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HomeMy WebLinkAbout2600 CARLSBAD BLVD; ; PCR13071; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-14-2013 Plan Check Revision Permit No:PCR13071 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2600 CARLSBAD BL CBAD PCR Lot#: 0 2030510300 $0.00 CB122104 Construction Type: NEW ARMY/NAVY ACADEMY-BASKETBALL BACKSTOPS -IN THE IN-DOOR GYMNASIUM Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 05/16/2013 RMA 06/14/2013 06/14/2013 KEVIN HALLOCK ARMY&NAVY ACADEMY CARLSBAD CALIFORNIA 1929 HANCOCK ST SAN-DIEGO CA 92110 619-557-0575 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $290.00 Inspector: PO BOX3000 CARLSBAD CA 92018 $290.00 $0.00 $0.00 Total Payments To Date: $290.00 Balance Due: FINAL APPROVAL Date: Clearance: $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Sectibn 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to Water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the-statute of limitations has oreviouslv otherwise exoired. & ~ CITY OF CARL·SBAD PLAN CHECK REVISION· APPLICATION 8-15 .Development Services Building Division 1635 Faraday Avenue . 760-602-2719 www.carlsbadca.gov Plan Check Revision NO. f ~ /JO 7/ Ori!)inal Plan Check No. Gfl I 8-;;;2.10 lf' ProjectAddress. ~(l)OCJ . c,,+.!SLSB~O '3C>JQ; Date _ _:s_-_(Co_~_/;)-__ Contact (~v \Y\ l-+0-l loc__(L-Ph ~(C(..-q-'?7--o~?S-Fax----'----- Ema.if f<_-e_v 1 \/\ Y\. (,\..__ Llbe,lL e VlO \.AS e..-*1J doc-l9 .e,_ ' <-0 VV\ Conta~t Addressl q 'vi L--6. \/\ l.,o c.,ft--:5 +-. · City S , D · lip General Scope of Work A::n-\i.As---n G fp>C...,l L.---l TY · Original pians prepared by an architect or engineer, revisions mu~t be signed & stamped by that person. 1 . Elements revised: . f;i-rians · ~lculations D Soils D Energy D Other--,-_________ _ .. 2. 3 .. 4. Describe revisions in detail List page(s) where List revised sheets each revision is that replace shown existinq sheets t ~ 'QCl')(L.-P7 tA-.5 'lc..G--T~tA:vv -. -· ---~ Aclt.--S '""'LO,f:7 .. . . 5. Does this revision, in ar,y way, alter the exterior of the project? 11/4-Yes ~No 6·. Does this revision add ANY new floor area(s)? D 1 Yes 7 .. Does this revision affect any fire.related issues? D Yes 8. · Is this a complete set? ~es . D No· · .e'S'Signature~WI ~c/,L-- -~No_ ~No ·1635 Faraday Avenue, Carlsbad, CA 92008 fb.: 7 60-602-2719 ,fax: 7 60-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In <Partnersliip witli government for (}Jui(aing Safety DATE: MAY 22, 2013 D APPLICANT i/1 JURIS. JURISDICTION: CARLSBAD D PLAN REVIEWER 0 FILE PLAN CHECK NO.: 12-2104 (REV. #6) -PCR #13-71 ____ SET: I PROJECT ADDRESS: 2605 CARLSBAD BLVD. PROJECT NAME: ARMY /NAVY ATHLETIC FACILITY & PRESS BOX BUILDING ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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 The 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 se11t to: Kevin Hallock C/O HOUSE & DODGE DESIGN 1929 HANCOCK ST., #200, S.D., CA 92110 ~ EsGil 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: Kevin Hallock Telephone#: 619-557-0575 Date contacted: (by: ) Email: kevinhallock@houseanddodge.com Fax #: 619 557 0577 Mail Telephone Fax In Person ~ REMARKS: The indoor basketball backstops are under this permit (deferred package). By: ALI SADRE, S.E. EsGil Corporation D· GA D EJ D PC , Enclosures: 5/20 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD 12-2104 (REV. #6) -PCR #13-71 MAY 22, 2013 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD (REV. #6) -PCR #13-71 PLAN CHECK NO.: 12-2104 PREPARED BY: ALI SADRE, S.E. DATE: MAY 22, 2013 BUILDING ADDRESS: 2605 CARLSBAD BLVD. BUILDING OCCUPANCY: B/Sl/ A4/ AS BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier indoor basketball backstops - Air Conditioning Fire Sprin,klers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance -Y j Plan Check Fee by Ordinance Type of Review: D Repetitive Fee C..,] Repeats • Based on hourly rate Comments: D Complete Review D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: V-B/SPR. Reg. VALUE ($) Mod. $290.ooj D Structural Only 21 Hrs.@* =====$=11=6=.0=0 $232.001 Sheet 1 of 1 !, ·• STRUCTURAL CALCULATIONS Army Navy Academy Athletic Facility Carlsbad, California BASKETBALL BACKSTOPS MIKE MENDON STRUCTURAL ENGINEER ENGINEER'S REVIEW DCI ENGINEERS __ No Exceptions Taken __x_ Note Markings __ Revise and Resubmit ·By:~_J __ u-'s.._tc_i_' n __ W_e_i_' ~ __ Date: 5-13'--2013 Engineer's review is for general conformance to the design cbncept and contract documents. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications. Nor departures therefrom. The contractor remains responsible for details and accuracy; for confirming and correlating all quantities and dimensions: for selecting fabrication processes; for techniques of assembly; and for performing work in safe manner. Review of the speclalty structural engineers (SSE) design is for conformance to design criteria and compatibility with the design of the building and does not relieve the SSE of responsibility for that design. 432 Todd Court Chico, California 95973 · 530-891-8065 Jaypro Sports 976 Hartford Turnpike Waterfor~ CT. 06385 Dear Sirs, Mike Mendon Structural Engineer 432 Tedd Court Chico, CA ~5973 The folding backstops and frames are pre--engineered systems, and are the responsibility of the manufacturer. The purpose of these cal~ulations is to determine the reactions at the supports, and to verify that the connections are sufficient. The capacity of the building structure, to support the additional loads of the backstops, is to be determined by the owners architect or engineer. If there are any questions, please contact my office. Michael Mendon Structural Engineer ~ .. \JU<I:--r7 \ 1 2., '. -.. ~~-~A'-\E:" f-~ ~f ,.cc,. ~i .F-.v ,. -~-. . .. -LoA-O e· B,1.\-l.t.... -:. ~4,'5 ~ (:\ Lo :: l-::, '::> 5 ( , 'l ) :. \ 4-oo 1':- f X (~u\-~~) ::. q \.0 ~ ?~ :.. f' X ~ C-P. ~<..<!: f-olU-0 -: ?. Cir\~--'< ....... ~hA"(.~,, $1-A.~..4. t-T "'D~ Mot' CO IJ 'T Mt.. 1'. ~ ., I l3 _ i .. Component Force Fp per ASCE 7-05 Date: Apr-13 Job: Army Navy Academy Page Z Unit Type: 1 & 2 Determine the center of gravity of the goal and frame measured from the roof support at approximately 2.7 Unit Wt= 685 Use 50% Pipe Wt= PerManuf Part Length Unit Wt. Total Wt. Distance Mast 1 350 350 8.8 Bank 1 280 280 16.5 Brace 1 55 55 7.5 Misc 1 315 315 0.5 Winch 1 140 140 0.5 0 0 Summation 1140 · Center of Gravity= Sum Wt. X Dist. I Sum total Wt. CG= 7.3 feet Site Class Ss Fa X D 1.338 1 27 ap Rp Ip Sds 2.5 2.5 1 0.89 But need not exceed Fp= 1162 But not less than Fp= 305 Fvert= 145 Dl+Fv= 315 Wt. XDist. 3063 4620 413 158 70 0 0 8323 H 27 Fp (w.s.) 872 1285 ~--· . -· ... +{.t3 L----·· . --·-· . . . . .... . . .. -···. C,14~"--Go 1,.1.J. (!_ T~C, \ ~ut:, ~ 7. 00 ~ q t>-o I(-C:.-!b "'2., ) OL<.. ?,'lS ( q;,; ) :. \'2..\ ~ ~ \GoSo .._. <:...-t> Ok:.... -+ + ~~--- I © Lo..4.-0 e BA..tt.. ~vf-V © o!!l ':,. PL--\-Fv (.!::?\ t Fe c~ \ ~ z 1,.-s1 ~~~<.e> -- f'i ~ f, :: 1G,S" ( f>A-~ Av..-'\ Su~ ?x ( \=.<> \...Qc:f~) -F-p C6t -3-2~<.o .# -l2S -. .. ( } • ( PL·H'-v) GC, CAB~ f--o--12.:c,£ f(JU)\!°Q ... ~ . ,-:; L~AD €-'P vu....e::l-( 5 V()t'S ( G.T'L T~~s) It ?~ :. f\ ~-CA ~<..e ~ -:: 'l 45 \Ci:~ I ff -'t'\,£. - ,.ss ~-< \(.5b )(._ c. :· -\"::> G:,.~ lu r t( , --1 ~ X. © I Component Force Fp per ASCE 7-05 Date: Apr-13 Job: Army Navy Academy Page S Unit Type: 3 thru 6 Determine the center of gravity of the goal and frame measured from the roof support at approximately 22 Unit Wt:;: 595 Use 50% Pipe Wt= PerManuf Part Length Unit Wt. Total.Wt. Distance Mast 1 235 235 6.3 Bank 1 280 280 11.5 Brace 1 80 80 5.0 . Misc 1 315 315 0.5 Winch 1 . 85 85 0.5 0 0 Summation 995 Center ~f Gravity = Sum Wt. X Dist. / Sum Total Wt. CG= 5.3 feet Site Class Ss Fa X D 1.338 1 22 ap Rp Ip Sds 2.5 2.5 1 0.89 But need not exceed Fp= 1014 But not less than Fp= 266 Fvert= 127 DL+Fv= 315 Wt. XDist. 1469 3220 . 400 158 43 0 0 5289 H 22 Fp (w.s.) 761 1122 .... _:.:. __ .'.¼~~~,...-· :······--·:-·--···:-···~--·-:·-·-.... : .... -.A~~~----&U.-~-¥;--....... _ .. ~.··:.--. -·.·· .:.· .· ---·· .. ··-. -----~------··-·-.··-----· --·"·----··-····----··--····· ... ~\21'2.,'t~ __ _:\ . ...,<) 4 (} .. ~· ......... __ :, ____ ,,,-... -__ ....;. _ _.. _______ _,_ _ _.:.., _____ .......... -· ...... . TO"t"AL.W"T _::· .... \lo"1.o.:ai_. ___ ··--·_ ;_ _ _______ ,.,. --·-··· . ··---·-··-··-·-··· -····-.... . . ·······-· ... . ..... ···--· . . ···-·-·· ... -·---R:--.......... -----·-""··-·---~--·--.. ·--· -.. ---·-- ·7~--- -~-----· .. _ ; .. -.. · _ .. _ ..... ..w:r .. x.: .. .:i.~: ... '.?_o_~ .. !: ..... 5-3_$ ...... -.... ·-: ___,__ :--_; ' . . . . . ············-____ ·, ......... , .. __ : __ _. ---··· --·· --.. ·-'-------.. __ ,, ______ . ····--··'"'" -·-.... . ~/-!>t>f't" .... L ......... llil.Q .. ~-,33_~{,t,·f'· J--e-7z.~:'! ··· ......... ···;·-· .. ····"··· .. . . .... -. ... . .................... ~ ....... , .•. -.,. ....... ---·-.. -.-··· ...... ·---··--··---··:· ... "··· -.... . ESACKSTOPS WALL PADS VOLLEYBALL SYSTEMS PHYSICAL EDUCATION EQUIPMENT OUTDOOR BACKSTOPS 00 , moo·' ' ~rnm GYMDMOERS 0 0 0 . 0 · WRESTLING MAT LIFTERS n · · City of Ca~ls_b~9ooTBALL GOAL POSTS · Aui\ding D1v1s1on 411 SOUTH PEARL STREET PHONE: (765) 987-7900°' SOCCER GOALS SPICELAND, INDIANA47385 FAX.:.(765) 987-7142 JUN 1422»\3,.. WEBSITE: www.draperinc.COlll~ ~ PRACTICE CAGES J·OB Sl·TE FIELD CHECK A JOB SITE FIELD CHECKVVILL BE MADE AFTER RECEVING APPROVAL ON THE GENERAL LAYOUT AND DESIGN. THE JOB SITE FIELD CHECK IS'MAOE BY EITHER THE SALES REPRESENTATIVE OR AUTHORIZED INSTALLATION CREW. THE PURPOSE OF THE FIELD CHECK IS TO DETERMINE IF THERE ARE ANY VARIATIONS FROM THIS PLAN IN THE BUILDING CONSTRUCTION. IN ADDITION, THIS IS THE FINAL OPPORTUNITY TO VERIFY THE FIELD DIMENSIONS ANO NOTE ANY POSSIBLE OBSTRUCTIONS THAT MAY INTERFERE VVITH THE DRAPER -GYM EQUIPMENT. THE DRAPER DEALER IS RESPONSIBLE FOR: 0 OBTAINING THE ARCHITECT/OWNER APPROVAL ON THE GENERAL LAYOUT AND DESIGN AND RETURNING THE DRAWINGS TODRAPER. 0 INSPECTING THE JOB SITE ANO MAKING (OR ARRANGING FOR) THE JOB SITE FIELD CHECK OF THE BUILDING. °ဍCONSUL TING THE GENERAL CONTRACTOR'S SUPERINTENDENT AND/OR THE ARCHITECT'S REPRESENTATIVE AND DETERMINING IF ANY ADDITIONAL OBSTRUCTIONSTHAT HAVE YET TO BE INSTALLED BY OTHERS WILL INTERFERE WITH DRAPER'S EQUIPMENT. o RETURNING FIELD CHECKED DRAWINGS TO DRAPER ANO COOROINA TING PRODUCT MANUFACTURE, SHIPMENT AND INSTALLATION. NOTE: o iN CASES WHERE NOT-YET-EXISTING COURT LINES ARE INVOLVED IN THELOCATION OF THE GYM EQUIPMENT, PARTIES OTHER THAN DRAPER, INC. WILL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATION. DRAPER, INC. IS NOT RESPONSIBLE FOR l:.OCATING THE GYM EQUIPMENT. o ALL FINAL ELECTRICAL HOOKUPS SHALL BE THE RESPONSIBILITY OF PARTIES OTHER THAN DRAPER, INC. APPRov1=u sv: clM=foMER APPROVAL _PLANS ~ FOR: J~:BY-~Kr N:AVY'P:CADEMY ATHLETIC FACILITY JOB LOCATION: CALSBAD, CA THESE PLANS ARE THE PROPERTY OF DRAPER, INC.AN.DARE FURNISHED FOR THE EXCLUSIVE USE OF THE CUSTOMER ON THE CONDITION THAT THEY ARE NOTTO BE COPIED OR USED BY OTHERS VVITHOUT THE EXPRESSED WRITTEN CONSENT OF DRAPER, INC. FIELD CHECK INSTRUCTIONS ALL DIMENSIONS ON FLOOR PLAN LAYOUT SHEET(S) ARE TO BE FIELD VERIFIED. ON REMAINING SHEETS, REQUESTED VERIFICATIONS ARE NUMBERED. NOTE: IN CASES WHERE FLOOR STRIPING (COURT LINES) ARE NOT EXISTING, FIELD CHECK CREW IS TO VERIFY BACKSTOP LOCATIONS WITH THE G,.C./0\NNER. KEY: ~ DIMENSION AND/OR INFORMATION REQUIRING PROJECT SITE FIELD VERIFICATION. WRITE 'CJ OR SKETCH ON THESE DRAWINGS Am CORRECTIONS OR. IF CORRECT, PLACE A CHECK MARK IN THE HEXAGON BELOW THE NUMBER. PROJECT SITE FIELD CHECK PERFORMEP BY: - NAME: ______________ _ DATE: _______________ _ COMPANY: ____________ _ PH: _____________ _ c1·c1i:; w w :::! (/) Cl) ::, --m rii rii Cl) n:: 'n:: <( (") ,... 0 ~-0, ~IZ 0 Cl) ~na N ~ U.. ,n C jjj t-· -I ..J ·~ .. z -I -~ w ~ . C ~ ~ 0 ::ii: en C ~ BASKETBALL BACKSTOPS TO BE PROVIDED LOCATION MODEL FOLD DIRECTION BANK TYPE BANK PAD GOAL WINCH DRAWING INDEX SAFTEY BEL Tl HEIGHT ADJUSTER I SHEET DESCRIPTION ARCHITECT AND/OR OWNER APPROVAL -==-(S #1&2 TB-25S REAR 503136 5032xx 503581 503085 503029 I NONE I 1 COVERSHEET . . ~· :J #3-6 TF-20 FORWARD 503136 5032xx '503581 503085 503029 NONE 2 FLOOR PLAN -MULTIPURPOSE 3 BUILDING SECTION -MULTIPURPOSE 4 BACKSTOP #1&2 ELEVATIONS OTHER GYM EQUIPMENT TO BE PROVIDED 4a BACKSTOP #1&2 ISOMETRICS 5 BACKSTOP #3-6 ELEVATIONS PART NO. QTY 501006 6 501035 6 5046xx 210 NIA 4 NIA 1 DESCRIPTION FLOOR SLEEVE, 3 1/2" 1.D. COVER PLATE FOR FLOOR SLEEVE, LOCKING, 7 1/2" 0.D. BRASS WALL PAD, CLASS A FIRE RATED, 2'x6', Z-CLIP lOP -1" LIP BOTTOM, COLOR: ADVISE GRAPHIC WALL PAD, CLASS A FIRE RATED, 2'x6', Z-CLIP TOP -1" LIP BOTTOM, COLOR: ADVISE RIDGE-FOLD DIVIDER SHEET! 5a 6 7 7&10 I a TBD I 9 8&9 I 10 BACKSTOP #3-6 ISOMETRICS BACKSTOP ATTACHMENT DETAIL WALL PAD LAYOUT -MULTIPURPOSE RIDGE-FOLD DIVIDER ELEVATION RIDGE-FOLD DIVIDER DETAILS WALL PAD LAYOUT -WRESTLING ~OVEO D NOT APPROVED ~ () E j:: w $ -I () ':C w ~ a. (/) ~ ~ w C -I ~ c3 ~ u.. ~ Cl <( z <( n:: en z Cl) 0 i -I u.. 0: :J c3 <( <( () ix: ~ t===:jt==l======~=------------------==i==i:==1==============1~--~~:.....;_.J--.J~~l.,,~2~1,TI ~ ORDER NO. I G.C. I PROJECT MANAGER 127379 SHEET: 1 OF: 10 f~/307/. cJtJ.,.Jb Gf>/2-Jlo~ ~ 'REQUEST G.C. \IERlFY DIMENSIONS "\J LOCATING BACKSTOPS OR-PROVIDE FLOOR STRIPJNG PLAN. VERIFY All OTHER G.C. NOTES. ~ FIELD CHECK CREW IS TO VERIFY All "\J DIMENSIONS AND VERIFY CENTERLINES OF BACKSTOPS VVITH G.C. ~ FIELD CHECK CREW IS TO PROVIDE '\J HEIGHT DIMENSIONS MEASURED FROM FINISHED FLOOR (NOT SLAB) UNLESS INDICATED OTHERVVISE. ~ REQUEST G.C. VERIFY FINISHED '\J FLOOR THICKNESS ABOVE SLAB (ONLY IF FIELD MEASUREMENTS WERE TAKEN FROM THE SLAB). FINISHED FLOOR THICKNESS: ADVISE NOTE: DIMENSIONED STRIPING PLAN NOT PROVIDED TO DRAPER. BACKSTOP LOCATIONS SHOWN WERE SCALED FROM ARCHITECTURAL DRAWINGS AND MAY NOT BE ACCURATE. ENGINEER'S REVIEW DCI ENGINEERS ~ No Exceptions Take'n __ Note Markings Revise and Resubmit ;--Justin Wei Dale: 5-13-2013 Engineer's review 1s for general conformance to the design concept and contract documents, Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications. Nor departures therefrom, The contractor remains responsible for details and accuracy: for confirming and correlating all quantities and dimensions: for selecting fabrication processes: for iechniques of assembly; and for performing work 1n safe manner. Review of the specialty structural engineers (SSE) design is for conformance to design criteria and compatibility with the design of the building and does not relieve the SSE of responsibility for that design. N <iv MULTIPURPOSE -123 SCALE: 1/16" = 1'-0" . 9 ~ ,- Al. b • C") v C) I ("} <:t C) . s:i-'<"" 53'-8" " 47'-8" , . fe ---... ... --JA ------_______ , 19"!"' ----~--~--.. ~,_ __ ' /P· ~ r -, ---- \___ RIDGE-FOLD DIVIDER --- L J I'© 01 I ~ I " ., -10 -....... 20'-4" 33'-4" 33'-4" 14'-4" 'c:i c:i !3 w w en en 5 . ~ ~ m en ir. ir. <( (") .... 0 a "? ("} (") 0 ~ ~ .... ~ z u. 0 I-(I) Cl) .w ...I IC) ~ 0 ~ u. co 0 w I-...I .:.J - <( ~Iii! 0 :::> ir. ~ en o t:> I ("} N ===- = (0 I C") N >-t: ...I ~ u. (.) ~ i== w <( (0 I ("} (") ...I 5 :r: ~ w 0. >-!I) ~ t': w :J 0 <( u 0 <( <( <( 0 u. >-Cl <( > z <( <( ir. z m 0 >-(/) ...I u. ~ ir. :J ir. <( <( <( 0 (.) w z :E 0 ii <( ~ w z ...I m 0 <( 0 0 w .., ...I 0 [ORDER NO. 127379 SHEET: 2 OF: 10 :111ns sv NOS70 :1137 :NMV~O :a3SIA3~ e~oz,s~tv :31va 1v111wsns :a3SIA3~ :13aow <D .. ; 1 I ~ ...,__ ___________ v_o-·a-v-es-,-~-v-o-=N-0-,,1;-v_o_o,-1 ffi ~ -rn A.L 7VI03dS A.L1710V.:I VIN~0.:117VO :~37V30 0 · I i · 0 I ~ A.L111ov:1 01131HJ.V AW3avov AAVN AW~V :3wvN eor ~ ~ ~ ~; < (/) mo.. u'.. !2 ~~ (.) (.) it~ ________ \ __ >t'v'3d vm~:1 .v-,££ J.V ':l':J'V ,,gn 9-,C:C: N cl:I ..... =lt:W o..Z o:::i I-~ cnw ~1-(.)Z <t.W (XI(.) _____, ---------~---- >tV3d 301SNI l V £ '.:l'.:l'V ,,9~/£~ -,8Z >IV3d WO~.:l ,,P-,££ lV ·::r:rv .. sn 9-,zz ..... i:-: w w .. :c LI. en o ~r------------------------------------------------------------------------------,-,--,--, ' N 16'-3 7116" NOTE: THE STYLE_ OF THE BACKSTOP WERE: CHANGED FROM TB-25 (STRAIGHT STEM) TO T~-258 SO THE BACKSTOPS WILL COMPLETELY FOLD WITHOUT CONTACTING THE WALL t ioo* Au 11 11 .. ~ .... I I \ \ \ \ L. ,,.. '1lo# 9'-11/2" \ _-,,. \ R1T-8"± \~MIN. CLEAR \ \ \ \ \ \ JACKKNIFE = 14'-5 1/4"± HOLE-TO-HOLE \ '\. '\. ' ' ' " ' '-, ' NOTE: BOTTOM OF STEM TO BE ,........_ CUT IN FIELD FLUSH WITH THE '-........_ BOTTOM OF THE BANK. -... 2'-3 7/16" (+oo~ - ~ 16'-3 7/16" t.,.J I .. ~~ S~~~ \\•Ht- NOTE: BACKSTOP DESIGN BASED ON STRUCTURAL DIMENSIONS SHOWN ON SHEET 3. SEE SHEET 6 FOR STRUCTURE ATTACHMENT DETAILS. ,Z.r.>O. ,-io·J-A.. 8/6 TRUSS SPACING I Ji -------_ ----__J_ I I I I 3'--61/2. TYPa ct:. I ;t;' I ;,,__._. VIJINDOW TYP. 5PLACES ~ VERIFY VVINOOWS WILL 'CJ NOT INTERFERE WITH WALL ATTACHMENT I-:c CJ W:-:c .... ~ +I w Q. -I ·al u. ~ ~ <i. Cl) ::, = -, ~i ~ co N 1=1- ·~ ~ <i. ITEM PART NUMBER DESCRIPTION C) 1 503136 BACKBOARD, 72"x42" RECTANGULAR GLASS ·' 0 2 5032xx BOLT-ON EDGE PADDING, COLOR: ADVISE .... 3 503581 GOAL, BREAKAWAY TUBE-TIE, UNIVERSAL MOUNT VERIFY CONCRETE WALL BEHIND J c -l t:!ACKSTOPS. DRAPER DOES NOT RECOMMEND ATTACHING TO NON:.MASONRY CONSTRUCTION. VERIFY LIGHTS, SPRINKLERS, HVAC l'I C -> OUCTING OR ANY OTHER MECHANICAL OR ELECTRICAL COMPONENTS WILL NOT INTERFERE VVITH INSTALLATION OR OPERATION OF BACKSTOPS, EXISTING OR TO BE ADDED. £n_ VERIFY ALL BACKSTOP 'CJ COMPONENTS ARE TO BE PROVIDED WITH A BLACK POWDER COAT FINISH. 4 5 503085 TORKWINCH, 110V ELECTRIC, 1 HP, TW2000D w/U-BOLTS 503029 POSILOK SAFETY BELT· 35' STRAP FINISHED FLOOR BACKSTOPS NO. BACKSTOP# 1 AS SHOWN BACKSTOP# 2 OPPOSITE SCALE: NOT TO SCALE TB-25S I c:i fiT w (/J (/J ::, ~ 5 en w (/J 0:: 0:: <( t") -0 ~ CJ) ~IZ 0 (/J It) ~ 0 ~,·r ~ <( ~ en C W I-..J -I :;lglz ~ :E ~ 0 ~ 0:: :E C/J C 11-c::= ~- :::i 5 <( u. >-0 !::i i= ~ w -I 0 :c w ~ Q. Cl) >-~ ~ w :::i C ~ <( ~ <( u. 0 <( >-i z ~ 0:: z fl) 0 >-..J LL ~ a: :::i 0:: ~ ~ <( iii z ~ 0 ii. <( ~ w z ..J m 0 i5 0 0 a -, ..J RDERNO. 127379 -SHEET: OF: 10 @I@ ~ rn rn 5 ~ ~ ID rn ~ .~. <( (") .... 0 ~ 0) ~IZ ~ 0 CJ) IO W Q ~ ~ !:!: Tf ID C W I-...I ..J id1~1~ g ~ ~· :E rn C ,.,= QTY PART NUMBER DESCRIPTION 1 503136 BACKBOARD, 72ffx42" RECTANGULAR GLASS >-• k ............. II 1// "-'\. '\. /--I Y I I /I ~1-R~ I 2 1 5032xx BOLT-ON EDGE PADDING, COLOR: ADVISE t:: ..J 3 1 503581 GOAL, BREAKAWAY TUBE-TIE, UNIVERSAL MOUNT 0 4 1 503085 TORKWINCH, 110V ELECTRIC, 1 HP, TW20000 w/U-BOLTS <( u. 5 1 503029 POSILOK SAFETY BELT -35' STRAP 0 ; i== 6 2 C408.004WA.194 TUBETRUSS, SINGLE 13'-41/2" TRUSS, 194n w $ ..J 0 26 2 C408.004WA.206 TUBETRUSS, SINGLE 13'-41/2" TRl,.ISS, 206" :c ~ w ll. 8 2 C409.002MA CROSSTUBE, FOR 7'-0" TOP-OF-T >-rn 9 1 C400.103MA T-FRAME, WELDED, BENT-STEM 26'-0"+ P.H. :E ~. w ::J 10 1 C417.099MA JACKKNIFE. ANGLED. EQUAL HALVES. 60" OUTER TUBES 0 WINDOW TYP • .J "'-J I YI ~ "'-~ I <( ~ 5 PLACES 11 1 C405.001MA BANK HANGER, RECT. BANK u <( . <( 0 12 1 C406.005MA GOAL BRACE, 5x4 BOLT PATTERN, ADJUSTABLE >-a :;!; 13 2 C407.011MA T-FRAME HANGER, PERP., 12" ~ <( z z al ~ 14 1 C412.016WA SAFETY BELT ANCHOR, OFFSET rn 0 >-...I u. 15 1 C413.001.MA CABLE GUIDE, STEM CLAMP :E ~ ::J ~ c3 16 2 C415.019MA BRACKET, WALL MOUNTED TUBE HANGER <( 0 17 8 C415.033SA BRACKET, PURLIN HANGER, PERPENDICULAR w z 18 1 C418.001MA JACKKNIFE HANGER, LOWER ~ a a: ~ w 19 1 C418.008MA JACKKNIFE HANGER. UPPER, PARALLEL z ...I ID 0 i1i BACKSTOPS NO. " 20 2 C188.088 LUMBER, 2X8 X 3'-0", WALL PAD a 0 -, ...I 0 TB-25S 21 1 C107.014 CABLE, 1/4", 7x19 GALVANIZED, 54' BACKSTOP# 1 AS SHOWN 22 3 C016.031 CLAMP, CABLE 1/4" ORDER NO. BACKSTOP# 2 OPPOSITE 23 2 C235.003 THIMBLE 114• CABLE, HOT GALVANIZED 127379 SCALE: NIA 24 2 C151.024 CAP. 4" I.D. x 1•, PLASTISOL, BLACK SHEET: ,-_ftc;\,,. 25 1 C151.025 CAP, 6" 1.0. x 1", PLASTISOL, BLACK OF: 10 S-41/T 16'-37/16" 1t ,z 1;; -r<f -~ 11118" 16'-3 7/16" ' .,,'* ,Z.\~ ":) PL.a:c..c! ~v ~s~ w l 4b <..~~ ~ ~ o,.:,~ Sc.::&: ~~~-s \\~ \1- c:A , .v ,. " " " , ~ tua , e ,, . ., ,, ,, :::911, • • 11 ....::::. 1~0#-t- cq4i;1F I 1--'(A,(, I I ¾11'-9"± I . MIN. CLEAR--._/ JACKKNIFE = 9'-3 1/2"± HOLE-TO-HOLE 33'-4" TO CTR. OF COURT / / / / / -lc:.:h. _____ .,,.,,, / I I / / ~ ITEM PART NUMBER 1 2 3 4 5 ~ VERIFY LIGHTS, SPRINKLERS, HVAC "\:J DUCTING OR ANY OTHER MECHANICAL OR ELECTRICAL COMPONENTS WILL NOT INTERFERE WITH INSTALLATION OR OPERATION OF BACKSTOPS, EXISTING OR TO BE ADDED. 503136 5032xx 503581 503085 503029 I I I I I DESCRIPTION BACKBOARD, 72"x42" RECTANGULAR GLASS BOLT-ON EDGE PADDING, COLOR: ADVISE GOAL. BREAKAWAY TUBE-TIE, UNIVERSAL MOUNT TORKWINCH, 110V ELECTRIC, 1 HP, TW2000D w/U-BOL TS POSILOK SAFETY BELT -35' STRAP FINISHED FLOOR --.....,.__ __ • --JIK j j ,~s .a: 1-J: (!) jjj-::t:;.. -H ~w a. ...I • !XI IL:~ IL: en <::::i = -, <00 :!:: <( .... _ .... I T"' N 80'-6" L33'-6" TO WALL" TO WALL NOTE: BACKSTOP DESIGN BASED ON STRUCTURAL DIMENSIONS SHOWN ON SHEET 3. SEE SHEET 6 FOR STRUCTURE ATTACHMENT DETAILS. BACKSTOPS NO. BACKSTOP# 3 & 6 AS SHOWN BACKSTOP# 4 & 5 OPPOSITE SCALE: NOT TO SCALE -TF-20 c:i c:i ~ w w (/J en 5 ~ ~ IXl (/J 0::: 0::: <( C') .... 0 ·N -a, :!:: I z ~ 0 en 0 w 0 ·r ~,~ !!: U. C W I-..J ..J <( ~Iii! :[; (JJ C ·====- ~ ...J ~ Q ~ .... ..I w <( ...I -J: 0 ~ ~ >-(/) :; ~ w -0 = <( 0 ~ (3 ~ >--<( > 0 -<( <( z z al 0::: >-en O J u. ~ 0::: ::J 0::: <( <( <( 0 0 ~ ii .. <( -0:: z ~ ~ m o < 0 0 W -, ..J 0 RDERNO. 127379 -SHEET: 5 OF: 10 BACKSTOPS NO.~ TF-20 BACKSTOP# 3 & 6 AS SHOWN BACKSTOP# 4 & 5 OPPOSITE SCALE: NIA ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 QTY PARTNUMBER 1 503136 1 5032xx 1 503581 1 503085 1 503029 2 C408.004WA206 1 CW8.004WA216 1 C400.009MA 1 C417.096MA 1 C405.001MA 1 C406.005MA 2 C407.002MA 1 C412.016WA 1 C413.001MA 10 C415.033SA 1 C418.001MA 1 C418.010MA 1 p101.014 3 C016.031 2 C235.003 4 C151.024 1 C151.025 DESCRIPTION BACKBOARD, 72"x42• RECTANGUI.ARGlASS BOLT-ON'EDGEPADDING, COLOR: ADVISE GOAL, BREAKAWAY TUBE-TIE, UNIVERSAL MOUNT TORKWINCH~ 110V ELECTRIC, 1 HP, lW2000D w/U-BOLTS ~ILOKSAFETY BELT -35' STRAP TUBETRUSS. SINGLE 13'"4 1/2" TRUSS, 206" TUBETR~S. SINGLE 13'--41/2"TRUSS, 216" T-J=RAME. WELOEP, STRAIGHT 21'-0"+ P.H, -----0 0 ~ JACKKNIFE. ANGLED, EQUAL HALVES, 40" OUTER TUBES w w. BANK HANGER, RECT. BANK (/} (/) ::l G0/1,L BRACE, 5x4 BOLT PATTERN, ADJUSTABLE ~ ~ m (/) T-FRAME HANGER, PARALLEL 12~ 0:: 0:: < SAFETY BELT ANCHOR, OFFSET CABLE GUIDE, STEM CLAMP t') BRACKET, PURLIN HANGER, PERPENDICULAR '"" 0 JACKKNIFE HANGER, LOWER a1 JACKKNIFE HANGER, UPPER, PARALLEL, EXTENDED '"" ·~ z CABLE. 11,r, 7x19 GALVANIZED, 30' 0 (/) ...I CLAMP, CA~LE 1/4" 0 ti.i 0 I- . ,THIMBLE 1/4" CABLE, HOT GALVANIZED ~ < u. 0 iii CAP, 4" 1.0. x 1", PLASTISOL, BLACK I-...I ...I CAP, 6" 1.0. x 1", PLASTISOL, BLACK I •• \ ...I -z w ~ i 0 0 :E Cl) 0 f ...I u ~ (.) ; i= w <( ...I 0 :c ~ w a. >-Cl) :!E ~ w ::i 0 <( 0 (.) c) ~ <( >-ci < :i: z <( 0::: z al 0 Cl) >-...I u. :!E a:: ::i 0:: <( < <( (.) (.) iii z ~ 0 ci:: ~ w z ...I co (.) ~ 0 g -, a ORDER NO. 127379 SHEET: 5a OF: 10 WOOD ATTACHMENT HARDWARE (LAGS, ANCHORS, ETC.) BY PARTIES OTHER THAN DRAPER DETAIL B ¢9/16 THRU TYPICAL ~}'~"~ ~\~ ITEM I QTY 17 I 8 24 2 26 2 PART NUM~l:R I DESCRIPTION Ol:15.033SA I BRACKET, PURLIN HANG~ ~PENOICULAR C:151.024 CAP, 4" 1.0. x 1•, PLASTISOL, BLACK . C408.004WA.206 ITUBETRUSS, SINGLE 13'-41/2.TRUSS, 200• ~Y~.\ t-> -• CJ) ~ - 'f~J, f.~ -,-,· h.2877 .. m~t. c 0 ~ w m (/) 5 ~ ~ al (/) 0::: 0::: < ('") .... 0 ~ ~IZ 0 (I) "Tj ~ ~ 0 W ..J . ..J .. I~ :z ..J -w :E ! Q ID 0 ::> :E en 0 = TT >-I-:::::i ~ g >- I-!::i w < ..J 5 :::c ~ w a. >-(/) :E ~ w :J Q < ~ 0 ~ < u. ~ i < z 0::: z en 0 ~ ~ u. :::::i ~ ~ < < 0 I~ :z 0 a: < ~ w z ..J m 0 < 0 0 UJ -, ...I Q ORDER NO. 127379 SHEET: 6 OF: 10 ~ REQUEST GENERAL CONTRACTOR · 'CJ AND/OR ARCHITECTVERIFYWALL PAD QUANTITY AND LOCATION. ~ FIELD CHECK CREW IS TO VERIFY ALL 'CJ DIMENSIONS GIVEN ON THIS ORAVVING • . ~ ALL WALL PAD CUTOUTS FOR "C:J ELECTRICAL AND/OR MECHANICAL · COMPONENTS BY INSTAl.U=R. ~ ARCHITECT VERIFY THAT PADS TO BE 'CJ 6'-0" HIGH·WITH THE BOTTOM OF THE · PADS ·4H OFF FINISHED FLOOR. A,,--..... ATTACHMENT: Z-CUP AT TOP 1" LIP AT BOTTOM CLASS A ARE RATED PADS TO BE CONSTRUCTED OF 2" THICK, 6 LB. DENSITY, 91 FIRE RETARDANT NEOPRENE co FOAM BONDED TO A 7/1fr' WAFERBOARD BACKER. PADS ARE WRAPPED IN 1402 VINYL. · COLOR: ADVISE ~ FINISHED FLQ N {jJ) MULTIPURPOSE -123 SCALE: 1/16" = 1'-0" ,. 9 ..... U) C) _, ..... U) i 90'-0" .. 45@24"_/ I-7 ;- + -_j [ RIDGE-FOLD DIVIDER -7 I V BLEACHERS TYP. I I + I . I I I I I --¥-I t-.J /3@24" 25@24" 2@16" {2@22" w l 1 53'-8" r 0 0 t w w CIJ ·(IJ 5 c5 ~ co. C/) 0:: 0:: c( ...-- Ct) .... 0 ~ 19@24"~ a, .... en • z C 0 cf ~ C0 C') ~ C/) w ..J ..J I-0 ..J ~. u. ~ iii ..J ...I .. I~ :z ..J -w :E 3: C Ul ~ 0 :::, ::E (/J 0 c::=====- 21 @24" 1@22"~ >-!::: 4 0 .... l (') "ii' ..J ~ (.) >- i== !::i ----3@24" 2@16"~ . w :$ ..J () J: ~ w 0. fl) >-~ ::E w ::i a <( 0 ~ <( <( (.) u. >-a :$ ~ <( z 0:: z m 0 CIJ >-..J ~. ::E 0:: ..J 0:: <( c) <( (.) l 71 w Ill :z ~ 0 ii. <( ~ w z ...I co 0 <( 0 0 w .., ..J a :ORDER NO. 127379 SHEET: 7 OF: 10 0 VERIFY STRUCTU_RE HEIGHT A.F.F. · TOP OF TRUSS h :c (!) w :c 0::: -w -0 00 _J I :::> NO N:C (/) 0::: ~ = I_J > 0)-0 I~ ix:>> @ ® ADVISE (AT PEAK) ADVISE ( 40' -0" FROM PEAK) \ !-,JOIST SPACING ~ 'f\o T~f>- ~ ADVISE 21 SPA(;;ES @ 1'-10 3/4" == 39'-10 1/8" I l I I I I i I I I I I I I I I I I I I I I I i I I l l I I l I l I l I I I I I I I I I ,;H N 3" 9'-1" 9'-1" 9'-1" 9'-1" 6' -10" 9'-1" 9'-1" 9'-1" 9'-1" 13'-8" TO WALL 9 NO MECHANICAL OR ELECTRICAL INTERFERENCE WITH INSTALLATION OPERATION OF DIVIDER CURTAIN; EXISTING OR TO BE ADDED. OR ENGINEER·'S REVIEW DCI ENGINEERS __ No Exceptions Taken _x___ Note Markings Revise ard R9subm1t ;-Justin Wei Date. 5-13-2013 Er-gmeer s review s fer general :cnfoTTT1al"ce :o ·he design concem ;1.nd ,;ontract dccuments Marl(,1f!gs Jr ccmmerts shall 11ot oe .:onstrt.ied as relrev1rg 1re cortractor from compttdrce .vrth the pro1ecr plans and soec1ficat1cns Nor departtirns therefrom TJ;e .:ortractcr remains res;:cns1ble •er :e'a1ls 3rd =1ccuncv -"er :of'firM,rg 3:f"d .:o,...-etanrg all :;:uartrt1es ard :i1mens:ons for select1rg ;aorcatton ::)roces3es. fer tect°ln1quds of assefl"lolv and fe,r ;:1erform1ng N'1r~ ,n s.atB manner Review of tt-e 5pei:id1t/ 5trt.ctural ~rg,reers , SSE l :fesign s for :;onforrnance •o jes1gn :ntena :1na ""'"',....,..""hbil,tv "\Mb ·b~ r'.::,,51""c .,, th.a, ,._,.,,-1, .... a -, ... i .,.o,c ,..~. ro1 c a •'"-o SSC' ' "~po~s1b1hty for :tiat jes1gn ao'-o" DIVIDER WIDTH 101'-4" WALL -TO-WALL ELEVATION NE ( t) REQUIRED THUS SCALE: 1 /8" = 1 '-0" I I I I I I I I I I l I I I I I I I I ADVISE 3" ~ t5 a. @ 0 I-..-I I c.., ~w !"')I +I N et: w 0 5 a 7'-8" TO WALL VCP 9 oz MESH COLOR: ADVISE STEELECOTE 18 oz VINYL COLOR: ADVISE en~ w w -w en ;:, > > m w w (/) a: a:: <( - a: w C') 0 .... > 0 N i5 O> 0 ~ --..J "<!' 0 .. ·r w W 0 c, ~ en 9 0 5 a:' ...I ..J .:i· ~ z w ~ ~ 0 Ill 0 ::, a: :E en 0 -~ ~ ~ I I >-I-:J 5 <( u. 0 >-j:: ~ w ..J ::r: 0 ~ w n. >-(/) :E ~ w 0 :J <( 5 0 <( <( <( 0 11. >-ci <( ~ z ca a: z 0 >-en ..J u. :;E a: :J a: <( <( <( 0 0 u.i z :E 0 a: <( ~ z w ..J m (.) <( 0 0 w --, ..J 0 ORDER NO. 127379 SHEET: 8 OF: 10 13 1/2 X 9 1/2 --,-------;__-_-:.__-:.__-_-_-:.__-,...-_-;_-_~-:...-:...-_-:__-:__-_-_-_-:__-_-:__-_-:__-_-:__-_---.---:::::::=-=1--==:lrequired at each I-JOIST )z_""~ TMeu T'-if BY OTHERS attachment point along with blocking DCI I-JOIST BLOCKING AS REQUIRED BY PARTIES OTHER THAN DRAPER ---ATTACHMENT HARDWARE N ----..... .... tO +l I"') I ,-.... 0 ,.... I v I"') 01-1-:c = 8 ~I NZ N-~ ::i: 0:: Q:::::) 0:: () LL. (/) w a:: ~ N PLASTIC PULLEY ·sTEEL PULLEY 4n¢ U-BOLT ASSEMBLY C019.057SA PULLEY CLUSTER ASSY C193.027SA PULLEY CLUSTER CLAMP ASSEMBLY 1/8"¢ STEEL AIRCRAFT CABLE C107.002 GROMMETS @ 18" O.C. MINIMUM CURTAIN 1/8" CABLE CLAMP 1 PER CABLE' C107.002 1 5/8"¢ STEEL PIPE BOTTOM BATTEN C073.071 £FINISHED FLOOR ~7/j-½~1//2~~-,.4-,~.--.-1/ SECTION A STARTER BOX ASSEMBLY 1.5-2HP, 110 VOLT, 17.2 AMP C178.009 BY PARTIES OTHER THAN DRAPER 11 GAGE TUBE TUBE DIRECTLY ABOVE DIVIDER CENTERLINE WINCH MOUNTING PLATE C010.261 10-CABLE DISK 16,SSY C183.0l10SA ELECTRIC WINCH w /TMQ830 REDUC 1.5 HP, 110 VOLT, SINGLE PHASE C129.013SA LIMIT ISWITCH er 12.011 11 1/4" ', 11 1/4" WINCH ASSEMBLY -SIDE VIEW SECTION B CIRCUIT BREAKER RATING, 30AMP FUSED CIRCUIT RATING: 30AMP FULL LOAD AMPERAGE: 19AMP MINIMUM WIRE SIZE 65' MAXIMUM RUN: 10GA ·65'-100• RUN: 8GA 100'-170' RUN: 6GA 170'-275' RUN: 4GA NOTES 1. SCALE: 1 1/Z" = 1'-0". 2. STRUCTURE DRAWN LEVEL FOR CLARITY. 3. ELECTRICAL WIRING BY OTHERS. DEDICATED 30AMP CIRCUIT BREAKER REQUIRED. 4. MOTOR SIZE TO BE DETERMINED BY DRAPER PER REQUIREMENTS. ~ ' I"") I"") 5. WINCH OPERATED BY A KEY..,..LOCKED, 3-POSITION, MOMENTARY CONTACT ~4 CONTROL STATION. . 6 VERIFY All BACKSTOP COMPONENTS ARE TO BE PROVIDED WITH A BLACK POWDER COAT FINI~ C415.033MA TO WINCH 1/8"0 7x19 STEEL GALVANIZED CABLE C107.002 4"¢ x 11 GAGE TUBE C073.113 4"9S U-BOLT ASSEMBLY C019.057SA PULLEY CLUSTER ASSY C193.xxxSA CHAIN x 24" C022.002 TOP BATTEN CLAMP ASSY C016.057SA 1 5/8"0 STEEL PIPE TOP BATTEN C073.071 CURTAIN GROMMET TYPICAL ATTACHMENT -SIDE VIEW 0101~ w U1 ::::! (f) if) -::) > fij w UJ 0:: a:: <( a:: w C') Q .,... > 0 N 5 en Q .,... ..J ~ 0 lL z UJ w 0 C9 ~ UJ Q ..J ir: Cl 0 ..J ..J idl§li o m <( 0 :, a:: ~ Cl) 0 i'.: ·• ::i c3 ~ Q >-1-..J w <( ..J -J: u ~ ~ >-Cl) ~ i'.: w -0 ::! <( u u <( <( <( u u. >-• <( > 0 - <( <(·~ z m 0 >-Cl) u. ~ ~ :::i 0:: <( <( <( u u ~ ~ 1 ·· <t: -0:: z, ~ ·~ al u <( 0 0 W -, ..J 0 ORDER NO. 127379 -SHEET: 9 OF: 10 ~ REQUEST GENERAL CONlRACTOR ."\:J AND/OR ARCHITECT VERIFY WALL PAD . QUANTITY AND LOCATION. ~ FIELD CHECK CREW IS TO VERIFY ALL "CJ DIMENSIONS GIVEN ON THIS DRAVVING. ~ ALL WALL PAD CUTOUTS FOR "CJ ELECTRICAL AND/OR MECHANICAL COMPONENTS BY INSTALLER. ~ ARCHITECT VERIFY THAT PADS TO BE "CJ 6'-0" HIGH VVITH THE BOTTOM OF THE PADS 4" OFF FINISHED FLOOR. ATTACHMENT: Z-CLIP AT TOP A-1-----'I..-1" LIP AT BOTTOM = i ~ CLASS A FIRE RA TED PADS TO BE CONSTRUCTED OF 2" THICK, 6 LB. DEN$1TY, FIRE RETARDANT NEOPRENE FOAM BONDED TO A 7/16" WAFERBOARD BACKER. PADS ARE WRAPPED IN 1402 VINYL COLOR: ADVISE FINISHED FLOOR ATTACHMENT: Z-CLIP AT TOP 1" LIP AT BOTTOM WINDOW w 01 !!! co > I-0 <( ~ FINISHED FLOOR N ® WRESTLING -126 SCALE: 1/8" = 1'-0" ' . (X) • ~ 0 .... . 0 ('t) I, 37'-61/4" 5'-4" fu I (') ... - . VVINDOW~ TYP. 7 PLACES • (X) I io [ ' CORNER PAO 2'-10" z ~ io Cl() I io fu . in ~ in - ~ I N I, 42'-101/4" 1" N - . ,. N ~ I "' ., ~ I• N = "<t ' N ~ N . ~ I N ale~ .w w -Cl) Cl) ::::> 5 5 co w w Cl) :0::: 0::: <( C') .... ~ 'm .... Cl) ~ z 0 0 <( Cl) 0.. •• ...J -1 W 0 ...J ~ u. ;!: 0 iii ;;:,, :a! ...J ~1~1! 0 ~ 0::: ::iE Cl) C -=====-..._,; 7 >-!:: ...J· ~ u ; j:: w <( ....I c3 J: ~ w a.. >-Cl) :E ~ w :J C <( ~ ~ <( u >-ci <( ~ z <( 0::: z CD 0 >-Cl) -' u. :E ~ :J 0::: <( <( u w z :E 0 ri <( ~ w z ...J CD u <( 0 0 w ""') J 0 ORDER NO. 127379 SHEET: 10 OF: 10 4 I 3 I ITEM QTY PART NUMBER-DESCRIPTION 1 1 C162:017 SPLICE FOR 4" OD x 11 GAG!= TUBE 2 2 C020.409 SCREW 1/2-13x5" ZINC GRADE 5 HEX HEAD CAP 3 2 C018.039 NUT 1/2-13 GRADE 5 ZINC NYLON LOCK B A 4 3 2 I NOTES: 1. HOLES IN C162.017 TO BE FIELD DRILLED. DESIGNED BY: LOLSON 11/24/2008 TOLERANCES UNLESS NOTED DRAWN BY: LOLSON 2 PLC. DECIMAL: :t.01• CHECKED BY: 3 PLC. DECIMAL: :t.oos· 1----------+-------iTITLE: 6/10/2011 - 1 DRAPER, INC. 411 S. PEARL STREET SPICELAND, INDIANA 47385-0425 www.draperinc.com ANGULAR: ±1" t.FGAPPD BY: FRACTIONAL:±1/32" 1----------+-------i SPLICE ASSEMBLY, FOR 4• 0.0. 11 GAGE TUBE ENGAPPDBY: 8 A : PROPRIETARY DRAWING' NOTICE: THIS DOCUMENT CONTAINS CONRDENTIAL. MATERIAL: PROPRIETARY INFORMATION OF DRAPER. INC., IS THE PROPERTY OF DRAPER. 1------..----------------ll' INC.,ANOMUSTBERETURNEDUPONREQUEST. NBlHER~PTNOR PAPERSIZE: FINISH: NONE POSSESSION THEREOF CONFERS ANY RIGHT TO OWN, REPRODUCE, USE, OR 1---=-B--+--.--------:r--~~--::""'.""'.:'.'=-:-:-::------, DISCLOSE IN WHOLE OR IN PART, ANY SUCH INFORMATION WITHOUT WRITTEN SCALE: REV:I SHEET: 1 rDWG NO. -PART NO. 1 AUTHORIZATIONFROMDRAPER,INC. NONE loF: 1 C162.017SA 2 I 1 "'St-ie;t...~ ( l 4 3 B (3/16") A 4 3 2 1 -~ 1 -------------------------------' --. ---------------------1----------. --' s~ -------------------------·--------------------------------- DESIGNED BY: LOLSON 1215/2008 TOLERANCES UNLESS NOTED DRAWN BY: LOLSON 6/10/2011 ._ _______________________ _ [[illffl DRAPER, INC. 411 S. PEARL STREET SPICELAND, INDIANA 47385-0425 www.draperinc.com 2 PLC. DECIMAL: :t.01" CHECKED BY: 3 PLC. DECIMAL: :t.005" 1-----------1-------tTITlE: ANGULAR: :t1" tEG APPD BY: FRACTIONAL: :t1/32" 1-----------+------f SPLICE FOR 4• OD x 11 GAGE TUBE ENGAPPDBY: PROPRIETARY DRAWING NOTICE: THIS DOCUMENT CONTAINS CONADENTIAL. MA1ERIAL: 3 5/8"0Dx3/16" WALL DOM EW A513 -C073.364 PROPRIETARY INFORMATION OF DRAPER, INC., IS THE PROPERTY OF DRAPER, 1-------.--------------- B A INC., AND MUST BE RETURNED UPON REQUEST. NEITHER RECEIPT NOR PAPER SIZE: FINISH: NONE POSSESSION THEREOF CONFERS AfN RIGHT TO OWN, REPRODUCE, USE, OR 1---_.;;;.B __ -+--....----....-----------1 DISCLOSE IN WHOLE OR IN PART, Atrf SUCH INFORMATION WITHOUTWRITTEN SCALE: REV:ISHEET: 1 IDWG NO. -PART NO. • AUTHORIZATIONFROMDRAPER,INC. 1: 1 OF: 1 C162.017 2 I 1 5ble:t-:rr l 2.. Dealer: Project: Draper S/0 # Draper, Inc. Gym Equipment Components Weights (in Lbs.) California Facility Specialties ARMY NAVY ACADEMY ATHLETIC FACILITY 127379 Backstop Number Basketball Backstop 1 2 3 4 s 6 Main T-Frame 348 348 233 233 233 233 Rear/Front Brace 54 54 78 78 78 78 Overhead Superstructure 631 631 481 481 481 481 Backboard 228 228 228 228 228 228 ~ Edge Padding 19 19 19 19 19 19 Goal 31 31 31 31 31 31 Winch 138 138 85 85 85 85 Safety Strap 28 28 28 28 28 28 *ALL WEIGHTS GIVEN ABOVE DO NOT INCLUDE LIVE PLAYER LOAD Beam attachment and other clamps per attached drawings Divider Curtain Fold-Up Size 80'-0" x 22'-8""'34'-10" Additional Support (lbs) 657 Total Weight (Curtain & Structure) 829 Winch (lbs) 180 Total Curtain Weight {lbs) 1666 Attachment Points 10 Weight per attachment (lbs) 82.9 Additional weight at Winch (lbs) 180 280 ~ <a. BAe-tc....e,oA4t-~ *ALL DIVIDER WEIGHTS SHOWN ASSUME DIRECT ATTACH PAGE 1