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#20 Pebble Park drawings
ROOF CLEARANCE ij , 3 OW6: ',. - 5-er verG2',,Co'TIP F)x),T- oor in g 3:;) V•Te''..rnInot y R.;,2 CI, 2 4 -P4- i pri).PC cc 9,91;PP. T N-9:11:99; 31E9 F. 1.1110)1)P1 ,p)rEcipP)),E) EP:W-10E: -.OAPS EfhpEDATION l',E90 '05 ,-)T Rrni PFACC.RE)01 E1i 1CO, PprotEP 5/5111E45 INC. 1E Pl- 11 - A 11:PEPPED EN11NETE1 PE.),(piPP EnEN ONE CO111:11)ONS AP CO4444I0-1)1ION SITE 11-1E iC0,0 0.0 1,ALIS EPo 1E1- O/timpin1) ,EEPPOSE ONE r MUSE PFPF11111,1 E rc9J9149999 DES14)11. 'NE pEOPk... PS EEL._ EEL 4EPEP041140) pi INE 1-1NPE ENN,E,Ep -,,E -- 19.i.--: 9 TRuclUPP_ -ES PEEN 111111NEE4)ED PP AN OPEN N`4-11.11,E14. - CONSUL( ICON PHEL.1)-1 215111.iti INC. IF NEP EiNi/C.TNRE E9 10 liE ENCLCSEEP 4E)),.),p, ..,)) 110 1 CJI0C0 L 10 1.0,r,S; 41 CCORD0 A rES A't,,E 4:)CA.._ TO THE CCEP1.0. I 1.11)0 111E11.1)47,114 , Aglp„ op-) 1 spi AO t,:, ,,,,,„0¢ 0 z; NOMENT 1tAy; 1EOMEN) PE:11 11 1 111 4).13 051 -1 qg 110 )1L 5 -11)1 ..pE. 04, -141E11 - 4 ti, 00 -1.40 'r; 50 PO 2.6 1 -111 140 0 .1-1 -11.1.51 -011 1 1 -6,01 --CEE.0 -PEP 1.1111) -1E, 52 E-Z , o.00 -0.211 11,48 I 0.02 20' 1"455-5. 1,10111TIONE1 E11. PEEPOOE ,E70. DEAP 1..1.41) P4)EClICE.1 EET11 PIE C.PC0'11:EJ AEiAL LOAD P PpEtP/ICE1 E4)144)1, 1110W LOEE) PEACION WM) 1111.1 OPEPEPE:I EPPAL _OPP Epp+, E SPR007 LevrE WIND tom) REACTION AlTi, 71.-4) GREATEST pPLEET LOPp )E-E o PPREECE 1,E0E"1. 'PIN) )111A1 PEACE-P:1E 141EN -of 111PEAIEST VACN PAX OF SPEAR PE THE DI14EE.111)) Y1-1 » SE011:10 1E1E1;1 1.1).11)1EF.E.CiO1 E411H .1PPAIEST SHEA; VE1.14 AC:1.M 2N lPREC1PN AS 31-EPE-1 EGAD SEPPPE EEPEE.E. SP.SPEC LOA)) PE.A:1110N 4VI4 10E 0PLE11.14)11 1.10.1)1111)JEVE t).E 1104)1'P 1H4) oOCA- 0PEE111117, EEO. 1.1EPPCE 11.110. ).7.1.0,1C 1)11E.1.) PE-ECE1ON WIEN THE SPEADEPPT PAE4)1To31OP 1NEAE/ ),'NE 4)IE11111-01) 3/P .).1445.4rP e01.1 (2) Oo' 11.115 (4) PL.P.S. F-- 1..,.1 I - 7 )0E'llE111 KEN 1P 111.1).1 11-1111)= 11 LE,V1.01.13 NUTS 9-T9m_ rcoTRP)) DrsiCti skowp C11114'10ELA101. PRAEM11.0 PREL 1..4INAR Y 444IN05 51-0444 A5 5" •0141E0 alLaNlAar) Asr C'Cl,,44Er,T1c1ri 50L51414 lPE: A i145 ETIRT.:0! pASE COVEr-" OFT:NAL / ENCHOP POET ). A" NW, 0 CS 110))1,1; E.07 TO SCALE: 11111141 )001111, .-1014 O44 1 E,SE,EIE AlION SHEET r)RA.mr99s 01$331.TIVE STEEL 080014)08 0,000 :04 0.0, 00 44'i1.11)P,1.1) 111- 11111.1-E4)1 pp)), 11))).1111) ops ETTP 117. LI? 2 -312915 COE, NC, STPNITA RD ICAN9,7 POE: RG950..:24M -Pc PROJECT "LAMP. L.) AL EtA5f.: Ctot,Nr C-rIt5N 20 (21N P)PP: 14 SuPPAC'E. C.7.9:4)P-T) GRADE m»' ALL STRLCTURA_ CCMPCNE WEE: As<M A500 ikADE PLATE ASTM «ZE BOLTS: ASTM 4325 NUTS: ASTM A 65 KEL2 H 2 CM4 9c2: LUVH %ZL q,LA ND wm «$ e NC: 51 emI : x .. SHEET , Fe Pott'l w twAto-31: --tto 3oA" PAiliTED StOtF,Ew i t/t1" ottotTEIS t',,,tCREtw OF) 09: EACH SOF OF tok, Plt6 OoGoCt to OvERAO, 36COvER MTH " CENTER TO CENTER I- 24gc, MOL T 111 Pf:EF SECTION 3/4" PAAITED SCREW (t) ON EACH SIDE OF OtIE 03 tt,I,Ortt3 J1 ll EOttIRED) 9,9 3/4" FtAIKTED SE,ws OH EACH 3;0E OF THE Rt9 ALoNG IF AFI 1n, rE„ s AND App FAIL ACTUAL BUI :A r VARY 23*-11j," Sheita Systems inc Katn1P1C11,414 611,-V4.t14,E141t114 40014,1,44?14444£1,414144.4041? 4,4 ,441,--P,1144,4 4,141,4,0,11-14. ‘4. 1-414,14 4," 1.4141,14.44 A, V, 111,4.1,44411-11,11. 44,41 SC? 4,14,11,44 44? /1 [.??.4,W11,1 F1,1 DP,TE SHEET 20-6 GRADE , \ 17) (7.J\ DISTPIGTlitt :Ma Of (Oat. i rosweAcohtsttrxrents.com af i IC,Li AND Mi .4.4., t V' t. o t,,,,tWgi.X 6 CI 47) DWN AP ir 71,8:15 91.J.DINC; TYPE: ;,G.7.3Y2z.M ALL ST R U C TUR AL COMPONP'FS WLL E: PP (,'JEc r U3E: AS FM A500 6RADEL LATE: A5TY A36 BOLTS: ASTM A375 \ILJTS: ASTM A563 WELD2, SHEET NOTE: COLUMN SIIT: HSS 6 e, 2,-4. ;r: , . 4 z re r: er ce co — .. 1 7`-101;i6" APPROX, ROOF CLEARANCE 41 V4,2, 11 i e) s44 to,or 02 or; orr d S PG -o2LII. 2 4 -pc ZS 'ZS SAALUNS', T 70171419ALIGN ONEI, ARLO 119,-, 4,44MO; /7017FOGIL ONL DIE G979.9 OL „OALIG 40919.9.41ir4)44A_ Z,AztSZEss'AS C., I ..-G,GS "EL 9O-0,7,GocG GE1999, O191,G) 901.11497, DON 1.0/9091 L911L01 99-19938INGII4N ANAL 714 SHF AG 991y) 1 5,7E GIG 9.4514 9401.1E11, (My) MOGEN 7 9/99O I D4, 1.1, I C.90 G.05 -1 09 3.30 GEL IL 90 7.9.53 0.7.2 -2.32 17G.1 7 I A- QAI.1F I 9.1.1NO oN, It 10 DI .LG, .1111 1.41 -0.5e 0 925 -301 -399.3G A -4", 0.1-1)04 0 , -27 9.1 -11.9 E-I91 - 93.07 'I, -0.99O -0.9.91 91 39. -1 GOO 13 I 0 OD 90,970 11.778 20' N.GLEING, - TARE. 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'GRIMES; S41EA91 YAWL AC DOG 714E DONE DI44C.11011 AO 4 1 GNENP LOAD E- f SER,CE LEVEL BE,SYIC SCA:, REACTION kSis. tHE ONEN EEST NA994411001E G£ sfiCAIS 4,1 'MC 441454s Y SRZCSON SAZ - SLIWCE LC vEL 540,A14 L40G.19 REACION MON THE DOEATEST MGDNIILIOE QV GNEoR 411 EHE 0454Z OiRSS2Y0f, 41 40\ 2/4 ANCI45R EON 1 (2) 3/91 NUTS 945119 PLOD tlAVPINCTIVE MEI. Of MTV. 4WW.M.VMSHUMEntt4Pa f wou N,N LEVELING 1-1LITIG ' I 1 T!)- Oool,NC: DCSN'A, 44I54N1 OG 171577,11-9,9111, ,YA A' N PRE! 'MIN AR Y mmty ttcs SHOWN AE6" 01.145IE0 eAsE rmtrth4morl COLUMN r A (6" 0LI EC)) 8ASE COVES OPTI 0-N AL 45 4s ANCOP SZLT 3:4" WIZ r4" KOS GONOREGE EDODN-91 ye,Le \\4„ NOTIN. F1,191 G 9'1191.1 Sts,ssig iNsziA[!Al;.,,, SAAMNGS OP'"i ON AL BASE CC)NNEC TIOLI CO):, LILII.1 451 (SURFACE' mCor'n As) Shelter Systems Inc 1.411, LINO, 44151 O.11494/11 7941, 4IDE Ct 131n Vh. fro, %00 ‘1,si OE, 445 43 Auvil AP 1t , 7,N;j8,T5 j08 N,, STuND4P0 1TPET. 45'.,32 0 X 01P4 PROJECT NAME: - SHEET :44111 T T14 T TC": E 3/4" 4',141170 T/2111EW 6NNTITTTT SCREW 0) TON EACT1 4110E OT T,TE Re' ALOTIC RIDGE O2 1/2" D11E1,14.11_ 36 COVER MTH 12" CENTER TO CENTER 24g., 12L,ILTI Re RP NEL SECTION T-44,41TE2 SCREW , (1) cN T,4E4I o:DE c.14 THE Re LOW; '''ufR 14; OF RF".1ri RFD) 1/4T PANT) 41.CREWS ,1", ON :AC- 513E OF 'ciE. RI9 OriG Tr, NETA1/ 't()TE: 51A"d-DARD _S SHOWN CTL[AL c3uLDMIG tiA/ VARY 24' \ -\ 1 Shelter Systems Inc DISTINGVVE WittSHeLITRS I.W.f.fald4eVrtit24.0 tti,NrtiN1 NG, LiNri t' 'CLAM, MI, Nr, ,UN NNJ tiCal :tititil.t1"X FYNE'. PRCcECT