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HomeMy WebLinkAbout7631 Gall Blvd (31)REFERENCE Wal-Mart #0706 LBA Zephyrhiils, FL AWARD SET 10/19/16 ARCHITECTURAL SHEET C1 — COVER SHEET DRAWING INDEX 1. Added P1.2 Plumbing Risers SHEET SP1 — PARTIAL SITE PLAN AND DETAILS DETAIL 1 — PARTIAL SITE PLAN 1. Revised extent of new concrete apron 2. Added note to refer to Civil for additional site work 3. Added new bollards at rear of Liquor Box 4. Added 3 planters 5. Revised ramp DETAIL 11 — PLANTER DETAIL 1. Added detail SHEET D1 — DEMOLITION PLAN DETAIL 1 — DEMOLITION PLAN 1. Revised extent of sidewalk removal 2. Updated note to remove bus stop 3. Added note to remove existing planter MECHANICAL SHEET P1 PLUMBING DEMOLITION PLANS DETAIL 2 — NEW GREASE INTERCEPTOR LOCATIONS 1. Revised grease interceptor block to show dual lid, for clarification. SHEET P2 — PLUMBING DETAILS DETAIL 11 — GREASE INTERCEPTOR 1. Florida approved grease interceptor detail has been revised for clarification STRUCTURAL SHEET S2 — LIQUOR BOX ROOF FRAMING PLAN AND DETAILS DETAIL 1 — LIQUOR BOX ROOF FRAMING PLAN 1. Update condensing unit load. ELECTRICAL SHEET E2 — POWER PLAN DETAIL 1 — LIQUOR BOX POWER PLAN 1. Revised charhing stations number and related note per updated civil plan. PANELBOARD "LLQ" 1. Cirquit 33,35 — Revised to be "Space". END OF DOCUMENT WAL-MART STORES, INC. Job No: 2140096 Page 1 of 1 REFERENCE Wal-Mart #0706 LBA Zephyrhiils, FL AWARD SET 10/19/16 ARCHITECTURAL SHEET C1 — COVER SHEET DRAWING INDEX 1. Added P1.2 Plumbing Risers SHEET SP1 — PARTIAL SITE PLAN AND DETAILS DETAIL 1 — PARTIAL SITE PLAN 1. Revised extent of new concrete apron 2. Added note to refer to Civil for additional site work 3. Added new bollards at rear of Liquor Box 4. Added 3 planters 5. Revised ramp DETAIL 11 — PLANTER DETAIL 1. Added detail SHEET D1 — DEMOLITION PLAN DETAIL 1 — DEMOLITION PLAN 1. Revised extent of sidewalk removal 2. Updated note to remove bus stop 3. Added note to remove existing planter MECHANICAL SHEET P1 PLUMBING DEMOLITION PLANS DETAIL 2 — NEW GREASE INTERCEPTOR LOCATIONS 1. Revised grease interceptor block to show dual lid, for clarification. SHEET P2 — PLUMBING DETAILS DETAIL 11 — GREASE INTERCEPTOR 1. Florida approved grease interceptor detail has been revised for clarification. STRUCTURAL SHEET S2 — LIQUOR BOX ROOF FRAMING PLAN AND DETAILS DETAIL 1 — LIQUOR BOX ROOF FRAMING PLAN 1. Update condensing unit load. ELECTRICAL SHEET E2 — POWER PLAN DETAIL 1 — LIQUOR BOX POWER PLAN 1. Revised charhing stations number and related note per updated civil plan. PANELBOARD "LLQ" 1. Cirquit 33,35 — Revised to be "Space". END OF DOCUMENT WAL-MART STORES, INC. Job No: 2140096 Page 1 of 1 REFERENCE Wal-Mart #0706 LBA Zephyrhiils, FL AWARD SET 10/19/16 ARCHITECTURAL SHEET C1 — COVER SHEET DRAWING INDEX 1. Added P1.2 Plumbing Risers SHEET SP1 — PARTIAL SITE PLAN AND DETAILS DETAIL 1 — PARTIAL SITE PLAN 1. Revised extent of new concrete apron 2. Added note to refer to Civil for additional site work 3. Added new bollards at rear of Liquor Box 4. Added 3 planters 5. Revised ramp DETAIL 11 — PLANTER DETAIL 1. Added detail SHEET D1 — DEMOLITION PLAN DETAIL 1 — DEMOLITION PLAN 1. Revised extent of sidewalk removal 2. Updated note to remove bus stop 3. Added note to remove existing planter MECHANICAL SHEET P1 PLUMBING DEMOLITION PLANS DETAIL 2 — NEW GREASE INTERCEPTOR LOCATIONS 1. Revised grease interceptor block to show dual lid, for clarification. SHEET P2 — PLUMBING DETAILS DETAIL 11 — GREASE INTERCEPTOR 1. Florida approved grease interceptor detail has been revised for clarification. STRUCTURAL SHEET S2 — LIQUOR BOX ROOF FRAMING PLAN AND DETAILS DETAIL 1 — LIQUOR BOX ROOF FRAMING PLAN 1. Update condensing unit load. ELECTRICAL SHEET E2 — POWER PLAN DETAIL 1 — LIQUOR BOX POWER PLAN 1. Revised charhing stations number and related note per updated civil plan. PANELBOARD "LLQ" 1. Cirquit 33,35 — Revised to be "Space". END OF DOCUMENT WAL-MART STORES, INC. Job No: 2140096 Page 1 of 1 I TYPE OF CONSTRUCTION: f5B (SPRINKLERED)J, PER SECT. 602.5 AND TABLES 601 AND 602 ALLOWABLE AREA: UNLIMITED SECTION 507.3 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE AND COMPLIES WITH SECTION 507.3. UNLIMITED AREA CRITERIA IS APPLICABLE. I I I I MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. QUESTIONS SHOULD BE DIRECTED TO 800-530-9924, OPTION 3. WIND SPEED AND DESIGN 4. THE MAXIMUM STORAGE HEIGHT IS TEN FEET. NOTICE OF ACCEPTANCE PRESSURES LISTED ON STRUCTURAL DRAWINGS 5. REFER TO SPECIFICATION SECTIONS 01600 — PRODUCT REQUIREMENTS AND SECTION 01640 — PRODUCT N.O.A. OWNER FURNISHED EQUIPMENT. THESE SECTIONS CATEGORY SUB CATEGORY EXPIRATION DATE N.O.A. # INCLUDE SPECIFIC INFORMATION REGARDING ITEMS AND SERVICES TO BE FURNISHED AND INSTALLED DOOR BY INDIVIDUALS OTHER THAN THE GENERAL Lu MAY 07, 2017 EXTERIOR 15-0826.23, CONTRACTOR. t DOOR 15-0930.05 1 AUTOMATIC DOOR APRIL 04, 2018 15-0127.07 6. CONTACT WALMART ROOFING MAINTENANCE VIA LIDING EMAIL AT ROOFPM©WAL—MART.COM FOR APPROVED BONDED ROOFERS. NO EXCEPTIONS. PANEL WALLS EIFS DECEMBER 20, 2016 15-09 9.16 VICINITY MAP 7. INSTALL 5" DIA, 48" LONG PVC TUBE WITH SCREW ' CAP FOR BUILDING ADDITION PLAN STORAGE. ROOF ROOFING DECEMBER 06 2017 12-1113.23 _ MOUNT INSIDE MAIN ELECTRICAL ROOM AS DIRECTED BY WALMART CONSTRUCTION MANAGER. STOREFRONT Y T APRIL 15, 2019 14-0430.28 ���,�: �� � � � THIS WILL BE IN ADDITION TO EXISTING TUBES. 8. REFER TO GENERAL CONTRACTOR PERMIT, O ROOF HATCH DECEMBER 02, 2019 14-0708.07 wrp R EGISTRATION, NOTIFICATION INSPECTION & y !� - �— �- - - S LLERCERTIFICATION(GCPRN) REPORT LOCATED GH P s' IN GC PERMIT INFORMATION FOLDER ON OWNER'S E� < � W DOCUMENT DELIVERY WEBSITE. PROJECT LOCATION + A ~ EFID Sep 27, 2016 IWONd alb vra I�I�w1,11, 1 Iu ash IP - ^ 1000��di ��0'00 w COVER SHEET ARCHITECTURAL: STRUCTURAL: FIRE PROTECTION: ELECTRICAL: MECHANICAL BUILDING OFFICIAL CUHACI & PETERSON, LLC JOHNSTON BURKHOLDER ASSOCIATES HENDERSON ENGINEERS, INC. CUHACI & PETERSON CUHACI & PETERSON BILL BURGESS LEIGH PAULL BART J. HALVERSON DARRELL STEIN JAISON PRADEEP MORAS JOSE J. DIAZ—VELAZQUEZ BUILDING DEPARTMENT 1925 PROSPECT AVENUE 930 CENTRAL 8345 LENEXA DRIVE, SUITE 300 1925 PROSPECT AVENUE 1925 PROSPECT AVENUE 5335 8TH STREET ORLANDO, FLORIDA 32814 KANSAS CITY, MISSOURI 64105 LENEXA, KANSAS 66214 ORLANDO, FLORIDA 32814 ORLANDO, FLORIDA 32514 ZEPHYRHILLS, FLORIDA 33542 SHEET: c 1 407-661-9100 816-421-4200 407-661-9100 407-661-9100 13-780-0020 REF PLAN TOP SOIL FILL CONCRETE SLAB 0 SE MATERIAL STRUC PLANTER DETAIL 1/2"=1'-O" 012811 SP020-024 er-vvvvv SITE PAVING CONCRETE SLAB < REF STRUCTURAL FOR REINFORCING < REF STRUCTURAL BASE MATERIAL REF STRUCTURAL SUBBASE/SUBGRADE REF STRUCTURAL PAVING SECTION 10 1 /2"=1'-O" 102811 SP010-007 > EXTERIOR FACE OF WALL > 8"x8" CONCRETE CURB WHERE SHOWN ON 8" PLAN > > NN.a > d 1/2" PRE MOLDED > a EXPANSION JOINT > AND SEALANT � N4 EPODOWELS ADHESIVEED WITH 2" EMBEDMENT SECTION 'LS AT 24" OC 1/2" PRE MOLDED > EXPANSION JOINT OUTSIDE CORNER OR } AND SEALANT EDGE OF DOOR OPENING } N WALL LINE > CONCRETE CURB > WHERE SHOWN 6" 4" ON PLAN > MATCH JOINT t LOCATIONS IN SIDEWALK PLAN CART CURB 9 3/4" = 1'-0" 072712 SP01-008 NO REINFORCING AT SIM CONDITION BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PLASTIC BOLLARD SLEEVE REF SPECIFICATIONS 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONCRETE PATTERNED CONCRETE AREA z I REF SP1 FOR LENGTH CONT 1/2" PMEJ AND SEALANT 1'-0" AROUND PATTERNED Li CONCRETE AREA TYP REF PLAN-,---)3'-0" PAVING SLOPEPF - I a ,. REINFORCING .4. 'a .... ......... - a -I 11=1Ti==iTi=1 i 1=1 i 1= I-WHEE I III BASE MATERIAL REQU RED - REF STRUCTURAL REF STRUC I I ,A II HOLD TOP OF __ CONCRETE SLAB FOOTING DOWN I III." 16" FROM =11 �` I PLACE FINISHED SURFACE FINISHED II 1= TIGHT TO BOLLARD SURFACE —II -. II ELEVATION I 18" DIAMETER FOOTING = SUBBASE/SUBGRADE =11=III=III= —II REF STRUCTURAL BO L LA R D 1 /2"=1'-O" 102612 c/sp021-010 3/4" TOOLED RADIUS EDGE PAINT ON FACE AND 6" ON TOP AS INDICATED REF SP1 BROOM FINISH TYPICAL CONCRETE SLAB PAVING REF STRUCTURAL FOR REINFORCING CROSS SLOPE NOT REF STRUCTURAL TO EXCEED 2% Z SLOPE 0 e 0A. III=III-�' BASE MATERIAL REF STRUC I �—III I C I —III � I -III III —III III— SUBBASE/SUBGRADE III �I I I„ I REF STRUC 1'-o" SIDEWALK SECTIO1 7 1/2" = 1' - 0" 012712 C/SP021-003 NOTE: SPOT ELEVATIONS AND DIMENSIONS INDICATED ARE TYPICAL UNLESS OTHERWISE NOTED ON 1-SP1 99.92' O O --1f ----, 0 U i 100.00' I I D 1'-4" 1'-2" CONT 1/2" PMEJ SINGLE DOOR DOUBLE DOOR AND SEALANT AT STOOP NOTE: REF STRUC FOR SECTION STOOP PLANS TYPICAL 1/8" = 1' - 0" 103108 SP010-006 #4x18" SMOOTH DOWEL AT 18" OC EPDXY SET 8" MIN INTO EXISTING CONCRETE EXPANSION CAP AND GREASE END OF DOWEL AT NEW CONCRETE JOINT SEALANT ON 1/2" EXPANSION FILLER 4" CONCRETE SLAB EXISTING FLATWORK - - - - - -------- -4 f AGGREGATE BASE SAWCUT AND REMOVE REF SPEC EXISTING CONCRETE SLAB TO PROVIDE CLEAN EDGE FLATWORK JOINT 5 3/4" = 1'-0" SP010-005 PLASTIC BOLLARD SLEEVE. REF SPECS 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP PAVING OR CONCRETE SLAB 1/2" PMEJ AND SEALANT 18" DIAMETER CONCRETE FOOTING BOLLARD DETAIL 1/2" = 1'-0" 062510 SP010-004 1/4" DEEP SEALANT AND BACKER „ ROD OR DEPTH AS RECOMMENDED BY w 1 MANUFACTURER Y 7 CONTRACTION JOINT FOR METHOD ° REF SPECS m Q p d . NOTE: FILL ALL EXTERIOR CONTRACTION JOINTS. REF SPECS AGGREGATE BASE REF SPEC EXTERIOR SIDEWALK/ 1 PAVING CONTRACTION JOINT, J i,z = i—o esxsic .POI. -0... lO EXISTING PAVING PMEJ AND SEALANT CONCRETE SLAB EXTERIOR FACE OF WALL } BROOM FINISH TYPICAL CROSS SLOPE NOT TO EXCEED 1% REF PLAN 11 SLOPE d: 'a - n II=III-III- BASE MATERIAL II� III II II III=_II'�I REF STRUC — SUBBASE/SUBGRADE -11I III —III III REF STRUC -iii CONT 1/2" PMEJ AND SEALANT - CONT 1/2" PMEJ AND SEALANT AROUND PATTERNED CONCRETE AREA SIDEWALK SEC1 2 1/2" = 1'-0" 012910 d 4 '9 d d d d . d 4 d d d 99.88' REF CIVIL FOR 100.00' ADDITIONAL SCOPE Q OF WORK. 48' 5.02 TYP � d _00 • -d - a d NEW PLANTER. REF 11TYSP CIVIL FOR EXTENTS AND ADDITIONAL d d INFORMATION . d 4 d A< 16 a - - d ' v 4/1 Q � w U Q r C/) co d d � NEW PLANTER. REF .� d CIVIL FOR EXTENTS AND ADDITIONAL INFORMATION L1. 0 CD 00 C N C/) cf) m m ' d . d d. d d .4 a d d n J SHEET NOTES 1. ALL CONCRETE STOOPS SLOPE 2% AWAY FROM BUILDING. SLOPE SURROUNDING GRADE 5.0% MAXIMUM TO MEET FLUSH WITH FRONT AND SIDE EDGES OF EACH CONCRETE STOOP 2. ALIGN NEW SIDEWALK JOINTS WITH EXISTING UNO 3. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED REF SPECS 4. REF SHEET A1.1 FOR SCHEDULE FINISH KEY _.. 102612 C SPO10-KN KEYNOTES 0 3.01 CONCRETE STOOP, REF STRUCT 5.01 6" PIPE BOLLARD WITH BLUE PLASTIC SLEEVE (HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE) REF 4-SP1 5.02 PAINTED 6" PIPE BOLLARD (HEIGHT NOTED BESIDE KEYNOTE) -�� 7.09 METAL DOWNSPOUT, PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE) a C �- 40' - 8" 7'-2" 7'-2" 6'-7" 6'-7" 13'-2" 0 � I :.. FV FV FV FV FV01 (2) EQ @ SPACES �1 cn REF 6- P� ------ ---- - L 4J -L I' o w vu) FP 48" I 00 d::Xf TYP 2, 6 > --=--- --==----------- - ---�- -- d Q I © I d .3-SP1 TYP y t ....... .... 6»X6» ........ 7.09 ...............- r— TYP...... ...... ............. .............. - - . . . . . . . . . . . . . . . . . . . . . ........ . . . . . . . . . . - -- -- - - - - -- . . . . . . . . . . . . . . . . . I .............. . . . . . ❑ d� -- - - - -- -- - -- - ........ . . . . . . . . . . . . . . . . . . . . . -_ ld ......... ❑ ❑ 11-SP .. ........... ........ ... d /� .... . . . . . . . . . . . . dQTE;� ARCHITECTURAL FINISH ............. . . . . . FLOOR = . ......... . . . . . . . . . . . d i �' Q . . . CIVIL FINISH FLOOR Q ALL EXTERIOR DOORS . . . . - UN0 . . ... ... �p a I....... .. ............ .� ...... ........ ........ . ........- d ................ .................................... ....... d a 7-SP1 5-S TYP ,� d TYP d d 4 11-SP ..................... 4 d .......... ............ ........... 100.00' d d 3 X . . . . . . REF- 6=SP1 7:0 -- 3.01 . d Ti'P 11'-11" 11'-11" d Q d �� d I I I I a Q 0.1 48'a i' 4, d . G o d_.✓e _ d d d d d 5'-3" �r5'-6" _ 3TYP 1 d d 22 6' 16-1." 11'-4". �} 9'-2" '< d6'-0" (2) EQ SPACES (2) E SPACE gg 88' © FV MATCH EXIST a a ' d Lead Q a 58'-6."d da 4 rn d d < d ` FV . d d rn d • a � a� 4 d d o d a d d d a I d IV) 10'-0" 11'-8" 10'-10" 15'-0" 11'-11" 15-2" 74'-6" PARTIAL SITE PLAT 1 1 /16"=1'-0" 020714 SP010-001-f 0 N MATCH EXIST rn I > 0 0 � N O � C 8 N Cb o'3 s U LU 0�x w WWo rn � � 4; o z w o w rLn�� S0000� af !'Q e zofk zw Q S� U O w= Z Q N w aw ~oa-'�w�vgz�zF w r 3 z Q J w. =6 E L� a� r¢p�Ua�¢� Xp J Z � W No fnnw¢3XNWo?Q} z QW �'•N Q W(n 0 3c��w d O�p�w�zamr¢ w zo oCcCww o ly Q Z�J�NOFw-(nU�J�0U1z J Q¢Jo fn�VwrNW-0 no>-uj wOmwwwzwm ¢� z P Nwam:,zHtowL100�a0>- N II-�NOUOv=ia�xaaWOa2 z Q V) z 0 0 z O 0 O rE-i A 0 0 0 O O O � O � �--� O � z W 0 ��--a F- o Q--� U) CQ N w GA 0 i CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 PARTIAL SITE PLAN AND DETAILS SHEET: SP1 LLJ w wwo U) �OWW, ' 0<zLxn � � Z�F ZwNV-wz3 LLI WFNlwiX <2'0w�aa r wPJ zLw02WJ ¢niwx Of0- rOQJ2wNUOZRF- O wr 3z ¢ Jw�r00 li aN }aOrZ��`t�w�ro J Z ¢ �_ ' O 3U�w�00"rw'w_Z,nw, C9a w8 00w OUw O� ~ ZN,5<�jOrNO�J�ONO J SQJO� N Uw}fnw-U wz=�OJoL�WU-w0Uw DOm-Fw- a�O�,�j�aZ�s�m F Nwazw�Oww00cD¢O>- � ��nwi�awo-Daaawoa� z 0 O D,^ F A � `-/ V A V 1 c0 O � CD � ........... O �z w 0 O � o A --a u CQ L� w z ai 0 CHECKED BY: LP DRAWN BY: JP PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 DEMOLITION PLAN SHEET: Dl 0 O I (n J Q w 0 z Q z Q J n 0 z_ a w 0 0 ry x 0 m ry 0 D cy J N (n I 0 0 m 0 z Q ry a Q m J I O 0 0 0 Ln fM Q I 0 0 �r__ 00 U / w 0 I Qo 0 % U �0 �cr o w EXISTING 8" CMU SOAP CIVIL jk REF AR( BOS EL W8x24; BEAR 8" ON FIRST FULL CELL ADJACENT TO OPENING; FULLY GROUT CMU TO FOUNDATION AND PROVIDE (2) 3/4" DIA x 7" EMBED ABs (3" PROJ) IN SHORT SLOTTED HOLES, TYP EACH END STEEL LINTEL AT NEW OPNG �Z7�3/4"=V-O" 073109 4-02 PROVIDE 1/2" DIA BOLTS REF ROOF DIAPHRAGM GRID AS REQD BY OSHA/SJI CONNECTION DIAGRAM AND AT COLUMN SCHEDULE FOR ATTACHMENT TYPE, SIZE AND SPACING (2) 3/4" DIA ERECTION BOLTS ON 5" GA AT TYP 1/4 3 EACH JOIST GIRDER 1/4 3 3/4" 1 CAP PLATE 4 SIDES 1 /41 I1 1 1I WELD NEAR SIDE 3 16 3 I 2" TYP BOTTOM HALF AND / 1 1 11" TYP FAR SIDE UPPER 3/16 3 1 HALF TYP 1 I - I � I 1 I I 1 I I I 13/16" DIA HOLE FOR GUYING i JOIST STABILIZER WELD NEAR SIDE i PLATE 1/2"x6"x0'-6"; BOTTOM HALF AND 3/16 3 DO NOT WELD JOIST FAR SIDE UPPER 3/16 3 1 TO PLATE, TYP HALF TYP STABILIZER PLATE 1/2"x6"x0'-6"; DO NOT WELD JOIST GIRDER TO PLATE, TYP -IN r` JOIST GIRDER AT COLUMN 3/4" = 1'-0" 112505 s5-008 SPLICE CONT STEEL MEMBER WITH CONT PLATE, REF 11-S3 FOR SPLICE PLATE A.9 CL JOIST REF PLAN FOR NUMBER OF JOIST SPACES REF 5-S2 FOR CONT ANGLE I L H S = L SPLICE ANGLE TO 1 TUBE 3/16 I 3 16 3/16 2 EA JOIST 2 __- --- ---__.._._..__._._.._.._.._..__.. ..... ...........-----._._._.__-- REF ROOF DIAPHRAGM CONNECTION DIAGRAM -::.. CL �0 1 AND SCHEDULE FOR DECK ! 3" JOIST ATTACHMENT TYPE, SIZE ,3/16 1. 1 4„ 4„ a AND SPACING 3/16 - ------ - ---- ._...._ ___ _1 ] TYP TYP 00 I 4" I TYP 40 JST BRG EACH 3/16 777= --- 1 8 2 JOIST 1 /8 V 2 ,...... ... - -_- ___ _. HSS2 1/ 2 1/2x3/16 WITH REF ROOF FRAMING PLAN 1 3/16"x14' CONT PLATE IV TO BOND BEAM EL AND JBE 1 1 BOND BEAM WITH (1) PROVIDE HSS2 1 /2x2 1 /2x3/16 x 0'-8" _- -..-._ REF 6-S2 FOR 5 CONT FULLY GROUT L3x2 2x1 4 / FOR SUPPORT OF CONT ANGLE; CENTER i CAP PLATE 8" BELOW BOND BEAM (LLH) NT ON JOIST GIRDER 1 I PROVIDE #3 WITH ACI JOIST GIRDER I REF 6-S2 FOR STABILIZER PLATE STANDARD 180' HOOK AT EA -- VERT; REF 5-S3 FOR LAP i i REF ROOF DIAPHRAGM CONNECTION REF 2-S2 FOR _'' _ _-- i DIAGRAM AND SCHEDULE FOR DECK BRG PL AT EA JST f ATTACHMENT TYPE AND SIZE; LOCATE AT REF 2-S1 FOR i 1 6" OC AT TWO DECK FLUTES AT PLATE CMU WALL JOIST 3/4"=1'-0" 0.9 REF PLAN REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE, AND I SPACING I I ]FA 3/16 TYP EA JOIST I L5x3x1 /4 (LLV) CONT WITH 1/2" DIA ALL -THREAD RODS AT 32" OC IN 2 1/2" - . PROVIDE 2 1 /2" MIN LONG VERT SLOTTED HOLE; REF 11-S3 I I BRG LENGTH SECURITY STRAP BY GC: FOR SPLICE; DRILL AND EMBED 4 1/2" 1. 3/4" WIDE 24 GAGE GALVANIZED STEEL STRAP WITH INTO GROUTED CMU WITH HILTI HIT-HY 70 I ALTERNATING 1/4" AND 3/16" DIAMETER HOLES. ADHESIVE; CENTER BOLT IN SLOT, HAND 1 2. SHALL BE LONG ENOUGH TO PREVENT SHARP TIGHTEN NUT AND DAMAGE THREADS BENDS WITHOUT EXCESSIVE SLACK. /8 2 3. SHALL NOT BEAR ON CONDUIT, CABLES, ETC. I REF ROOF FRAMING PLAN � m JBE _.:::::::__: JOIST WEB - z z Q -IN MEMBER N cn �---� JOIST r7I� o PROVIDE 12" MIN GROUT COVER ON -- BOTTOM o ALL SIDES OF ANCHOR; GROUT I SECURITY CHORD w SHALL BE CURED FOR 7 DAYS STRAP - PRIOR TO INSTALLING ANCHOR -- - 0 - I SCREWS BY GC: cw BOTTOM SELF DRILLING S-MD PER JOIST CHORD I 12-14x3/4" HWH #3 ERECTION 1 BRACE i HILTI KWIK-PRO OR DRAWINGS EQUAL. MINIMUM END PER JOIST SECTION DISTANCE = 3/4" (1) 3/4" DIA A307 SAFETY BOLTf _- - ERECTION SNUG TIGHTENED AFTER BRACE HAS 1 DRAWINGS BEEN WELDED (REF JOIST ERECTI�BE PROVIDE 1/2" DIA BOLTS DRAWINGS) SAFETY BOLT SHALL l AS REQD BY OSHA/SJI INSTALLED -NO EXCEPTIONS PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQUIRED BY SJI; WELD EXIST CMU WALL EACH END AS REQUIRED BY SJI (BRACE TO REMAIN SHALL BE DESIGNED AS REQUIRED BY SJI TO CARRY BOTH APPLICABLE TENSION AND COMPRESSION FORCES) 1111111111110, ' JOIST GIRDER AT EXISTING WALL. " 3/4" = 1'-O" v 0.9 1 I 40'-8" I 6" CMU CONTROL JOINT 20'-0" 20'-8" 7-S2 I i� REF ARCH FOR DETAILS I 2 N m Cp ( N O 1 N N 1 cN -S'�T o�TRANSFORMER REF-T-FOf� - - - SUPPORT, r REF 8-S2 FOR CONT ANGLE PROVIDE JST BOT CHORD SUPPORT TUBE LOCATED 6" FROM EXTENSION AS REQD OF COLUMN ON JOIST GIRDER UNIT 23 -3�✓f ' UNIT 3'-10"f �< I 1 CONDENSING ; 00 04 _ . N I UNIT a0 00 N Ld I f EXISTING CONDENSING Lo CMU WALL 1 Et UNIT o N Li N 11, 1 1 /2"x22 GA ROOF HATCH REF ARCH FOR PAINTED MTL ROOF DECK; REF 6-S3 /2 LOATION, REF 7-S3 FOR FOR ATTACHMENTS OPENING SUPPORT FRAMING N acn [;- - - - B 4.. ~ (o DESIGN JOIST FOR AN Y ADDITIONAL CONCENTRATED LOAD APPLIED TO CHORD WHERE N 00 01) o II 00 ocn Ld I OD lo U N CIS! Q 00a cn wo' 9-S2 Lo NEW 10 TON RTU N 10'-11 "f to SHOWN BY THE (*) ON PLAN ( RTU: 600# CONDENSING UNIT: 200# 3 TRANSFORMER: 250 5-S2 ;------- ol UNIT- N r� REF 9-S3 FOR EMBED PL AT B 48" OC CENTERED ON TOP o EDGE OF CONT STEEL MEMBER EXIST ANGLE j TO REMAIN - �t N I EXIST DECK T A II REMAIN - 4„ o cn EACH ............................. o I I v EXHAUST FAN; N �I co EMBED - N w Y REF 7-S3 FOR C° 1 Alk REF ARCH 3 16 4 JST a� a 00 cn IMF TOM EL 3/16 4 TYP - - - REF ARCH BRG SUPPORT FRAMING � ao N `� } TOM EL REF ROOF DIAPHRAGM CONNECTION w REF 2-S1 FOR DIAGRAM AND SCHEDULE FOR DECK l CMU WALL ATTACHMENT TYPE, SIZE AND SPACING REF 9-S3 FOR EMBED PL 3 1 6N 4 TYP EA I1 EQUALLY SPACED BETWEEN v3/16 4 EMBED WELDED X-BRIDGING (NOT JOISTS CENTERED ON VERT X. REQD AT UPLIFT BRIDGING) 1 LEG OF CONT STEEL ANGLE REF ROOF DIAPHRAGM CONNECTION 00 00 DIAGRAM AND SCHEDULE FOR DECK �, o OH N = ci m �i N N cv ATTACHMENT TYPE, SIZE AND SPACING REF ROOF FRAMING PLAN 4-S2.1 �' 0 (" (" N i 4-S2.1 I IRV TO BOND BEAM EL - BL BOND BEAM WITH (1) L3x3x1 /4 CONT; ATTACH TO 1 8 2 TYP {. #5 CONT; FULLY GROUT 1 = CMU WALL WITH 1/2" DIA 1/8 2 3 16 EACH _� `n `� `� `� `n o_ 16" ABOVE AND 8" _ ALL -THREAD RODS AT 32" OC; JOIST z ¢ N X X X x x I BELOW BOND BEAM O w ` N 00 00 00 00 00 in EXIST JOIST DRILL AND EMBED 4 1 /2 INTO o 1 HSS8x4x1 /4 0 U 0 U 0 REF ROOF FRAMING PLAN - BRIDGING AS REQD TO REMAIN ; : GROUTED CMU WITH HILTI J - - o m JBE o HSS8x4x1/4 L3x3x1 4 CONT; BY SJI TYP HIT-HY 70 ADHESIVE L3x3x1/4 CONT; REF Of 0 " / w 2'- HSS8x4x1 /4 REF 11-S3 FOR SPLICE -------------- BOND BEAM WITH 1 5 CONT; �� ~ " „ () # _ 11-S3 FOR SPLICE N »N o = } TIE ROD AND 2 EQ SPACES 4'-8 7 -4 { FULLY GROUT 24 ABOVE AND 8" BELOW BOND BEAM 1 3/4" 3 1 /4 j Q CHANNEL SPACING = 12 -9 10" { REF PLAN FOR U w a NEW MTL DECK 1 2" DIA SLEEVE ANCHOR 1/8 20'-0" BM 29'-4" L { \ / PROVIDE 12" MIN GROUT COVER ON CMU CONTROL JOINT BM \FURNISHED BY CONTRACTOR o _ REF ARCH FOR DETAILS ALL SIDES OF ANCHOR; GROUT � SHALL BE CURED FOR 7 DAYS BRG PL 3/8"x5"x0'-10" WITH (2) 1/2" DIA N �.� EXIST CMU WALL PRIOR TO INSTALLING ANCHOR x 5" HSA AT EA JST (LOCATE INSIDE EDGE \ 49 -4 / TO REMAIN OF PL 1/2" FROM INSIDE FACE OF WALL) REF 2-S1 FOR N \ / �:__:::::::....::: CMU WALL ANGLE FURNISHED NOTE: o O ` BY JOIST SUPPLIER - 'I LOCATE VERTICAL CMU WALL REINFORCING I I REQUIRED AT UPLIFT IN ADJACENT CELL WHEN INTERRUPTED m m BRIDGING ONLY BY JOIST; PROVIDE LAP SPLICE (REF � � r NEWDECK 5-S3) ABOVE AND BELOW JOIST. DECK BEARING AT CMU WALL. AT EXIST WALL. % JOIST BEARING AT CMU WALL LIQUOR BOX ROOF FRAMING PLAN 4 3/4„ = 1'-0" 3 3/4" = 1'-O" ` 3/4"=1'-0" O J U M .,..{ 44 U � a U Ld W W w 0 W o O � H Z O D O� NZ'MF ZWfn HLd wz3 LU F ~ N S W a s V O O p J as ~~agOf oovLLllwoaN� O ��z a.2Foo L� a >aOHz�a?w�FO J (n (n to Ld Xtn WOO�a> Z a w D O 3W�wonooLaMwWaoa 5R Ja=oZBFZwJ��o Xo EL woLLI a:wazLA i�m (n Wi0ocDwaawoa2 CHECKED BY: BJH DRAWN BY: CMID PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 rJBAROJ#: 1435000706 4am s��ao - 11 �X\ol = J F .�,�63�93i8�c LIQUOR BOX ROOF FRAMING PLAN AND DETAILS SHEET: S2 CONNECT 1-1/2"G EXISTING 1-1 /4"G el NEW 1000 GALLON GREASE INTERCEPTOR 011 P2 00 4 I 0 LO NEW 1000 GALLON GREASE INTERCEPTOR 11 P2 MPLING PORT TYP OF 2 7 6 NEV M1 ME GAS METER RELOCATION PLAN ., .�...............�.....,...- ..—._..._� E �...,,...,.......,...,...... ..w.—_ .. ......,..... ."�.._.m _a,.-.®....._.,. .,._......—_m...m,.,.......� .�,..,...._.. ..� .• �.,_. ,.....'.,':.v....,,:":,�_.._._ .�.:..,.�:....�... "". ........_ ®...,......,._..®,,. .,,.,._.,_�...-.,._®,._. .......,..,._,._....,..,..,.,.__g...,..,_..,�.... ..,.,. ...—.....,�..._...�_............r........_.;..... _......�.._...,._._.. �....__...�.,, r - __ ...,., ......,... .,. ... M_..._.. ... ..�..... : :�.-m.�:Om.:".".. m.w.,...', .- _ _......';�...., .,�......_._.,� ,,�,....... -_....-�- 06161 O ci C 7'-3» YCO6 - 4"GW TYP) 4"SS GW RE-ROUTE EXISTING GREASE WASTE TO NEW GREASE INTERCEPTOR LOCATION 15.411 2" VENT BELOW GRADE ®2" VENT BELOW GRADE NEW GREASE INTERCEPTOR LOCA 1 /4" = 1'-O" 0 TIONS -4" ETR 15.422 EDC 3"VTR ETR 15.422 .. 3CS ETR 4�IT SS - ----� HS ETR DEMO EXISTING GREASE INTERCEPTOR, SAMPLING PORTS, AND YARD CLEA REMOVE EXISTING PIPINC SHOWN HATCHED. DEMO EXISTING GREASE INTERCEPTOR, SAMPLING PORTS, AND YARD CLEAP REMOVE EXISTING PIPING SHOWN HATCHED. J - 4" ETR 15.422 EDC _.......- ....... --� 3"VTR ETR 15.422 I I I I I� �ll J 3CS ETR Q „4" ETR 15.422 SS_ Z — � i I (S.-I HS ETR 0 GREASE INTERCEPTOR DEMOLITION 1 /4" = 1'-O" a ■ Q�o Ud! c�II yap �•�U aw W o •� 0cd m 60 Qw3 LLI W W L' 0 � zw� wa3 W �, �Nw� QS'ou-o [If Li ¢ww=1Z. Q N O Www��0o W0uOf zprZ - z V) jLw¢§Qv,woN¢r O 3v�ow��o�w-zaof caw zo�wO��Uw o� f— ZValV ¢< jOrtnOW— z JQ¢_jX�wN=wL �wv,0 oz fOmUwwUXwLL, LLJ o�ca F-Ld wW,nw-z3LL, 1= Nwdzr0ww00 <0} ��NC-)0 V=,aD�aawoa- z 0 0 O a © cmcr 0 as O O O � z Li O a' O I- o 0 -4 r� L� w w z 0 ISSUE BLOCK Al PR#1 08/22/14 0 ADD#4 09/09/16 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 No, 784 TATE OF 44i� 0NAL IE Oct 19, 2016 PLUMBING DEMOLITION PLANS SHEET: p 1 HOT WATER INSTALL THERMOMETER RECIRCULATION TO SET BALL VALVE _ MAIN - THERMOMETER TEE FITTING REDUCER) PIPE FULL PORT BALL VALVE, W/ INSULATION LOCKING HANDLE, 1 PIPE SIZE SMALLER THAN LINE SIZE. ADJUST BALL VALVE TO MAINTAIN A 5°F DROP IN HOT WATER LOOP. PERMANENTLY MARK BALL VALVE SETPOINT. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. BALANCING VALVE ASSEMBLY NTS 11/06/13 PLUM82-17 NOTE: THIS DETAIL APPLIES ONLY TO KEYNOTED RESTROOM FLOOR DRAINS AND SHALL NOT BE USED FOR DRAINS AND CLEANOUTS ON THE SALES FLOOR SQUARE TOP FLOOR DRAIN DO NOT SLOPE FLOOR TO DRAIN. FLOOR d' e d e IF FLOOR IS TO HAVE TILE, SET TOP OF DRAIN TO BE FLUSH WITH TOP OF TILE. COORDINATE FINISH TILE ELEVATION WITH GENERAL CONTRACTOR. TILE ON MORTAR BED (WHERE TILE IS INDICATED ON ARCHITECTURAL FLOOR FINISH PLAN) FLOOR DRAIN BODY WITH 3" OUTLET (CAULK OR PUSH -ON), MEMBRANE CLAMPING COLLAR DEEP -SEAL P-TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. E)�RPEN FL06/01 /07 PLUMB2-5 11 A All IrA /'DTI InrNcl CONTRACTOR SHALL FURNISH AND INSTALL (1) PROCEPTOR MODEL GMC 1250 FL CONTACT: QUOTATIONS DEPARTMENT GREEN TURTLE AMERICA 2709 WATER RIDGE PARKWAY, SUITE 410, CHARLOTTE, NC, 28217. 1-877-428-8187 MANUFACTURER'S EXTENSION COLLAR TO SUIT DEPTH OF INTERCEPTOR TYP SLOPE PAVEMENT OR GRADE AWAY FROM SLAB 3" VENT CONNECTION TYP SEAL WATER TIGHT WITH FIBERGLASS SIKAFLEX CAULKING ADHESIVE TYP -� INLET LIQUID LEVEL a. d N NOTES: 1. INSTALL INTERCEPTOR PER MANUFACTURER INSTRUCTIONS. 2. PROVIDE INTERCEPTOR INSTALLATION THAT COMPLIES WITH AASHTO H-20 LOAD RATING. 3. FROST LINE DEPTH TAKES PRECEDENCE OVER MINIMUM BURIAL DEPTH. CONTACT MANUFACTURER IF FROST LINE IS DEEPER THAN THE MAX DEPTH. BEFORE INSTALLING, VERIFY THE INVERT WILL WORK AT THE CONNECTION TO CIVIL LINE WHILE MAINTAINING PROPER SLOPE. 4. PROVIDE SAMPLING PORT, REFER TO PLUMBING PLAN FOR LOCATION. 5. REFER TO PLUMBING PLAN FOR PIPE SIZES. 6. NO SUBSTITUTIONS ALLOWED. 7. COORDINATE INSTALLATION DEPTH OF INTERCEPTOR WITH MANUFACTURER PRIOR TO ORDER TO VERIFY THE NEED FOR REINFORCEMENT OF TANK AND COLLAR WHEN UNIT INLET PIPE IS TO BE INSTALLED AT A DEPTH GREATER THAN 6 FT. 8. GREASE TRAP EFFLUENT BAFFLE PIPE NEEDS TO BE SIX INCHES FROM BOTTOM OF TANK. ( 010 EASE I NTERCE 1"�GR HOT WATER RECIRCULATION BRANCH UNION--\ PIPE INSULATI TYPICAL FULL -PORT '— CHECK VALVE BALL TYPE STRAINER FLOW CONTROL VALVE; REFER SHUT-OFF VALVE TO FLOOR PLANS AND SCHEDULES FOR FLOW RATE AND PIPE SIZE. REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. MAKE CONNECTIONS AND PROVIDE INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. ARRANGEMENT SHOWN IS SCHEMATIC: PROVIDE REDUCERS AND ADAPTERS AS REQUIRED. FLOW CONTROL VALVE TRAI 8 NTS 11/05/13 PLUMB2-16 nrT T�� ')F HUB DRAIN 1 1/2" ISHED FLOOR. =P-SEAL P-TRAP LOCATE HUB DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. HUB DRAIN 4 NTS O4.28.06 PLUMB2-7 NTS VENT PORTS TYP OF 2 YCO, HOLD TIGHT TO INTERCEPTOR TYP OF 2 OUTLET r MANUFACTURER'S 24" COVER, GASKETED AND AASHTO H-20 LOAD RATED TYP —MANWAY/INSPECTION PORT TYP OF 4 r-REINFORCED CONCRETE RELIEVING SLAB REF STRUCTURAL f--YCO, HOLD TIGHT TO INTERCEPTOR TYP OF 2 OUTLET F COMBINATION WYE AND 1/8 BEND TYP OF 2 COMPACTED GRAVEL BACKFILL FIBERGLASS REINFORCED PLASTIC TANK CONCRETE EXTENDED AROUND TANKS REF STRUCTURAL BED OF COMPACTED GRAVEL BACKFILL REF STRUCTURAL INSTALL SECOND TANK 2" LOWER TO MATCH OUTLET OF FIRST TANK 200 09.10.10 IPC PLUMB2.12-4 FINISHED GRADE 16" SQUARE CONCRETE PAD TROWEL TOP SMOOTH AND EDGE. OMIT IF IN SIDEWALK YARD CLEANOUT i NTS 06.29.01 YCO PLUMB2-3 EXPOSED VENT PROVIDE LEAD SHEETING f f PIPE THRU ROOF AROUND EXPOSED VENT SHALL BE PVC. ABOVE FLASHING. TURN DOWN INTO PIPE OPENING. HEIGHT ABOVE ROOF CLAMP SHALL EXCEED LOCAL VENT FLASHING SHALL BE MAXIMUM SNOW DEPTH PER ROOF MANUFACTURER'S (CONTRACTOR SHALL AND ROOFING VERIFY), 12" MINIMUM. CONTRACTOR'S RECOMMENDATION. ROOF INSULATION ROOF DECK CORE DRILL ROOF OR ANCHOR PIPE TO ROOF PROVIDE SLEEVE IF DECK WITH U-BOLT AROUND REQUIRED BY TYPE OF PIPE AND ANGLE IRON ROOF DECK. PROVIDE WELDED OR SCREWED TO FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. PIPE AND SLEEVE OR DECK. MINIMUM 12" BELOW ROOF PROVIDE PIPE INCREASER PIPE CONNECTORS SUITABLE IF/WHERE CODE REQUIRES A FOR TYPE OF PIPE USED MINIMUM 3 VENT THRU ROOF. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. 3 VLIV 1 11 11 1 NTS 06/01 /07 PLUMB2-10 ALL DRAINS AND CLEANOUTS ON THE SALES FLOOR SHALL BE FLUSH WITH THE TOP OF CONCRETE SLAB; DO NOT SLOPE FLOOR TO THESE DRAINS CASE CONDENSATE DRAIN REF REFRIGERATION. PROVIDE AIR GAP. e e ° d d d ° d ACCESS TO CONDENSATE DRAIN IS THRU REMOVABLE PANEL ON FRONT OF REFRIGERATED CASE /-REFRIGERATED CASE KICKPLATE FLOOR Ad G a d.°. a ' FLOOR DRAIN BODY PIPE INCREASER FOR COMBINATION WASTE & VENT DEEP -SEAL P-TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN 000 REFRIGERATED CASE DRAIN- 10 NTS O4.28.06 PLUMB2-8 GRADE OR FLOOR SLAB TRENCH AND LASTIC BACKFILL PJj a 4 d PER SPECS. LINE MARKER PIPE WARNING BUILDING FOOTING \ TAPE OR FOUNDATION (EXTERIOR BEWARE OF UNDERMINING BUILDING TO FOUNDATIONS. VERIFY WITH THE BUILDING.) ARCHITECT HOW CLOSE YOU MAY \ TRENCH TO THE FOUNDATIONS. PIPE PARALLEL TO FOOTING CONCRETE FLOOR SLAB GRADE, PAVING, OR FLOOR. e PROVIDE PVC SLEEVE FOR ALL NO PIPE SHALZ"< FOUNDATION WALL PENETRATIONS. PASS THROUG FOOTING PAD.VERIFY WITH ARCHITECT WHAT PLUMBINGTO DO IF PIPE MUST PASS CONTRACTORBELOW FOUNDATION FOOTING IS PAD. DO NOT TRENCH UNDER RESPONSIBLEDRIP LINE OF TREES. FOR LOCATION AND ELEVATIOANSVERSE TO FOOTING OF SLEEVES. VERIFY EXCAVATION CONDITIONS (SOIL/ROCK) WITH GEOTECHNICAL REPORT AND/OR SITE INVESTIGATION. REFER TO SPECS FOR OTHER CONDITIONS. PIPE AND TRENCH LOCATION 6 NTS 06/01/07 PLUMB2.15-3 PIPE MAY EXTEND AS WASTE OR VENT. PROVIDE CLEANOUT TEE COLUMN OR WITH SCREWED COUNTER- PARTITION SUNK ABS PLASTIC PLUG: AS SHOWN TAPERED -THREAD WITH ON FLOOR TFE JOINT COMPOUND. --]PLAN, WHERE CLEANOUT TEE IS CONCEALED IN A CLEANOUT CHASE OR PARTITION, FACE SHALL PROVIDE A ROUND 18 BE WITHIN GAUGE STAINLESS 4" OF WALL STEEL COVER WITH SURFACE. BEVELED EDGES AND PROVIDE FLATHEAD MACHINE XTENSION SCREW. F REQUIRED. dCONCRETE 4JfT HUB AT FLOO PLUMBING FLOOR RISER LENG SCHEDULESLAB AS REQUIREECIFICATIONSRTHERWLONG SWEEP AT END OF ATION.OR COMBINATION WYE AN EIGHTH BEND IN DIRECTION RUN OF LINE. 3 -00 OF FLOW PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT NTS 06/01 /07 PLUM132-2 PLUMBING SYMBOLS SS SANITARY SEWER GW GREASE WASTE OW OIL WASTE ST STORM SEWER RD ROOF DRAIN LINE ORD OVERFLOW ROOF DRAIN LINE - DOMESTIC COLD WATER - - DOMESTIC HOT WATER - - - DOMESTIC HOT WATER RETURN IW IRRIGATION WATER T TEPID OR TEMPERED WATER F FILTERED WATER G NATURAL GAS A COMPRESSED AIR CD CONDENSATE DRAIN RO REVERSE OSMOSIS WATER V PLUMBING VENT VAC PLUMBING VACUUM UNION --III-- GAS PRESSURE REGULATOR --��— GAS COCK C ELBOW - TURNED DOWN ELBOW - TURNED UP TEE - TURNED DOWN v TEE - TURNED UP BALL VALVE --X> -- PLUG VALVE CHECK VALVE SHUT-OFF VALVE IN VERTICAL LINE BACKFLOW PREVENTER M WATER METER WHA WATER HAMMER ARRESTOR T & P RELIEF VALVE _E�_TMV THERMOSTATIC MIXING VALVE FD1 FLOOR DRAIN O ROOF DRAIN/OVERFLOW ROOF DRAIN —� FC01 FLOOR CLEANOUT -� FCO FLOOR CLEANOUT (SQUARE) --0 YCO YARD CLEANOUT FPWH FREEZE PROOF WALL HYDRANT �- HB HOSE BIBB --11 WCO WALL CLEANOUT CONNECT TO EXISTING ETR EXISTING TO REMAIN DEMO PIPE ----VBF---- VENT BELOW FLOOR ROUND SECURED GASKETED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. MEMBRANE CLAMP FLOOR SLAB ON GRADE AS REQUIRED FOR SAME SIZE AS SEWER DEPTH OF SEWER UP TO 4" MAXIMUM PVC PIPE OR LONG SWEEP ELBOW AT HUB AND SPIGOT END OR TURN OF RUN CAST IRON PIPE BELOW FLOOR COMBINATION WYE AND SANITARY EIGHTH BEND IN RUN. SEWER LINE ENTER TOP OF PIPE. DIRECTION <-- <-- OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. �FLOOR CLEAN O�UT, C � N � o O U eVl �a U b b e Ro w Ww0 w NF- ZM ��-O'L wo Nzfr- zwo,_ W 0 IN-N�� aSU6`O J as ~a-'060N >oaF� 0 ww �- ¢ Jw�Fpo a>aoF zs�a?w�o J NU N�wQ�SXcnWpmQ} z Q� �- _OHt=V% oNl- W=u-wr �o zo zNvzz NO-wo02Wd�W?O0nsm3o OQ �JO_ - >_ujm�Na0 wwZmOww0wwww waow,�oo� =�LLj0<Da�waazww<N U 0O z Q D m z a U z O © 0 ►Er A � O O CE � cfl � i� CD � �z O W nr- O as Q o � r., T z 0 ISSUE BLOCK 0 ADD#4 09/09/16 CHECKED BY: JJD DRAWN BY: DM PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 ���ttitttrr CEN No. 7847 F< ATE OF OR\D P. • -'ON �frl!lflllt��\ Oct 19, 2016 PLUMBING DETAILS NTS 03/28/08 PLUMB2-1 SHEET: P2