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Plans (2) BU P2018-00183 OWNER RECEIVED HALLE PROPERTIES, LLC DISCOUNT TIRE - CONSTRUCTION DEPARTMENT JUN 1 4 2018 20225 N. SCOTTSDALE ROAD SCOTTSDALE, ARIZONA 85255 CITY OF TIGARD 480 606-6000 }' "I F" ' ri DIVISION (480) 606-4370 (FAX) A1.0 GENERAL NOTES / ABBREVIATIONS / VICINITY MAP / PROJECT REPRESENTATIVE: SCOTT FOURNIER INFORMATION / PROJECT TEAM / SHEET INDEX CONSTRUCTION ADMINISTRATION A2.0 SITE PLAN KATHY PETERS A3.1 DEMO PLAN (1st FL. LEVEL) & TIRE RACKING PLATFORM 2ND FLOOR PLAN) DISCOUNT TIRE - CONSTRUCTION DEPARTMENT 20225 N. SCOTTSDALE ROADRACKING ADDITION TSP1 TIRE STORAGE PLATFORM SCOTTSDALE, ARIZONA 85255 44880(:) 606-43704 (FAX) ARCHITECT El DESIGN, INC. 1260 CORONA POINTE CT., SUITE 301 CORONA, CA 92879 (951) 251-0136 EXT. 234 CONTACT: NOEL ANASCO TIRE STORAGE RACKING RED RIVER RACK COMPANY POBOX45O GAINESVILLE, TEXAS 76241 (940) 580-3522 ADDITION ERMITS REQUIRED CONTACT: ANDREW PLOEGER Fire Sprinkler Fire Alarm Mechanical 1:1/ _. . . 1:11110 Plumbing # ,,„#iiit .4 Electrical Truss Engineering Shop Drawings Other PROJECT TEAM PROJECT INFORMATION: PROJECT LOCATION: 11462 SW PACIFIC HW TIGARD, OREGON 97223 Cilliiiiiimilli7 SITE AREA: 44,170 S.F. (1.01 AC) BUILDING HEIGHT: EXISTING: 28'-6" (SINGLE STORY WITH A MEZZANINE) PARKING PROVIDED: 19 STANDARD SPACES 3 COMPACT SPACES 2 ACCESSIBLE SPACES 24 TOTAL SPACES DESIGN CODES: 2016 INTERNATIONAL BUILDING CODE 2016 INTERNATIONAL FIRE CODE NOTE: 1. CONTRACTOR TO SCHEDULE SPECIAL. INSPECTION FOR OCCUPANCY TYPE: M / S-1 NON-SEPARATED - THE WORK RACKING AND CA' DOOR ATTACHMENT. PERFORMED IS LIMITED TO REPAIR AND 2. A FIRE INSPEC,,ON IS REQUIRED PRIOR TO ISSUANCE OF INSTALLATION OF TIRES AND WHEELS. THE USE CERTIFICATE OF OCCUPANCY. CONTRACTOR TO SCHEDULE OF OPEN FLAME OR WELDING IS NOT REQUIRED. WITH THE CITY OF TIGARD, OREGON. CONSTRUCTION TYPE: V B (FULLY-SPRINKLERED) BUILDING AREA: BASE ALLOWABLE: 9,000 SF. PER FLOOR ALLOWABLE AREA PER TABLE 503 OFFICE COPY EXISTING: FIRST FLOOR: 6,465 S.F. EXISTING RACKING AREA (MEZZANINE LEVEL) : 2,133 S.F AB ANCHOR BOLT ABC AGGREGATE BASE COURSE EXIST. EXISTING M.E.P. MECH./ELECT./PLUMB. T.O.M. TOP OF MASONRY ACC. ACCESSIBLE (E) EXISTING M.O. MASONRY OPENING T.O.R.D. TOP OF ROOF DECK SITE CITY OP TIGARD PROPOSED RACKING ADDITION (MEZZANINE LEVEL) : 784 S.F A.C.T ACOUSTIC CEILING TILE FBO FURNISHED BY OWNER MTL METAL T.O.W. TOP OF WINDOW IE D FOR CODE COMPLIAISICI; ADA AMERICANS WITH FEC FIRE EXTINGUISHER CABINET N.I.C. NOT IN CONTRACT TYP. TYPICAL DISABILITIES ACT FF FINISH FLOOR N.T.S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE ' TOTAL RACKING AREA (MEZZANINE LEVEL) : 2,917 S.F FEE FURNITURE, FIXTURES & 0.0. ON CENTER T AFF ABOVE FINISH FLOOR EQUIPMENT O.F. OWNER FURNISHED VB VAPOR BARRIER AHJ AUTHORITY HAVING VCT VINYL COMPOSITION TILE , ,,,,1 1 , ,, Permit JURISDICTION FIN. FINISH O.F.O. OVERFLOW OUTLET V.I.F. VERIFY IN FIELD O.H. OVERHEAD VAR. VARIES Address 1 c ALUM ALUMINUM F.O.M. FACE OF MASONRY OPN OPENING _ 11, BLDG BUILDING FRP FIBERGLASS-REINFORCED VERT. VERTICAL Suite B.O. BOTTOM OF PLASTIC P.M. PROJECT MANUAL V.P. VENEER PILASTERS PNL PANEL WD. WOOD " r Ali ,IIIA $x' - C.I.P. CAST-IN-PLACE FRT FIRE RETARDANT-TREATED PTRS PREFABRICATED TIRE W.F.B. WIDE FLANGE BEAM CJ CONTROL JOINT GA GAUGE RACK SYSTEM W.P.J. WEAKEN PLANE JOINT CLG CEILING GALV. GALVANIZED PVC POLYVINYL CHLORIDE (SAW CUT' CMU CONCRETE MASONRY UNIT G.C. GENERAL CONTRACTOR R.D. ROOF DRAIN Ill CT CERAMIC TILE GL GLASS RDO ROOF DRAIN OUTLET COL COLUMN G.S.N. GENERAL STRUCTURAL CONC CONCRETE NOTES RREINFORCING CONT CONTINUOUS GYP BD GYPSUM BOARD RMMINF ROOM RUB. RUBBER CON TR CONTRACTOR HM HOLLOW METAL SECT. SECTION CPT. CARPET HORIZ HORIZONTAL SES SERVICE ELECTRICAL l. DET DETAIL HR HOUR SECTION � DIA DIAMETER TAW IN ACCORDANCE WITH SHT. SHEET °'tai ,,, DR DOOR I.C.B.O. INTERNATIONAL SHT MTL SHEET METAL 0,1,x, DEFERRED SUBMITTAL: DTC DISCOUNT TIRE COMPANY COUNCIL BUILDING OFFICIALS SIM SIMILAR 1 4, . NOTE' EDF ELECTRIC DRINKING I.B.O. INSTALLED BY OWNER SMSTEEL "''4 ;fl"i. ii '. ir THIS PROPOSED TIRE STORAGE PLATFORM IS DESIGNED TO BE FOUNTAIN INT INTERIOR STRL STRUCTURAL '4 t r 1. FIRE SPRINKLER SYSTEM SHALL BE UNDER SEPARATE PERMIT. INDEPENDENT STRUCTURE AND DOES NOT SERVE AS MEANS OF EIFS EXT. INSULATION & JST BRG JOIST BEARING SUSP SUSPENDED °'EGRESS TO ANY OF THE ROOMS IN THE SECOND FLOOR LEVEL. FINISH SYSTEM JT JOINT . , ., FIRE SPRINKLER CONTRACTOR SHALL SUBMIT DRAWINGS TO THE SW SHERWIN-WILLIAMS w: CITY OF TIGARD OREGON FOR REVIEW AND APPROVAL PRIOR TO PER SECTION 505.3 OF THE 2015 IBC. THE SQUARE FOOTAGE OF EJ EXPANSION JOINT LAM. LAMINATE T&G TONGUE AND GROOVE `° II 1 INSTALLATION. PLATFORM SHALL NOT CONTRIBUTE TO THE INCREASE OF THE ELEC ELECTRICAL MCJ MASONRY CONTROL JOINT T.O.B. TOP OF BEAM - . BUILDING FLOOR AREA. EXP EXPANSION MECH MECHANICAL T.O.C. TOP OF CONCRETE ,\ EXT EXTERIOR MFR MANUFACTURER T.O.D. TOP OF DECK EQUIP. EQUIPMENT MIN MINIMUM T.O.J. TOP OF JOIST NORTH 17 ABBREVIATIONS VICINITY MAPN.T.S. 5, SHEET INDEX 1, PROJECT INFORMATION (9 ,_ NO. REVISION DATECONSULTANT DISCLAIMER: STORE NUMBER: SHEET TITLE: SHEET NUMBER: 4 ORF 01 ABBREVIATIONS E • I JO= ® THIS DRAWING IS AN INSTRUMENT OF PROJECT MANAGER: PROJECTVICINITY MNFORMATION D Egg 0 C+ SERVICE AND THE PROPERTY OF DISCOUNT TIRE COMPANY AND SHALLSCOTT FOURNIER PROJECT TEAM REMAIN THEIR PROPERTY. THE USE 11462 SW Pacific Hwy PREPARED BY: SHEET INDEX rf1: ;, CIL o OF THIS DRAWING SHALL BE/A6°3TI GAR D 7 OR 97223 NOEL ANASCO 'Q RESTRICTED TO THE ORIGINAL SITE FOR R WHICH IT WAS PREPARED. PH: (951) 251-0136 EXT.234 Al ■ DESIGNis, T I 0 PUBLICATION THEREOF IS EXPRESSLY 1260 Corona Pointe, Ste 301 LIMITED TO SUCH. DRAWN BY: Corona, CA 92879 /O�y NAS DATE: 06/11/18 951-444 5642 (r1 ` STAr�( , SITE NOTES: / / NOTE: SITE PLAN AS PROVIDED AS FOR REFERENCE ONLY. ALL ITEMS SHOWN ARE EXISTING AND ARE TO REMAIN. / / NOTE: / 1. ALL EXISTING ITEMS NOTED ARE TO REMAIN AND TO BE PROTECTED IN PLACE. / / SITE LEGEND: PROPOSED TIRE RACKING PLATFORM UG REFER TO SHEET A3.1 & TSP1 . X' — - - - — LINE OF ACCESSIBLE PATH OF TRAVEL / / / . • (6 ) NUMBER OF PARKING STALL, TYP. EXISTING LANDSCAPING. / 1 11 ' \\\ / 1 / 1 / j 1 11 — � 1 I. I1 1 / \t1 / - 0 0 0 1 - 1 / * 1 11 UG `�F, �t� 11 1' P `A� ER�� � \, 1 1 � c:113 G Ada � � • I �j Z 1 'c0 ' c Q.. � X6"s. °.�pR � ��� _C2 W + — — 000000000011. . • Ti \\\\. , REF. NORTH ��' \ ! I2,' ' 16 /.\ 1 411 I 4/0. Ty I 40 ( 5 ) (5 ) / 6 \ 20 a 10 20 40 A@ AI) 11.11 o ( T 1 inchIN 7E210' FEE2O ) ft. PROPERTY LINEmm Emmilimiiiii — — 4 . Nimi — sm. 4m4iiminio4 — J■■r ■iir I 400 I EMH — Q RIM 339.18 _ P— P-- H NO. REVISION DATE $3111D CONSULTANT DISCLAIMER: STORE NUMBER: SHEET TITLE: SHEET NUMBER: ORP 01 SITE PLAN • t, "Ei _ ,.. c ® THIS DRAWING IS AN INSTRUMENT OF PROJECT MANAGER: SERVICE AND THE PROPERTY OF SCOTT FOURNIER �� DISCOUNT TIRE COMPANY AND SHALL REMAIN THEIR PROPERTY. THE USE 11462 SW Pacific Hwy p f ;i,d i � PREPARED BY:p OF THIS DRAWING SHALL BE TI GAR D OR 97223 NOEL ANASCO RESTRICTED TO THE ORIGINAL SITE FOR ":_— 6303 . ( WHICH IT WAS PREPARED. 7 PH: (951) 251-0136 EXT.234 A 2 . 0 DESIGN tTE PUBLICATION THEREOF IS EXPRESSLY 1260 Corona Pointe, Ste 301 OF , '. .tiL LIMITED TO SUCH. DRAWN BY: Corona, CA 92879 NAS DATE: 06/11/18 951-444-5642 (T) STAM P 0 0 0 0 0O (E) FLOOR GRATING 0 (E) STEEL TIRE STORAGE RACK SYSTEM 0 (E) METAL RAILING ® FLOOR METAL GRATING O STEEL TIRE STORAGE RACK SYSTEM BY OWNER, PER I MANUFACTURER. SEE DRAWING SHEET TSP1 A - - - , , , . , -, . ;.- , : , . , -, . . ; , , , , , ;: - 6 NEW METAL RAILING :ma�s ,-r I-}" �' F I �_ r ! I '- -�' -.z• `ate �_-:_r I, yrs-�$� ��� �m��� _ �' - __ g• (E)_STOR. 2 =_= s- • -_ n���1 1111L9i11 O (E) METAL STAIR © 0 - '_==== 0 ®12' 22' ROLL UP COILING DOOR ( I I I I V I .s = -x:-ss==ss=-_=isms=a=�-- .-- - I --- T=ss x==== �,i rz® _-- 0 MEZZ. TIRE STORAGE RACKS 0 0 ===_== 1 ams __ am w=, .www., ,1 l _.. .-. ..moi . 1 . l_.. . �� P 0 , 71 [ 1r .1 -,,,/ i € i ,� (E) STOR. 1 0 " rr n R " ": ;a 0 2Q1 1 0 11-E Fi -4 1 1,f� 7 .. ----Fr--,-' / H b i 1 -6 ! , , , -i i l',_EN I-=== Hmum f _ _ -^E r=_• sem_;_ / .—,12 �CCng=n ATTIC SPACE =___ a ___ =_=:i' __, `-`�- — SALES AREA BELOW EI= • -_=E =__E r=_�__ __ -Y.7MSIA Ste__ _ .w_m=N�__._ __ ME =====1 = sW= a_ = _ �a �mar. -- m= � = =sO _ m=ss= \ t 1 —6—\ 3 -10 z= === 0 I 3 -101 =_ ±42-4 1/2" PEN TO SERVICE .n == _ xmE_E. - - _ - _- AREA BELOW N =EEO =ME===== _a.= __ - __ s=- M=s m am C -Maes � 3.-----E— E s_. pm = m — kg—.47-4.-111 ce^; - s--==:-----1 wiimmiplpio tc_ ..„ _ __ ___: _.__-_I=__-_____ __ ==_==_=i ..., �� �� �n 1I� I - REF. NORTH D -- -- . . - - - _____ _ , , , 1 Ty 0 23 TIRE RACKING PLATFORM (MEZZANINE LEVEL) SCALE: 1/8" = 1'-0" 3 KEY NOTES 0 CI 3 0 8 0 EXISTING VEHICLE LIFT 146'-0" (EXISTING) O EXISTING TIRE CHANGER 21'-6" 17'-4" r 81'-10" 25'-4" O EXISTING TIRE BALANCER ® EXISTING TIRE RACKING ! O5 EXISTING FLAT TIRE REPAIR TANK q -���.,- 111 .'� �., ,,,.; ,T --� T ���\' , ` rl�'' � -- 7 womb. © EXISTING ROLL-UP DOOR I 'I '—' R I (E 104A UP,. 1\-Y 0 T1 0 fif''' Lt, I r O EXISTING SECTIONAL DOOR H air i I 1 ] I I 0 W- ® EXISTING MEZZANINE LINE ABOVE I . 17,1_"--ii_ �_.l1 -, .-, ,N , , 1_, ,._,„ TIRE STORAGE RACKS ® (E) TRENCH DRAIN 1 (E WOMEN (E) MEN 0 5 (E) DEAD TIRE STOR./COMP. ROOM 10 REMOVE EXISTING METAL RAILING AT MEZZANINE LEVEL 106 ] oil • 105 _ 110 il 7 F ---r 11 STEEL POST SEE SHEET TSP1. �_- I-._._ 1 I 12 REMOVE (E) SECTIONAL DOOR AND ASSOCIATED ELEMENTS , , Ij r(E) JAN.' I�. \: I AND REPLACE WITH NEW COILING DOOR. 108 1 P0I 1 1 L9- Jr — . 1 0 E OFFICE I I 10 z I © REMOVE (E) RADIANT HEATER AND ASSOCIATED ELEMENTS (E) SALES / DISPLAY ^ 102 , L_. ...._ _......._ : ��,,.. I_-LLQ —— ——v —— _. ... `` <� 14 NEW MEZZANINE LINE ABOVE 101 I ■ © ----) TRASH ENCLOSURE/ -- (E) COMP m 1031 (-f 4 ' 13 I 9'-Q" 16'-4" EK---1 0 0 �( - _ 1 0 ) 3 _ -— 1 _ _-_ 3'_10" 5r-7" 1' " g" , r N (E) SERVICE I 0 13 I' 0 I,, -_ / NOTE_ 1 109 j GENERAL CONTRACTOR TO ADJUST ALL ELECTRICAL ITEMS LI o AND FIRE SPRINKLER HEADS AFFECTED BY THE ADDITION OF TIRE STORAGE PLATFORM. N i'-Qle 0 0 , _ = CLR. o oI Q 9 I Q 7 -b-— .. --- „"s. —=_hl` 4„,4 o REF. NORTH li (2) -V _. — — — 12 n I NORTH 25'-4" ±4'-4" 1 1 1110 I I O i 21 DEMOLITION PLAN ( FIRST FLOOR LEVEL) SCALE: 1 /8" 1'-O" DEMO NOTES NO. REVISION DATE1OLD CONSULTANT DISCLAIMER: STORE NUMBER: SHEET TITLE: SHEET NUMBER: ORP 01 DEMO-PLAN (1ST FL. LEVEL) • ' c z E 1 t. �' y THIS DRAWING IS AN INSTRUMENT OF (2ND FLOOR LEVEIRE RACKING L FORM 4 ,;I:,_.10. ��_ �� ® PROJECT MANAGER: �. -� a SERVICE AND THE PROPERTY OF ) � ::E '12, t,- DISCOUNT TIRE COMPANY AND SHALL SCOTT FOURNIER KEY NOTES � ` " r r. �1 =r• REMAIN THEIR PROPERTY. THE USE 11462 SW Pacific Hwy PREPARED BY: .r'����"`�■. p OF THIS DRAWING SHALL BE NOEL ANASCO Y �� RESTRICTED TO THE ORIGINAL SITE FOR TIGARD, OR 97223 PH: (951) 251-0136 EXT.234 A3 ■ :ill • T I R E WHICH IT WAS PREPARED. 1 DESIGN PUBLICATION THEREOF IS EXPRESSLY 1260 Corona Pointe, Ste 301 ` ' OF LIMITED TO SUCH. DRAWN BY: Corona, CA 92879 ` _r� 951-444-5642 (T) STAM UlIS NAS DATE: 06/1 1/18 ,. .... —�; ..�..1.�11, PO. F-7--1 r. . ;-r-�-,�. �, �---� � . �, ;l ,.,.1 ;--�-�---� ,xyat.' I NOTES: I _4„ �n 1.) DESIGNED PER 2012 IBC - I I I I I I I I I I I . �, ■11.•11■■■■■■■■■■■■1 ■■■ 1111■■■■■■ 11■■■■■■■■■■■■■■■■■1 ■11■�.1�■■■■Iltlll■■ --'1756 ( �o I I I I I I I I I 125 PSF LIVE LOAD "D"" vs/ � ■■■■■■■■■■■■■■■■■1 - 1111■1•■■■■■■■■■■■■ - ■■■■■■■■■■■■■■■■■■1 - ■�■�■■■■�■ _ -up-mi- plA.5 �� L / SEISMIC Ss=99%g S1=43�.gSoil Class D - 1111■1111■■■■■■■■■■■■1 ■■■r•■■■■■■■■■■■■ .■■■■■■■1111■■■■ ■■■■1 ■�■�■■■■�■ Use Group "II" Design Cot "D" „ ■■■■■■■■■■■■■■■■■i ■■■�■■■■■■■■■■■■ ■■■■■■■■■■■■I.■■■1 �■�■�■■■■�■ li 11 4 _ma«„ ■ 171=4"""Iffit=1171 ."t1721"Stril" i s R 2.) 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ANCHORS: POWER STUD +SD2 _ 1111■■■■■■■■■■■■■■■1 1111■r■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■1 ■■�■■�■�■■■�■ 4.. ...• ..� �. ao CO ... .. — ) 4" EMBED PER ESR #2502 't✓ C) ■■■■■■■■■■■■■■■■■1 _ ::: • ••• ::::::: 1111■■1111■■■■■■■■■■11111 1111 1111 ■ 1111■ ■ m I I '• I I •• 1;�Ii •• ' iii9 1.4"-'5 .m 19 .J I I '• '�i I E"ft.P44( I 0441U.44 I 177'":r"1 or HILTI TZ PER ESR X1917 84 ■■■■■■■■■■■■■■■■■1 MIIMIN■■■■....... ■■■■■■■■■■■■ . •i ■■■■■■�■■■�■■■� --,�-� 4.) ALL STEEL TO BE A36 UNLESS NOTED ■■■■■■■■■■■■■■■■■i ■■■■■■■■■■■■■■■■■ ' ■■■■■■■■■■■■��■i ■■■■■■�■■■m■■■� I I ' I I I I II II I II I ) ■■I■■M■■M1■■■■■■■1 ■■■I■■■■■�■■■■u■■■ ■■■■■■■■■■■■ moo ■■■�■■��■mm■■■■i ` HOT ROLLED SECTIONS & CONN PL's Fy = 50 ksi +-1 D —� ��■�11■�����������1 .■■..u.uu.■■■M1 EINIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIMMI 11110111111111111111111111111=011111111111 EXISTING - .C - COLUMNS Fy = 46 ksi �■■�■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■�■■I ■■■■■■�■■�■■■� II I . _ Emnimm■■■■■■■■■1 i■■■■■■1111■■■■1111■ ■■■■■■■■■■■■�■■1 ■■■■■■�■■I■■■� „ - ,,,. - : — .�1�•' mow. ALL WELDS TO BE PER AWS w/ E70xx ELECTRODES 14" ■■ om■■■■■■■■■■■1 m■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■1 ■■■■m ■■ mi■■■m ALL BOLTS TO BE GRADE 5 UNLESS NOTED ■■Its■■■■■■■■■■■1 IM■■■11••11■■■■■■■■ ■1111■■■■■■■■■■■■■■1 ■■■■■1111111■■.111■■■■111111 - ' Z i w/ WASHERS ON BEAM CONNECTIONS ■■�■■■■■■■■■■■1 ■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■1 ■■■■■�■■■■■■■■� " 1/8" O A6 B6 BASE PLAN ,� ■:::::::::::::::1 M::::::::::::::: ............:::::1 :::nEMINE:::::� NEW =• - - I 5.) DECK TO BE 1 x BAR GRATE (KLEMP 19-4-42 or EQ) MEZZANINE DECK © 108"AFF J LAID PERPENDICULAR TO JOISTS 5/8"X 14"X 14" #12 TEKS C 12"oc TO ALL BEAMS & JOISTS BASEPLATE W12 X 22 TIRE RACKS ABOVE --- - _6„ f \\ J - 4-7 6x6x.25 SQ COLUMN = II ' W/14x14x.625 BASE o - BASEPLATE 1/4V 108 ANCHOR W/ (4) DIA V 5/8"0 ANCHORS 6"---- • ANCHORS EACH COL. FF ,1 J-- /&I 14" 18„ _, --- -- (4) 5/8"0 C- • . ANCHORS \ / II � °II II II II ° `J `J . • �,--,� �-� — • C- BASEELEV. --14 `�_ 18" I �- BUILDING PLAN 1 /8"=1 ' ---i6 298 I6I = 49 1 = D B7 B,ASE , PLAN A - A mom"°9 ve" °c1-, -° =, c4 -- ..- - .., ,.,M CO 6�� 3/4"x 18"x 18 ELEVATION ml P 1-1-1 BASEPLATE mom, lesec, _ - 1 • limmi �,,...._, .. . . . ffiginr__5 �Iso---.1! a� J i, i WI Z I V 13- lia ,, P _ 66 I--4'-4"--I �� I. . . �� Immis ••U•hili•••iU1 - _ mi���inmimi I�M - 0'-0" I ■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■ IT. - 14 0 8 ■■11■■■�h11■�PEtn■■■■■■■1 ■L!IET■■�■VIn■■■ - „ ■■■■■■w��■���u�,�■■■■■1 TIDE BEAM ■Iuw►l'2111si1C11■■■ TIRE BEAM k, �, •� x I—3 —10 —�5 -7"---1 _ 16 2 2 ' ausiminnommE v — ANCHORS C ■■■■■■■■■■■■■■■■■■1 ■■�■■■■■■■■■ Y f `, f , I - _■■■■■■■■■■■■■■■1111■1 ■■�11■■■■■■■■ • -- `. `Y 1-iiiiiiiiiiiiiiiii.I _ ii�iiiiiiiii 36 - ■■■■■■■■■1 _ ..._ - - i ■■1111■ i ',I'M-•tela■■■■■■1 ■■■■■■�itr[gI��IIHI i.�a■■■■■■■ TIRE BEAM TIRE C3E.1 v1 !!° ! _!w H „ ■■■■■■■WflV■rdliil■Wi■■■■■II ■■■■■■flWilia�iilli�W■■■■■■■ �■LT v .,, J -- '1 . ❑ ❑ -16 —� ■■■■■■■■■■■■■■■■■■■■■I ■■■■■■■■I■II■■■■s■■■■■■■■■■uIRU•I•i■■.■ ■■i.•/ Uri■U■■■■■■■■■■■■■■iU■ v q? P� f— „_� ■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■■■■■■■■■■■■■■■ ■■■■1111■■■■■■■■■■■■■■1 ■■■■■■■■■■■■1111■■■■■■■■ � TE , = �� • „ 22 ■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■ ■■■■■■■■■■■■■ 36 — - 15 -0 ■■■■■■■■■■■■■■■■■■■■1 ■■■■■■■■�■ ■■■■■■■■■■■ 10 -1 ___L ,, _ 0 A7 BASE PLAN ■:::: umen ::::mil ■ ::::r ::::: ::: , 1� I ,�_ �I _-,� I - - 1„x 22"x 22" E: 25'-4” - - 4'-•4"-I BASEPLATE W12 x 19 W12 x 14 GRATE PLAN 1 /8"=1 ' f \-\ . . . . °' • l 6x6x.25 SQ COLUMN W/22x22x1" BASE' .----.-LI I FRAMING PLAN © FF 3/16"=1 ' ANCHOR W/ (4) i" DIA 1088 TB3o.e-2-H1H1 TBaao-aHOH1 HANCHORS EACH COL. .,w.. A3 A4 81 B2 -�E Al ,� 1e�50° cn to A3,A4,62 0 Q� J iP LL.I (4)5/8"0 GRD5 L5x3x5(16 BS -9�-0" 3'-11" z - �� -7- (2)5/8 LEG GRD5 B1 1 r -1 — LB2508 A2 B4,D1 • S [_�] J A5 BEAM /BEAM P4' 0 - ---- 132 r 14'-0"I ., —" BEAM/BEAM I - 162 _ I L 11� - 1 1 A4 Q • 2'-6 " Typ A3 I - ELEVATION B - B t - BEAM BEAM B3 � ' MEN BERS 24" f° Z C� i, ., .• A1,A2,81,C1 W12x 14 • -_..._.... _ .. 1 L5x / J �'\ Q'\I A3,A4 W12x 22 1/2"CAP PL- z // (3)5/8/ GRD5 A3 I ( 4 " T'- B2 B3 W12x 26 ( )5/8 o GRD5 3 EA LEG J EXCEPT C A6a < I B4 W12x 19 ® A7, 86 0 / (2) DIRECTIONS EA COL BEAM CONN 101-1"p B2A _ KNEE BRACE ® 45' " , D1,E1 W12x 14 DBL L3x2x3/16 EXCEPT® TOP OF A7,B6 2 5 A3A I �4 _ A6, A7 HSS6x 6x 1/4 ■�. (12) TOTAL 86, B7 HSS6x 6x 1/4 (4)5/WT5x1CLIP I (4)58"0 GRD5 BOLTS I �I A4A II I KB DBL Lax 2x 3/16 MN 5/8"o GRD5o cTO KNEETO BRACE -���� i n,,o A-Al 2" EDGE DIST I KNEE BRACE CONN FRAMING PLAN 3/16"= 1 ' z a m 1 N ry ' i . d sl NO. REVISION DATE � +�,0 PROF et + ,. CONSULTANT DISCLAIMER: STORE NUMBER: SHEET TITLE: SHEET NUMBER: N =�-� `t��. Fjs ORP 01 '� RED RIVER RACK CO .� ■'�'� l F� � -:-- _ - s r- ,3; THIS DRAWING IS AN TIRE PROJECT MANAGER: TS P -44'1 °c 1194 PO BOX 450 - ¢. ® THERUMENT PROPERTY SERVICE OF DISCOUNT /� SCOTT FOURNIER STORAGE s _ _ /� 5 - ti 462 Pacific PREPARED BY: 7-V �+ TIRE COMPANY AND SHALL a - eFc� DD�ti GA/NESV/LLE I/11 7V247 1` REMAIN THEIR PROPERTY. PLATFORM q F ) NOEL AN ASCO -_ , e��V 3, 141 p: 940,aS80.a�522 1,-,:z THE USE OF THIS DRAWING 1' ARD, R 97223 PH:(951)251-0136 EXT.234 7 0 SHALL BE RESTRICTED TO e DESIGN THE ORIGINAL SITE FOR F: 940.612.2243 WHICH IT WAS PREPARED. 1 PUBLICATION THEREOF IS DRAWN BY: m I 1260 Corona Pointe,Ste 301 1 EXP. DATE: 12/ 4� Corona CA 92879 951-444-5642 Ir► A.PLOEGER - RRRC DATE: 04/27/18 v STAMP EXPRESSLY LIMITED TO SUCH.