••• ,,., 3,9400 {INJ INNEk F-LANGE l HIL'l<N!:SS • .. 0. 20:>0 ON) IUBHf SID£ 7,B'300 (IN) 3.9400 (lNJ 0. 20:50 (IN) 0,1700 UN) 3, 940~ {IN) 0,2050 UN) CUNTROLLINB ACTIONS (At:TUAL VALUES) 'MAXlM!.JM IJDSlTlVE:. MOflli:NI ,,, ASSOCIA fEO AXIAL fORCf • , •• ASSOClAT!ll SHHIR FURC!:: •••• CON fRlllIN6 LOAD COND •• , , , MAXIl'IUM NEGATIVE: M0/11!:NT ••• ASS(J[;lAlED AXIAL 1-UkCt .,., ASSOGIATfO SHEAR FORCE,, •• UJNl ROLLlNB LOAD CON!> , ••• , *** THERE IS NOT A SPLICE PLAT£ IN fHf SPLICE PLAfE FILE WHICH SATISF!fS *** *** THE ALLLJWABL!: I-ORCE:. AND MOMl:NI kE:.flUlkEll!l:NTS I-Uk HI!:: A.BOVE:. WNNEC:1 IUN, f.ff Job f:nd Date 8-14-96 1i1e 10:28:10 IJABE NO, -3 DAT£ 8-14-9& 0. 00 !KIP-f fl 0.00 (KIPS) 0. ~ (KIIJS) 0 -11.66 (KIP-FT) ~i. :52 {KlPSJ 1, 57 {KIPS) 2 6, 41 (Kl!J-FTJ 0.43 (KIPS) -0, 04 iKlt!Eil 1 -2.84 (KIP-FT) '1.29 <Kil-'!:i) 2.86 (KIPS) -·t ., ~~ ~) XXX-... ......_ .,..,,.. MID-WEST STEEL BUILDING COMPANY HDUSTDN1 TEXAS · (713) 466-7788 P.O. BOX -40338 HOUSTON. TEXAS 77240-0338 A MID-\v'EST BLDG. FDR -, ·' ,, CUSTOMER-·12-0 E0&(DEE12-l,l)e::, &f C00Sj 1 BLDG-. LDCATID:N~lA~t~t~b---;-·c::A:-·:-., ... BLDG. SQUADY\(X\CO --EXT. JOB ND 84-91::>-AOB DE_TAIL. J -€'.Cd~ , -, . f / ) SI Z i?f.-.~. _# \_ OS . ..-:v Bo1-o X 2-1:3-o X 14-:--o { I ;_/Z. · E-.. £:S L-~ • .:fl::.~ cs_-_ I b 1-:_ ciX 2.cl ;:Gf)( 14-~ ;_7-(1-qz) ISSUED PER \./ORK, DR-DER rssur& NO. SHIPPER PAGES -~ DA TE '1 -:-"3o-cqb · CHECK~Aoc,sc.o £saM1LLA.. TOTAL \./GT, @) MID~WEST STEEL BUILDING COMPANY . SHT. NO. JOB NO • . I of C, 8 4-G\ 34 o 0 . ' DATE ~ _. \ l· -t:} _b 7301 f AIRVIEV • IIOUSTOH, TX. 77041 • 713-466-1788 DRAWN j ~6,/2- .. CUSTOME~:· p. C, s N b I N & s i?, l N 6 1. c..oli S, -r ... ·--~--~ . CHECKED f'e& DATE q..,-Ii--~ t,., l9LDG. SIZE: ·REVISION . . . SHIP TO: 1B QlY. MARK DESCRIPTION · LENGTH BUILT UP PLATE I HOT. ROLLED -llB<:!--/ A8EL S RJ:l'J'I\ - I tr-It,.. z ~ I e;t., RAFTERS ,. W iz. X 14) 11-15 ~ IIZ \\, 4 ~I RIL I vJ!>,<.to) · i '='-7 .'3~ .. oN-G b f2. I ,·w /Z 1' Jf J Is-1 5fJ oN& G,e. 2 I h ) -. 13 -7 ;~ ,:;a , ' . . J "' lf</2t.. I C,.,I R/1-COLUMNS .W8Xl6. /3-4·/~ I~ 2... I Ji:i .. ) 13-4 I~ oN~ ' )Ii./(. 3 ~ f iv r.:, IJ V'-1 ~ 1-. I IS ,~-lflt; . . -. oNG-M-~C.,2.IA FL...oote. ,t..NCHota. { Wi:J"Z4J O--i ( M =' A IJ/j BA c K • t) P i 38' '16 >(Q'-8 AT" .:SLorJ . I z . .ft3 I FLANGE BRACES ( Z. z ~ z.. X 14 G,,ti..) ~-,; '4 l.2. rt:>~ ~Q ( JI> ) 2-G.1z. 4-SCI/ &/1(1 .. c.;1.--1 P. ( ~ 5'1-.~ x. '.3\.b) ,, ,~ 3 34,, 4 .SCIO ~oL.tJMN CLIP .. (9t'1"'r. fQ. /(JG,A 'Kb X I 1-0 ~) o'-~ 1a· 1""1,J it. .:St!Zo J_, UNT: ~ fO&A, 'ib JI ·2 1-/ J o'-&.:, 7A I ... . . . . II II !I !! II - @) COMPANY SHT. NO. JOB NO. MID-WEST STEEL BUILDING '7,... of f6t.r-9 s 4oS · 7301 FAIRVIE\I • HOUSTON, TX. 77041 • 113..,466-7788 DRAWN J~4f!... DATE q·-11 -16 . CUSTOMER: Jzt:> t;;Nbi(tl6~t-l HG..~ COi'\~~ · -CHECKED -ft&? DATE q _..., ~ ,-'7{., BLDG. SIZE: REVISION - SHIP TO: IC QTY. MARI< DESCRIPTION LENGTH FABRICATED COLD FORMED - - RAFTERS ( -fJB~ Ll+SEL S 1215.~lb, ---. - ol-lG ~v-01 COLUMNS ( 8 C )( '311. y., 1; ~A \ . ><~14-0 12.. 14-s . I I ·1 A-:.1-314 f>...'=·ll-3 14 2 '5C,\ -~ (· -~ -I~ ) 13-ei 3 u, .. . . . .. e;NG-€J -o I JAMBS ( BO"" 3 1i x I G, GA) ~-;:; 12-.t? x-.:: 13-058 t 3-s 'e ~ I I J:>;::. -j-3 1Af I I l>:::.(l-34 oN~ €-J-o Z .Jo ( J.. . , . ~,., ) A~ tz-o X-:. 13 -/038 )4 -2~ . I B ~-1 -3 A B1 :; 11-3 1 -\ of\t DI-\ ... , o HEADERS ( BC.~ 2-1-i 'f.. \b 6A) 1.0-0 "·.-~·, - -· @) MID-WEST STEEL 'BUILDING COMPANY SHT. NO. JOB NO. ""?a of 84-0( ;~_o; .. '7301 FAIRVl(\I • HDUSTDJ'{. TX. 77041, •'713-466--7788 DRAWN J E e,R. DATE '1.-'." l 1-"ib . -,. CUSTOMER:· eo G-Nbl ,--u~e~, N q ~ Coli $1", ---~--· --CHECl<ED ff?e, DATE q-{e, .. q~' - . BLDG. SIZE: REVISION .. . S~IIP TO: . ID .. QTY. MARK DESCRIPTION LENGTH COLD· FORMED 2-t,t, 16 · EAVE . STRUT ( 8 ES. X 14 OA. ) ~--t-111-z. lv!-1 ~ • t>~I f; /' tt,. i· oL lb~A 7 &,-\17"' HOLt:S I~ A~ 2, .,::-,<1,,"' L.t,::.-r e/Jll. z..1-2-'z -()Be. L,4At;L -~ ~E.(J '0 -· ;!;. e t..-L.-I PURLINS ( 8 Z x ~ 1-z. 1' I l; GA.) . L,oN~ ·\.A.p PUNCH Z.l\-1\lz 4 i:!-L, t_, z.. ( ). 2 tr -012. z ~L--L.3 ( PO ) '2,~-~lz 4 -c (.,,L,A· -~ ( •IC> ?<lbbt.~) -"'° .G lo 2(-bLz .. - I 2,-'C \,,t. ~-GIRTS ( B Z ·JJJ.1~'X-I :2..· GA.) L-oN~ t..A\' PUNCH 24-\1 12 4 :a\..,,-\., f, I J<! J_, za-7 1'2.. _I .. \bGJA ~ · ~IMPu; ,y>AN z -2SS:2-·) ,, I -1 o!e.t. 2, ?~'-'l ) c:;;,1-ft,e,. T L,p_p b-3~4 2 ,·c-\ . I 4-P:e·6\Av \ 14-:_ 1 3 4 '~It..-. 7 ez ~l, I b-33 '{-' I 2 .7c3 ) lt;-ll 1z 2. ,~4 I . z'-e. ~~ ,o _,::; IO '-C eP .. 4 PM1 SHEETING ANGLE ( ;& 4 X 2 X 16 GA.) 20'-0 i ·z PMt... . Doot2 BRACE! . (. ~a ) (@ WAL~ Oao~ S.'·o 2· ,::>M 3 Doo~ (!L1P Csc.>z 11. x l~GAJ .. ( r-1~ ) a'-4 4 scs STANDARD CLIPS ( A4_X 2 X 16 GA.) 0'-7 1/2'' ' : . ' '~ ~ SHT. NO. JOB NO. <@ MID"'.'WEST STEEL BUILDING COMPANY + of 84 ... 9 ~J.\-0~ ) DRAWN J ~ ~ f2-DATE 'i·:-1 l -Ab ' 7301 fAIRVIEV • HOUSTON, TX. 77041 • 713-466.-1788 CUSTOMER:-/Z-tJ GNbt HE:-e'~N6 ~ ~N~i. . CHECKED. p e,h DATE Ct! -lf;, ~q~ -· --·- • BLDG. SIZE: REVJSiO~ .. · SHIP TO: I E QTY. MARI< DESCRIPTION . COLOR LENGTH SHEE:TING ·,. 4 . ROOF SKYLIGHT " f< " PANELS 8 OZ . WHITE II -e!> t . dt::::) ~'e=-.ab 7·'8 PEAi< PANELS "· R " /0 ~ 26 GA. ( . \ : 12) ·pwHT .Z-h 14 26 GA. ''.f>BP-" PANELS 1'W HT 14-S rz .. 7..:. 8 ' 4 .Pr::I . Oo ,:;,r:, c,o 4-Z . . .. '' . .J~ S.W. -~bGiA '"'t2-.11 p.ti,..t,JGV.> .. fo..~~y 14-0 11 J~ i .. Jo ~-\ 4 -1 ' . . . . B E.W z~ GJ;,.:. '' tz. , .P.b-N~t,..~ e.t...l>Jt:: ,, I " ,.e:..~~y 1'?·2- ·,DN€. 14--II ()NfJ::. ' . .. 14--~ 0Ne .. 14--~ ·, ~-(4--Z. ON~ . 2.-/0 QN-f;. ab 2-~7 DAie ~ 2-4 B ~-~' t) l)E, ,1 ,'J fl t,.. 14-& I 12-/4-·-G :2-c~ -"'" ~ ~~ c::::e> 14---2- ' .. JOB NO. ... .. .. _ ..... SHT • . ~o .. t;/ @) MID-WEST STEEL BUILDING COMPANY of ~4,.q:;402, 7301 f AIRVIE\/ • HOUSTON, TX. 77041 • 713-466-7788 DRAWN Je.e,t=i-DATE q ; I q G.-, . . ___. , .... CUSTOME12.D 6.tJG( IJE-et2(l.)b i COJj3T. , _qiECKED P~b DATE q -/$ r 1 (, · BLDG. SIZE: . .. I .REVISIOt--j ··sHIP TO: I E QTY •. MARK DESCRIPTION COLOR LENGTH SHEETING : 2-E:lA iJ/4 GA ''R ,, .PA1jE_f,S e L.·{ue "?'' L\s&:,<1 {6-8 .. ONe I 15---( ... . IS-o ?.-.. z.. ~!7 _,.,,-:;.6> ,=.::::::> ·-14-'1 -- : . . . , . ~ . .. .,. ' ... 4 ~ , •• :L.:. . ' . ~ .· •• !-.· . . . 1; . .. .. -.. . .. . .. I ... ,, ...... -.... ..... ~ . . .. .. .. . . , . .. -. . . , .. .. .. ' , . ~ . .... . .. •: .. ........ ·:· ...... . .. ~-,..' ... .. .. · . -. .. , . . ... ~ ... . . ' ,. ' .. -- @ SHT. NO. JOB NO. MID-WEST STEEL BUILDING. COMPANY fl of e tr-~ 34 ~& 7301 f AIRVIE\/ • HOUSTDtt TX. 77041 • 713-466-778.8 DRAW~ J6'4 ~ DATE "l ..:· 12.-t-1 b CUSTOl.iER:· IZD t;; N 6> I M ~ t:;: t2-\ H 61 ti, c~Ns,. CHECKED f {E.tb DATE v/ ... I 8--1<,.. BLDG.· SIZE: · REYISION SHIP TO: I ·F QI'(. MARK DESCRIPTION COLOR LENGTH 26 GA. METAL TRIM A CTRX i 4 CORNER TRIM H6,t, V 14-o 2 CT~X 4o ,. 14-1 .. 4-PBX PEAK BOX ( I : 12) (TO MATCH ·12-,x ) 1-4 RAKE TRIM '';i'--. /2.. T 'I--(MITER TO S'b~ AT I .: 12) /8-0 .,o/,t,. JZ.T '1'-1!!1., ( r 7-8 I 12-_/f c, t T>'--2 t.. . ... lo ( ~'e:, e~ ) 1-·,0 2-S:b)<. GUTTER 10-2. 2171z,L... f:;6)(. ltl, I (MITER TO fZ...T'X AT I : 12) /3-0 '3/i-1.., SG"/..IZ~ .~ 11-0 · .. 'Z-. It,.~ ,~~l0'7 c.oe·N~ rz.. / 4 -b _4¾\,.. m ec., >< iz-i:... GUTTER END . CAPS olc::i GUTTER CLIPS (GALV.) . 4 OS l-4 DOWNSPOUT W / KICl<OUT +-\ ~ I_, \.) 13-6 ;a.. 1)$ Je, ' 14-1 DSS DQWNSPOUT W/0 KIGKOUT 1 /2 DST DOWNSPOUT STRAPS o-/ . q ~1 \o EAVE TRIM ( I : 12) C:IC) lt?-Z ,, @) MID-WEST STEEL BUILDING COMPANY SHT. :Nb. JOB NO. 1 of 84--'\~+o e 73Ql f AIRVIE\I • HOUSTON, TX. 77041 • 713-466-7788 DRAWN j~C,'?-DATE '1·:-,.2.-1 h . CUSTOMER: /2-0 6Nbi-l N~& '2..l N~ ~ C~NS.1'. ~ CHECKED f (i.<b DATE q _I~ ~q& ,BLDG. SIZE; ,REVISION . SHIP TO: IF ' ' QTY. MARK. DESCRIPTION COLOR LENGTH 26 GA. METAL TRIM ' ' 2 JTRX I 2.. JAMB TRIM .H~L..-V /2 -3 ~ J--rr-x Jo cJo 1-? ' . ' ' '' e:;>Nf5 HTX/ o HEAD TRIM H/3t--U lo -4 oN~ Hi>'--3 eb> r4o 3-tt- . ' . ' - BA-20 FORMED SILL TRIM .. ~ • -A B.SLATE 20'-0 7 . 8A..-20A FORMED SILL TRIM /W END NOTCH -8.SLATE 20'-0 z SFl · cove.rz. 'T12-I t-1\ 1--H?,~U l 1-11 ONrE. :5-p\ de;, ' . 8'0 . -.6 10-0 ~ 0 k t=H . -~~ . ~ ' . .· ' ~12-t-lB-M (i~P) · ,. GFI CA~T~ !41b . ,., . . . .. '. . w · ··: MID-WEST STEEL ; . . . ·-SHT. · NO. •' ' .JOB NO. BUl~DING .COMPANY· . h ·8t\ ... C\3"\0'0 7.301 FAIR\1(W • 1100S.TO!I, ·11:x°AS ~ P.O. B~X (03.38 . ' of. ,, DRAWN j ~6f ,,z.; DATE . ZIP 77041 (71.J) ~66-778~ ZIP '1m6 q-1.i-~b ,, ,. ' ' C::USTOMER: /2.D '7H'61N.e~~\ Nb .4\ c~·c;,-: CHECl<ED f ~ ' .:,(2:, DATE q -/fb ,..'j(.., BLDG. SIZE: · REVISION . ' ' SHIP 10: -I I (S QTY. .. MARI< DESCRIPTION LENGTH WAREHOUSE $_HIRPER . ,-:J,.oO 1/2" DIA. X 1'' c.J,. MACH. BOLT-~ NUT /2.. .1/2" DiA: >C 1 1/4"-II " II ~/2'' DIA. X 1" C.P. BUTTON HEAD' BOLTS & NUTS 1/2" DIA, X 1 1/i' A325 BOLTS :& NUTS 5/8'.'.· DIA.· X 1 1/4" " .,, " . 2.~ 5/8''. DIA. X .1. 1/2" " " .. " . .. 5/8" DIA. X 2. 3/ 4" II " " . • 2'1 5/8'.' DIA. X 2, 1/4· ,, II " 3/4'' DIA. X 1 3/4" ... It ' It " . ' 0o 3/4" 2" I /z II ., DIA .. X II " " 3/ 4" DIA. ·X 2 1/4" " II II 54 t; '3 " DIA.. t:L--Ai WASHJ~S. A'-3-?,-<; ~ 1/2'' DIA. FLAT WASHERS A-307 5/8" · DIA. FLAT WA$HERS " ;,. -it> 3/4" DIA. FLAT-WASHERS " '· -cso . 34'1 OIA. Pl.Ai. l.41:o0HG: e.? A-30~ BOO #12 .X 1 1 / f'. S.D.S. ( DWHf ) ·ooo-#12 X 1 · 1/ 411 s.o.s. ( AC;,·~ y } f:. (?D .. II 14 ·x 7 /8"' S.Q. ·LAP TEK. SCREWS-( · l)HHT ) .. #14 i· 7/8" S.D. LAP TEI< · SCREWS ( p,..";;;,~~ ) ~t>O loo . II 14 X 7 /8'i: S.D. ·LAP TEI< !3.~REWS ( 148' vV ) ... #14 'X 3/4" S.T.S , . ( ) ... . #14 ·x 3/4" S.T.S ( ) ' • #14 -X 3/4": S.T.S . -( ) 350 POP RIVETS. ( HS>1..-V ) , . ~-~ TUBES CAULl<ING COMP01)ND .. . ' ( C---t.,6.J:...-t?.,.., ) 16 ROLLS 1/2" TAPE SEAL' ( 45' ROlL) ... ROLLS . 1'' I TAPE SEAL ( 45' ·ROLL) . Z1 3' LG. PCS. FILLER i STRIP ( . OUT.SIDE ) ·TO FIT"/2,..'' PANELS .. PCS .. FiLLER I STRIP ( INSIDE ) TO FIT"' iz,ir PANELS ee 3' LG. ONE I· ERECTION PACl<AGE OXIDE TOUCH-UP PAINT : OtJ~ QT: RED . .. .. ... -. . -... -SHT.. NO. . JOB NO.··.· . -. MiD-WEST STEEL BUILDING COMPANY.-· /XX½ . . . . _q··o( ~J · _ ... ·?, 4 ·_::· q ~-4 o·,s· I . . 7301 rAJRW:W • HOOSTOO, tr~s ~ P :o. BOX ~0338 : .. DRAWN j-~6,~·-. DATE ·,. ZIP 77041 (713) 466-7788 ZIP 77240 ~-f.2-0fb . . ....... CUSTOMER:· fZ. D BN b> I tiE-13.:~I N 6 -~ CL:1N">1 - .. CHECKED f ~b DATE q :.-lb·1~ BLOG. SIZE: REVISION . . . SHIP TO: I G . ,, --~ QTY. MA.RK .. DESCRIPTION LENGTH .. WAREHOUSE-SHIPPER " THROAT CONT. RIDG~ \/ENTS· w/ S.S. & D. (. : 12)( ) ,4 .. . . " THROAT STATIONARY RIDGE VENTS .. .. W/ 8.S. & D.(~). .. TO FIT ( . il . ~) II II PANELS-. . ... . . - VENT OPERATOR PKG. ·w; LF.' CABLE; CABLE CLAMPS PULLEYS, & EYEBOLTS-W/. NUT f - 3 -4c.e1 '"1 " • CABLE BRACE W .(1)EYEBOLT. (1)HILLSIDE WASHER, .. (1) FLAT' WASHER, & . ( 1) NUT" EACH END . . ·' . cur .. LENGTH= Z3-.. ~ : ot-Lt,;; 4vi;,-Z.. 14 " · CUT LENGTH= 1'1~, .. I 4 ... 4C.-{!?3 l 4'\ ' CUT LENGT.H=:= 24-.o " -·. ei,, .'!" tt:2. . . . . oNG 3070 "M" WALi( DOOR W/ 8 1 / 4" · FRAME (JK~v<.A,&P) .. : ' & STD. ACCESSORY Pl(G. H / t--c..,e:,?·e;6-.. •I . 6070 It II WALi< DOOR W/ 8 1 / 4" FRAME ... & STD .. · ACCESSORY PKG. SWING= oN& WEATHERSTRIP KIP FOR -~o7o .. -,.. . : RPGC GUTTER CLIPS (GALV.) \ Zb I 0-l\ 'l... SSGC STANDING· SEAM GUTTER: CUPS (GAL~.) (? FBC. CORNERS FOR BA~20. FORMED. SILL TRIM· - DBAC-1 '~:L ENDCAPS (PAIR). FOR' 'sA-_20 FORMED SILL TRIM .. 3030 ALUMINUM HORIZ. SLIDE WINDOW W/ 1/2 SCREEN .. 4030 " ,, " 6030 II " " . SELF FLASHI1'1.G WnH ( . ) FINS ONE 'CAN TOUCH-UP ;l?AINT · ( ,t:,,.4bJ"( ) . I ' ·,, J , ;,: , .. ,j. ·•: ~ (·':- -~· ~ :; ,. rt~ .·_'.,_-~---~.:!:_~. ~,:., ~ -:t;· .• 12· =~~·\/. AT20"±~ 12· MEMBER SCREW."SPACING (ALL" .. MEMBERS ) 12· "A" WALL ·PANEL. EAVE· STRUT. BASE 12· & INTERMEDIATE GIRTS AT 20":!: O.C. / ffl~=;;~ 12· PANEL END LAPS ONLY 2" a· '- STITCH ~~ \_ . I AT20"~ 12· 12· MEMBE'R SCREW SPACING (AS NOTED) "R" PANEL AT WALL 12· 2· 2· a· . ·2· 2· MEMBER SCREW SPACING (AS NOiED) "R" PANEL AT WALL 12· 12· ' .• . a· ' " 2· REVISION NO. : DATE 1-11 /-11 S1 i····· .... ' ... ,. •"' . -... - .. 12· 12·· 12· 10· ' r· 10· 10· 2· _n PANEL FASTENER LOCATIONS DETAJL "A" (ALL Mt"MBERS EXCEPT AS_ NOTED) ' 12· ~ 12" 8" 2", . s· , 2·. . . . lri\ OETAJL "A" --P.. __ . PANEL FASTENER LOCATIONS (EA v£ MEMBER, PEAK MEMBER AND PANEL ENDLAPS) MEMBER SCREWS ~( r WIDE X¾z 1HlCK MASJC (OPTIONAL) MUST 'BE SPEClflEQ QN 1HE WORK ORDER. . ··; CONTINUOUS - * ·-:· \ STITC~ SCREW \ R.OPE SEALANT TAPE SEALANT *. i---~:-- - ROOF PANEL AT 20 0.C. (FOR ROOF ONLY) ..... 3/a X.1.lz TiilCK _'(S1D.) 'J' -·"-. EXTENDED LEG ( ON "PBR" PANEL SNL Y) . DETAJL "A" SECTIO~ 1HRU PANEL ENDLAPS AND. PEAK PURLIN NOTE: . .. l ' .. SCREW PA TIERNS SHOWN SATISFY U.L 90 REQUIRE- MENTS FOR ROOF 11PBR" & 11R" PANEL AT ROOF "PBR" & "R" ROOF PANEL 0 SCR~ SPACING ... R£\1QOH ~o . DATE It. DRA%NG NO. S2 •. -- STIIIP 4" OF INSU• ' l.ATIOH FROM VAPOR IIAAAIE/1 ,t.ND FO!.D VAl'On IIAIIRIER IIACK OYER STEEL PANE\. , ENO LAP WITH INSULATION ENO LAP SCREW LAYOUT ROOF f'l'NEL --J SIDE LAP WITH INSULATION SKYLIGHT PANEL FOLD VAPOR BARRIER OVE;I PANEL Rill OPTIONAL INSULATION TRIM MIO SPAN SCREW LAYOUT ". :R" TRANSLUCENT ROOf PANELS REVISION NO. DATE DRA'MNG NO. S4 ... 0 FlANGE BRACE {TYP) 0'..-7 1/2 LAP ( 4 BOLTS TOTAL) t,..... " ADDITIONAL :/ ... :-~. o FLANGE BRACE • (IF REQ'D) · 2'-~ 1/2 LAP . (6 BOLTS .TOTAL) 0 . FLANGE BRACE {TYP) NO LAP-SIMPLE SPAN {2 BOLTS EACH ENO)· 0 0 :3' -8 1/2 LAP (6 BOLTS TOTAL) 4' ..:11 1/2 LAP {6 BOLTS TOTAL) . FLANGE BRACE (~) FLANGE BRACE° (TYP) All BOLTS ARE 1/t~ X 1• M.B. UNLESS NOTED . . INTERIOR BAY PURUN/GIRT FRAMING . . RE'v1SION NO. DATE 0RAWNG NO. S6 OlJTSIDE CLOSURE {OPTIONAL) INSIDE CLOSURE .w/ CONTINUOUS TAPE SEAL TOP &. BOTTOM MEMBER SCREW SCULP,VRED EAVE 'TRIM INSIDE CLOSURE W / CONTINUOUS TAPE . SEAL TOP & BOTTOM MEMBER SCREW MEMBER SCREW EAVE STRUT OUTSIDE CLOSER EA VE DE°TAIL WITH· GUTTER EA VE DETAIL WI.TH SCULPTURED EAVE TRIM (SHEETED .WALL) (SHEETED WALL) OUTSIDE. CLOSURE (OPTIONAL) IN~IDE CLOSURE W/ CONTINUOUS TAPE SEAL TOP & BOTTOM ROOF. PANEL EAVE STRUT ROOF/ PANEL . MEMBER •. SCREW EAVE STRUT WALL PANEL OUTSIDE CLOSURE W/ CONTINUOUS TAPE SEAL TOP & BOTTOM .. . SCUIJ'TIJRED EAVE 1RIM OUTSIDE CLOSURE EA VE DETAIL WITH SIMPLE EA VE TRIM (SHEETED WALL) HIGH EAVE DETAIL WITH SCULPTURED EAVE TRIM (SHEETED WALL) EAVE DETAILS WITH SHEETED .SIDEWALL RE\1SION NO. DATE 5•2'1-'tl ORA'MNG NO. S7 -, f .. \-· -r I I l I' I - "R" PANE[, "A!' PANEL i · i 0pWNsPOUT A TTACHME~T Tb WALLf PANEL j -. I • •, I . • j I. 'GUTTER OVERFLOW SLOT (FiELO BEND)'· i FIELD TABS 1.6--+---EAVE.. 1RJ M / EAVf. STRUT I• FIELD TR IM . I , AT LAP / POP RIVET (TYP) \ 10 REQ'D) ' . I I ~p /" CAULK ANO ~OP RIVET ·1 ·1 / GUTTER I~ / I : r . I [ .. I I : I I BEND GUTTER V 1·1 INTO DOWNSPO .. rDGWNSPOU T -~ , • ., ·1 I ~tt)lJ J ._: 'l / I T -:::-i o 1cu-'· J I",.__ • I er. BEND· OOWN GUTTER DOWNSPOUT TO GUTTER DETAIL OVERFLOW SLOT · . SHOP CUT, t:'iEill SEND /GIRT . WALL PANEL DOWNSPOUT · • ! . l . . . _: · DOWNSPOUT DETAIL AT SHEETED WALL I GUTTER AND DOWNSPOUT DETAIL · AT SHEETED WALL ... , .... '.OVERFLOW SLOT D.S. SlRAP QUANTITY EAVt HEIGHT QUANTITY 10·-o 2 . 12'-0 2 14'-0· 3 . ! 1s'-o! 3 20·-o 4 2s·-o 5 REYISON NO. DATE IO·ZCl-9/ ORA'MNG NO • .S9 r . : M e1v1 ~e:12. ?~ W ~ N-l61L.E. 121-,~1)2.ltv\ &,lfc-H SC-f2-Ev--l ( 1'2.-11 O,e,,) O,t:7, ~l..ObU 12.E: ~LL Pf-lJ~L. 8J Dv-J,AU,, COL.UMN 12.ooF-PAN E:.L. PUIZU!--1 ('1.;ltf x l1 M. BOLT'? . ( 4 i~}l?.x 11411 A?:J1-f? W/CL--1 P REVISION S13 .. E:.W. 61112-T Go~"-ll::J2. COL-Ll lvtN ~. w I C:t I j2. T : ' . ,s,, v--1. PJ4-.J E:L. ~E:E:ilN(;:t GL--IP.,... ce,e,;;. . S.~c,-1 Oh! e Col<.~E:12. CQL.UHll (~12-11---JGt F-rzA!vtt= E:"1 DWAL..L.) 1112. d P~E:L REVISION NO. DATE ORAYdNG NO. S15 -r------------------:------ t.,W, ~112..T J2.ll":11D f~ ~ COLUMN E:.W. PAl--.la ~. W. 61112.T 0,1110 0 1111 _:_ qJ111 o /4 I. I r') C012-NE:l2. ~I tv1 Y/ • ~ t r1.AN E:L..: ' . CoN~, C-LI P -?!:>l:2- Co!ZhJ·E:12 De:rAI L- RE'v1SION NO. DATE DRA'MNG NO. S17 .. . ----.. -. -----0 -. 0 Aµ_.. BoL-1& l:211 cf> ~ I 11 M .' E? ... C012J-..JE:t2_ PE:TAlk ( l,AP41-J c:f-JO FtzAME:) e,r. P~ Gt I tz.r~ ~ II R II P;ANE;Lb REVISION -.. NO. DATE • l .• DRAVi,NG NO. S19 ,----------------------------------------------------------, ... ., ' 1 ;.. ... , ... , .. 1 ;., • 1 ;., I :i ii :rl !t IIIIT 111.L .... , 11 ,011 3070 FOIi 1070 FRAMING ELEVATION 1•+ I o'ol -IOI.Tl. ., ... ,•.o •'-o ANCHOR ·BOLT PLAN DETAIL .A. AT SILL WITH SWING-OUT OOOII .. 11 ·-- PERSONNEL DOORS WALL PANCL MUI TMN I SECTION THRU HEADER TRIM DETAIL SECTION AT 3'-6 GIRT ICIIIW DOOfl ..... ,IAMI TftlM l'X 14 ctt X rJ,.4 DETAIL •e• AT BRACE TYP. BOTH JAMBS REVISION NO. DATE DRAVANG NO. S20 ~· .... t '... . . JAMB SCREW AT 20" Q;C. JAMB DETAILS FOR FRAMED OPENING . "A" PANEL JAMB TRIM "R" PANEL JAMB DETAILS FOR FRAMED OPENING FRAMED OP.ENING JAMB DETAILS . REVISION NO. DATE DRA'MNG NO. S22 SILL CAP TRIM . . MEMBER. ·scREVIS AT 12"· 0.C. - WALL PANEL WALL PANEL MEMBER SCREWS AJ 12" O.C." HEAD TRIM HEADER HEADER DETAIL FOR FRAMED OPENING .. . .. . . . ... -··· ---· -••,-· ... . . . SILL 'SiLL TRIM SilTCH SCREWS AT 12~ O.C . MEMBER SCREWS AT 12" O.C. NOT· FOR GLASS FOR FIXED GLASS SILL DETAILS FOR FRAMED OPENING . . . FRAMED OPENING HEAD AND SILL DETAILS I . REVlSION NO. DATE ... SILL . .. ORA'MNG ~O. S23 .. .. : .. _::. ~ ... HILLSIDE WASHER FLAT WASHER HEX NUT HILLSiDE WASHER FLAi WASHER HEX NUT \~8 OF FRAME ROD -~RACE TO FRAME DETAIL CABLE BRACE TO FRAME DETAIL CABLE OR ROD BRACE TO FRAME CONNECTION ROD BRACE c;..3L:: BRACE J • R£v1SION . NO. DATE DRA'MNG NO. S53 ... ,('. . ~ c-~._-- w 1-w c:: u :z 0 u I.I.. 0 I-::> 0 ~ 1- 5 0 N I• < Cil Ai, I 0 N I < Cil ~.,__ «<t/J OUT TO OUT OF CONCRETE V , . 'I ~4:}0 A BA-20 B.A-20 -~ BA-20 II .. ~ n n " II .. f- ... ~BUILDING SLAB~ 0 N I < Cil w I-~=;;: === w· 0::: u FORMED S11:.L MEMBER X 201-"0 LONG (TYPICAL) A :z 0 ,u BA-20, SQUARE CUT BOTH ENDS I' Li.. ... I .l ~ oo NO I EDGE OF ~LAB ..k I-• COt-:::> II 0 .. II ' ~== BA-20 . BA-20~BA~2b/ NOTE: -;-OPENING. ·. ,. FIELD COPE NOTE: 0 BOTTOM LEG 0 N. N 1. USE OF SHEETING NOTCH IN CONCRETE IS • I AT INSIDE I < < NOT RECOMMENDED. Cil CORNERS r.:c 2. ATTACHMENT·OF FORMED SILL TO CONCRETE ··· -:· !-- IS BY OTHERS. ~, 3. FORMED SILL IS PROVIDED IN 20'.-Q LENGTHS r/J BA-20--~ (STD.), FIELD CUT AS REtJUIRED. ~ OUT TO OUT OF 1, OUT TO OtJT OF CONCRETE ,., CONCRETE ., , , , FORMED Sl½L MEMBER TYPICAL LAYOUT fe.,~ SECTION A -FORMED SILL BA-20 TYPICAL OUTSIDE CORNER APPLICATION FORMED SILL MEMBER .. REVISION NO. DATE -S60 ;, . ~og_HE:t2 '71U...-Co~E;tZ.. . ( U&e S U>r2.ll e12-~) RE'v1SION : NO. DATE ~---I DRAWING NO. S61 ;.,- ~ ~ ,., "' STEEL LINE -18 GA. FORMED * SILL FIN. FLOOR (STEEL LINE . FORMED SILL W/0 PANEL RECESS STEEL LINE BASE TUBE W/ PANEL RECESS .,. 4 .<I <ti •••• * A TT A CHM ENT OF SILL MEMBERS TO CONCRETE, BY OTHERS. STANDARD CONCRETE SECTIONS FQR SILL ~ONDITIONS NO SILL W/0 PANEL ~ECESS . REVISION NO. DATE DRA'MNG NO. -.--_S62B f :i I I )ql,o 4 Co Sr A-A-i1 L .\ L t-U c+n i .A-t o o-r11,;r7 \ qk/&'JJ~ Iv~ Dis-r -~86 i:f! i'!A.2~AL s ·r,::,ttT(;,c__ 13c11ctJ 1 ~ -·-~ ..... ~,. ~~--------- . \ 1/l)_~<fb~ TZi £Sh1c1 fLtvy 1 z l~ w/ Sr~r'/~~ /ftJl()~lJ0<1~ v)W. rl -L I. __ ,J.L fl) 1 .. ( .J/L.evl:J -/ty~vrJ:..... c,f s; Jo /7'1 fl\~ ~-1 M .re / h / e ( 1 c. c.. vVV\ . ,. ~ . · I} , o 1 '47 e, ~ 9-~ ~ rP 1:s, /C 11 ~ -/lw tr--~ r 4 · ~~ fvve,,fL ,,, (Jo fl or-LSS u L-[i ~ ,rt<--~ Ff..Ls Co i,_.fl fll't C'l w/ llAv ft) f( tc&.__ ( 1/L/ll·ff j' Cdvlec:f d1)f): -(l'[d5S ,s -0<:.-fZ Cl) l-,A-~-rA /fV1 ADJ{~'~>~ · _,. ('r: I I' • r i . • •. • L " Fr2:' e· > ( ~ii /\Pt 'T ~:,; f ,· ·,t'-i ~-. ,·\1 • 1 · • i-1 . -: · _ · APPROVALS Pate ....,._--.-::-, 8v'l/:fln1 q/idr~. ~'"' 2d}t/2~ ~:f:MZ ---c.01gta1 -~h ---iL:.oc. /{(f (1, ;l ll/5i1h~ ~ pJ-v'/ p){~/,{,A I HAZMATFORII ' INOWASlEAPP i\ ___ _.., _____ SCHOOLFEEAIIII ,.-Y-, n ::~, I > '--·~\I,~, r~ 1~'•, ' ,1 .JI \bt .... _,. __ i/ -----+-----BUSLIC . -----+----WCOMP \. ----t-----FIREPLANS .. ----t-----ASSESSORPUIII ' _________ c~o "· Ij' I' !t. l ' fl-sfi'f-~~~.,,, •. .,, ...... ..-..... --. ----..--,~,..---,, f< -1, ,. .. ~ ~ .. -,_~-""'·\--· -."'"'w·---c,--.-· .. -,..-,• ..... -,..,--, ----------, .. -'} / I \