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HomeMy WebLinkAbout7345 Gall Blvd (2)PROJECT DIRECTORY GENERAL N OTE5 s,� �=i� 1 i ���� (I v [ ►�, tL '1®1Yd-�- j ►� � t� j-remit s i Lu I . THIS PROJECT HA INCORPORATE A P � T 0\A /N I �Dt� 5HALL ALL AS ECT5 OFTHE AMERICAN INSTITUTE OF A!�CFr ECT5 A20 I "GENERAL `t VV N V R ARCH ITECT CONDITIONS OF THE CONTRACT FOR CONSTRUCTION'. CONTKACTOP.5 SHALL BECOME FAMILIAR WrTh OF THIS ) C REPRESENTATIVE DOCUMENT AND APPLY70 CONSTRUCTION ACTIVITIE5. REVIEW DATE. 2. THESE DRAWING5 ARE INTENDED TO INDICATE COMPL"TED 5Y5TEM5 AND CONSTRUCTION. THE CONTRACTOR AND CITY OF ZEPHYRHILLS j ALL WORK SHALL COMPLY'Wi PREVAILING JOH N P. ADAM5, AIA, NCARB 5UBCONTRACTOR SHALL BE RE5PON51BLE TO DETERMINE THAT ALL 5Y5TEN/15 ARE BUDGETED AND INSTALLED ZEPHYRU ILC?ING OFFICIAL 9 CODES FLORIDA BUILDING COOS' NAT RA551, CCIM PRINCIPAL CORRECTLY. THE OWNER 5HOULD BE tJOTIFIED OF AN'f INCOMPLETE A5PECT5 OF THIS PROJECT PRIOR TO NATIONALELECTRIO CODE' CONTRACT. AND THE CITY �F i�PHYRHILLS LEE CHIR? ASSOCIATES KTH ARCHITECTS, INC. 3. WORK SHALL BE PERFCRMED IN A WORKMANLIKE MANNER PRODUCING QUALITY END PRODUCTS TYPICAL OF AND ORDINANCES SIMILAR CONSTRUCT ICN U51NG 51MILAR MATERIALS IN SIMILAR CONDITIONS- MANUFACTURER OR 5UPPLIER 800 HIGHLAND AVENUE, 800 HIGHLAND AVENUE, GUIDELINE5 SHALL BE OBSERVED IN THE AB5ENCE OF CONTRARY INFORMATION FOR THE INSTALLATION, SUITE 200 SUITE 101 ASSEMBLY, OR PROVI51ON OF MATERIALS OR EQUIPMENT. ORLANDO, PL 32803 ORLANDO, FL 32803 4. THE CONTRACTOR SHALL BE RE5PONS13LEF OR ALL N/ATERIAL5, WORKMAN, AND ANY` ACTIVITY ON THE SITE SUBJECT TO L055 OR DAMAGE FOR ANY R'1A50N5 U.'ON EXECUTION OF THE CONTRACT. IMMEDIAT-E EMAIL: nra551@Icadevelopment.com EMAIL: Jaciam5@ktharch.com REPARATION5WILL BEREQUIRED50A5 NOT TO DELAY ANY PROJECT SCHEDULES. PHONE: (407) 297 1 GOO x227 PHONE (407) 203 G707 5. THE 51TE SHALL BE MANTAINED IN A CLEAN AND SAFE CONDITION FREE OF DEBRIS AND RUBBISH THIROUGH DAILY CLEANING AND DEPO511`5 OF WASTE INTC) CONTRACTOR PROVIDED CONTAINER. G. CONTRACTOR SHALL CDNFORtvt TO AL_ GOVERNMENTAL SAFETY 5TANDARD5 AND WORKING CONDITtION5 AT ALL 1LLS TIME5. Z CODE DATAMERCHANTS °_ 7. ARCHITECT SHALL NOT BEAR THE C05T5 FOR GOVERNMENTAL A55E55ED TAXE5, FEE5, PERMITS, IN5FECTION5, OR OTHER C05T5. 8. CONTRACTORS SHALL COORDINATE WORK BETWEEN SUBCONTRACTORS AND IDENTIFY ALL ITEMS ANID WORK APPLICABLE CODES: WHICH .ARE TO BE PROVDED UNDER TIE CONTRACT. THE CONTRACTORS SHALL PROVIDE ALL MATERIAL5, LABOR, AND EQUIPMENT REQU RED FOR COMPLETE CON5TRU:TION5 ACCORDING TO THE INTTENT OF THE5E DOCUMENTS. p FLORIDA BUI_DING CODE 7:- EDITION (2020) ACCF551BILITY 9. ALL D15CREPANCIE5 IN THESE PLANS `HALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR ARCHITECT IN FLOPIDA BUI_DING CODE 7 EDITION (2020) BUILDING WRITING PRIOR TO COMMENCEMENT OF WORK. FLORIDA 13UI_DING CODE 7 EDITION (2020) ENERGY CON5ERVAT ION 10. ALL WOPK WILL BE PER°ORMED IN STRICT COMPLIANCE WrTH CODE5, ORDINANCE5, AND LAW5 OF TIRE VARIOUS FLORIDA BUILDING CODE 7- EDITION (2020) MECr1ANICAI_ GOVERNMENTAL JURISDICTIONS RELATED TO TH15 PROPERTY. IF THE CONTRACTOR OR5UBCONTRACTOR5 FLORIDA BUI_DING CODE 7. EDITION (2020) PLUMBING OBSERVES THAT PORTON5 OF THESE DOCUMENTS APE NOT COMPLIANT, THE ARCHITECT MUST BE NOTIFIED FLORIDA FIRE PREVENTION CODE 7- EDITION (2020) PRIOR TO EXECUTION OF A CONSTRUCTION CONTRACT. NEW�TENANT SUBDIVISION NFPA 70, 2017. NATIONAL �LECTRIC CODE 1 1. DO NO RELY ON SCALE OF DRAWI NG5 - VERIFY UNCLEAR DIMEN51ON5 WITH ARCHITECT. FLOKIDA STATUTES 12. ALL DIMEN51ON5 ARE TAKEN FROM FIN15H FACE UNLESS NOTED OTHERWISE, FLORIDA ADMIN151 RATIVE CODE 13. ALL DOOR5 ARE CENTERED OR 4' AWAY FROM HINGE 51DE WALL UNLE55 NOTED OTHIERW15E. BUILDING CODE REQUIREMENT5: 14. ALL MA-ERIAL5, COMPONENTS, FINI5HIE5, AND EQUIPUIENT SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 304 OCCUPANCY CLA.55FICATION TENANT I - 2.900 5F - A-3 GYMNA51UM MANUFACTURER RECOLAMENDATION5 OR 5TANDARD INDUSTRY PRAC710E5. FUTURE TENANT 2 - 5,755 5F - M MERCANTIILE 15. ALL WO;' 5HALL COMPLY WITH NFPA 24 1, 5TANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS, AND NFPA 1, CHAPTER I G. FIRE PROTECTION DURING CONJ5TRUCTION 5HIALL COMPLY LEVARZEPHYRHILLS, 7345 AFL BC�U SECTION 402.4.2. 1 - EACH TENANT 5PAC- SHALL BE 5EFARAT ED FROM OT TIER TENANT' SPACES BY A ; 5R 7 WITH ALL APPLICABLE F.EQUIREMENT5 'DUTLINED IN NF-A 1, 5EC. I G.4.3. 1.1 THROUGH 5EC. I G.4.3';.3.2. 10. FIRE 0 PAR7_17_10AI COMPLYING WITH SECTION 708. SAFETY DURING DEMOLITION 5HALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OUJTUNED IN NFPA 1, SEC. Z I G.5. 1 THROUGH SEC. I G.5.4. TABLE 504.3 CON5T RUCT ION TYFF 118 CONSTRUCT ION, AND TriE BUILDING 15 EQUIPPED vVITr1 AUTOMATIC 5PRINK-ER 5Y5TEM. P�� OF Fko ADD REV I AT I O N S D RAWI N G 5YM 130 L5 D RAW I N G INDEX `'�yQN�PpbAyps TABLE GO I TYPE IIB CON5T RUCT ION COMPONENT FIRE RATING STRUCTURE SUPPORTING FLOORS 0 rIOUR 5T RUCT URE SUPPORTING ROOF5 0 riOIJR AR95252 EXTERIOR BEARING WALL5 O HOUR ACT - ACOU5TIC CEILING TOLE GALV - GALVANIZED T05 - TOP OF STEEL 05-04-2022�� ..� NTERIOR BEARING'ri/ALIa O HOUR AFF - ABO'✓E FINISH FLOOR GYP BD - GYPSUM BOARD TYP - TYPICAL . G� FLOOR CONSTRUCT ON 0 r10UR SECTION # pR ROOF CONSTRUCTION 0 r10UR CG - CORNER GUARD MO - MASONRY OPENING UNO - UNLESS N07ED OTHERWISE O COLUMN BUBBLE A SECTION _ ARCHITECTURAL © SHEET # 5YMBOLS GJ - CONTROL JOINT NIC - NOT IN CONTRACT VC7 - VINYL COMP(DSITION TILE A. I COVER SHEET a d TABLE 906.3(I) - CLP,�iS A FIRE HAZARDS- LIGHT r1AZARD OCCUPANCY EXTINGU15r1ER RAl"ED 2A 10)BC. ! REVISIONS ✓Il r 75 FEET TRAY=L DISTANCE. Ctv1U - CONCRETE MASONRY UNIT NTS N07 TO SCALE VIF - VERIFY IN FIELD A.2 CODE DATA DETAILS Q W o ELEVATION # -�I A.3 PARTIAL LIFE SAFETY PLAN J = o TABLE ! 004. .2 OCCUPANCY FOR TENANT 115 A-3 - GYMNA51Uv1 CT CERAMIC TILE OC ON CENTER WH - WALL HYDRANT ROOM # INTERIOR 4 2-1 2 AA DEMO PLAN, FLOOR- PLAN $ DETAILS C ELEVATION co Q CC OCCUPANT LOAD FOR EXERCISE ROOM = 50 GR0 5 D5 - DOWN 5POUT 5F - SQUARE FEET WWF - WELDED WIRE FABRIC DOOR TAG A.5 REFLECTED CEILING PLAN, MECHANICAUELECTRICAL Q tt U u TOTAL GROSS AREF: 15 2.900 SF -OCCUPANCY = 58 PERSONS SHEET # 3 SYMBOLS PLAN SCHEDULES o • FD -FLOOR DRAIN TOO -TOP OF CURB DOOR Digitally signed a C c OCCUPANCY FOR FUTURE TENANT 2 15 Pv1 - MERCANTILE John p co C zz d ti OCCUPANT LOAD FOR SALES F!_002 = GO GRO55 FE -FIRE EXTINGUISHER TOE -TOP OF FOOTING/FDTN W I WINDOW TAG by John P Adams p � W TOTAL ANT LOAD AREA. IS TCRA f/ - OCCUPANCY = 82 PERSONS � O � � cv OCCUPANT LOAD FOR STORAGE;510CK = 300 GR(055 FF - FINISFED FLOOR ELEVATION TOM -TOP OF MASONRY Date. 2022A5.04 o TOTAL GROSS AREC. IS 880 5F - OCCUPANCI' = 3 PERSONS Adams = • r ALL ABBREVATION5 MAY NOT BE U5ED ON TH15 PROJECT I I • SECTION 1005 MEANS OF EGRE55 SIZING ' _ T N s� LL SECTION ! 005.3.2 OTHER EGRE55 COMPONENTS WITri EXCEPTIO>N: 42 M d 0.20 INCH PEROCCUPA,NT- MATERIAL SYM DO L5 _ c z TENANT I = 52 OCC X 0.20 NCHES = 10.4 INCHES WITH 35 IN tv111J. � C a PROVIDED AT =ACr1 OF TWO DOOR OPENINGS. z FUTURE TENANT 2 = 85 OCC X 0.20 INCHES = ! 7 INCHES'd�'ITH 7! W MIN.. 00 ¢ O PROVIDED AT =ACrl Of TWO FRONT ENTRY DOOR5 AND ONE REAR SERVICE DOOR OPENING. a • � T'M�r ' # 0 Q TABLE 1017,2 EXIT ACCESS TRAVEL DISTANCE V✓I1H SPRINKLERSYSTE!v1 = 250 FEET. BRICK GRANULAR PILL BATT MIMI !. INSULATION =>�=1 o � cc • TABLE 1020.1 -CORRIDOR FfRE-RESISTANCE RATING: � � � `�✓�< � _ �� L9 OCCUPANCY = A-3 AND M. WITH SPRINKLER5Y5TE!M F = CONCRETE lill�ll�ll 5TRUCTURAL - CORRIDOR FIRE -RESISTANCE Ri�TIN6 REQUIRED = O-riR. III-111=11�f1 EARTH � z BLOCK I I-1T-1I I� I I 5TEEL z TABLE 1020.2 MINIMUM CORRIDOR U✓IDTH � Y cr o ANY FACILITIES NOT LISTED BELOW= 44 IN. PROVIDED = 48 IN tirP11NIMUtv1. Y F '� RIGID TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PJJMBING FIXTUR:E5 � CONCRETE INSULATION FRAMING , <� OCCUPANCY FOR TENANT 1 15 A-3 - GYMNA51UM = 58 PER50N5 WOOD MALE - I WATER CLOSET PER 125 1 REQUIRED - ! PROVIDED FEMALE - ! WATER CL05ET PER G5 ! REQUIRED - ! PROVIDED i .i LAVATORIES - !PER 200 !REQUIRED - 2 PRO'�`IDED="---'-'yr,' >=1N15HED 1'\ DRINKING FOUNTAINS - ! PEP, 500 ! REQUIRED - I PROVIDED SAND/PLASTER SERVICE SINK !REQUIRED - I PROVIDED ' ' ///// WOOD ACOUSTICAL OCCUPANCY FOR FUTURE TENANT 2 15 M - MERCANTILE = 85 PERSON5 TILE / PANEL. 1� MALE/FEMALE - I WATER CL05ET PER 500 ! REQUIRED - ! PROVIDED ! LAVATORIES I PER 750 1 REQUIRED - ! PROVIDED DRINKING FOUNTAINS - PER I ,000 !REQUIRED - !PROVIDED SERVICE 51NK I REQUIRED - ! PROVIDED ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT r • SITE LOCATION MAPAll , ` 4. a P j r .4 a U I , . -. M p i W , , h- _ w . w _ e ' - a , • In _j _ y _w.. 51TE LOCATION z 7 - {n = b a. W N _J I J ,. w , • _ , t ce �. . t : ,., - uj ,_. , , 1 \ fir- : f ,. :.,...,, ,., w.. ,_. .r. .. . �, �.::. >� : #,-.�'�"� ,. ,....e :.,... ,.u, ,... .- Ill �q�, .,, W ra,'�i'�aw,.m. d.. - IIrn t . a i uj €. -_., c ..-.. ...._.. - o. ._ ., . .. c.. .. ..._.. r MAY 4 2022 _ w • a . _ n4vr r qS. • - _... „ R co Ik- .�,._ Pa 3 U RiDGE-OFFICE CONDO ire SQUARE A01 G:\2020\2001 GA\Dwg\DWG`warch\20CI GA - PP5WCF - UnivPla.zaClinicT,eno (R1(5).rv, COPYRIGHT 2020 - t;TH ARCHITECTS, INC. 51GNAGE DETAILS SCALE: T IT' TYPICAL SIGN TYPICAL SIGN TYPICAL SIGN FOR TOILETS FOR TOILETS AT STAIRS MEN WOMEN EXIT STAIRS NOT USED NOT USED NOT USED T T T T ADA—DOOM CLEARANCE NOTE: NOTE: X= 1 2" IF BOTH CLOSER X= 1 2' IF BOTH CLOSER AND LATCH ARE AND LATCH ARE PROVIDED PROVIDED (")=48" MIN. IF BOTH CLOSER AND LATCH ARE NOTE: PROVIDED (")=48" IF CLOSER IS r PROVIDED T — — � I I 1 F T — — — — r — — — — 1I I 1 1 41 I I I I I I i I 1 1 PUSH 51DE1 PUSH SIDE PUSH 51D %PU PULL 51DE PULL SID PULL SID L — — — — — i—-j FRONT APPROACH HINGE APPROACH HINGE APPROACH LATCH APPROACH MANEUVERING CLEARANCE AT MANUAL SWINGING DOOR H.C. PARKING C = - s c VAN ACCESSIBLE PLAN Xx e VAN CCE551BL PARKING ALTERNATE VAN ACCE551BLE PLAN VAN ACCESSIBLE PARKING'\\\X TYPICAL ACCESSIBLE PARKING PLAN ARKING SIGN It HC 3OL5 (SEE DETAILS) NOTES: 1 . VAN SPACES FOR EVERY SIX OR FRACTION OF SIX ACCE551PLE PARKING SPACES, AT LEAST ONE SHALL BE VAN ACCESSIBLE PARKING SPACE 2. REFER TO ICC;AN51 A 1 1 7. 1-2003 FOR HC PARKING REQUIREMENTS AT HOSPITAL OUTPATIENT, REHAB, t PHYSICAL THERAPY FACILITIES 3, SURFACE SLOPES OF HC PARKING SPACES SHALL BE 1 :48 OR L55 IN ALL DIRECTIONS HC PARK 8" DIA. 1 2"x 18" HC PARKING SIGN 2 COATS Of VAN ACCESS 8 TRAFFIC t5 1 2"xG" VAN ACCESSIBLE SIGIN_ ,,--PAVING p 14" R. 4" WIDE BLUE PAINT LINES TYP. ACCESSIBILITY SIGN DETAIL HANDICAP PARKNG SYMBOL SCALE: NT5 SCALE: NTS TYPICAL REACH RANGES -F UNOBSTRUCTED FOKW.AKD REACH OBSTRUCTED HIG1 FORWARD REACH FF TYPICAL SIGN AT STAIRS IN CASE t�i OF FIRE DO NOT USE ELEVATOR USE STAIRS, ACCESSIBLE ENTRANCE NOT USED NOT USED NOT USED T n T STAIR D ETA I LS ETURN 12'. Tr m EXTENSION I ANDRAIL GRIPS MUST BE ET MI I - 1/4"-2", OUTSIDE DIA. -1 /2" MIN. CLEAR SPACE I " (MIN) TREAD BETWEEN HANDRAIL AND WALL 7" (MAX) RISER UPPORT 1ANDRAIL FROM 12". MIN. I " (MIN) TREAD 7" (MAX) RISER STAIRS € HANDRAILS BELOW SO GRIPPING SURFACE I5 NOT INTERRUPTED SECTION r XTfN510N DIMEN51ON ND OF HANDRAILS MUST RETURN SMOOTHLY INTO A WALL, FLOCK, OR P05T PLAN RAMPS AND STAIRS SCALE: 6/6211 LANDING 1 :48 SLOPE RAMP RU N 1:12 SLOPE LANDING WPM I :48 SLOPE (MAX) RAMP UN 1:12 SLOPE (MAX) FF 10 UNOBSTRUCTED 51DE REACH RAMP RUN 1: 12 SLOPE (MAX) LANDING 1:45 SLOPE MAX c C a i 2". IN. EXTENDED SURFACE CURB OR BARRIER OPTION I (MIN) N GRADE BADE GRADE OPTION RAMP EDGE PROTECTION 1101 I "-24" MAXIMUM XX OCCUPANTS NOT USED T r RESTROOM n TYPICAL MOUNTING HEIGHTS SCALE: 1/2" = 1'-0" ANY OBSTRUCTION SHALL BE 42" MIN. FROM DOOR 51DE OF STALL 1 2" MIN. FOR CHILDREN ONLY UNITS TYPICAL ACCESSIBLE TOILET STALL AND FIXTURES TYPICAL CLEAR SPACE SCALE: 1 /4" = 1'-0" q� I J S . _ 30"x48" CLEAR FLOOR SPACE AT LAVATORY LAV CLEARANCES GO'x5G" CLEAR FLOOR SPACE ATTOILET (DOORS SHALL NO- SWING INTO —CLEAR FLOOR SPACE HC TOILET CLEARANCES Biohazard. Authorized personnel only. i u cC. w." G. AMBULATORY WATER CLOSET ACCESSIBLE URINAL 2'-G" (MIN) z 30"x48" CLEAR FLOOR SPACE AT URINAL (3G'x48" IF URINAL IS INSTALLED IN AN ALCOVE q I 12 OVER 24" DEEP, SEE SEC. 0'1QJ 10 305.7) EDOz '0/ I� U JL _ J HC URINAL CLEARANCES 30"x52" CLEAR FLOOR SPACE AT _ LAVATORY GO"xGO" CLEAR FLOOR SPACE AT TOILET I I 1 2" HIGH TOE CLEARANCE / EXTENDED 8" BEYOND FRONT PARTITION AND AT LEAST ONE SIDE PARTITION OF TOILET FLUSH HANDLE TO BE LOCATED ON OPEN 51DE 51GN MOUNTING LOCATION SUALF 2 = - IF ADJACENT SIDELIGHT, ........... ------. MOUNT ON GLA55 WITH A ----- i BLANK MATCHING PANEL ON OPPOSITE 51DE OF GLAZING. ii i i MOUNT SIGN ON i i LATCH SIDE OF (I DOOR PAPER TOWEL ACCE55IDL DISPENSER E LAV 3'-0" Q ACKIWALL O m N c 30x48" CLEAR I O FLOOR SPACE @ J HCSHOWER — — _ 4'-0" —n STALL IU 15' (MIN) z0 m GRAB BAR IN v� �O� \� _ _ con 4 U O C) 0 co cn z n- m O C) O U =- HC SHOWER CLEARANCES DISPENSER FIRE ALARM LU Q I I � I I ; I �—T CENTERED ON RAISED CHARACTERS O Z 05-04-2022 SANITARY NAPKIN DISPOSAL ,�� O F FL09i P. Ap 9 John P Digitally signed • ; - * - • AR%252 r by John P Adam .. Date: 2022.05.04 A Adams 17:12:07-04'00' ;_ U Q W Q f1 (0 qe J _ C mco � Q Q Q ` v U_o • C Z c h cc C p cocc N m N L J CID i 17 LL G M 0 d Z CD D i Q O v_i ui O m Q n 0 Z . g � F z � O Y o 0 v 00 i J W T� L Q rrnn W m 0 rV N H V W dCL H Y ACCE551 B 1 LITY NOTES z aIRT _ rn M V M J LL I . THESE DIMENSIONS ARE REQUIREMENTS FOR MANEUVERING AREA AND FORTHE � Z J LOCATION OF FIXTURES, DEbICE5, AND TOILET ACCESSORIES. CONFLICTS WITH THE W O J DRAWING DETAILS OR DIMENSIONS SHALL 13E BROUGHT TO THE ATTENTION OF THE C ARCHITECT. G > V, } 2. NOT ALL OF THESE DIMENSIONS OR DETAILS MAY BE APPLICABLE TO THIS PROJECT. V l Q w THI5 INFORMATION 15 PROVIDED FOR REFERENCE PURPOSES. J m Q N � 3. IF NOT DETERMINED OTHERWISE, STANDARD ADA VEACH RANGE' I5 15"-48"'. j V) WQ 4. ALL PIPING FOR ACCESSIBLE LAV5, INCLUDING DRAIN PIPING UNDER COUNTER TO BE + Z Q J INSULATED. Cie Q O 5. ACCE551BLE SIGNAGE SHALL HAVE 18" WIDE x 18" DEEP CLEAR FLOOR SPACE (SEE °0 Uj ANSI A 1 1 7. 1-2009 FOR ALTERNATE SIGN LOCATION).Lu Q G. ®DENOTES FIXTURES TO MEET THE ACCESSIBIUTY REQUIREMENTS OF PERSONS 0 U WITH DISABILITIES. �J W O m Ln 7. HORIZONTAL SRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL � ON THE W Z U n BACK WALL TD A POINT 18" FROM CONTROL WALL OF SHOWER. Z APRIL 1, 2022 8. VERTICAL GRAB BAR, 18" (M N) IN LENGTH, SHALL BE PROVIDED ON THE COINTKOL END WALLL 3" TO O G" ABOVE THE HORIZONTAL GRAB BAR * 4" iMAX) INWARD FROM FRONT EDGE OF SHOWER. 9. RAMP It LANDING GRO55 SLOPES 1 :48 MAX.. V 10. HANDRAIL5 REQ. AT RAMPS 'N/ G" OR MORE RISE. 1 1. EDGE PROJECT AT RAMPS SHALL BE REQUIP-D WHERE DROP-OFF ALONG EDGE IS GREATER THAN 1/2" WITHIN 10" OF RAMP EDGE. Z 12. 42" HIGH GUARDRAILS 5HAL_ BE PROVIDED WHERE EDGE DPOP-OFF GREATER THAN V 30 INCHES. 13. CONTRACTOR TO SUPPLY AND INSTALL SIGNS AS SHOWN ON THIS SHEET, AS NOTED ELSEWHERE ON DRAWINGS, AND AS REQUIR=D BY ANY OTHER CODE ORAGGENCY HAVING JURISDICTION. A02 G:\2020\2001 GA\Dwg\DWG\arch\2001 GA - PP5WCF - UnivPIazaChncPcno (RI 8).rvt COPYRIGHT 2020 - KTH ARCHITECTS, INC. -- I , 1. 1 , 1 w c.,111. .i: n..uiei „, i 11--]-1•I F 1 I -� -f— I - I W H Q O AREA OF WORK KEY P LA N CODE DATA LEGEND I HP, SEPARATION - 2 HP, FIRE WALL - - - - - - fw 2 HR FIRE BARRIER — - fB 3 HP, FIRE WALL - - - - - - FAA/ OCCUPANT LOAD 50 OCC. FIRE EXTINGUISHER -co EGRESS PATH EXIT PATH = XX'- X" ACCE551BLE SIGN TYPE - 5EE SHEET A.2 FOR _F—A] 51GNAGE DETAILS EXIT SIGN EXIT DIRECTIONAL r- ARROW EMERGENCY LIGHT LIFE SAFETY DATA THE FACILITY 15 EQUIFPED WITH AUTOMATIC 5PRINKLfER5Y5TEM BUILDING CONSTRUCTION: FBC TYPE IIB BUILDING CLA551FICAT ION: GYMNASIUM (GROUP A-3) MAX. OCC. LOAD' EGFE55 WIDT1 PER OCC. PEOPLE PROVIDED FOR 58 PER50N5 58 x 0.20 = I I .G IN (2x35) = 70 IN (EXIT DOORS LIMIT) /0.20 = 350 PEOPLE CORRIDORS = 44 IN MINIMUM DOOPR5 = 35 IN CLEAR MAXIMUM TRAVEL D15TANCE TO EXIT WITH 5PRINKLER SYSTEM = 250 FEET MAXIMUM TRAVEL (EGRESS PATH) = 5G FEET `SEE CODE DATA ON COVER SHEET 05-04-2022 John p Digitally signed by John P Adams Date: 2022.05.04 Ada M S 17:12:35-04'00' W V) Z _0 F— C) D F— fJ7 Z 0 L) 0 Z ctP f� : ONN P'04Ri 1 s: AR95252 L ........... <M!5:t < W < S2 E V O 00 W E 00 Q o • cz Q� cz M • iY1 iii J �- LL CD YE M o d O Z � Q CD • � d • 0 0 m o �u U) i ui 'c J � W CC Q H � i!J Z Q n � z Y � S V O O n Ct a M LL.� M O 00-0 N N ©C � � u W Cy a- d V I� z f C.. w LL- Z rn If'1 (I� M M or-0 z W 0 �' J � J V I Q LLJ J co Q N :D a o J ca < W -i LL: W W Z m n MAY 4, 2022 PARTIAL LIFE 5AEETY PLAN _: = 777 G:\202 I \21 057A\Dwg\DWG\arch\RU5I-Truck Center - R 15.r\,t COPYRIGHT 2020 - hTH ARCHITECTS, INC. W d 0 DEMO EXISTING CONCRETE 1STING ING BLOCK WALL TO CREATE J\'beNEW SERVICE DOOR OPENING, SEE LOOSE LINTEL SCHEDULE Z O THIS SHEET FOR LINTEL 1= ABOVE NEW DOOR OPENING a ce V W IIa0 I 11 11 0 0 o J'7 EXISTING STORAGE NEW ELECTRICAL PANEL TO SERVICE FUTURE TENANT 2EXISTING SPRINKLERSTRUCTURE ABOVE RISER TO REMAINTING DRESSING + ROOMS O dN ON O ROOM GYPSUM 0 EXISTING SINGLE ABOVE CEILING O TENANT SPACE Ln WALLBOARD 4" Z NEW PAIR 3'-O" x 7'-0" SERVICE DOORS, LOCATION EXISTING ELECTRICAL PANEL DEMO EXISTING DOOR, FRAME, TO BE FIELD VERIFIED W/ TO REMAIN AND SERVICE TENANT I AND PARTIAL WALL TO CREATE OWNER AND EXISTING CEILING SYSTEM NEW CASED OPENING PARKING CONFIGURATION PADq 0 0METAL 3 5/8". 20-GAUGE AR95252 UDS AT EXISTING G" O.C.,TFASTENED �� ' •• STORAGE TO DECK ABOVE DEMO EXISTING ELECTRIC WATER CODLER AND REPLACE 4 7/5" DEMO PORTION OF EXISTING WITH NEW HI/LO ACCESSIBLE DEMO TWO SECTIONS OF EXISTING STOREFRONT p4 "Q © < Q E WALL R NEW ATE CCESS( SS EXISTING ELECTRIC WATER COOLER IN ORDER TO PROVIDE C[ W JCL C[ FOR NEW ACCESSIBLE TOILET NEW ENTRANCE DOOR Uj a-+ WALL -HUNG LAVATORY SOUND GATT —= >y C = AND SIDELIGHT _j INSULATION TO cc < C 3 � o DECK ABOVE ZZ = co • o 0 EXI5TIN L m n ILET 0- EXISTING EXISTING _ �- m LL STOCKROOM STORAGE BOARD C�3 W C `� • 5/8" TYPE GYPSUM LCLD DEMO EXISTING TOILET. 15TI "? "� o Q RE -USE ROUGH -INS FOR TOt WALL BASE, PER • a NEW SERVICE SINK + FINISH SCHEDULE co �, CONCRETE SLAB (D °? v DEMO EXISTING ER o E • DEMO EXISTING DOOR. WALL -HUNG SINK + TENANT 2 - 0C LL -N FUTURE MERCANTILE �f • o FRAME, AND HARDWARE SPACE `� a O N vi � TYPICAL WALL TYPE m cc EXISTING SPRINKLER I • RISER TO REMAIN DEMOLITION PLAN 05 04 2022 o SEE ENLARGED FLOOR Y z PLAN THI5 SHEET �^ NEW WALL-HUNGSINK -L-I Digitally signed C� D3 NEW HIGH/LOW ACCESSIBLE John p g Y g ELECTRIC WATEP, COOLER, EWC-I by John P Adam 54 — NEW GRAB BARS, SEE Date: 2022.05.04 — SHEET A-2 Adams ❑ Tool NEW FLOOR N10UNTED TOILET - WC -I i A CE551131_Ei NEW SERVICE SINK- MS -I 6A�6" TOILET 4Le 2'-1 NEW ONE -HOUR -RATED NEW ELECTRICAL PANEL TO SERVICE FUTURE TENANT 2 15TING DRE ING OOMS TENANT Dt]v1t5tNG WALL - SEE WALL `YI'E A DETAIL EXISTING ELECTRICAL PANEL THIS SHEET TO SERVICE TENANT I NEW PAIR 3'-O" x T-O" Nv0 \\ I t -4 0 SERVICE DOORS PASSAGE TENANT 2 - taq FUTURE MERCANTILE LL, °n SPACE PP4 ER00-0 0 F1 EXISTING PAIR 3' -0" x 7'-O" - W EXISTING I ALUMINUM * GLASS STORAGE I ENTRANCE DOOR TO REMAIN TENANT I - O PROPOSED JUJITSU STUDIO CY V EXISTING PAIR 3' -0" x 7'-0" W O I ER ALUMINUM * GLASS EXISTING ER NEW HIGH/LOW ACCESSIBLE Q ENTRANCE DOOR TO REMAIN TOILET ELECTRIC WATEP, COOLER - EWC- I O Z [� NEW ONE -HOUR -RATED ° N T —� LIt nn TENANT DEMISING WALL - rn EXISTING ELECTRICAL PANEL I �JSfL SEE WALL TYPE A DETAIL (ER m OILED \ V TO SERVICE TENANT I TH15 SHEET r NEW 3' -0" x 7-0" ACCESSIBLE ALUMINUM G1A55 TOILET ER NEW WALL -HUNG SINK- L-I W O Q ENTRAN :E DOOR W/ J i r-- -� � 51DELIGIT TO INFILL i - �I = 0 0 0 EX15TING STOREFRONT 3-7'2'--Gj� 5 5'-O PASSAGE L-- - D ROOM G DI �� Ina 0 N 0 � LA U a EXISTING NEW SERVICE SINK- MS -I cn HOUSEKEEPING 0 Z Z TOILET I TENANT I- L I'-6g" m CLOSET Q Q 0 PROPOSED JUJITSU �'^ Z J m STUDIO W J ----. i— O �CESSI c G I�ir i LL' Ln DRESSING A , W W rn -+ , V Z 0 t� _ ROOM HOUSEKEEPING I z CLOSET MAY 4, 2022 Q ------____—� ENLAINGEDfLOOK PLAN NEW WOPLAN= - N ILK Z 0 v A04 GA\202 I \2 1057A\Dwg\DWG\arch\Ru5r Truck Center - R 18.rvt COPYRIGHT 2020 - t;TH ARCHITECT'S, INC. EXISTING CEILING GRID, TILE AND LIGHTING TO REMAIN NEW CEILING GRiD, TILE AND LIGHTING TO MATCH EXISTING EXISTING CEILING GRID, TILE AND LIGHTING TO REMAIN EXTEND EXISTING CEILING GRID INTO NEW 51NKALCOVE NEW CEILING GRID, TILE AND LIGHTING TO MATCH EXISTING NEW ELECTRICAL PANEL TO SERVICE FUTURE TENANT 2 PROVIDE NEW EXIAU5T FAN TO PROVIDE A MINIMUM OF 75 CFM. VENT THROUGH EXTERIOR WALL EXISTING ELECTRICAL PANEL TO SERVICE TENANT I CONTRACTOR, SHALL TRACE CIRCUITS AND DI5CONNECT ALL CIRCUITS A550CIATED WiTH TENANT 2 SPACE. THOSE CIRCUITS WILL BE TRANSFERRED TO THE NEW ELECTRICAL PANEL PROVIDED BY THE TENANT IN THE `UTURE PHASE REUSE EXISTING EXHAU5T FAN FOR EXISTING TOILET ROOM TO SERVICE NEW HOU5EKFEPING CLOSET PROVIDE NEW DUCTWORK TAKEOFF AND DIFF5UER TO SERVE THE DPE551NG ROOM. DRE55ING ROOM SHALL BE PROVIDED WITH A MINIMUM OF 100 CFM. COORDINATE FINAL REQUIREMENT5 WITH OWNER EX15TING STORAGE PA55AGE EXISTING TOILET �51Cp1 I LFr V Ir I II CL05ET n DRE551NG ROOM CUT EXISTING CEILING GRID ON EITHER SIDE OF NEW DEM151NG WALL. REINSTALL GRD TO NEW WALL ON EACH 51DE CUT EXISTING CEILING GRID ON EITHER 51DE OF NEW DEM151NG WALL. REINSTALL GRD TO NEW WALL ON EACH 51DE PLUMBING FIXTURE SCHEDULE FIXTURE FIXTURE TYPE WASTE TRAP VENT C.W. H.W. MANUFACTURER DESCRIPTION NO. CONN. CONN. CONN. CONN, WC-i WATER CLOSET Y. INTEG. 21 it? KOHLER 161t2" RIM HEIGHT, TANKTYPE, 1.SGPF, SIPHON JET, 12' ROUGH IN, FLOOR MOUNTED ADA TANK K3979 ELONGATED BOWL, VITREOUS CHINA, 1YR WAR RANTY. K• 4636 TOILET SEAT. K-7637 ANGLE SUPPLY WITH STOP. L-1 LAVATORY 1-1t2" 1-114, 1-1tF' tit" 117, AMERICAN STANDARD DROP -IN SQUARE COUNTERTOP SELF RIMMING, VITREOUS CHINA LAVATORY, CONCEALED FRONT ADA 0521.001.020 OVERFLOW, AM STD 7075202VF05.002 V CENTER SET FAUCET, .5GPM AERATOR, 2 METAL LEVER 2HAND LIE FAUCET HANDLES, POP UP DRAIN. GRID STRAINER WITH TAILPIECE, C.P BRASS P-TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS WILOOSE KEY STOPS. INSULATE P-TRAP AND SUPPLIES WiTH'TRUEBRO' INSULATION KIT. PROVIDE POWERS LFE480 ASSE1070 TMV, EWC-1 ELECTRIC WATER COOLER 2" 1-112° 1-117, 112" ELKAY LOWER BUBBLER 36"AFF; UPPER 41°AFF. STAINLESS STEEL BODY. PRESSBAR BUBBLER AIR DUAL LEVEL EZ8TL8C COOLED HERMETICALLY SEALED CONDENSING UNIT WITH 115 HP..120V, 60 CYCLE, 1 PH. Wt REMOTECHILLER OVERLOAD PROTECTION CAPACITY TO DELIVER 8.3GPH OF 50°F. WATER WITH INLET TEMP. OF 80`F AND ROOM TEMP. OF 90°F. 1 11? RTRAP, STOP VALVE. PROVIDE MANUFACTURER RECOMMENDED CARRIER, MS-1 MOP SINK 3" 3" 1<it7' 3f4" 314" FIAT MSB 2424 24%2VOO' HIGH MOLDED STONE RECEPTOR, W1 FIAT #830-AA FAUCET MOUNTED IN WALL ABOVE FIXTURE. COMPLETE WI TH VACUUM BREAKER, HOSE THREAD OUTLET & BUCKET HOOK, INTEGRAL STOPS AND MOUNTING BRACKET. PROVIDE COMBINATION STAINLESS STEEL DOME STRAINER AND LINT BASKET, 3"CAULKED OUTLET, CAULK WITH SILICONE SEALANT AS REQUIRED WCO WALL CLEAN -OUT SEE PLAN - - ZURN Z1446 CAST IRON CLEAN -OUT TEE, DURA COATED BODY, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. DOOR 5CHEDULE DOOR NUMBER. DOOR FRAME ,IAMB TYPE LABEL HD 5ET # COMMENT5 TYPE MATERIAL. PIN15H WiDE HIGH THICK TYPE MATERIAL FIN15H DI D2 ALUMINUM ANODIZED 3'-O" 7-0" 14' F i ALUMINUM ANODIZED AL-OI i ALUMINUM 8 GLA55 DOOR TO MATCH EXI5TING 5TOR&FRONT D2 DI WOOD PAINTED 3'-0" 7' 0" I4" F2 HOLLOW METAL PAINTED HM Ol 2 MATCH EXISTING BXTHROOM DOORS TO REMAIN D3 of WOOD PAINTED 3'-O" 7'-0° i q' F2 HOLLOW METAL PAINTED HM-01 - 3 MATCH EXISTING BATHROOM DOORS TO REMAIN D4 D3 MELOW TAL PAINTED I PR 3'-0 1 7-0° 1 1,," F3 HOLLOW METAL PAINTED HM-02 1 4 MATCH EXISTING REAR DOT DOORS PER 5CHEDULE a is DI TLU5h DOOR DOOR 5CALE: 1 /4" = I'-9 MATCH EX15TING 5TOREFRONT DOORS PEY 50,EDULE I PEK SCtir-fa LE b D2 D3 ALUMINUM FLU5H DOOKS AND GLA55 fRAM E EL E ATI O N FI ALUMINUM ""Alf - ANOUr[tD ,`INISn TO MATCH M5TiNG (TYP) F2 16 GA. HOLLo'N MtTAL `itAME F'NNTtO nNiSn MV.) t F3 I C GA. HOLLOW METAL PAINTED (T'W:) ram._ HW 5ET: i (ALUMINUM STOREFRONT DOOR) Aiumirim Door Hjr,uvvare by 5 oref-or. Mar jfac5urer DeasixK M5 i 8525N I z' BS G25 AD HW 5ET: 2 (JANITOR, CL05ET DOOR) 3 lilroe5 MP579 47 x 4z L:52GD MG i Locxs::> PB 4G041.N i -EXTRA KEY 202 497 CMK MK G2G YA i Cio:dr 270 l SN- i 34 G89 YA Wail Bumper 409 U1,332D RO HW 5ET: 3 (TOILET FOOM DOOR - PRPVACY) 3 Iilrac:5 iv1PB79 4# x 42 U52GD MC Privacy 5e1 PB 4GO2LK G2G YA Cia 5er 272, 5N-134 G89 YA HW 5ET: 4 (EXTERIOR DOUBLE DOOR5) G I1irge5 MPB79 4� x 4 U52GD MC 1 Sec FFu5t; 130115 2945 U52GD RO LOCK5--t PB 4G08LN I -EXTRA KY 202 497 CMK MK G2G YA 2 Ci05er, 270, G89 YA 1 Du51 Proof 51mc 570 U52GD RO 2 Door Bo`:om 3 15 DN 351' PE 7nre5l;oiv 27, D 72' PE NOTE5: HOLLOW METAL FRAMES TO BE COLD ROLLED STEEL I G GA. �V I L/i✓ I IItll7 liLl-IIVV l71\II/ IJ/1L,il\ AT NEW WALL. REWORK GRID TO CONTINUOUS FRAME INTO NEW WALL. 5EALANT, TYP. 5EA:ANT ALUMINUM G.G. TO COORDINATE FRAME `-SEALANT G.C. TO COORDINATE FRAME (EA. 51DE - TYP.) TUBE FRAME EX15TING ALUMINUM F p WIDTH TO ACCOMMODATE (EA. 51DE - TYP.) WIDTH TO ACCOMMODATE: 1 3/4' x 4° STOREFRONT I�E ELECTE D CEILING 1N PARTITION CON5TRUCTION EXISTING CONCRETE FRAMING TO REMAINPARTITION CON5TRUCTION DOUBLE METAL 5TUD5 BLOCK WALL DOOR 5TOP Q FRAME, TYP. - �r _- n NG C� 7 r--- EXI5TING ROO - TOP UNIT L- TO REMAIN I --------J EXISTING ROOfJi- TOP UNiT I TO REMAII, -------- ro. LTJ I I I TENANT 2 - FUTURE MERCANTILE SPACE NEW ONE -HOUR -RATED TENANT DEMISING WALL CONTRACTOR TO DISCONNECT AND CAP ALL DUCTWORK CR,0551NG OR EXTENDING OVER THE NEW TENANT 5EPARATION WALL REMOVE EXISTING LIGHTS AND SALVAGE FOR RELOCATION INTO REAR OF TENANT 5PACE r-7 I I LTJ I CONTRACTOR SHALL PROVID= RECEPTACLES IN THE NEW DEM151NG WALL A5 REQUIRED BY NEC. CONNECT RECEPTACLES TO FREED CIRCUiT5 FROM THE AREA BENG REMOVED FROM THE EX15TIlNG PANEL TENANT I - OP05ED JUJITSU STUDIO PRIOR TO ANY DEMOLITION, THE CONTRACTOR SHALL TEST AND BALANCE EXISTINGAiR. HANDLING UNITS. AFTER COMPLETION OF PROJECT, REBALANCE REMAINING DiFFU5ER5/GRILLE5 TO MAINTAIN PREVIOUSLY RECORDED 5Y5TEM VALUES N* to L.zsy� I G GA. HOLLOW METAL L3f5' METAL 5TUD5 Q DOOR FRAME w/ PAINTED I G" o.c. W1$" GYPSUM FINISH, SEE 5CHFDULE5 BOARD ON EACH 51DE HEAD DETAIL SIMILAR. TYPE M M -O I- I G GA. HOLLOW METAL 2° s" GYP5UM BOARD DOOR FRAME w! PAINTED FiN15H, 5EE SCHEDULES BEAD DETAIL 51MILAR TYPE M M-02 ALUMINUM # GLA55 DOOR DOOR II TYPE AL-0 i w a C1 z 0 CL IOC U W CI O Z : ©VA P A0441j �i AR95252 UJI Q Q va � (D 0 E _ �5 Y C3 CL _ co Rz _ o L L f1 cr O W C w 0 � CD � c*i }cI�c/ d 6 �� � N W G n V L. co i i7� • d � rri " co �' 0 i • � o r a Uj Y Z C N cc DOOR JAMB D ETAI L5 5CALE: 1" = 1'-0" WV1 f» Cn LLJ TABLE 1 TABLE Z U Lateral PrIure Lat" P"w6we w swa ssw s psf 7s pd taps# shta sxua Deflecliaf s PSI 75 psf tc psf j a Depth spacing Lhnit (240 Pa) D W'P* (A84 Pa) Depth Sp+acit g L&nit (240 Pa) (36D F4 (480 Pa) Ii"n _ 1-5i8 in. 12 in. U120 11-2 (3400) 9-9 (2970) 8-10 (2690) 1-A in. 12 in. U120 13-0 (3960) 11-4 (3450) 10-4 (3i50) (41-3 min) (305 mm) U240 8-10 (2690) (41.3 min) (305 mm) U240 10-4 (3150) 9-0 (2740) U'360 U360 9-0 (2740) 16 in- U120 10-7 0230) 8.100690) 8-4 (2540) 16 in. U120 12-10680) 10-7 0230) 9.8 (2950) (406 min) U240 8.4 (2540) (406 mm) U240 9.8 (2950) 8.5 (2570) O- U360 U360 8-5(2570) 24 in. U120 9.9 (2970) 8-0 (2440) 24 in. U120 11-0 0350) 9.7 (2920 8-9 (2670) 05-04 2022 L� _ (610 mm) U240 7.11 (2410) (610 mm) U240 8-9 (2670) 7-8 (2340) - -( - U360 U360 7-8 (2340) LLIIr 2-10 in. 12 in. U120 15-1 0600) 12-4 (3760) 10-9 (3280) 2-1f2 in. 12 in. U7 20 17-9 (5410) 15-6 (4720) 13-11 0240) (63:5 min) (305 min) U240 11-11 (3630) 10-5 0180) 9-6 (2900) (63.5 min) (305 mint U240 13-11 (4240) 12-1 (3680) 10-11(3300) ( ] M r--i U360 10-5 0180) 9-1(2770) U360 12-1(3680) 10-6(3200) 9-5 (2870) tea/' LL I 1 16 in. U120 13-30040) 10-10(3300) 9-5(2570) 16 in. U120 16-5(5000) 14-4(4370) 12-10(3910) Digitally signed W (406 min) U240 i i-3 (3430) 9.10 0000) 8-11(2720) (406 rnm) U240 12.10 (3910) 11-2 0400) 10-00050) John P w v 2 r;---� r---� U360 9-10(3000) 8-70620) U360 11.20400) 9-8(2950) 8-8(2640) by John P Adams -- --- 24 in. U120 11-10 (3610) 9-8 (2950) 8-5 (2570) 24 in- U120 14.10 (4520) 13-0 (3%0) 11-7 (3530) (✓i Z (610 min) U240 10-7 (3230) 9.3 (2820) 8.5 (2570) (610 mm) U240 11-7 0530) 10.0 0050) 8.11(2720) Date: 2022.05.04 _ U360 9-3 (2820) 8-1(2460) U360 10-0 (3050) 8-7 (2620) 7-8 (2340) Adams 3-112 in. 12 in. U120 17-8 (5380) 14-3 0340) 12-5 (3780) 3-112 in. 12 in. U120 22-6 (6860) 19-8 (5990) 17-10 (5440) 17:13:31-04'00' t^ �UJI - (88.9 mm) (305 min) U240 15-4 0670) 13.3 0040) 12.0 (3660) (88.9 min) (305 min) U240 17-10 (5440) 15-6 (4720) 14-10290) �� N U360 133 0040) 11-7(3530) 10-5 0180) U360 15-6 0720) 13-7(4140) 12-4 (3760) 1� ti ' 16 in. U120 15-4 0670) i 2-5 0780) 10.9 (3280) 16 in. U120 20.8 (6300) 18-1 I5510) 16-5 (5000) (4D6 min) U240 14-4 (4370) iZ-5 0780) 10-913280) (406 mm) U240 16-5(5000) 14-3 (4340) 12-11(3940) r� - 1 w- U360 12-4 0760) 10-10 0300) 9-9 (2970) U"360 14-3 (4340) 12.6 0810) 11-4 (3450) W W 24 in. VI20 13-9 0190) 11-0 0350) 9-5 (2870) 24 in. U120 18-6 (5640) 16-2 (5840) 14-9 0500) Z U J (610 min) U240 13-5 (4090) 11-0 (33510) 9-5 (2870) (610 min) U240 14-9 (4500) 12.9 (3890) 11-7 (3530) Q U360 11-7 (3530) 10.1(3070) 9.1(2770) U360 12-9 (3890) 11-2 (3400) 10.1 0070) 0 m 4 in. 12 in. U120 19.6 (5940) 15-9 0800) 13-8 (4170) 4 in. 12 in. U120 25-1(7650) 21.11 (6680) 19-11(6070) (101.6 min) (305 mm) U240 16.5 (5000) 14-4 {43?pt 13 0 {3950) (101.6 min) (305 min) U244 14 11 (6070) 17.4 (5280) 15 8 (4780) W J U360 14-4 0370) 12-6 (3810) 11-4 0450) U360 17-4 (5280) 15-0 (4570) 13-7 (4140) I- W Q 16 in_ U120 17-2 (5231) 13 ifl (4220) 11-11('3630) i6 in. U120 23 1 p040) 20.2 (6150) 18-4 (5590) J (406 mm) U240 15-4 0670) 13-4 0060) 11-11(3630) (406 mm) U240 18-4 (5590) 15-11 (4850) 14-5 (4390) d, ( LL drn U360 13-4 (4060) 11-8 0560) 10-6 0200) U360 15-11 (4850) 13-9 (4190) 12-6 0810) z LAJ 24 in. U120 15-1 0600) 12-1(3680) 10-5 0180) 24 in. U120 20.9 (6320) 18-1(5510) 16-5 (5000) W n (610 mm) U240 14-2 (4320) 12-1 0680) 10-5 0180) (610 mm) U240 16-5 (5000) 14-3 (4340) 12-100910) U360 12A (3760) 10-9 0280) 9-9 (2970) U360 14-3 (4340) 12-4 0760) 11-2 0400) 6 in, 12 in. U120 22-10 (6960) 18-7 (5660) 16-2 (4930) 6 in. 12 in. U120 33-9 (10290) 29-6 (8990) 26-9 (8150) V MAY 4, 2022 052.4 min) (305 min) U240 22-1 (6730) 18-7 (5660) 16-2 (4930) (152.4 min) (305 mm) U240 26.9 (8150) 23.5 (7140) 21-3 (6480) U360 19-4(5890) 16.9(5110) 15.0(4570) U360 23.5(7140) 20.6(6250) 18-7(5660) 16 in. U120 19>9 (6020) 16-2 (4930) 14-014270) 16 in. U120 30-10 (9400) 27-0 (8230) 24-6 (7470) (406 min) U240 19-9 (6020) 16-2 (4930) 14-0 (4270) (406 Hain) U240 24-6 (7470) 21.4 (6500) 19.5 (5920) U360 17-11(5460) 15.7 0750) 3-10 (4220) L1360 21-4 (6500) 18-9 (5720) 17-0(5)80) 24 in. V120 16.9 (5110) 13-5 0090) 11.5 (3480) 24 in- U120 27-2 (828D) 23-10 (7260) 19-1(5820) (610 mm) L1240 16 9 (5110) 13-5 (4090) 11-5 0480) (610 min) U240 21-7 (6580) 18-10 (5740) 17-3 (5260) U360 16-9(5110) 13-5(4090) 11-5(3480) U360 18-10(5740) 16-7(5050) 15-0(4570) N1®tom t;ci:c. ara� t�tla r�ies adapicd wld, p�aruszia¢e asTM c 1ie, cap�i¢nassM. Tate baski an test rurna ned with 4/pun board aitadza wre, sarm 12" oL Ic km"• Z Appk fin 3-5S- stuff *p%K /0 V METAL STUD SPAN TABLESA05 G:\202 1 \21057A\Dwq\DWGarCh\RU5V Truck Center - RR, 18.rvt COPYRIGHT 2020 - f;TH ARCH[TECT5, INC.