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HomeMy WebLinkAbout69 EVERGREEN WAYWALL LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED DATE: 06/25/14 GORTHn DEMOLITION PLAN QSCALE: 1/8" = 1'-0" no GENERAL DEMOLITION NOTES 1. THE SCOPE OF THE WORK INCLUDES ALL ELEMENTS NECESSARY TO ACCOMMODATE THE NEW WORK. THIS INCLUDES, BUT IT NOT LIMITED TO, ALL INDICATED NON -LOAD BEARING INTERIOR WALLS, DOORS, CEILINGS AND FLOOR FINISHES DOWN TO A CLEAN AND LEVEL WORKING SURFACE. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O. 2. THE DEMO CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF THE WORK. 3. DURING THE DEMOLITION PHASE THE DEMO CONTRACTOR SHALL SUPPORT ALL EXISTING STRUCTURES AS REQUIRED TO MAINTAIN A SAFE WORKING ENVIRONMENT. ANY DAMAGE CAUSED BY THE DEMOLITION PROCESS WILL BE CORRECTED BY THE DEMO CONTRACTOR AT NO COST TO OWNER. 4. IF THE DEMOLITION PROCESS RESULTS IN AN UNSAFE WORKING ENVIRONMENT, STOP WORK IMMEDIATELY AND NOTIFY THE APPROPRIATE AUTHORITY, GENERAL CONTRACTOR RAC'I OR AND ARCHITECT PRIOR TO PROCEEDING. 5. PROVIDE ALL LIFE SAFETY SYSTEMS INCLUDING, BUT NOT LIMITED TO, TEMPORARY LIGHTING BARRICADES, GUARD RAILS AND VENTILATION SYSTEMS AS REQUIRED BY LOCAL, STATE AND FEDERAL JURISDICTIONS. 6. DEMO CONTRACTOR SHALL ARRANGE TO IMMEDIATELY REMOVE AND LEGALLY DISPOSE OF ALL DEMOLITION MATERIALS. 7. PROCEED WITH DEMOLITION IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 8. COORDINATE WITH OWNER RUBBISH REMOVAL PROCEDURES, LOCATION OF TRASH DUMPSTER(S), TIME SCHEDULES, ETC. DISPOSE OF ALL RUBBISH IN A MANNER COMPLIANT WITH ALL LAWS, REGULATIONS, ETC. 9. PRIOR TO THE START OF ANY NEW CONSTRUCTION, CLEAN THE SITE OF ALL DEMOLITION DEBRIS. DEMO CONTRACTOR SHALL ASSURE THAT THE DEMOLITION WORK IS COMPLETE TO THE POINT WHERE NO ADDITIONAL DEMOLITION SHALL BE REQUIRED. 10. CONSULT WITH GENERAL CONTRACTOR PRIOR TO THE START OF DEMOLITION TO DETERMINE THE SCOPE OF ALL MATERIALS, FINISHES AND SYSTEMS THAT ARE TO BE REUSED. 11. PROVIDE CONSTRUCTION BARRICADE TO MEET LANDLORD REQUIREMENTS. DEMOLITION NOTES THROUGHOUT THE INTERIOR SPACE, REMOVE ALL OF THE FOLLOWING ITEMS, UNLESS NOTED OTHERWISE: 1. REMOVE EXISTING CEILINGS, LIGHT FIXTURES, SPEAKERS, EMT GRID, ETC. 2. REMOVE EXISTING FLOOR FINISHES DOWN TO CONCRETE SLAB 3. REMOVE EXISTING SECURITY EQUIPMENT 4. REMOVE EXISTING THERMOSTATS. COORDINATE WITH MECHANICAL CONTRACTOR ON WHAT DUCTWORK SHALL BE REMOVED. RE: MECHANICAL. 5. REMOVE EXISTING ELECTRICAL CONDUIT, WIRING, OUTLETS & SWITCHES BACK TO EXISTING PANELS. 6. REMOVE EXISTING WALL BASE AND TRIM 7. REMOVE EXISTING FIRE EXTINGUISHERS AND SAVE FOR REUSE 8. REMOVE ANY/ALL EQUIPMENT AND/OR FURNISHINGS LEFT FROM PREVIOUS TENANT. DEMOLITION KEY NOTES 1O REMOVE EXISTING DOOR, FRAME AND HARDWARE OREMOVE EXISTING PARTITION OR FURRING OREMOVE EXISTING ALUMINUM/GLASS STOREFRONT WINDOWS OREMOVE EXISTING PAIR ALUMINUM/GLASS STOREFRONT DOORS REMOVE EXISTING WATER CLOSETS, LAVATORIES, DRINKING FOUNTAIN, MOP SINK, HOT WATER TANK, EWC AND ALL TOILET ACCESSORIES AND PARTITIONS. CAP & SEAL PLUMBING AS REQUIRED. OREMOVE EXISTING ELECTRICAL/TELEPHONE/FIRE ALARM EQUIPMENT AND SAVE FOR POSSIBLE REUSE ODEMO OPENING FOR NEW 6'-0"X10'-0" OVERHEAD DOOR, RE: STRUCTURAL. PROVIDE TEMPORARY SHORING AS REQUIRED. OREMOVE EXISTING EXTERIOR LIGHT OREMOVE EXISTING SIGNAGE 10 REMOVE EXISTING EIFS AND ASSOCIATED STOREFRONT FRAMING 11 REMOVE EXISTING CORNICE 12 REMOVE EXISTING MASONRY PILASTER AND BASE (ROOF DRAIN TO REMAIN). REMOVE OVERFLOW DRAIN OUTLET AND SAVE FOR REINSTALLATION. 13 REMOVE EXISTING EIFS PILASTER AND MASONRY BASE. 14 REMOVE EXISTING STOREFRONT INFILL WALL - METAL STUD, GWB, BATT INSULATION. 15 REMOVE EXISTING AWNINGS 16 REMOVE EXISTING ROOF TOP UNITS, CURBS (UNLESS NOTED), AND GAS PIPING BACK TO METER ON ROOF ___j ABOVE REMOVE EXISTING PAVERS AT STOREFRONT ENTRIES - APPROX. 9'-4 1/4" X 3'-8", PREPARE TO 17 RECFLVE NSW CONCREIE SLAB (RF_;_STR_UCTURAL) - - - - - - - - - NOTE: PIER 1 IMPORTS WILL FURNISH TO THE GENERAL CONTRACTOR A PRE-PRINTED BANNER TO BE INSTALLED AT FRONT ELEVATION. THE CONTRACTOR IS RESPONSIBLE FOR SECURELY FASTENING THE BANNER WITH ROPE THROUGH GROMMET HOLES PROVIDED. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING. ANY HOLES OR PENETRATIONS SHALL BE PATCHED AND REPAIRED. SIGN DETAIL 3 SCALE: 1 /2" = 1'-O" JOB NO: P0031114 DRAWN By: STAFF CHECKED By: CM c vm' C 0 R T LAN 0 M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 &# r AINEft s- O V) Ld C - O = 0F) Qo O �- V) REVISION Q 7.29.14 CLIENT REVISIONS DEMOLITION PLAN, ELEVATION & NOTES SHEET NUMBER D-1 nDEMOLITION ELEVATION L SCALE: 1 /8" = 1'-0" w Kr SCEEN '' SCALE: NTS NEW CURB BY MANUF. NEW GASKET BY MANUF. NEW SHEET METAL COUNTERFLASHING NEW GASKETED FASTENERS MINIMUM TWO FASTENERS PER SIDE NEW FASTENERS APPROX. 8" O.C. EXTENDED FIELD PLIES ABOVE HEAD OF CANT NEW BASE FLASHING FEATHERED AT FIELD OF ROOF EXISTING ROOF MEMBRANE NEW FIBER CANTS EXISTING RIGID INSULATION NEW RIGID INSULATION EXISTING ROOF DECK n PRE-FAB EQUIP. CURB DETAIL SCALE: 3" = 1'-O" DATE: 06/25/14 ,JOB NO: P0031114 DRAWN By: STAFF CHECKED By: CM I 1 1 1 1 I. 1 I 1 I EXISTING RTU SCREEN 1 I 1 I ADJACENT ' EXISTING ROOF TENANT I TO REMAIN 1 2 EXISTING RTU r LP0,L NEW RTU, RE: MECHANICAL ON NEW CURB, RE: RTU-5IF 2/A-1.2 r" I-ILI I 1 0---------------------------- I I EXISTING ROOF DRAIN ' & OVERFLOW DRAIN 0 I L - --- 2 NEW PREFINISHED METAL COPING (C-1) A ROOF WALK PADS 1 FROM ROOF HAICH TO EACH RTU —\ I I I 1 1 I 1 I <1 1 I I i RTU-1 1.", RTU ON EXISTING/ADAPTED CURB. RE: MECHANICAL NEW RTU, RE: MECHANICAL ON NEW CURB, RE: 2/A-11.2 NEW RTU SCREEN, RE: 3/A-11.2 EXISTING ROOF TO REMAIN [STING RTU NCE TO MAIN A t� i I A 1 I' ! non �'��.".nnurn I I I l.Ar 6C JLAL ADAIYUVIVLU I 4" SS VENTS ' AIR/WATER TIGHT I O CAP & SEAL ABANDONED TOILET EXHAUST AIR/WATER TIGHT I° 0 EXISTING ROOF HATCH , I I ' ' ROOF WALK PADS ' FROM ROOF HATCH I ' ' TO EACH RTU ' I EXISTING TOILET I r V111 i ICI rn nr I LAIIAVJ I IV 6L 1 REUSED, RE: I , M-1 1 1 rABANDONED SEAL EXISTING 4" SS 4" SS _ VENT TO BE _ _ _ _ _ +rRT IR/WATER REUSED, RE: M-1 II urw oTII crorru or. NEW RTU. RE: ! 1I _" RTU SCREEN, RE. MEC --- ---- REQUIRED ROOFING CONTRACTOR 3/A-1.2 MECHANICAL i 1 ON NEW CURB, RE: , R&S CONSTRUCTION SERVICES 2/A-1 2 I i 203-758-8500 ATTN: ROBERT DUNN, JR. 1 I ROOF WALK IPADS FROM ROOF)HATCH TO EACH R IU 1 1 2i I EXISTING ROOF ' ADJACENT TO REMAIN I I TENANT 'I I' ( RTU-2 %;F NEW RTU, RE: MECHANICAL ON NEW CURB, RE: 2/A-1.2 Y NEW RTU SCREEN, RE: EXISTING ROOF 1 3/A-1.2 Q TO REMAIN I I I - NEW 60 MIL EPDM ROOF, SLOPED BACK TO EXISTING ROOF ' I EXISTING ROOF DRAIN ' & OVERFLOW DRAIN NEW PREFINISHED METAL COPING (C-1) bOUH(-,--)ROOF PLAN I SCALE: 1 /8" = 1'-O" EXISTIAG ROOF D, OVERFLOW DRAIN I' 26 NEW PREFINISHED METAL COPING (C-1) I I I' 1 I � �o C 0 R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 W4 LA ✓5 3: Q) U (D > � � L O Q) \� / W W L V w " V) W -1— D O 0) p Q) IS co #8i8s F a• REVISION Q 7.29.14 CLIENT REVISIONS ROOF PLAN DETAILS SHEET NUMBER Aml 02 WINDOW SCHEDULE MARK SIZE MATERIAL REMARKS 28'-7 1 2"x 12'-0" 2"x4 1/2" DARK BRONZE W1 ANODIZED ALUMINUM VERIFY EXISTING ROUGH OPENING 31'-8 7/8% 12'-0" 2"x4 1/2" DARK BRONZE W2 7'-4 1/2% 12'-0" 1 ANODIZED ALUMINUM VERIFY EXISTING ROUGH OPENING 2"x4 1/2" DARK BRONZE W3 ANODIZED ALUMINUM VERIFY EXISTING ROUGH OPENING 6'-43)x 12'-0" 2"x4 1/2" DARK BRONZE W4 ANODIZED ALUMINUM VERIFY EXISTING ROUGH OPENING GLASS SCHEDULE MARK GLASS SPECIFICATIONS REMARKS G-1 19f THICK INSULATED CLEAR LOW-E GLASS, RE: SPECS. NSTALL TEMPERED AND/ OR SAFETY GLASS ACCORDING TO LOCAL CODE. G-2 /2" THICK CLEAR GLASS, RE: SPECS. NSTALL TEMPERED AND/ OR SAFETY GLASS ACCORDING TO LOCAL CODE. G-3 /4" THICK CLEAR GLASS, RE: SPECS. NSTALL TEMPERED AND/ OR SAFETY GLASS ACCORDING TO LOCAL CODE. EXTERIOR FINISHES SCHEDULE fr-4 MARK DESCRIPTION nnn ulnr ern u. unr nrnnuurunrn UrZ — URYYII OUTSULATION PLUS MU SYSTEM (IN STRICT ACCORDANCE IV MANUF. RLUVMMGI'IULU INSTALLATION) - COLOR #142 SPECTRUM BROWN SANDPEBBLE TEXTURE E-2 EIFS - DRYVIT OUTSULATION PLUS MD SYSTEM (IN STRICT ACCORDANCE TO MANUF. RECOMMENDED INSTALLATION) - COLOR #101 SUPER WHITE SANDPEBBLE TEXTURE E-3 EIFS - DRYVIT OUTSULATION PLUS MD SYSTEM (IN STRICT ACCORDANCE TO MANUF. RECOMMENDED INSTALLATION) - COLOR #110 VAN DYKE SANDPEBBLE TEXTURE M-1 3 5/8"x7 5/8"x15 5/8" SPLIT FACE CONCRETE MASONRY UNIT, RE: SPECS. C-1 PAC CLAD 24 GA. METAL COPING, COLOR- BONE WHITE NEW PRE -FINISHED METAL COPING (C-1) 1"X4" SLATS ON 2"x2" BRONZE POWDER COATED ALUM. TUBE FRAMING PURCHASED BY G.C. THROUGH IMAGEONE AND INSTALLED BY IMAGEONE, RE: 4-5/A-6 NEW EIFS VENEER (E-3) STEM MOUNTED FLUORESCENT LIGHT FIXTURE CENTERED OVER EACH AWNING, RE: ELECTRICAL —i 7'-4 1/2" 4 /2" EQ. EQ. ' 00 G-2 G-2 v I" BUTT JOINT W/ CLEAR SILICONE SEALANT - SEALANI APPLICATION SHALL BE CLEAN AND CONSISTENT v Is or n99 rn "19 rn 0 cV IN U 5.. 28'-7 1/2" Le n99 rn "99 rn n99 rn "» Ir NEW PRE -FINISHED METAL COPING (C-1) NEW EIFS CORNICE (r_,)N 31'-8 7/8" Kh _ IIUUK CHI UL] h UN ��� SHEET A-1 AND SPECS ON SHEET A-9 T T T T T +0'-099 IfFINISH FINISH FLOOR , WINDOW ELEVATIONS SCALE: 1/4" = V-0" 00 0 PIER 1 IMPORTS DEMISED SPACE NEW EIFS VENEER (E-3) EXISTING EXPANSION JOINT DATE: 06/25/14 JOB NO: P0031114 DRAWN By: STAFF CHECKED By: CM ra /,i mvv C 0 R T LAN 0 M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 WR XLJ Ago r 0 U ANEW L_ �- ® Q) W Q) V) W D �-- ® 0 (-= 0') Q0 V) ®® t\tl11f1161[flll!/os®oi a..r o ,fo % ro • �.,•, # 8183 ���� �t D ARG��'` ���s��01�'��,,,Rgt19A= 1� REVISION Q 7.29.14 CLIENT REVISIONS SOUTH ELEVATION & WINDOW ELEVATIONS SHEET NUMBER SOUTH ELEVATION SCALE: 1/4" = 1'-O" 1\L'� ULI'1VL JIVI\ 1 VI\Vllr\JLV V 1 VV 1111\VVVII IMAGEONE AND INSTALLED BY IMAGEONE. GC TO PROVIDE BLOCKING. COORDINATE BLOCKING SIZE AND LOCATION WITH IMAGEONE. V-6 MAX. RESTROOM ELEVATION 1 SCALE: 3/8" G.C. TO WATER I - DRAIN P, AND FRA BOTTOM AT 8'-0 G.C. TO 4'-0"x4 WHITE S MOP BRACKET FAUCET BACKFLO PREVENT HOSE & BRACKET MOP SIN PORCELA COVE Bi 10/A-5 P.V.C. CAP BOTH ENDS OF TUBE, TOP CAP TO BE REMOVABLE, BOTTOM CAP TO BE GLUED 4"DIA.x36"L P.V.C. TUBE MARKED "PLANS" AT 48"AFF MAX 1 x4 WOOD BLOCKING PAINTED TO MATCH WALL I�L��t��7T1�1►L� NOTE: CONTRACTOR IS TO PROVIDE (1) COMPLETE SET OF AS —BUILT DRAWINGS VERTICAL GRAB BAR MIRROR w/ 3" P.T. SURROUND. 3" P.T. EXPOSED, 3" P.T BEHIND MIRROR SWING UP GRAB BAR. COORDINATE HEIGHT WITH 36" GRAB BAR WATER CLOSET, LOCATE V FLUSH ON WIDE SIDE M, WAINSCOT, SEE 10/A-5 GRAB BAR RECESSED DOUBLE ROLL T.P. DISPENSER Cl N N �l 1714 SEE PLUMBING FIXTURE SCHEDULE SHEET P-1 FOR FIXTURE SPECIFICATIONS PROVIDE SOLID, FIRE TREATED 2x BLOCKING IN WALL FOR ALL WALL MOUNTED ACCESSORIES WAINSCOT, RE: 10/A-5 4'-0" OCCUPANCY SENSOR ol 2'-8„ 2'-5" ® 3'-6" AFF 3'-3 . Is COAT HOOK 0 4'-0" AFF MAX 1' SEAT COVER DISPENSER ELECTRIC HAND DRYER a ^i PIPE COVER a i INSULATE ALL PIPES PER z a ACCESSIBILITY CODES M SANITARY NAPKIN N o r DISPOSAL (WOMEN'S N ^T ` �,W ONLY) cn N 11% I% 2'-0" 3'-3 7/89' PORCELAIN (1'-0" TILE COVE MIN) BASE, RE: RESTROOM ELEVATION 10/A-5 2 SCALE: 3/8" = V-0" STORAGE CLOSET ELEVATIONS 6 SCALE: 3/8" = 1'-0" N 71 19x13" PORCELAIN ULLNOSE TRIM /8" GROUT JOINT (PICAL OTE: [STALL 5/8" TILE WKER BOARD BEHIND 'ALL TILE L 3%13" PORCELAIN TILE ' ORCELAIN TILE COVE BASE 3"x13" PORCELAIN TILE MATCHING TRIM AT EDGES 4: a FRP TO 4'-0"AFF, SEE SPEC 1 PORCELAIN TILE COVE BASE 13%13" PORCELAIN TILE 1 �O6 PORCELAIN TILE COVE BASE, RE: 10/A-5 RESTROOM ELEVATION 3 SCALE: 3/8" = V-0" G.C. TO PROVIDE (4) 1 x16 WHITE MELAMINE SHELVES ON KNAPE & VOGT DOUBLE HEAVY DUTY SHELVING STANDARDS - SCREW ATTACH SHELVES TO BRACKETS OVERFLOW PAN 2x4 WOOD FRAME w/ 3/4" r/ PLYWOOD TOP PAINT "B" 3/4" DRAIN PIPES SCREW ATTACH BRACKET TO WALL w/ 1 /4"x20"x2 1/2" HWH #4 SELF DRILLING SCREWS TO 2x BLOCKING IN WALL PAINT FINISH 0 FRP TO 4'-0"AFF ALL WALLS "= 3/4" DRAIN PIPES TO MOPSINK GFI RECEPTACLE ® V-6"AFF 3%13" PORCELAIN BULLNOSE TRIM ON BACK WALL ONLY CORRIDOR -1/8" GROUT JOINT - TYPICAL NOTE: INSTALL 5/8" TILE BOARD BEHIND WALL TILE \_BACKER FLOOR MATERIAL 13"x13" PORCELAIN CHANGE TO TILE ON BACK WALL OCCUR AT CL OF ONLY DOOR IN CLOSED PORCELAIN TILE POSITION COVE BASE ON BACK WALL ONLY 139'x13" PORCELAIN TILE PORCELAIN TILE NOT USED 4 SCALE: 3/8" = 1'-0" WATER HEATER SHELF DETAIL SCALE: N.T.S. RM OFFICE SALES —DOOR STOP / FRAME —CENTERLINE OF DOOR / TRANSITION STRIP —DOOR AUTO DOOR FLOOR MATERIAL BOTTOM WHERE CHANGE TO SPECIFIED AT OCCUR AT OF INTERIOR OF DOOR IN ROOM CLOSED POSITION THRESHOLD: SCHLUTER SCHIENE PORCELAIN AE100 TILE ,-CARPET TILE or. CABINETS PROVIDED AND INSTALLED BY G.C. 4" WIRE PULL - TYPICAL PLASTIC LAMINATE ON WP PLYWOOD SUBSTRATE AND 4" SPLASH/RETUR 4. WILSONART 4794-60 "WINDSWEPT 'BRONZE" B RUBBER BASE—L SINK PER SCHEDULE — PIPING TO BE INSULATED PER CODE — ACCESSIBLE TOILET SIGNA( PURCHASED BY G.C. THRO IMAGEONE, INSTALLED BY WAINSCOT ON BACK WALL ONLY, RE: 10/A-5 SPLIT-LEVEL WATER COOL MDF/HPL BASE AS SCHED PORCELAIN TILE COVE BAS BACK WALL ONLY, RE: 10/ CORRIDOR ELEVATION @ RESTROOMS 5 SCALE: 3/8" = V-0" 0INETS TO HAVE FACTORY WHITE LAMINATE FINISH MINIMUM DIMENSION RE SHOWN. CONTRACTOR TO PROVIDE 2x BLOCKING IN WALL AS SHOWN SECTION. 4'x8' BULLETIN QUAD OUTLET BOARD BY PIER 1 3'-6" AFF CL OCCUPANCY SENSOR/ SWITCH ® 3'-6" AFF E EXTINGUISHER, SPECS. FIRE EXTINGUISHER DETAIL 5a SCALE: 3/8" = 1'—O" (4) FIR 2X4 BLOCKING CABINET V r LOCKERS REFRIGERATOR ' PIER 1 BY PIER 1 G81 GFI ,�-42°AFF —GfG,@ 42" AFF III ! � 0 Ipll 'I IIII II toI STOCKROOM STOCKROOM —DOOR STOP / FRAME —CENTERLINE OF DOOR / TRANSITION STRIP —DOOR ROPPE #39 5/16" GLUE -DOWN —THRESHOLD: CARPET EDGE SCHLUTER P194 BURNT RENO - RAMP UMBER - #AERP 100 B65 SEALED CONCRETE rSEALED CONCRETE FLOORING V-29"i V-3" i . 1'-31)1 2'-69 1 s of yf—Ofi I I BREAK ROOM ELEVATIONS $ SCALE: 3/8" = V-0" A69214h DOOR STOP / FRAME CENTERLINE OF DOOR / TRANSITION STRIF DOOR AUTO DOOR BOTTOM WHERE SPECIFIED AT INTERIOR OF ROOM -CARPET CONCRETE SLAB RESTROOMS STORAGE CLOSET WATER COOLER 9 PLAN TUBE DETAIL 1- TILE WAINSCOT DETAILS n FLOOR TRANSITION DETAILS SCALE: N.T.S. SCALE: N.T.S. „ SCALE: N.T.S. J-BOX W/ DETEX 1/2EMT CONDUIT - BATTERY ELIMINATOR PAINT "B" DOOR BUZZER @ ® 8'-0" AFF - Fil 13'-0" AFF, SEE SEE SPEC. SPEC J-BOX @ 13'-0" AFF Q DARK BRONZE ANODIZED ALUMINUM BACK ULL CHAIN AND J-BOX w/ DETEX120V ---------- --.-- ....................- RELEASE SET STOREFRONT SYSTEM ®SIDELITES ONLY - SIDELITES 1/2" TEMPERED TO 12V TRANSFORMER 4 1 /2" GLASS, J" BUTT JOINT W/ CLEAR ® 8'-0" AFF -SEE — 1 2" EMT CONDUIT - SPEC. / STOREFRONT SILICONE SEALANT, TO 10'-0" AFF - _ PAINT B SEALANT APPLICATION SHALL BE CLEAN :::::::::::::::::::\r ARMORED CABLE TO AND CONSISTENT DETEX EXIT ALARM w EY DETEX CONTACTOR - GYP BD BEYOND SEE SPEC. CYLINDER - SEE SPE LINE OF JAMB BEYOND ALUMINUM DOOR KEY SWITCH CONTROL 1 2" EMT CONDUIT FOR O.H. DOOR a / „ STOREFRONT/GLAZING PAINT B„ GUARD 325HDR DKB GRO TALUMINUM THSHOLD:TIONAL SOLID ww 4'-0" AFF INTERIOR PULL HANDLE NON SHRINK GROUT - FASTEN w/ DUPLEX RECEPTACLE BASE PER SCHEDULE EXPANSION BOLTS ® 12" O.C. (MAX) & UNIT HEATER PEEP HOLE ®5'-0" AFF T-STAT AT 48" ALARM SIGN PROVIDED TILE PER SCHEDULE A.F.F. o G � w/ DETEX r.3 0 1 o ALAINRE td PANIC BAR, SEE SPEC ................................_...........................7'1ARMORED CABLE TO O.H. :.........:::............................................................. DOOR MAGNETIC CONTACTOR ............. ::.:.:.::.::.:...:-:::.:::.................. _. �.....:::::.......:...............:::::::::::.....................................:::::.... ARMORED CABLE o 0 o o PROVIDED w/DETEX 7 Ll ***ALL DETEX BY G.C.*** n OVERHEAD DOOR/STOCKROOM DOOR ELEVATION EXIT DOOR ELEVATION SCALE: 3/8" = V-0" 15 SCALE: 3/8" = V-0" ALUMINUM FRAM W/ FULL BED ( 1/2" EXP JOIN] CONCRETE PAVII )SUB SILL DETAIL AT 4 1/2" STOREFRONT SCALE: 3"=9'-0" CONCRETE SLAB ON UADE 1/2" EXP JOINT w/ URETHANE SEALANT EXISTING 8" CONCRETE SIDEWALK SILL DETAIL AT ENTRY DOORS L% SCALE: 3"=1'-O" (2) TWO SELECT GRADE PINE CONTINUOUS 2%4"(s) BY G.C. - REFER PLAN 1/2 - PAINT 'B' +5'-0" & 9'-0" AFF TOP OF TRIM SCREW ATTACH TRIM WITH 3" #8 TEK SCREW TO EACH STUD. SCREW HEADS TO BE RECESSED. DO NOT USE CAULK OR ADHESIVE ON TRIM BOARD METAL STUD - MINIMUM 3 5/8" 20 GAUGE AT 16" O.C. 5/8" GYPSUM BOARD n 2x4 ANCHOR BOARD DETAIL AT STOCKROOM_ SCALE: N.T.S. STOREFRONT SECTION TYPICAL WALL CONSTRUCTION 1 "x4%48" SELECT GRADE PINE, PAINT TO MATCH WALL (8) COAT HOOKS - BOBRICK B-6827 SECTION 4'-0" 3" _ 6" _ 6" _ 6" _ 6" 6" 6" 6" _3" _ 1/8" MOVEMENT JOINT w/ SILICONE SEALANT- MAPEI MAPESIL TO MATCH MAPEI 44 PALE UMBER GR("'T TILE PER SCHEDI THIN SET MORTA SLOPE EXISTING CONCRI BOND BREAKER 18 INTERIOR TILE SCALE: 3"=1'-O" ELEVATION COAT HOOK DETAIL SCALE: N.T.S. L� a DATE: 06/25/14 JOB NO: P0031114 DRAWN By: STAFF CHECKED By: CM � vmo M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 crof GI ANEW NOMM O Q W ®_ W -8— D Q0 V) c ON eeoo`s�r %s ��» �p �o # 8183 REVISION Q 7.29.14 CLIENT REVISION INTERIOR ELEVATIONS DETAILS SHEET NUMBER A 5 EPDM OVER MANUF. RECOMMENDED WEATHER BARRIER ON 1/2" USG SECUROCK GYPSUM FIBER BOARD OVER METAL STUD FRAMING FULLY ADHERED FIRESTONE 60 MIL ECOWHITE EPDM MEMBRANE FRAMING AND UNDER COPING \ PAD Cl ACUlkir Ml 9 /9" imr, VMI 1 LMJI 111\V VI\ I/ L V.JV SECUROCK GYPSUM FIBER BOARD ON 3/4" PLYWOOD SHEATHING MECHANICALLY FASTENED TO METAL STUD FRAMING. STAINLESS STEEL /® CONTINUOUS STEP FLASHING BEYOND— � r %" SS BOLT AN WASHER THROUG WALL w/SCHED.i PVC COMPRESSIC SLEEVE (CUT Y4" LESS THAN WALL THICKNESS) TO FIR WOOD BLOCK BY G.C. INSIDE SPACE. PAINT WI BLOCKING IN WA AND PATCH/PAID TO MATCH GWB NOTE: JOINTS IN PARAPET CAP TO COMPLY WITH SMACNA GUIDELINES x _ x n DETAIL AT PARAPET_ / SCALE: 1 1/2" = V-0" NEW STAINLESS STEEL CVUN I ER FLASHING NEW HSS 8x8x1/4", RE: STRUCTURAL 3/4" PLYWOOD SHEATHING MECHANICALLY FASTENED TO METAL STUD FRAMING. 1/2" USG SECUROCK GYPSUM FIBER BOARD tULLT ALJNLKLU tIKL IUNL dU MIL ECOWHITE EPDM MEMBRANE OVER GRACE ICE AND WATER SHIELD IN CONTINUOUS LAYERS, CONTINUE ON TO EXISTING ROOF AND OVERLAP EXISTING ROOFING MEMBRANE NEW FIBER CANT EXTEND EXISTING MEMBRANE UNDER NEW EPDM MEMBRANE, SPLICE IN AS REQ'D BY MFG —_ PARAPET DETAIL 6 SCALE: 1 1 /2" = V-0" BAMBOO AWNING HEAD DETAIL `J SCALE: 1 1/2" = V-0" BAMBOO AWNING DETAIL AT BOTTOM 4 SCALE: 1 1/2" = 1'-0" PRE -FINISHED METAL COPING (C-1) W/ CONCEALED WIND CLIPS, EACH SIDE, OVER (2) LAYERS 3/4" PLYWOOD SHEATHING Jo�� +31'-6" 8 1/8" 1 1/2" __ -PE "K" STEM )UNTED LIGHT (TUBE - AIM '7HTS TOWARDS 'NTER OF AWNING WALL FLASHING AND SEALANT — PAINT -FINISHED METAL ROOFING CONTINUOUS CII lrnP1G 1LIVVI.L SEALANT BENEATH o HEMMED EDGE. i METAL STUD FRAMING, RE: STRUCTURAL )UTED EIFS DRIP PANEL TO MATCH IGE AS EXTERIOR 'COMMENDED BY CONTINUOUS 1NUF. TUBING SECTION, TYPICAL OVIDE WATER 1" SQ. GALV. '7HT NEOPRENE STEEL TUBING AT SKET AT BOLT 5'-0" O.C.- NETRATION AND PAINT FINISH AL EIFS WITH _ICONE METAL ANGLE DRIP RAIL x4" SLATS ON )WDER COATED 12 x2" ALUMINUM 5 'AME PURCHASED 'OM IMAGEONE BY +12'-0" C. AND INSTALLED B.O. AWNING IMAGEONE ANCHOR FRAME TO EXISTING WALL w/ THRU-BOLTS, RE: STRUCTURAL OIL+ 10'-0' _ O.H. DOOR OPENING DOOR ENCLOSURE %" SS BOLT AND WASHER THROUGH OVERHEAD DOOR, RE: SPEC WALL AND SCHED.80 PVC COMPRESSION SLEEVE (CUT Y4" LESS THAN WALL THICKNESS) TO 2X FIR WOOD BLOCKING BY G.C. INSIDE OF SPACE FROM WINDOW HEAD STRUCTURE PROVIDE WATER TIGHT NEOPRENE GASKET AT BOLT PENETRATION AND SEALANT AT EIFS 1 %4" SLATS ON POWDER COATED 2%2" ALUMINUM FRAME PURCHASED FROM IMAGEONE BY G.C. AND INSTALLED BY IMAGEONE ROUTED EIFS DRIP EDGE AS RECOMMENDED BY MANUF. C12X20.7 FRAME, RE: STRUCTURAL - PAINT TO 4'-0" 11 1/4"f V.I.F. • MATCH BUILDING EXTERIOR • 3/8" GALV. BOLT ® 24" OVERHEAD DOOR ol O.C. E.S., RE: W/ SEAL -- STRUCTURAL STRUCTURAL e \ � 2X FIR WOOD BLOCKING MANUFACTURER'S • EA. JAMB J DOOR TRACK EXISTING 8" SEALANT AT METAL STUD WALL PERIMETER i 11 1 4"t EXISTING V.I.F. CONC. OVERHEAD DOOR JAMB SIDEWALK +of—o11 Ic FINISHED FLOOR _T_ �a a OVERHEAD DOOR SECTION 3 SCALE: 1/2" = V-0" "Al STAINLESS STEEL CONTINUOUS REQUIRED ROOFING CONTRACTOR STEP FLASHING BEYOND R&S CONSTRUCTION SERVICES 203-758-8500 EIFS (E-1) ATTN: ROBERT DUNN, JR. FULLY ADHERED FIRESTONE 60 MIL ECOWHITE EPDM MEMBRANE OVER AND WATERSHIELD IN GRACE ICE CON I INUOUS I WEIRS �J jk WRAPPED OVER PARAPET +27'-0' FRAMING AND UNDER T.O. PARAPET COPING CAP FLASHING ON 1/2" USG SECUROCK GYPSUM FIBER BOARD ON 3/4" PLYWOOD SHEATHING MECHANICALLY FASTENED TO METAL STUD FRAMING. - 2" EIFS ON WEATHER FLASH/SEAL STRUCTURAL BARRIER ON 1/2" EXTERIOR PENETRATIONS PER ROOFING SHEATHING MANUFACTURERS STANDARDS METAL STUD FRAMING, RE: STRUCTURAL TYPE "K" STEM MOUNTED LIGHT FIXTURE - AIM LIGHTS TOWARDS CENTER OF FRAMING, RE: 11_011 AWNING, RE: ELECTRICAL STRUCTURAL 5 6 A-6 EXISTING ROOFING A-g TO REMAIN 00tm N p: Zm 499 � +18-3" + - T.O. AWNING 1 "X4" SLATS ON 2%2" BRONZE POWDER COATED ALUM. TUBE FRAMING PURCHASED BY G.C. THROUGH IMAGEONE AND INSTALLED BY IMAGEONE, RE: 4-5/A-6 NEW W16X31 I R-19 BATT INSULATION RE: STRUCTURAL EXISTING W18 EXISTING 8" TO REMAIN I I CL OF AWNING SUPPORTqV METAL STUD WALL +12'-0" EIFS SOFFITqV +11-8f1 ° B.O. AWNING 10° DRIP EDGE PER EIFS MFG. RECOMMENDATIONS + R. 1 /4"X12"X8'-13" CA6) LONG, RE: STRUCTURAL PULL CHAIN AND RELEASE q h a ;t FINISH END OF SCOPED SILL EA. SIIDE W/EIFS REPLACE W/ SOLID CMU BLOCK EA. SIDE IF NOT EXIST SILL AND JAMB SEALER ALL AROUND EXISTING CONCRETE SLAB EXISTING CONCRETE FOOTING TRACK LIGHT AT STOREFRONT @ 12'-3" AFF TO TOP OF LIMITER BOX 24%24" OPEN GRID CEILING GRID AT 12'-6" AFF PER SCHEDULE DARK BRONZE ANODIZED ALUMINUM STOREFRONT SYSTEM w/ 1" INSULATED CLEAR GLAZING PER SPEC. INSTALL TEMPERED AND SAFETY GLASS ACCORDING TO LOCAL CODE FACE OF EIFS WALL BEYOND FINISH FLOOR MATERIAL, ow SEE SCHEDULE 00 MASONRY BASE EXISTING CONCRETE SIDEWALK I T, +o'—o"rih ' 41 a c o o d <aQ 2 G 0 EXISTING FOOTING, RE: STRUCTUR. a STOREFRONT SECTION ® WINDOW AWNING SCALE: 1/2" = 1'-0" m O I REQUIRED ROOFING CONTRACTOR v R&S CONSTRUCTION SERVICES 203-758-8500 ATTN: ROBERT DUNN, JR. STAINLESS STEEL CONTINUOUS STEP FLASHING BEYOND EIFS (E-1) FULLY ADHERED FIRESTONE 60 MIL ECOWHITE EPDM n MEMBRANE OVER GRACE ICE AND WATER SHIELD IN CONTINUOUS LAYFRS WRAPPED OVER PARAPET FRAMING AND UNDER COPING CAP FLASHING ON 1/2" USG SECUROCK GYPSUM FIBER BOARD ON 3/4" PLYWOOD SHEATHING MECHANICALLY FASTENED TO METAL STUD FRAMING. FLASH/SEAL STRUCTURAL PENETRATIONS PER ROOFING MANUFACTURERS STANDARDS, TYP. FRAMING, RE: STRUCTURAL nNGYI"ON BOX w/ VER PLATE, RE: ELECTRICAL FLASH/SEAL STRUCTURAL PENETRATIONS PER ROOFING MANUFACTURERS STANDARDS, TYP. EXISTING W18 TO REMAIN XISTING ROOFING TO REMAIN NEW W16X31 RE: STRUCTURAL 7'-2 1 /2" L4X4X1/4 @ 12'-0" O.C. RE: STRUCTURAL - NEW PAIR 3'-0 W-0" CUSTOM KOLBE "LAMB00" DOOR w/ CUSTOM WR)UGHT IRON PULLS J 0 7 A-6 +31'-6" T.O. PARAPE ci METAL STUD FRAMING, RE: STRUCTURAL 48" PIER 1 SIGN LETTERS PROVIDED AND INSTALLED BY PIER 1 I o I 2 EIFS ON WEATHER ( I BARRIER ON 1/2" EXTERIOR SHEATHING - PROVIDE BLOCKING AS REQUIRED TO MOUNT SIGN LETTERS TYPE "K" STEM MOUNTED LIGHT FIXTURE - AIM LIGHTS a, TOWARDS CENTER OF W AWNING, RE: ELECTRICAL 1'-0" 5 A-6 SIM. ^00 N n. cD +18-3"+ T.O. AWNING STEEL BENT PLATE BOLTED THRU TO INTERIOR BLOCKING BOLT THROUGH FRAME TO STRUCTURE AND FIR WOOD BLOCKING - WOOD BLOCKING PROVIDED BY G.C. R-19 BATT INSULATION .. / 1"X4" SLATS ON 2%2" BRONZE POWDER COATED ALUM. TUBE FRAMING PURCHASED BY G.C. THROUGH IMAGEONE AND INSTALLED BY IMAGEONE, RE: 4-5/A-6 STEEL DECK WALKWAY, RE: STRUCTURAL +12'-0" EIFS SOFFI 4 A-6 SIM. 10° DRIP EDGE PER EIFS MFG. RECOMMENDATIONS LIGHT FIXTURE, RE: ELECTRICAL LOCKING ACCESS PANEL - PAINT TO MATCH ADJACENT SURFACE +8'-o' k DOOR HEADqV FACE OF COLUMN BEYOND PAIR 3'-0"x8'-O" DARK BRONZE ANODIZED ALUMINUM STOREFRONT DOORS w/ CUSTOM WROUGHT IRON PULLS DARK BRONZE ANODIZED ALUMINUM BACK SET STOREFRONT SYSTEM SIDELITES ONLY - SIDELITES 1/2" TEMPERED GLASS, J" BUTT JOINT W/ CLEAR SILICONE SEALANT, TO 10'-0" AFF -SEALANT APPLICATION SHALL BE CLEAN AND CONSISTENT 7' 0" _ . FINISH FLOOR MATERIAL, SEE SCHEDULE 3'-5" ol 3'-5" MASONRY BASE EXISTING CONCRETE SIDEWALK OT T ad41 a a. • d . d a n STOREFRONT SECTION @ ENTRY DOORS SCALE: 1/2" = V-0" EXISTING FOOTING, RE: STRUCTURAL DATE: 06/25/14 JOB NO: P0031114 DRAWN By: STAFF CHECKED By: CM vm C 0 R T L A N 0 M 0 R G A N A R P u I I L � T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 L �J JJ3: I U s V) (3) --o LjJ L L.J -f— ``����"'�k• C 0 �tb yy w15, #8183 �•°V A0 ..... .... A,MR REVISION Q 7.29.14 CLIENT REVISIONS WALL SECTIONS SHEET NUMBER A�6 I NEW 6" to B" SLAB ON GRADE w/ W6x6-W2.0xW2.0 WWF OR FIBERMESH ( I I I I 1 T/SLAB= 0'-0'1 (---I--- 1' x —x. —x —x —x —x —x —x 1 \p W �I Q d 10 MIL VAPOR BARRIER w/ e" STONEFILL -AS REQ'D #4 @ 18" x 16" POUR SLAB TO FACE/ WALL @ O.H. DOOR 1 NEW G" tol 8" SLAB ON GRADE w/ WGx6-W2.OxW2.0 WWF OR FIBERMESH 181, x I'-6"Ig #4 DOWEL @ IS" x 1'-611I9 7 T/SLAB= -- y 01_01i I x— x— x— x� x x— x x= x— x x l.L.I LLl I SLAB DETAIL @ LINE "4" SCALE: 314"=1'-0" 10 MIL VAPOR BARRIER w/ J" STONEFILL -AS REQ'D SLAB DETA J XQ JT. 12" #4 @ 18" x 12"� L LINE 11111 —pr:-rlAirt:\I PI�T2� SCALE: 314"=1'-0" -�,- I YYLLI Llw -SIMILAR @ EXISTING DOOR IN -FILL SLAB 1 1 1'-2 i " @ LINE (5) "A" $ "0" @ LINE (5) 13" 8 IICII 4" BRICK FACE �ui/ 6" LT. GAGE STUDS EX15T. RIER I T/SLAB= --- ' - -- nI -oil (1011-011) 'T) FIrRI Y LL; I _ _.: _ ._ �..: w Ti • PIER "P-1"-"p-4'1 T—L) -SEE SCHEDULE t PLAN DETAILS EX15T. 6RD. BEAM BFE= 97'-0" _ 4'-0" @ LINE (5) "B", "G", "D" SFF FTC,- SCHEDULE 2'-6" @ LINE "A" \(3)#4 x 24" Ig (EXIST. COL. FT6.) _ -DOWEL TO WALL T\rP. DETAIL @ LINE "I" PIER(S __ SCALE: 314"=1'-0" 12 5 4'-4" �T/ STEEL j01-011 PL 8" x4 x6 TOP it BOTT Jew/ e" GALV. THRU BOLT HSS l4 xl "x .116" GALV. FRAME (3) LOCATIONS / I PROVIDE NEW 8005162-54 DOUBLE STUDS @ EACH SIDE OF O.H. DOOR t MIDSPAN -FULL HEIGHT +12'-0'� NEW (4) 8005162-54 HEADER @ EXIST. 8" MTL. STUD WALL I 11l / 4 x 12"x 81-011I9 w/ BLOCKING HOLES @ 24"oc I + L'5 I '--C12 x20.7 FRAME tea" BOLT (GALV.) TO 8" STUDS @ 24"oc E.S. NEW CONC. SLAB ON GRADE F --I In An/l lklT AlCi.l /'Inl,. -r-uum Hl�uury L/ rvcr+ ".L 5 T/SLAB= 01 —011 + (10117 )_ 7 --- x x —x —x —x —x —x —x AL� \,-F T/ EXIST. WALL L 449" x 0-6"Ig (GALV.) j I In w/ (1) 4"0 ADHESIVE ANCHOR (GALV.) -EACH C12 JAMB POUR NEW SLAB ITO OUTSIDE WALL SECTION @ 0A. DOOR SCALE: 314"=14" DATE: 06/25/14 JOB NO: P0031114 DRAWN By: JB CHECKED By: WML C 0 R T L A N 0 M 0 R G A N j A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 r OMER O ® Qi Q) > Q) OMM Ld n 9 .94ii�11 0 O� 0 ■ VK WILLIAM M. LAPOINT, PE 1379 Main Street East Hartford, CT 06108 voice: 860.622.0840 N\'nrlpe a aoI.com REVISION ISSUED TO PIER 1 : 6-6-14 L REVISED-0,,' ai 6 : 7-29-14 FOUNDATION i1 r- /\ T /1 r 1 0% 5LL I IUNb SHEET NUMBER Reg#: -----, EXP.-----�� S�l *I MATCH EXIST . +27'-5-" 2 52" ) \ MATCH EXIST. ELEV. ��-3x3x16 ga BENT GALV. , ANGLE -CONTINUOUS i _­_�C6x8.2 @ 4'-0"oc f -INFILL FRAMING J 6005162-43 @ 16" oc -INFILL FRAMING �8005I62-43 4 16" oc HSS 8x8xq -BASE /PL x10x10 to/(4) a"0 BOLTS _HSS Sx6xa HIGH It LOW -REF. PLAN 1 —EXIST. W2455 ti HSS 4x4xi -BRACE (-CENTER BRACE to WIO -END BRACE TO HSS 8x8) HSS 5x5x4 -STUB COL. BASE PL a x6x9 NEW W16 L 12" x12" x" X-BRACING 3 D ETA I L 101AI, -- (50 Lac,-t I ll , S•2,0 SCALE:314"=1'-0" ' STEEL JOIST STEEL JOIST OR W-SECTION OR W-SECTION I I I I -- ----I 1 SEE PLAN SEE PLAN I I------------------ ROOF OPENING (MAX 1 i OPNG = 3' x 3') L4 x 4 x 3/8 FRAME TYP. i i i i i i COORDINATE SIZE AND AT ROOF RTU CURBS i i i i i i LOCATION WITH ALL TRADES. L3 x 3 x 1/4 FRAME TYP. AT ROOF OPENINGS i i i TYP 3/16 STEEL ROOF DECK SHALL BE WELDED TO ANGLES II-----------------------11 I AND ROOF rI�IPPnPT�, AT I I PERIMETER OF ALL i li I i OPENINGS W/ 5/8" DIA. ' PUDDLE WELDS AT 6"oc. -� TYPICAL ROOF REINF/OPENING DETAIL AT NEN RTU's SCALE: NONE CONCENTRATED LOAD at RTU p- CORNERS TO TOP CHORD TYP - - 2 - L2 1/2 x 2 1/2 x 3/16 FROM BOTTOM CHORD PANEL 3/16" \ % POINT TO RTU LOAD AT TOP, CHORD TYP 3/10 2 - L22" x 2i" x 1" FROM TOP CHORD PANEL POINT TO CONCENTRATED LOAD AT BOTTOM CHORD TYP. JOIST REI NF. DETAIL at NEN RTU's SCALE: NONE (TYPICAL 5 LOCATIONS) Q I 61_5lu I I I I 40' —0" I I I r4—). - �`-- N m A F (BLDG. C) i /• I I ,I I I �1 II I I i -------- ---- - - I I--------- -- W18 W18 F\ - - - i I imiv 2 9 NEW i ��\�---- �, i S-2.1 I a- RTU #5 i i NEW I n P.) \` I I "RTU # I I ---------- -_ --------------- —�-----------,= d 3 -- ---- -ON EXIST �- _,N — -1 _ I, I EW CURB I I I DTI 114 ^1 N� I i I I miter N i /,i\ I v ff"4'\I � �I I1 SEE A/5-2.0 ' L------------------- LOW FAUX BEAM OUTLINE I I I I �I 1 I — 28K @ i ——— I i i 50" + YP. META_L — s2(TJOIST (TYP. METAL JOIST) I --�-------------------------�— f\IFlnl NEW 1 I I ,,RTU #2, RTU #1 I 1 u I \, 28K@4 0+ I- (T'>jP. METAL JOIST) 04 EX15T 1 28K (TYP METAL JOIST) NEIn1 WIG x31 21K (TYP. METAL JOIST) - -- -- - - 1�� oEXIST 28K..(TYP. METAL JOIST) 28K (TYP. NTL. JST.) ��28K (TYP. METAL JOIST)W NEW WIG x26 ���NEIA WIG x31 �— — � NEW WIG x2(o 1 EXIST 28K (TYP. METAL JOIST) ?� cn 28K (TYP_ MTL. JST.) Q m CD 28K (TYP. METAL JOIST) f - - � - - I - NEW NN 16 x2G -' - � �� - �- NEIW W16 x31 U-) m -- �-- - NEW W16 x26oil - "._��' EXIST. W18 - -__ EXIST. WT oil EX _ EXIST. W18 H�5x1/ - T �I I ) _ l— Cbp+ W14 x48 (LOW) + W14 x48 (LOW 7''0' (2) NEW WIO x33 �`� 711011. + W 14 x48 (LOW) 2 © �� NEW C66.2 @ 5'o.c. (LOW) I �0 I NEW W6 x12 @ COL. 2 �P�O 5-P I5-2I I — NEW W6 x12 @ COL. 2.2 NEW C6.2x8.2 FRAME j NEW C6x8.2 FRAME JOIST SPACING - SEE PLAN `L 1 EXIST METAL! DECK 40' — 0" W18 28K @ 41-011± (TYP. METAL JOIST) 94' — 12" TC-----�—X-BRIDGING 12n x 12u x 64n tN H 16 -SEE S-2.0 FIELD WELD ALL CONNECTIONS. TYP. BRIDGING DETAIL at NEN NIG/ STUB COL BRACE S 2.0 SCALE: NONE 1 120' -0" 40' -0" 02 x 20.7 FRAME (LOW) _ 28K @ 4'-0"+ _ (TYP. METAL JOIST) 20' —6,5" nn,nr- cM A MINI MI A K 711 L)' UJ F F_ l` /_� I I I I N `. F L. H I V SCALE:1/8"=V-0" 1 1 I I I 40'-011 28K @ 4'-0"± (TYP. METAL JOIST) NinT F' I vv 1 J—� 1, VERIFY ALL EXISITNG CONDITIONS BEFORE START OF WORK 2. RTU: ROF TOP UNIT -SEE "A/5-2.0" 3. TOP/ STEEL @ LINE "1": (+18'-011) V.I.F. DATE: 06/25/14 JOB NO: P0031114 DRAWN By: JB CHECKED By: WML � MVVV0 C 0 R T L A N 0 M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 i J VmWILLIAM M. LAPOINT, PE 1379 Main Street East Hartford, CT 06108 voice: 860.622.0840 wnilpenaol.com REVISION ISSUED TO PIER 1 : 6-6-14 REVISED - co I%d i 7-29-14 ROOF FRAMING PLAN SHEET NUMBER S0 " • I�Iv- \N Reg#: -----, EXP.-------- -ISS �n 1^ a HE TIG� SECTION TNRU ENTRY SCALE:NTS FACE/ 5TUD 362T CONT. -TYPICAL 362S137-43 @ 16" oc (,005162-43 @ 16" oc BRACE 6005162-43 ? 32" oc NSS 44 BRACE @ COLUMNS !Z LOCATIONS) ' 005162-54 1(0" oc BRACE 6005162-43 32" oc NSS 44 BRACE @ MIDSPAN I LOCATIONS) 'o005162-43 @ 16" oc ' OOT-43 CONT. T$B GOOS162-54 16" oc L4x4x a @ 12'-0"oc -LINES "A11 to "D" C6x8.2 @ 5'-0"oc + W6 x12 @ COL. w/ 12i, TYPE B, 22go, METAL DECK 4 4" PLYWOOD C(ox8.2 CONT. NEW 14x 48 w/ a" STIFF'NR PL EA. SIDE LINE ''E311 � �►��� NEW W16 EXIST. 28K JOIST T/ PARAPET +27' - 0'1 -SEE ARCP'L DNGIS T/ STEEL +24'-5'r W loxa:' w/ g" WEB STIFF'NR PLATE (ONE SIDE) NSS 4x4x4 BRACE @ LINE "All t"D" NEW W 1G GA I-) I . YV IQ T/ M4 +13'-32"_ L 4x4x a" —/ \ /" NEW W 14 x48 w/ J" WED STIFF'NR PLATE (ONE SIDE) SECTION TkIRU ENTRY FAGi=/ STUD 362S137-43 @ 10, oc GOOSI62-43 @ 16" oc 600S162-54 @ 10, oc #8 SCREWS (SUBMIT SHOP DRAWINGS FOR REVIEW) 600S162-54 @ 16" oc NEW NSS 8x8x4" -LINE 'A" t "D" T/ STEEL -- +18' -0" GOOS162-54 @ 16" oc 362S137-43 @ 16" oc 4 T/ STEEL +13'-32' --- 2 L 5x5x8 x 01-6"ig NEW STL. BEAN -REFER TO 5-2.0 FOR INFO. $" PLATE t STIFF'NR EXIST. COLUMN @ LINE "A", "B", "C", I'D" DETAIL @ EXIST. COLUMN SCALE: 3/4"=l'•0" DATE: 06/25/14 JOB NO: P0031114 DRAWN By: JIB CHECKED By: WML G 0 R T L A N D M 0 R G A N A R U ii 1 T � u T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 Y *NNW AINEft ell OEM% 0 ® Q) (D V) U m� o 00 0 _c ('D U� ■ U) MLWILLIAM M. LAPOINT, PG 1379 Main Street iartford, CT 06108 nice: 860.622.0840 %vnilpe@aol.com DATE: 06/25/14 JOB NO: P1 14 004 SWCT P0031114 GENERAL NOTES THERMOSTATS AND REMOTE SENSORS TO BE LIGHTSTAT. PROVIDE THERMOSTAT/SENSOR MODEL TME-CVS-RRS BY DYNELCO (800-292-2444). WIRING TO BE 7 CONDUCTOR #18 AWG CABLE FROM RTU TO THERMOSTAT. PROVIDE 2 CONDUCTOR #18 AWG CABLE FROM THERMOSTAT TO REMOTE SENSOR. RUN THERMOSTAT WIRING IN EMT CONDUIT WITH AN EXTRA 15 FOOT OF WIRE FOR REMOTE SENSORS. CONTRACTOR MAY SUBSTITUTE SPIRAL DUCT OF EQUIVALENT CAPACITY IN LIEU OF RECTANGULAR DUCT SIZES. INSULATE DUCTWORK IN NON -CONDITIONED CONCEALED SPACES WITH 2" THICK 3/4 LB DENSITY, FOIL FACING & VAPOR SEAL w/ FASTAPE #0808. PROVIDE INTERNALLY LINED INSULATED SHEET METAL FOR THE FIRST 10 L.F. OF SUPPLY AND RETURN AIR DUCT. CFAI AI I CI-IEFT MFTAI DI I(`.T mintm & CFAMC w/ mKi GRIP W1 AND G{ ACC MECI-I FC-15(1 DUCTWORK DIMENSIONS SHOWN ARE INSIDE CLEAR AIR FLOW DIMENSIONS. MOUNT DUCTWORK AT 13'-0" MIN AFF ® STOCKROOM. MOUNT BOTTOM OF DUCT WORK ® 14'-6' MIN. IN SALES AREA. RUN 1 " (U.N.O.) INSULATED DRAIN FROM EACH AIR HANDLING UNIT TO SPLASH PAD AT EACH UNIT. MECHANICAL CONTRACTOR SHALL INSTALL SMOKE DETECTORS IN SUPPLY & RETURN AIR DUCTS AS REQUIRED BY CODE FOR UNIT SHUT -DOWN. INSTALL REMOTE TEST STATION PER CODE ELECTRICAL SYMBOLS MARK DESCRIPTION OT THERMOSTAT - LGHTSTAT TME-CVS RS REMOTE SENSOR - LGHTSTAT TME-RRS SO SMOKE DETECTOR IN RETURN/SUPPLY AIR DUCT FOR RTU-1,2,3,4,5 FOR FAN SHUTDOWN. OUTDOOR AIR REQUIREMENTS PER 403.3 RTU-1, RTU-2, RTU-3, RTU-4 SALES AREA = (15/1000 X 7.5 X SF) + (0.12 X SF) SALES AREA = (0.1125 X SF) + (0.12 X SF) SALES AREA = (0.1125 X 9000) + (0.12 X 9000) = 2093 CFM TOTAL SET RTU-1 TO 600 CFM O/A (20% SET RTU-2 TO 600 CFM O/A (203 SET RTU-3 TO 480 CFM O/A 20% SET an3-d TO nn CFM O/A e01 :e RTU-5 STOCKROOM = 0.12 CFM / SF OFFICES = (5 /1000 X SF X 5) + (0.06X SF) TOILET ROOM = 50 CFM PER WC = 2 X 50 = 100 CFM STOCKROOM = 0.12 CFM / 1410 = 170 CFM OFFICES = (5 /1000 X 345 X 5) + (0.06X 345) = 30 CFM SET RTU-5 TO 300 CFM O/A (15%) MECHANICAL UNIT SCHEDULE DESIGNATION RTU-1, 2 RTU-3, 4 RTU-5 SERVICE SALES SALES TOILETS, CORRIDOR, STORAGE, ELECTRICAL MANUFACTURER CARRIER CARRIER CARRIER MODEL NUMBER 48HC-FD08H2C6-OF5FO 48HC-FD07H2C6-OF5FO 48HC-EA06H2R6-OF5FO APPROXIMATE NOMINAL SIZE - TONS 7.5 6.0 5.0 ARI RATED - CFM 3,000 2,400 2,000 STATIC. - INCHES W.C. 0.60-1.20 0.60-1.20 .20-1.4 a OUTSIDE AIR OPTION SINGLE ENTHALPY SINGLE ENTHALPY SINGLE ENTHALPY AIR FILTER TYPE/THICKNESS C / 2" C / 2" C / 2' COIL E.A.T. - DB/WB - DEG F 84.7/69.2 84.7/69.2 80/67 L, ARI RATED NET CAP - BTUH 89,000 73,000 60,000 z o FULL LOAD SEER / EER NA / 12.0 NA / 12.0 15.2 / 12.45 REFRIGERANT PURON PURON PURON FUEL GAS GAS GAS C-1) MAXIMUM GAS INPUT - MBH 224,000 150,000 150,000 z MAXIMUM ELECTRICAL INPUT - KW N/A N/A N/A = MINIMUM CSA THERMAL EFFICIENCY - PERCENT 82% 81 % 81 MINIMUM STAGES OF HEATING 2 2 1 VOLTS/PHASE 480/30 480/3� 480/30 MINIMUM CIRCUIT AMPACITY w 3 MAXIMUM OVERCURRENT PROTECTION 30.0 30.0 20.0 0 CURB ADAPTOR NO YES - RTU-3 NO THERMOSTAT (UGHTSTAT TME-POI) YES YES YES REMOTE SENSOR (LGHTSTAT TME-RRS) YES YES NO E3 LsJ PREFABRICATED INSULATED ROOF CURB YES YES - RTU-4 YES CD NON -FUSED DISCONNECT SWITCH, FIELD WIRED YES YES YES U BURGLAR BARS YES YES YES SUPPLY & RETURN SMOKE DETECTOR YES YES YES CO2 SENSOR - DUCT MOUNT YES YES YES HAIL GUARD YES YES YES OPERATING WEIGHT - POUNDS 1368 1208 900 REMARKS: ABBREVIATIONS: E.A.T. - ENTERING AIR TEMPERATURE R.L.A. - RUNNING (RATED) LOAD AMPERES E.S.P. - EXTERNAL STATIC PRESSURE PIER 1 IMPORTS HAS AN EXCLUSIVE NATIONAL ACCOUNT RELATIONSHIP WITH CARRIER TO SUPPLY HVAC PRODUCTS - NO SUBS1ITUTlONS ALLOWED . HVAC CONTRACTORS ARE DIRECTED TO CALL AND ASK FOR PIER 1 NATIONAL ACCOUNT PRICING. FOR FURTHER ASSISTANCE, REFER TO CONTACT INFO ON COVER SHEET. ALLOW FOR 6-8 WEEK LEAD TIME, ADD 2 WEEKS MORE FOR COIL COATING, SEE NOTE BELOW. PROVIDE DOWNFLOW UNITS UNLESS OTHERWISE SPECIFIED. THE SCHEDULED ELECTRICAL POWER VALUES ARE BASED ON THE MANUFACTURERS DATA FOR THE SCHEDULED MODEL. FILTER TYPE: DISPOSABLE PLEATED MERV 7 OUTDOOR AIR OPTION • R3 VID i Y R E NO IV EIle BAR OM IC ELEI UNIT HEATER SCHEDULE MARK MODEL BTUH EFF. FLUE SIZE GAS PIPE SIZE FAN HP ELEC. WEIGHT UH-1 I LF24-60 60,000 80% 4" 1/2' .10 115/1/60 87 LBS * GAS FIRED UNIT HEATER BASED ON IENNOX PRODUCT * FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR * PROVIDE THERMOSTAT AIR DEVICE SCHEDULE MARK TYPE MFG/MODEL FINISH REMARKS/LOCATION A DRUM LOUVER TITUS/DL WHITE 18"x6" DUCT MOUNTED OPPOSED BLADE DAMPER SALES, STOCKROOM B CEILING DIFFUSER TITUS TDC / WHITE 24"x24" LAY -IN OPPOSED BLADE DAMPER @ /BREAK, OFFICE & STORAGE C CEILING DIFFUSER TITUS/TDC WHITE 4fA.4n" cllnrAnr A1AIlLiTrn nnn/Acrn nl Anr nAAlnrn 14 R 14 SURFACE MUUN I GU UrrUJGU OLOE DAMPER RESTROOMS, CORRIDOR D RETURN GRILLE TITUS 50F WHITE 24"X24" LAPIN RETURN ® OFFICE & BREAK RM. E DOOR GRILLE TITUS/T-700L WHITE 12"X12" STEEL, DOOR MOUNT 12" A.F.F. 0 STORAGE 12"02' SURFACE MOUNT @ OFFICE & BREAK F TRANSFER GRILLE TITUS 350RS WHITE 36'WX24"H SURFACE MTD AT STOCKROOM WALL APPROVED ALTERNATE FOR TITUS PRODUCTS: CARNES or KRUGER * REFER TO PLAlrI FOR GRILLE SIZE AND AIR FLvv"r * CEILING AIR DEVICE SIZE ARE AS LISTED ABOVE UNLESS OTHERWISE INDICATED ON PLAN. * CEILING AIR DEVICES ARE TO BE RATED FOR MAXIMUM NC-30 * INSTALL AIR BALANCE DAMPERS IN DIFFUSER OR BRANCH IF SINGLE DIFFUSER. EXHAUST FAN SCHEDULE MARK CFM MFG/MODEL FINISH REMARKS/LOCATION EF-1 110 BROAN/676 WHITE RESTROOM EF-2 110 BROAN/676 WHITE RESTROOM EF-3 110 BROAN/676 WHITE CONNECT TO LCP AND OCCUPANCY SENSOR. STORAGE EF-4 350 BROAN/504 WHITE OUNNECT TO ELEC RM LIGHT. INCLUDE T"STAT, ELECTRICAL ROOM * EXHAUST FANS TO BE INSTALLED BY ELECTRICAL CONTRACTOR HVAC PLAN SCALE: 1 /8"=l'-0" DRAWN By: STAFF CHECKED By: STAFF 6-. � IN& Ao C 0 R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 AI* 40 r 3�: *Ed c- �- (D U - (1) V) = LtJ L � .o W S O Cy) (.0 0 V) tsc v j s Reg#:23244, EXP. 01/31/2015 REVISION 1 07/29/14 CLIENT REVISIONS HVAC PLAN & SCHEDULES SHEET NUMBER 0 PLUMBING FIXTURE SCHEDULE MANUFACTURER FIXTURE CONNECTIONS MARK FIXTURE & TYPE MODEL NO. REMARKS CW HW W. V. WATER CLOSET, TANK TYPE, AMERICAN STANDARD CADET AMERICAN STANDARD #2467.100 CADET RIGHT HEIGHT 16.5"H 1.1 GPF ELONGATED, WHITE, HWC FLOWISE RIGHT HEIGHT 1 /2') — 4" ,� 2 PRESSURE —ASSISTED TOILET WITH CHURCH SEAT 9400C LESS COVER WATER SUPPLY WITH BARRIER FREE PRESSURE ASSISTED 2467.100 STOP. INSTALL WITH FLUSH CONTROL ON WIDE SIDE. AMERICAN STANDARD LAV. #0355.012 WITH CONCEALED ARM SUPPORT. #7400.172H LAV LAVATORY WALL —HUNG AMERICAN STAN DARD"LU CERN E" GOOSENECK FAUCET. #7723.018 DRAIN AND P—TRAP 17 GA. CHROME PLATED. BARRIER FREE MODEL NO. 0355.012 1 /2' 1 /2" 1 1 /2" 1 1 /2" uk .5 GPM FLOW RESTRICTER, CHROMIl 17 GA. P—TRAP W 3 8", CHROME ANGLE TYPE SUPPLIES, AND "TRUBRO", TRAP WRAP KIT #102W. FIXTURE COLOR: WHITE. FIAT MOLDED STONE FIAT MOLDED STONE MOP BASIN #MSB-24 , w/ WALL MTD FAUCET W/BACKFLOW MS MOP SINK MOP BASIN MSB-2424 1/2" 1/2" 3" 1 1/2" PREVENTER #830AA. ADD STRAINER, CONNEItTOR AND HOSE BRACKET FIAT 832—AA AND FIAT MOP BRACKET 689—CC WHA WATER HAMMER ARRESTOR PRECISION PLUMBING SC SERIES PLAN PLAN FCO FLOOR CLEAN OUT SMITH 4890 PB AS NOTED SEE WASTE AND VENT RISER FOR PIPE SIZES. WCO WALL CLEANOUT SMITH CLEANOUT AS NOTED FURNISH W/POLISHED BRONZE, SQUARE ACCESS COVER AND FRAME. S SINK ELKAY SINKS 1/2" 1/2" 1 1/2" 1 1/2" ELKAY # BCR-15 SINK, AMERICAN STANDARD FAUCET #7400.172H & STRAINER, P—TRAP MODEL NO.BCR-15 AND INSULATED SUPPLIES & STOPS. GRID STRAINER WITH 0.5 GPM FLOW RESTRICTER. STATE 10 GALLON, 2KW 120. 10 GALLON RECOVERY AT 80°F WH ELECTRIC WATER HEATER MODEL PCE-10-10MSA 3/4" 3/4" — — PROVIDE AN ASME RATED TEMP. & PRESS RELIEF VALVE & WATTS 3/4" N36—M1 VACUUM RELIEF VALVE. ARMITROL EXPANSION TANK. EWC ELECTRIC WATER COOLER HALSEY TAYLOR HTV8BL—Q (HIGH LOW) 1/2' -- 1 1 /2" 1 1 /2" PDUSH PINKING ADS FOUNTAIN, WALL THANUSTED POUNITH DS FORCE TO FINISH ACTIVATE FD FLOOR DRAIN BMSTRAINER� 2Q 0 ROME 3" 1 1/2" FURNISH VANDAL RESISTANT CHROME PLATE, 1/2" TRAP PRIMER CONNECTION. TP TRAP SEALER PRIMER VALVE JOSAM 88250-90.10 1/2" -- -- -- CHROME PLATED & SHUT OFF VALVE . INSTALL TRAP PRIMER AT ALL FLOOR DRAINS TMV THERMOSTATIC MIXING VALVE WATTS 1170 3/4" 3/4" -- -- SET TO 110°F P.C. SHALL ABANDON EXISTING ROOF PIPING PENETRATIONS IN PLACE AND CAP AIR / WATER TIGHT. WHERE VISIBLE FROM SALES AREA, PIPING SHALL BE PAINTED WHITE �� i �r N LAV i `r I i LAV EWC " 3S N S 3"S i ;FI 4055 \4" i HWC 3"S — -� — — — -EXISTING-4"SS— — — - - -+@!� -EXISTING-4"SS-w S$® i 3"SS Ms FD SANITARY SEWER ISOMETRIC �SCALE:NTS 9 ------- EX 6"SS-- EX 4"SS - - - - - - - - - - Y� I \ a CTE (CONNECT TO EXSITING) �s s� TO EXISTING 4" _- SANITARY SEWER. VIF EXACT LOCATION AND DIRECTION OF FLOW. SANITARY SEWER PLAN SCALE: 1 /4"=1'-O" DATE: 06/25/14 JOB NO: P1 14 004 SWCT P0031114 DRAWN By: STAFF CHECKED By: STAFF c vm C 0 R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (617) 635-5696 FAX: (617) 635-5699 W 0 U AINEft 0 L L c- O ■pool LLJ - m L .- a) 0 � 0 v d s ENGF<.�T/� i No.23244 Reg#:23244, EXP. 01 /31 /2015 REVISION A 07/29/14 CLIENT REVISIONS SANITARY SEWER PLAN AND ISOMETRIC SHEET NUMBER A� �___7 u DATE: 06/25/14 JOB NO: P1 14 004 SWCT P0031114 NEW METER AND REDI IIrED PRESSI IIRE �/2 \ BACKFLOW ABOVE CEILING \ DRAIN TO MOP SINK I 1 v �2�N� W\ N U \ ��ST�NG' \ � -- REMOTE READER ®® USER VIF LOCATION S G� RED T Orr WITH UTILITY REP. ® STING TING E�IS SERvjtE r%�NG v / 2 DOMESTIC WATER ISOMETRIC SCALE: NITS IN Q I N e � N IU \ v = � 1 1 i = I �HWC oxLAV P v s` ) / e doe FD I 1LAV ® I WH P.C. SHALL INSTALL PEX PIPING FOR ALL HOT AND COLD WATER PIPIG WHERE ACCEPTABLE TO CODE. HWC U _ \ 0 N FD MS D OSTING SHUT OFF (W E �VIF 31Ct LOUTM ANE_------ S'- c�/2IW—� NEW METER AND REDUCED PRESSURE BACKFLOW ABOVE CEILING DRAIN TO MOP SINK I ru UV [AV N i N00 N t`VQ I' �-- DEV DOMESTIC WATER PLAN SCALE: 1/4"=V-0" DRAWN By: STAFF CHECKED By: STAFF Rn A I I C 0 R T LA N 0 M 0 R G A N C iItCIA R H 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 o9 sr oco me 60 N C m►2. C q.tG 2 Cv�Q ax�m a sa w 3 I II C3 lf"`I Co t2 N m�> M C OCo.�Q W r i L O W — rr o - a) co O V) ■� V) s I— Re :23244, EXP. 01/31/2015 REVISION 0 07/29/14 CLIENT REVISIONS DOMESTIC WATER PLAN & ISOMETRIC SHEET NUMBER Fo- I— - ! PROVIDE AND INSTALL ALL PARTS, LABOR, EQUIPMENT, APPLIANCES AND MATERIALS AS SHOWN ON DRAWINGS OR SPECIFIED FOR A COMPLETE AND FUNCTIONAL PLUMBING SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND PIER ONE CRITERIA. ALL MATERIALS USED SHALL BE NEW AND OF GOOD QUALITY. THE CONTRACTOR SHALL VISIT THE SITE, OBSERVE EXISTING CONDITIONS AND VERIFY THAT THE WORK CAN BE INSTALLED IN ACCORD WITH THE DESIGN AND THE ARCHITECT'S RESTRICTIONS. THE ENTIRE INSTALLATION SHALL BE PERFORMED BY THE CONTRACTOR IN A FIRST CLASS , WORKMANLIKE MANNER. VERIFY THE EXACT LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED DEMOLITION, CUTTING, PATCHING, ETC. REQUIRED FOR A COMPLETE, FINISHED AND APPROVED JOB. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND DOCUMENTS AND PROVIDE ALL SERVICES RELATED OR ASSOCIATED WITH INSTALLATION OF THE WORK. PAY ALL CONNECTION FEES, TAP FEES, METER FEES, ETC. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER WORK AND TO PROVIDE CONCEALMENT WITHIN THE BUILDING CONSTRUCTION WHILE MAINTAINING ADEQUATE CLEARANCE FOR THE CONSTRUCTION OF ARCHITECTURE DESIGN, PROPER OPERATION AND SERVICE. REPORT ALL EXCEPTIONS TO THE ARCHITECT PRIOR TO PURCHASING EQUIPMENT AND COMMENCING THE WORK. PROVIDE ALL REQUIRED GENERAL CONSTRUCTION ACCESS PANELS TO ACCESS VALVES, METERS, AND ALL DEVICES REQUIRING ADJUSTMENTS AND SERVICE. THE CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS THAT MATERIALS INSTALLED AND WORK PERFORMED HAS BEEN ACCOMPLISHED IN ACCORD WITH THESE SPECIFICATIONS; THE DRAWINGS; AND THE PIER ONE'S CRITERIA. UNDERSLAB: PIPE SMALLER THAN 3" SHALL BE TYPED "L" COPPER PIPE WITH WROUGHT ABOVE SLAB: SAME MATERIALS AS NOTED IN ITEM ABOVE. PEX PIPING WHERE ACCEPTABLE BY CODE. UNDERSLAB: ALL SANITARY BELOW GRADE SHALL BE SERVICE WEIGHT CAST IRON WITH BELL AND SPIGOT JOINTS. JOINT MATERIAL SHALL BE RUBBER ELASTOMERIC GASKETS ("TY- SEAL"). P.V.C. PIPE IS ACCEPTABLE WHERE ALLOWED BY CODE. ABOVE SLAB: MATERIALS SHALL BE AS PER UNDERSLAB. CONTRACTOR MAY NOT SUBSTITUTE "NO - HUB" FITTINGS FOR BELL AND SPIGOT. WHERE SPACE WILL NOT ALLOW CAST-IRON, THE CONTRACTOR MAY SUBSTITUTE TYPE "M" COPPER (WITH DRAINAGE FITTINGS) ON THE SANITARY. PIPING INSTALLATION: ALL INDIVIDUAL FIXTURES AND BATTERIES OF FIXTURES SHALL HAVE WATER SHUT-OFF VALVES AND SEALED AIR CHAMBERS ON BOTH HOT AND COLD WATER. ALL SOIL, WASTE, VENT AND DRAIN PIPING SHALL BE SLOPED AT A MINIMUM OF 1/8" PER FOOT. ALL CHANGES IN DIRECTION SHALL BE ACCOMPLISHED WITH MANUFACTURED FITTINGS. CLEANOUTS SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION IN THE SANITARY AND DRAIN PIPING. THE DISTANCE BETWEEN CLEANOUTS IN THE HORIZONTAL RUNS SHALL NOT EXCEED 75 FEET. PROVIDE CHROME -PLATED ESCUTCHEONS ON ALL PIPES PASSING THROUGH FLOORS AND CEILINGS IN FINISHED SPACES. SUPPORT ALL PIPING FROM STRUCTURAL ELEMENTS ONLY. DO NOT SUPPORT FROM CEILINGS, CONDUITS, ADJACENT PIPING, ETC. SUPPORT ALL PIPING WITH ADJUSTABLE CLEVIS TYPE HANGERS. PROVIDE SHIELDS TO PROTECT INSULATION COVERING. ALL PIPING SYSTEMS SHALL BE CLEANED AND FLUSHED PRIOR TO TESTING. UPON COMPLETION OF TESTS, ALL WATER PIPING SHALL BE DISINFECTED. WATER HEATER: WATER HEATERS SHALL BE UNITS AS SCHEDULED. RE -USE EXISTING WHERE NOTED. HEATERS SHALL HAVE SINGLE STEP CONTROL, LOW WATER AND HIGH -LIMIT CUT-OFFS. FIXTURES: FITTINGS AND PIPING SHALL BE BRASS AND WHEREVER EXPOSED, SHALL BE POLISHED CHROME -PLATED. PROVIDE TIGHT WALL OR FLOOR ESCUTCHEONS OF CHROME -PLATED BRASS WHEREVER PIPES PASS THROUGH FLOORS, WALLS OR CEILING. ALL PORCELAIN OR VITREOUS CHINA, SHALL BE SMOOTH AND BRIGHT. ALL SHALL BE WARRANTED NOT TO CRAZE, COLOR OR SCALE. ALL PLUMBING FIXTURES SHALL BE WHITE IN COLOR; ALL WATER CLOSET SEATS SHALL BE WHITE. ALL HOT AND COLD WATER SUPPLIED SHALL HAVE CHROME -PLATED PROCESS STOPS. PLUMBING FIXTURES SHALL BE OF VITREOUS CHINA UNLESS SPECIFIED OTHERWISE AND SHALL BE OF THE FOLLOWING TYPES, FURNISHED COMPLETE WITH ALL FITTINGS, MOUNTING FLANGES, CARRIERS, CAP SETTING COMPOUND, ETC. PLUMBING FIXTURES SHALL BE AS SCHEDULED OR APPROVED EQUAL. INSULATION: INSULATE ALL DOMESTIC COLD AND HOT WATER AND CONDENSATE PIPING WITH 1 /2" THICK FIBERGLASS WITH ALL SERVICE JACKET. THIS CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE BY THE OWNER. VERIFY ALL POINTS OF CONNECTION TO EXISTING LINES WITH PIER ONE'S CONSTRUCTION MANAGER IN THE FIELD. DATE: inm Kin. li%a Li 114 V. DRAWN By: 06/25/14 P1 14 004 SWCT P0031114 STAFF CHECKED By: STAFF mw-, coRTIANo M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 E Ev Do r 00 a/L NO �;;`m m M g'®UC20 o O X�= 0.LiW3 � N C O `® vpO tD y. M M X = co m LO ON C LL 1* Q 0 r O O U A a 3�: O N -0 Ld O 4? LLJ O c) 0 r s CO V) V) ■� s I- No.;?3244 Reg#:23244, EXP. 01 /31 /2015 REVISION 007/29/14 CLIENT REVISIONS PLUMBING SPECIFICATION SHEET NUMBER n