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HomeMy WebLinkAboutHwy 17-92 (2)a GENERAL VICINITY MAP r •Mr.r. ,a c • H'.. as , Ellrey Ultnr Crsea ^ Gult Hnmm ek Nat ' sGitlarKey teNl in h' yenkeetwvb • 7 ' Rae f, Leya Arnn.:.ar'I Crystal River Nempll!!I r,,. •, H °• CHASSANOMRRA NWN C��bl�+trke • I Recon Pr BMaorte ... Wecn e wo-Wa, ee5 ° Spring 11u .1 lwynnalq Port Richt N.. Holiday Tarpon Springs' Palm Harbor Drone ' Dunedin r 1 11 ClearWatet, Uvgo Indra Rock. aeech e ' Radm et on Bpac M°fierce floc Flagler Reach at _ ( Ormond By rhe Sea ,. LAKE ESTS.4 I Rallis cl .rail m nnend Beach - �t ly Hdl `� Beach FIRE �W aytona � � Daylone Beach Shore! a ,>•t — — — — uorange nn Ora a ACOUSTICAL ' W IUw Dy The Sea EQUIPMENT P.I.V. POST INDICATOR VALVE �Ib 11 Ponce Inlet ADJACENT 85 ' Lako samerdw New Smyrna Beach U den Na Edgewater h` at STS. i� Oak Rig• PLASTIC DR PLASTER .n u ABOVE FLOOR FINISH EXIST. �. N o, r ingot neve PLYWOOD a 7 • tin MA EXPANSION ;h uluoi.'fpI Ale�Dr ullUl PRIOR "r viNe ALUMINUM BB lege r !'feeler I M1IU SPA CI LfM!/A -Ar ALTERNATE • 1J. LA I/LAe10l hontanac Are roesu11snoe — Sharp et ANCHOR TOLL . Ca Poklt'r C.wRe Gnavenl r POUNDS PER SQUARE INCH o a If Island Rock) (:ncoe Beach a gu 95 P.I APPROXIMATE lap Anr.,r l A, four Gall a Satellite Beach ' Howuev. M- 1pt o ;e:ihh ur Beach FR. FRAME P.V.C. eI�QU'rna A. S.T.M. AMERICAN SOCIETY OF TESTING OF MATERIALS lir, p M Ibnr rap Beach AA, Mwihnr PNlnl Bey B.F.F. MNlber 70 MNbovme Shoran Ike • Flond°na Beech Icni nn �, BLDG. kananpvdb Ira FURRING Mie. DETAIL VICINITY MAP RAMBLEWOOD - rrCP • HIDDEN _ ( `coRNWAII RD Lake WRVI"i 1 1 —�— ,. LAKE ESTS.4 I Rallis cl .rail m A.C.I. - �t Q lNE� �'� ' FIRE �W Yu•' - a ,>•t — — — — ACOUS. ACOUSTICAL 27 1 EQUIPMENT P.I.V. POST INDICATOR VALVE J ADJACENT ETC. ' Lako t". PINE U IR LA Mlnni h` E.M. STS. i� HGT PLASTIC DR PLASTER A.F.F. ABOVE FLOOR FINISH EXIST. �. N PLYWD. PLYWOOD A.I.S.C. • > PINI. VE. ABBREV IAT ION LEGEND A. B. ANCHOR BOLTS ELEV. ELEVATION O'HEAD. OVERHEAD A.C.I. AMERICAN CONCRETE INSTITUTE EQ. EQUAL PART'N. PARTITION ACOUS. ACOUSTICAL EQPT. EQUIPMENT P.I.V. POST INDICATOR VALVE ADJ. ADJACENT ETC. ETCETERA Pl. PLATE ADJUST. ADJUSTABLE E.M. EACH WAY PLAS. PLASTIC DR PLASTER A.F.F. ABOVE FLOOR FINISH EXIST. EXISTING PLYWD. PLYWOOD A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION EXP. EXPANSION PR. PRIOR ALUM. ALUMINUM FDN. FOUNDATION PROP. PROPERTY ALT. ALTERNATE F.E. FIRE EXTINGUISHER P.S.F. POUNDS PER SQUARE FOOT AWCH, ANCHOR FIN. FINISH P.S.I. POUNDS PER SQUARE INCH APPLIC. APPLICABLE FLOUR. FLOURESCENT P.T. PAPER TOWEL APPROX. APPROXIMATE FLR. FLOOR PTD. PAINTED ARCH. ARCHITECTURAL OF ARCHITECT FR. FRAME P.V.C. POLYVINYL CHLORIDE A. S.T.M. AMERICAN SOCIETY OF TESTING OF MATERIALS FT. FEET R. RISER B.F.F. BELOW FINISH FLOOR FT6. FOOTING R.C.P. REINF. CONIC. PIPE BLDG. BUILDING FUR. FURRING REINF. REINFORCING BLK. BLOCK 64! GAUGE REQ'D. REQUIRED BM. BEAM GALV. GALVANIZED R.O. ROUGH OPENING B.P. BASE PLATE G.B. GRAB BAR R.O.W. RIGHT-OF-WAY BRIG. BEARING 6.C. GENERAL CONTRACTOR SCHED. SCHEDULE H.U.R. BUILT UP ROOF GL. GLASS SIM. SIMILAR CAB. CABINET GYP, BD. GYPSUM BOARD S.J.I. STEEL JOIST INSTITUTE C.F. CUBIC FEET HDWE. HARDWARE SPECS. SPECIFICATIONS C.L. CENTERLINE H.M. HOLLOW METAL SQ. SQUARE CL6. CEILING HORIZ. HORIZONTAL S.F. SQUARE FEET CLR. CLEAR H'RAIL. HANDRAIL STL. STEEL C.M.P. CORRUGATED MTL. PIPE HT. HEIGHT STRUCT. STRUCTURAL COL. COLUMN HTR. HEATER SUSP. SUSPENDED COMP. COMPACTED HN. HEADWALL T. TREAD CONIC. CONCRETE IN. INCH T'HOLD. THRESHOLD COND. CONDESATE INSUL. INSULATION TK. THICKNESS CONST. CONSTRUCTION INTR. INTERIOR TLT. TOILET CONT. CONTINUOUS INV. INVERT T.O.B. TOP OF BEAM CONTR. CONTRACTOR JST. JOIST T.O.F. TOP OF FOOTING DET'L. DETAIL JT. JOINT T.O.M. TOP OF MASONRY DIA. DIAMETER LAM. LAMINATE T.O.S. TOP OF STEEL DIM. DIMENSION L6. LONG T.O.W. TOP Of WALL DISP. DISPENSER MAS. MASONRY TYP. TYPICAL DN. DOWN MAX. MAXIMUM U.N.O. UNLESS NOTED OTHERWISE D.O. DITTO MECH. MECHANICAL U.B. VAPOR BARRIER DR. DOOR MFG. MANUFACTURER VERT. VERTICAL D.S. DOWNSPOUT MIN. MINIMUM W/ WITH DWG, DRAWING M.O. MASONRY OPENING WD. WOOD OR WIDTH EA. EACH MTS. MOUNTING WDW. WINDOW E.F. EACH FACE MTL. METAL W.H. WATER HEATER ELEC. ELECTRICAL M.I.C. NOT IN CONTRACT W.P. WEATHER PROOF NO. NUMBER WT. WEI6HT NOM. NOMINAL M.M.M. WELDED WIRE MESH N.T.S. NOT TO SCALE O.C. ON CENTER NAME 4 A NEW U)IFIFAII I-AC11 11FY S�NF�1�D, FLT 1 I)/t F)1fvr_1_t)F)ER: 1-10RNE pROpEUT1ES INC. MnwvI1N, to PRIME TENANTS ADDRESS — CONTACT _—__-- PHONE NAME --- ADDRESS-- CONTACT PHONE NAME ADDRESS — — _— CONTACT PHONE NAME — ADDRESS CONTACT PHONE NAME ADDRESS CONTACT PHONE NAME ADDRESS CONTACT PHONE _ t MUNICIPALITY BLDG. INSP. PLUMB. INSP. NAME CITq#ALL BU/LD/A149IN,0 NAME ,,'J' /7V — ------ ADDRESS doe NOXrll KOR/(/E ADDRESS �9NFO,QO�FL. _-"-71_— --- ----- CONTACT ✓Of/fVNe Q/Eii/CH_— CONTACT PHONE �'� .32.Z ',�/�_ _-- PHONE -- `-- EL EC. INSP. MECH. INSP. NAME NAME ADDRESS --^------- -- -- -- ADDRESS CONTACT PHONE ENGINEER NAME ADDRESS CONTACT ------ - --- -- PHONE CONTACT PH04E D. 0. T. NAME ADDRESS CONTACT PHONE 1 UTILITIES ELECTRIC WATER NAME FLORIDA PO!!/ER j Z16JZ CO, NAME �'/T�f f/ALG, 4W2F' OEol ADDRESS JO/ ADDRESS 300 /YORTH oi9R� Or4/l/E 44/Y,cORO4 IcWKI L9 .3277/ J,9/Yf0R0, &. 3277/ CONTACT yR. BRdCE STEP�1E�jlS'ON CONTACT PHONE (d05j d2,Z -S3d7 PHONE l3os�-4Z,Z-e3/G/ EXT. •Z•fz W SEWER NAME 1&L OR/DA P 461_1C !/TIWXT " 14. NAME d'/T-41 yAL L, riE/!/ER 06177 A D D R E 5 5 _FdO WEST G rH 74EEq ADDRESS 300 N09711 fA.4KORIA5 s.4NF0�0, FLOR"/DA 3.277/ /-Z. 'f Z 77/ CONTACT CONTACT (I305).322 PHONE 1.446) M2 -S723 PHONE %3 ) 3ZZ-3/4/ PHONE CABLE NAME NAME ADDRESS —+ __— __--_—__— ADDRESS CONTACT —�� CONTACT PHONE —, PHONE SANFORD FIRE DEPARTMENT 1303 FRENCH AVENUE SANFORD, FLORIDA 32771 eel GENERAL NAME ADDRESS CONTACT PHONE PLUMBING NAME ADDRESS CONTACT PHONE ELECTRICAL NAME ADDRESS CONTACT PHONE CONTRACTORS JOB SITE SUPT. ADDRESS PHONE SITE MECH. NAME �— ADDRESS CONTACT PHONE MECHANICAL NAME ADDRESS CONTACT PHONE DRAWING INDEX AL1 LOCAL SHOPS A&B FLOOR PLAN ALI.A LOCAL SHOPS C, D & E FLOOR PLAN AL1.B LOCAL SHOPS F1 & F2 FLOOR PLAN AL2 LOCAL SHOPS SCHEDULES & DETAILS AL2.1 LOCAL SHOPS DETAILS AL3 LOCAL SHOPS EXTERIOR FRONT ELEVATIONS AL3.1 LOCAL SHOPS EXTERIOR REAR ELEVATIONS AL4 LOCAL SHOPS WALL SECTIONS AB1 J. BYRONS FLOOR PLAN AB1.A J. BYRONS GARCY STANDARD PLAN AB2 J. BYRONS REFLECTED CEILING PLAN AB3 J. BYRONS SCHEDULES & LEGENDS AB4 J. BYRONS ROOF PLAN & INT. ELEV. KEY PLAN AB5 J. BYRONS INTERIOR ELEVATIONS ABb J. BYRONS INTERIOR ELEVATIONS AB7 J. BYRONS DETAILS ABB J. BYRONS DETAILS AB9 J. BYRONS WALL SECTIONS AE1 ECKERD FLOOR & REFLECTED CEILING PLANS AE2 ECKERD SCHEDULES & DETAILS AE3 ECKERD DETAILS AE4 ECKERD EXTERIOR ELEVATIONS & ROOF PLAN AE5 ECKERD WALL SECTIONS Al ROOF PLAN A1.1 ROOF DETAILS A2 WALL DETAILS A3 DOOR DETAILS A4 STAIR DETAILS SLI LOCAL SHOPS A&B FOUNDATION PLAN SL1A LOCAL SHOPS C, D & E FOUNDATION PLAN SL1B LOCAL SHOPS F1 & F2 FOUNDATION PLAN SL2 LOCAL SHOPS A&B ROOF FRAMING PLAN SL2A LOCAL SHOPS C, D & E ROOF FRAMING PLAN SL2B LOCAL SHOPS F1 & F2 ROOF FRAMING PLAN SB1 J. BYRONS FOUNDATION PLAN SB2 J. BYRONS ROOF FRAMING PLAN SB3 J. BYRONS FRAMING DETAILS SE1 ECKERD FOUNDATION PLAN SE2 ECKERD FRAMING PLANS S1 COMMON FOUNDATION DETAILS S2 OMITTED S3 COMMON FRAMING DETAILS I S4 COMMON FRAMING DETAILS II ML1 LOCAL SHOPS PLUMBING PLAN & DETAILS ML2 LOCAL SHOPS MECHANICAL PLAN & DETAILS MB1 J. BYRONS PLUMBING PLAN MB2 J. BYRONS PLUMBING DETAILS MB3 J. BYRONS H.V.A.C. PLAN MB4 J. BYRONS MECHANICAL DETAILS ME1 ECKERD H.V.A.C. & PLUMBING PLANS ME2 ECKERD MECHANICAL SCHEDULES ELI LOCAL SHOPS A&B ELECTRICAL PLAN EL1A LOCAL SHOPS C, D & E ELECTRICAL PLAN EL1B LOCAL SHOPS F1 & F2 ELECTRICAL PLAN EL2 LOCAL SHOPS ELECTRICAL DETAILS EBI J. BYRONS LIGHTING PLAN EB1A J. BYRONS POWER PLAN EB2 J. BYRONS ELECTRICAL SCHEDULES EB3 J. BYRONS PANEL SCHEDULES EE1 ECKERD ELECTRICAL PLANS ARCHITECTURAL . SERVICES GROUP, INC. 11831 KINGSTON PIKE KNOXV I LLE , TN 37922 (615)966-7410 CONSULTING ENGINEERS MECHANICAL — KELSO REGEIV 4 ASSOC, ELECTRICAL — GLENN NORRIS: DATE- SET ATE- SET NO. 15 ___1 PROJECT NO. 1041 0 Uf4LL Ic PLA 3/32"u it. r Wi 0 Uf4LL Ic PLA 3/32"u it. r WAL-MART DEPT. STORE D w KEY PLAN � O N ro muc;S ro N F Q� ox as w ,� rA. ' Y._j F AIS � 3/3241■ If- 0" �Z1A WAL- MAAT I a cu v--1 I- ,7 ,r • LOCAL SHOPS D zo'-dr PLAN 3/32"- I'-0" W 0 .-4 FLOOR AIS � 3/32'x• I�- 0" /` ZIA WAL—MART DEPT. STORE AIL D G m KEY FLAN a DRUGS H ca w O :4 oa wR �l I -- ---- �:n,: F 2% FLOOR PLAN r z 3/32" • 1'- O" 4416 cu. co AN , � 3/32" • I' - o" vzW WAL-MART DEPT. STORE D G m KEY PLAN a DRUGS H GW ox 0a o ELECTRICAL I PANEL L-1 3" x PANEL SOAP DISH BRADLEY 921 SOAP DISP. p 'roll L•3 6541 al BRADLEY 710 18"X24" L4- -1 ! —4 BRADLEY r1 COAT HOOK SEE DETAIL 931 TOIL BRADLEY 508-52 I BRADLEY a3 I I 13' -fel TYPICAL 30' MODULE SALES W STOCK _Q— 411 WIDE RED TAPE ON FLOOR PZ SEE FRONT EXTERIOR ELEVATION FOR STOREFRONT DESIGN. L•6 - TYP. 301 MODULE PLAN I TYP. 301 3/ 32' ■ 1' - 0" A S/32 " ■ I - 0 PIPE RAIL. F.F.E. MINUS 1 1/2" STEP TO GRADE 1011 31-411 1011 NO. OF TREAD AS REQ'D @ 10"EA. IE5 z Ln EXTERIOR WALL I.F.E. MINUS 1/2" THRESHOLD PER HARDWARE SCHEDULE PLAN rcb PORCH STEPS f I/411■ 11, 011 ELEC. PANEL - TOILET L3 —�❑ I ll STOCK 411 wlDr.•. Rr;n 11 n n II u 'GAFF, ON FLOUR I.2 -- TYPICAL 40' MODULE 0 SALE' IJIJ SEE F'RON'T' EXTERIOR ELEV. FOR STOREFRONT 14 DESIGN A2 L1 TYP 4.01 MODULE PLAN :5/324-m- 1 011 L 2� ELECTRICAL LOCALS LOCALS L-1 3" x PANEL SOAP DISH BRADLEY 921 SOAP DISP. BRADLEY 6541 MIRROR BRADLEY 710 18"X24" L4- BRADLEY 9094X18" TOWEL DISP. BRADLEY 250 COAT HOOK BRADLEY 931 TOIL BRADLEY 508-52 STOCK BRADLEY a3 I FIRE EXTGHR, LARSEN MP10 BRACKET MOUNT 1 BRADLEY 934 T7 tl fl N BRADLEY 1 NAPKIN VENDOR BRADLEY 4" WIDE WASTE RECEPTICAL BRADLEY 377 SEE DETAIL -0 RED TAPE � 1 1 3/4" A I t�AL 7- F-• ON FLOOR f-- )- I- U 0 U U u F- 1 F- 1 13'-111 1 PROVIDE SIGNS PER LOCAL MODULES @ DOOR TYPES L2 & L4. ENAMEL 1 ¢ cr a 1 ¢ a C —1 w R w P.P.G. REZ SEE NOTE 1 , H z 1 CT.ST.&1 COAT VN. WOOD V) 04 C4 as a1 u1 w V)tKp w w 0 LL I u- 1z -s ¢ A. crl 7- C ii 'T ir CP z PIPE RAIL. F.F.E. MINUS 1 1/2" STEP TO GRADE 1011 31-411 1011 NO. OF TREAD AS REQ'D @ 10"EA. IE5 z Ln EXTERIOR WALL I.F.E. MINUS 1/2" THRESHOLD PER HARDWARE SCHEDULE PLAN rcb PORCH STEPS f I/411■ 11, 011 ELEC. PANEL - TOILET L3 —�❑ I ll STOCK 411 wlDr.•. Rr;n 11 n n II u 'GAFF, ON FLOUR I.2 -- TYPICAL 40' MODULE 0 SALE' IJIJ SEE F'RON'T' EXTERIOR ELEV. FOR STOREFRONT 14 DESIGN A2 L1 TYP 4.01 MODULE PLAN :5/324-m- 1 011 L 2� I TYPICAL 25' MODULE az z SALES 0 1p A2 ELECTRICAL LOCALS LOCALS L-1 3" x PANEL SOAP DISH BRADLEY 921 SOAP DISP. BRADLEY 6541 MIRROR BRADLEY 710 18"X24" L4- BRADLEY 9094X18" TOWEL DISP. BRADLEY 250 COAT HOOK BRADLEY 931 TOIL BRADLEY 508-52 STOCK BRADLEY a3 I FIRE EXTGHR, LARSEN MP10 BRACKET MOUNT 1 BRADLEY 934 T7 tl fl N BRADLEY 1 NAPKIN VENDOR BRADLEY 4" WIDE WASTE RECEPTICAL BRADLEY 377 SEE DETAIL -0 RED TAPE � 1 1 3/4" A I t�AL 7- F-• ON FLOOR f-- )- I- U 0 U U u F- 1- F- SIGN TO READ: 13'-111 HOURS." PROVIDE SIGNS PER LOCAL MODULES @ DOOR TYPES L2 & L4. ENAMEL a I TYPICAL 25' MODULE az z SALES 0 1p A2 SEE FRONT EXTERIOR ELEVATION FOR STOREFRONT DESIGN T 25' MODULE PLAN TYP 25' MODULE REF. CLG. PLAN 32" ■ 11- 0i1 /� ! 3/32" ■ 1' - O" REF LT CLG, PLAN LEGEND NOTE: SPRINKLER HEADS SHOWN 2`x4k SUSPENDEP SUPPLY REG17TER SCHEMATICALLY AND SHALL Cly TU -E BE LOCATED PER NFPA-13 REQUIREMENTS W SURFACE MID' RETURN' GRILLE FLDl1'R. LiG fT 48" LA,Y- IN EXHNJST FM @ F LaM L 1GHT SPRI K ER Q MALL TQ DECK MAX. 7 1/2" RISE F. E. MINUS 1 1/2" FROM PAVING CONC. PAD TURN 10" �3'-4"10" SOWN 12'1 ON 3 SIDES M.O. o I F.F.E. MINUS 1/2" � THRESHOLD PER EXTERIOR HARDWARE SCHEDULE WALL NOTE: CONC. PAD IS TYP. EXCEPT AS PROVIDED FOR IN LOCAL' FLOOR PLAN NOTES PLAN rah REAR PORCH S 1/4" ■ I'-011 �AI_2 5 I SIAMESE II CONNECTION SPRINKLERHOUSE PLANrl 2___ ALz 0 i SEE DETAIL ELECTRICAL It I11-2 — PANEL TOIL CUT- 3 nL 4" WIDE RED 'PAPE EXIT STRIPPING ON FLOOR SALES F-11 i SEE FROM EXTERIOR ELEVATION FOR STOREF'RON'T' DESIGN LI R TYP. 201 MODULE PLAN TYP. 20' MODULE REF CLG, PLAN 3/32" ■ 1'- O" � 3/32" ■ 1'- 011 M I E3 (-- F—= r-1-_..-1 1 tV FE Cl U E Gti U I I!-=) M EE IrA T �CH�DIJ�E LOCALS LOCALS L-1 3" x 7"x SOAP DISH BRADLEY 921 SOAP DISP. BRADLEY 6541 MIRROR BRADLEY 710 18"X24" METAL SHELF BRADLEY 9094X18" TOWEL DISP. BRADLEY 250 COAT HOOK BRADLEY 931 TISSUE DISP. BRADLEY 508-52 GRAB BAR BRADLEY 1 FIRE EXTGHR, LARSEN MP10 BRACKET MOUNT 1 BRADLEY 934 ADJUST. SHELV. tl fl WASTE RECEPT I CLE BRADLEY 1 NAPKIN VENDOR BRADLEY 1 WASTE RECEPTICAL BRADLEY 377 1 1 -0 20 x � 1 1 3/4" A 1 1 F-• �. SEE FRONT EXTERIOR ELEVATION FOR STOREFRONT DESIGN T 25' MODULE PLAN TYP 25' MODULE REF. CLG. PLAN 32" ■ 11- 0i1 /� ! 3/32" ■ 1' - O" REF LT CLG, PLAN LEGEND NOTE: SPRINKLER HEADS SHOWN 2`x4k SUSPENDEP SUPPLY REG17TER SCHEMATICALLY AND SHALL Cly TU -E BE LOCATED PER NFPA-13 REQUIREMENTS W SURFACE MID' RETURN' GRILLE FLDl1'R. LiG fT 48" LA,Y- IN EXHNJST FM @ F LaM L 1GHT SPRI K ER Q MALL TQ DECK MAX. 7 1/2" RISE F. E. MINUS 1 1/2" FROM PAVING CONC. PAD TURN 10" �3'-4"10" SOWN 12'1 ON 3 SIDES M.O. o I F.F.E. MINUS 1/2" � THRESHOLD PER EXTERIOR HARDWARE SCHEDULE WALL NOTE: CONC. PAD IS TYP. EXCEPT AS PROVIDED FOR IN LOCAL' FLOOR PLAN NOTES PLAN rah REAR PORCH S 1/4" ■ I'-011 �AI_2 5 I SIAMESE II CONNECTION SPRINKLERHOUSE PLANrl 2___ ALz 0 i SEE DETAIL ELECTRICAL It I11-2 — PANEL TOIL CUT- 3 nL 4" WIDE RED 'PAPE EXIT STRIPPING ON FLOOR SALES F-11 i SEE FROM EXTERIOR ELEVATION FOR STOREF'RON'T' DESIGN LI R TYP. 201 MODULE PLAN TYP. 20' MODULE REF CLG, PLAN 3/32" ■ 1'- O" � 3/32" ■ 1'- 011 M I E3 (-- F—= r-1-_..-1 1 tV FE Cl U E Gti U I I!-=) M EE IrA T �CH�DIJ�E LOCALS LOCALS L-1 3" x 7"x SOAP DISH BRADLEY 921 SOAP DISP. BRADLEY 6541 MIRROR BRADLEY 710 18"X24" METAL SHELF BRADLEY 9094X18" TOWEL DISP. BRADLEY 250 COAT HOOK BRADLEY 931 TISSUE DISP. BRADLEY 508-52 GRAB BAR BRADLEY 812--003-52 FIRE EXTGHR, LARSEN MP10 BRACKET MOUNT TOWEL RING BRADLEY 934 ADJUST. SHELV. KV 85 AND KV 105 (3'-0"0. C.) WASTE RECEPT I CLE BRADLEY 377 NAPKIN VENDOR BRADLEY 420 WASTE RECEPTICAL BRADLEY 377 M I SCEL�L_AMEf�l--1� Pf"IEIV`f �CH�DIJ�E LOCALS CGMMF.--t`iTS L-1 3" x 7"x EQUIPMENT Il AL. AND MOUNTING L-1 HEIGHT AL. S'T'OREFRONT L-'2 x LID LA N ] p (> C'1 U. d O O r1 O A WD F'2 -- L-3 -- SOLID CORE WOOD L-4 3°x 7"x 0 L0 el F3 T2 L-4 -0 -0 -0 20 x 7"x 1 3/4" A MTL F-• �. f-- )- I- U 0 U U u F- 1- F- SIGN TO READ: "THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS." PROVIDE SIGNS PER LOCAL MODULES @ DOOR TYPES L2 & L4. ENAMEL a ¢ cr a PAINT ¢ a z —1 w R w P.P.G. REZ SEE NOTE 1 , H z 1 CT.ST.&1 COAT VN. WOOD V) 04 C4 as a1 u1 w V)tKp w w 0 LL I u- 1z -s ¢ A. crl 7- C ii 'T ir CP z 11 j l�il x 2 COATS VARNISH EXTER. P.P.G. CEMENT HIDE VINYL T. (11 li_ Ol MASONRY tilul :I: M x'. 0 La a: al lil Gl m F•- t)1 I in 1 SALES A . G 1-1 G1 if. a) al Li X W Q. m z ._l La i'C W U) I STOCK ® RO011 NAI9E A. u- 0 a 1 2 1 W F n 01 al ¢ F 2 w .a W u) D ® METAL ENAMEL q 0 ¢ 0 C4 1- l,l 3 0 2 0 Ln 4: fr.' a: 0 CI. 0 X 3 0 r7 la 1 COAT CEMENT PRIME METAL ENAMEL tJ1 I Ol L i F u F- Lo U L t>.. F NORIC 1 COAT STAIN WOOD TOILET 0 1 COAT VARNISH STAIN I,q C7 T :1.. ALL MOI.JI\IT I I\iG f -IE I' GF,lTT.a SFIOWN ARE NOMINAL. 'IIT'" INDICATES DIM. TO 'FOP OF ITEM 'ICI' INDICATES DIM. TO CENTER OF ITEM. ' DIM. MAY BFB. ADUUSTE� D SLIGHTLY AS NECESSARY TO COORDINATE W/C)-rHER :ITEMS OF CONST - 73, PROVIDE SOLID BLOCI':: I NG IN WALLS AT APPROPRIATE LOCATIONS FOR SOLID, SECURE MOUNTING OF ALL ITEMS. 4. ANY ITEMS SCHEDULED ARE TO BE PROVIDED p� 4 5/8" 71--5" � L 7'-6" 4 5/811 T.P. HOLDER H/C GRAB U TYP. BAR TYP. 16'1- no 00 _ ■ I L-3 tr - L=3 I 1 .-T 611 r1 N TOWEL MIRROR OVER DISP. TYP. LAV. TYP. PLAN rM TOILET GROUP I i 1/4" - 1'- 0" ,A 2 M SEE FOR DE'I'AiETAI LS SLZ� WD HT �JJ DR MAIL TK FR THD HIM LAB CGMMF.--t`iTS L-1 3" x 7"x 1 3/4" Il AL. F1 '1'1 L-1 -- AL. S'T'OREFRONT L-'2 x 66 x 1 3/4" A WD F'2 -- L-2 =jc SOLID CORE WOOD L-3 3° x 7°x 1 3/4" A WD F'2 -- L-3 -- SOLID CORE WOOD L-4 3°x 7"x 1 3/4" A M'I'L F3 T2 L-4 LOCKSET CE0760 X US -26D LESS 0/5 TRIM & CYLINDER HOLLOW METAL L-5 20 x 7"x 1 3/4" A MTL F'3 T2 L-5 -- HOLLOW METAL 1 EA. LOCKSET LF 5307 X US - 26D 1 EA. THRESHOLD #BB5 36" ALUMINUM NATIONAL GUARD 1 EA. STOP *144 X US -260 2, EA. SILENCERS 4035 SIGN TO READ: "THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS." HHF2DWint F2E SCI-1EE: L)UL.F: - 1_.oc0�_NL-. SET L1 (PROVIDE ADDITIONAL HDWE. AS REQ'D AT PAIRED DOORS) MANUF. l raGl-�s r�lrt[r FI u9u &01_;fs 1 SET OFFSET PIVO'T'S 35-205 TOP PITTCO w 35-206 BOTTOM RIGHT GAF 35-207BOTTOM LEFT 1 EA. MS LOCK 1850-A ADAMS RITE 1 EA. PULL TYPE 10 PITTCO 1 EA. PUSH TYPE 10 PITTCO 1 EA. CLOSER 200-3 TUBE LITE 1 SET FLUSH BOLTS AS REQ•D AT PAIRED DOORS 1 EA., NAT. GUARD #336 ALUM. WEATHER STRIPPING SET L2 BROWN BUTTS FURNISHED WITH WOOD DOOR UNITS 1 EA. PASSAGE LF -5301 X US -26D 1 EA. CLOSER #603 X AL X SN 1 EA. KICKPLATE 8" X 34" BROWN PLASTIC - SALES SIDE SET L"3 V BUTTS FURNISHED WITH WOOD DOOR UNITS I EA. PRIVACY LF -5302 X US -26D 1 EA. STOP 4005 BALDWIN 1 EA. KICKPLATE 8"X34" BROWN PLASTIC - INSIDE TLT. SET L4 1 1/2 PR. BUTTS FBB-179 4-1/2"X 4-1/2"X NRP X US -32D 1 EA. LOCKSET CE0760 X US -26D LESS 0/5 TRIM & CYLINDER 1 EA. STOP *144 X US -26D 1 EA. THRESHOLD A -B05 36" ALUMINUM I SET WEATHER STRIPPING A-171 3070 2 EA. SILENCERS 4035 SET L5 H V 1 1/2 PR. BUTTS FBB-179 4-1/2" X 4-1/2" X NRP'X US -32D 1 EA. LOCKSET LF 5307 X US - 26D 1 EA. THRESHOLD #BB5 36" ALUMINUM NATIONAL GUARD 1 EA. STOP *144 X US -260 2, EA. SILENCERS 4035 SIGN TO READ: "THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS." PROVIDE SIGNS PER LOCAL MODULES @ DOOR TYPES L2 & L4. ROOM FINISH SCHEDULE LOCALS RM. ROOM CLG NO. NAME FLOOR BASE KALL WSCOT CEILING H7' REMARKS ITEM MANUF. W w COLOR w FLOOR GAF r w WHITE 1211X12"Xi/8 w VINYL COMP.TILE BASE BD, —1 •-1 W BROWN u ._I u CD47 --1 al V STANDARD CEILING ---- WHITE 24"X48"X5/0"RANDOM ti H L PANEL FISSURED PATTERN 3 'L. ••-1 -L, INT. H 1 I FLAT WHITE F H V F LATEX O H P.P.G. SPEEDHIDE SEMI- F w w INT. GLOSS,LO LUSTER ENAMEL a ¢ cr a PAINT ¢ a z —1 w R w P.P.G. REZ SEE NOTE 1 F H z 1 CT.ST.&1 COAT VN. WOOD V) 04 C4 as a1 u1 w V)tKp w w 0 1z -s ¢ x w 7- C v n a 4 NOTE 3 2 COATS VARNISH EXTER. P.P.G. CEMENT HIDE VINYL FOCAL I COAT BLOCK FILLER MASONRY ACRY. BUFF 2 COATS FINISH CONC-BL. LATEX 1 SALES A O EXTER. P.P.G.- CEMENT HIDE VINYL FOCAL ® CEMENT 101-01, ACRY. 1. STOCK ® ® (ASB BD) ® EXTER- 91 _0.I QUICK DRY 3 TOILLT ® METAL ENAMEL Y7632 4 MIL. THICK(DRY) —' OVER SHOP PRIME 81-01, P.P.G. QUICK DRY ALKYD JAVA 1 COAT CEMENT PRIME METAL ENAMEL Y7632 I COAT FINISH PAINT 4 MIL. THICK (DRY) EXTER. P.P.G. REZ SOLID NORIC 1 COAT STAIN WOOD STAIN WALNUT 1 COAT VARNISH STAIN I ��r•IzsH r-eA-rIE~r�cxA�. s1�Ecz�ac�-rsalu - LC) ALL OP'S ITEM MANUF. MODEL #/DESCRIP. TYPE COLOR REMARKS FLOOR GAF 5813 ---- WHITE 1211X12"Xi/8 VINYL COMP.TILE BASE BD, JOHNSON- .080 GA.VIN. BROWN ITE COVE BASE CD47 CEILING OWENS STANDARD CEILING ---- WHITE 24"X48"X5/0"RANDOM CORNING PANEL FISSURED PATTERN GYPSUM P.P.G. SPEEDHIDE INT. BONE 2 COATS FINISH BD.WALL FLAT WHITE 6 MIL.THICK(DRY) PAINT LATEX METAL P.P.G. SPEEDHIDE SEMI- ALKYD BEECH- 2 COATS FINISH INT. GLOSS,LO LUSTER ENAMEL NUT 3 MIL.THICK (DRY) PAINT M3607 INT. P.P.G. REZ SEE NOTE 1 SEMI SEE 1 CT.ST.&1 COAT VN. WOOD TRANS. NOTE 4 STAIN - _ POLYU. NOTE 3 2 COATS VARNISH EXTER. P.P.G. CEMENT HIDE VINYL FOCAL I COAT BLOCK FILLER MASONRY ACRY. BUFF 2 COATS FINISH CONC-BL. LATEX PAINT EXTER. P.P.G.- CEMENT HIDE VINYL FOCAL 2 COATS FINISH CEMENT ACRY. BUFF 6 MIL. 'CHICK (WET) FAINT LATEX (ASB BD) EXTER- P.P.G. QUICK DRY ALKYD JAVA 2 COATS FINISH METAL ENAMEL Y7632 4 MIL. THICK(DRY) PAINT OVER SHOP PRIME GALV. P.P.G. QUICK DRY ALKYD JAVA 1 COAT CEMENT PRIME METAL ENAMEL Y7632 I COAT FINISH PAINT 4 MIL. THICK (DRY) EXTER. P.P.G. REZ SOLID NORIC 1 COAT STAIN WOOD STAIN WALNUT 1 COAT VARNISH STAIN NOTES: 1. USE CLEAR STAIN OR SEMI -TRANSPARENT STAIN AS PER ARCHITECT'S DIRECTION, 2- GLIDDEN OR SHERWIN-WILLIAMS ARE ACCEPTABLE EQUALS. 3. CLEAR STAIN 77-9. 4, SUBMIT 'THREE COLOR SAMPLES TO ARCHITECT. W 6m 66 Z u O 1 .Lu f `s'rr t2 � ui z� U�—CNI p ccU) 0 I Lu Q U1 i V) Z =,75z 00 uj ~X O cc z t Y LOCAL ri SHOPS .. SCHEDULES ,1 8k DETAILS �;? PROJECTO. logl DATE:)z- II -Y4 . I sHT. A L 2 I 1 TYP 25' MODULE PLAN TYP 25' MODULE REF CLG. PLAN 4 TYP. 20' MODULE PLAN 5 TYP 20' MODULE REF. CLG PLAN 6 3/32" - 11,011 3/32' - I' - 0 3/32' - 1- 0 L� / 3/320. 1, _ 0., L2. • O I I 1{ '1 I, 1 1 f 'i z C i 1 1, II � 3 TYP. 30' MODULE PLAN TYP. 30' MODULE REQ: CLG. P 3 / 32 -7 - 0'' 3/32",- 1 - 0" 2 TYP 25' MODULE PLAN TYP 25' MODULE REF CLG. PLAN 4 TYP. 20' MODULE PLAN 5 TYP 20' MODULE REF. CLG PLAN 6 3/32" - 11,011 3/32' - I' - 0 3/32' - 1- 0 L� / 3/320. 1, _ 0., L2. i i '1 2 TYP 25' MODULE PLAN TYP 25' MODULE REF CLG. PLAN 4 TYP. 20' MODULE PLAN 5 TYP 20' MODULE REF. CLG PLAN 6 3/32" - 11,011 3/32' - I' - 0 3/32' - 1- 0 L� / 3/320. 1, _ 0., L2. 0 TOILET- (� D f lull STOCK " f'3A' 4" WIDE RED - 'PAPE EXIT STRIPPING ON FLOOR ' A D TYPICAL 15' MODULL QN SALES �1 m H 2 0 O v, lx W - .1 I O N vix TYP. 15 MODULE PLAN 7 TYP. 15 MODULE REF CLG, PLAN 3/32"- 1'-'04 L2/ 3/320- I' -O" L. 4 N j. ® I NOTE; SPRINKLER HEADS SHOWN SCHEMATICALLY AND SHALL ,. BE LOCATED PER NFPA-13 REQUIREMEN`T'S 77-m :0 g T Y L0 j Z O CC4 ZI •Y Z I < Y LOCAL SHOPS DETAILS PROJECT NO DATE: 12 SHT. A L 2.I� , "LOCAL. A " F FONT ELEVATION CArLE ► 3/32` - I" -U' "LCICAL. 5 " FRONT ELEVATION SCALE ► 3/32' - V-0' /'LOCAL - C" FRONT ELEVATION SCALE 13/32' = V-0' "LOCAL -0 " FRONT ELEVATION r4 SCAI..F' 13/3?, - 1'--0' r•riofn,r' „LCJCAL --L " FRONT ELEVA-rioN SCA!.E 1 3/3?' = ''--0' W "LOCAL --Fl„ SCALE r 3/32' 0 1'--0' a e4 FRONT ELEVATION "LOCAL _.F? SCAU: I :3/3p, _ M-0' FRONT ELEVATION lk WAL-MART DEPT. STORE D KEY PLAN 5 I� DRUGS �W o0� Q_ 2 rn N r REVISIONS I Z 044 Sf/oPs �XTENOR FR'OtYT � 5L E!%9MONS I 7 u� PROJECT NO ®ATE : )2 •►j-` 4 SMT. AL3 "I i i "LOCAL. A " F FONT ELEVATION CArLE ► 3/32` - I" -U' "LCICAL. 5 " FRONT ELEVATION SCALE ► 3/32' - V-0' /'LOCAL - C" FRONT ELEVATION SCALE 13/32' = V-0' "LOCAL -0 " FRONT ELEVATION r4 SCAI..F' 13/3?, - 1'--0' r•riofn,r' „LCJCAL --L " FRONT ELEVA-rioN SCA!.E 1 3/3?' = ''--0' W "LOCAL --Fl„ SCALE r 3/32' 0 1'--0' a e4 FRONT ELEVATION "LOCAL _.F? SCAU: I :3/3p, _ M-0' FRONT ELEVATION lk WAL-MART DEPT. STORE D KEY PLAN 5 I� DRUGS �W o0� Q_ 2 rn N r REVISIONS I Z 044 Sf/oPs �XTENOR FR'OtYT � 5L E!%9MONS I 7 u� PROJECT NO ®ATE : )2 •►j-` 4 SMT. AL3 "I I L:n Mtn L�: GUTTER SEE ELEC ' p ❑ p 0 L:n Mtn L�: GUTTER SEE ELEC ' p ❑ p 0 13 0 Ll 0 ❑ SEE EECCAH EJ LIGHT 0 0 VENT-� RAIN DS— S H❑❑D HOOD ❑ ED _ SEE ELEC L — — J 0 13 ❑ SEE LE E l C7 o 0 CI ED 0 0 — — SEE ELEC 0 0 0 0 C7 II SEE ELEC I I L.--� I I HOOD --- Lo a w 0 "L❑CAL A " REAR ELEVATION � I I I 1 SCALE 1 3/32' - 1"-0' 'LOCAL 5 " REAR ELEVATION CALE 1 3/32' 1°-0' UUIILK SEE ELEC ' o C3 0 o0 A p o "L❑CAL A " REAR ELEVATION � I I I 1 SCALE 1 3/32' - 1"-0' 'LOCAL 5 " REAR ELEVATION CALE 1 3/32' 1°-0' UUIILK LIGHT VENT--�❑ o C3 0 o0 Q p o Q O CAP RAIN DS HOOD O _ SEE ELEC L — — J SEE ELEC VENT --N 0 Cl O CONCRETE — N BLOCK SEE ELEC 1 "L❑CAL - C" REAR ELEVATION SCALE 1 3/32' = 1'-0' E GUTTER A a LIGHT ca Q O SCE E_LE C i Q O Q O O p4 GUTTER Q q LIGHT ca Q O SCE E_LE C 0 Q O Q O ❑ PAINTED SEE ELEC VENT --N 0 Cl O CONCRETE — N BLOCK SEE ELEC U L.--� RAIN DS I HOOD "LOCAL --0 " SCALE 1 3/32' = 1'-0' REAR ELEVATION uUi 1uc Q q a p L L ca Q O SCE E_LE C E3 Q O Q O Q Q SEE ELEC Q Q O SEE ELEC Cl O i� 13 N uUi 1uc Q n 0 0 a Q �`�W� SEE ELEC /1- LIGHT � Nr ­o CAP RAIN DS HOOD ❑ Q SEE ELEC CAP RAIN DS---" HOOD N - I "LOCAL --F A, REAR ELEVATION SCALE 1 3/32' = 1'--0' "LOCAL -FI' REAR ELEVATION SCALE 1 3/32' = 11--0' U%j I I L.R Q n 0 0 C7 ° " ®0 /-LIGHT PENT SEE ELEC CAP RAIN DS---" HOOD I I U 'LOCAL -f V SCALE 1 3/32' = 14'--0' REAR ELEVATION WAL-MART DEPT. KEY PLAN x 0 ro yr N LOCAL SOPS REAR .: &xr5Aell 54&MMMS PROJECT NO. OW DATE 1,�- I2-- gq, SHT. AUI 0i CANOPY LDL - LOCAL SCALE -- 1r2' = 11-0" FRONT WALL- LOCAL SCALE -• 11211 = 11--0' INTERIDR COL- LOCAL SCALE -- 1/29 = 11---0' 0 jb15T c�D REAR WALL -LOCAL SCALE - 1125 = 11--04 7 z wZ� Q O N z ZC9 Y Z co ccg < Y LOCAL WALL s SECTIONS PROJECT NO. 1041 ®ATE: X2-12 14 SHT. AL 4 - I c �m V MEZZEN INE FLO 3/32 I' - 0" c� C�� c� 3=8" "!'a 35=p" Y o,r /� �,r ,/,p„ /zcv i �„ /�'G" ,/,,/„ z, „ Zzco �2 7„ G,a,f X0,3„ � /p„ 3 �,, 0011 °O O N t Q �v I I I fi 1 � � •' I � N N t'Na RV-lV I Wit. V• ,� a N iv _-- 1-Tf IG RM1-- N V N i �,0.2 4,1 z� �}-- 2 0 I _; �, i 'r \7�\-ot 0 N to -0 �2-0 9-E hz-7,)Z- --.Ot-.L zz i DIM HAND SIM IJPP 1 09 @ q_h A-.pNs i O� N `D 103 - r N Df i _II I C J y I i� / O r• • 0 I Z I v Q_j ' v I xM I —. AJA �I 1 o r r t h r'L ~ I 1 J -1 I Q cl c� N -S J z W 0i °o h � C1 1 o 4 N C MEZZEN INE FLO 3/32 I' - 0" c� C�� c� _ J. BYRONS �J AN 3/32" • 1 0' ,4B / REVISIONS •• i le V ®Q z, 66 Z Z �i " ~ I W i a� to Z O fV Y Z �IaO� F_– r I . J, BYRONS FLOOR PLAN y PROJECT NO 101// ' I DATE: N? -►Z -M sHT. A B 3=8" "!'a 35=p" Y o,r /� �,r ,/,p„ /zcv i �„ /�'G" ,/,,/„ z, „ Zzco �2 7„ G,a,f X0,3„ � /p„ 3 �,, 0011 °O I I I 1 � � •' I � N N _ �RQ-lV IIV-lV RV -l✓ PQ-l� iQ-IV RV-lV I Wit. V• ,� a N iv _-- 1-Tf IG RM1-- N i �,0.2 .2 PLO. z� �}-- 2 0 I _; �, i 'r \7�\-ot to -0 �2-0 9-E hz-7,)Z- --.Ot-.L zz DIM HAND SIM IJPP 1 09 A-.pNs `D I h J y I / 'o • L>l� Lj I I v Q_j xM I —. o r r r'L ~ -1 N z W 0i °o � C1 o N C I� ; cu 11 II✓/11 ul Zia w R �-151 ••- � r YOIJ .I%t V - .017 712 "v 1 d d d d 4 • CZ LA_ U Ll, N Z.0114_ I 1OJ G d 1 V V d I' Cq j�f;VICE CARR_ Eqj J Q h Q LSI - I / •� \•� �V LA U r ° rl: ' Ln V) A o •LLQ I "•r - - N 9-14 .3- o � � 1Q0 .9-15 101-IE: Ip U i v (o T I I I I D 0 — .'. I I I I I V O L_L_._._.A 1 I 2'-OY 91-8' 151-0' o q p� I tip a <`I • ®� / �1 1 — ?• l I / o lj j� 11 IO O o I !� El R 2 4 o b � �➢ I N p 45 1 5'6' 6'-0' -{-- 12'-0' 6'-0' --j- 564 -{ I I 1 `� Ill tvp/ 33 a N 3'-1' 14'-4' —J&-6. 14'-4' — ,• ST❑CK RM 1 f ` e 2'-0''` FTNG R❑❑M #1 FfNG RM 6 as 451•_ 66 50 �o 4'-0' 41-0' 4'-0' 4'-0' 4'-0' 4'-0' 4' 0' o 6'-4. 3/16' 27,�„ 8"" 35•x" 27=G" �p'2u 5/3=�[" 37,1011 37-q" _ J. BYRONS �J AN 3/32" • 1 0' ,4B / REVISIONS •• i le V ®Q z, 66 Z Z �i " ~ I W i a� to Z O fV Y Z �IaO� F_– r I . J, BYRONS FLOOR PLAN y PROJECT NO 101// ' I DATE: N? -►Z -M sHT. A B i i' 1 III J �1 � •Lit i Ii 1 I i I v III � i i' 1 III J �1 ' i ANC-oa CYNALwT 10 HAYt- 69 AFN(-If 'I v l i i c;Q8 CIA c;6 K-- MOTU, TWel MAg0►1RY WALE. '- 7 GARCY STANDARD PLAN i1 sill 161n �0 8G t�IOT��. �i=� ��-TA►L� 2..,3,�<l' sr+T. AC�f3 SOK (iAta,GY STA�.lCJL4P,p i?�•TA11.5• (�18) (�A) 1 51Q D4"-) dO J. BYRONS GARCY STANDARD PLAN PROJECT NO. ®41/ DATE: �j mil`. A B I A ANC-oa CYNALwT 10 HAYt- 69 AFN(-If W U. fo?,\ f ?'A £w EQ i` E �2 � fct E `Ivq ul �1 I k- xq ITS { — _ 2'�'� , '��' 7 ✓FA<-�S C� L=(�h �9N-rzv, Nto Eq a t Aowaop-.4Trfk jTo6p o' ' 'N Of..IL.Y To 1�E" gUP tSLJW>✓ Ar�OVE �L_/�Tl✓ftZi�( Flt.l. �L• ,,' S� 4 ' N . .T9 N I • _ � \ - M '- -�.N ��� "ick• •� - -' - �� -ti - _ N I 1 I I 1 1 � L O Z'G .. 1\9 � N PV e it �J ci) - _ A- � �-j N SO N a � m SEQ �7 ZG' Z'V'Z-b l N p W —meq NOTA.:• Ai- L AI?',LY A0VAI'.DS ARO(AWD 'N FL-ATroP,M FA -(O E. (n' -O" lAlbl4 AMP • �,� �oTT: TO r� 1�" ASV• PL-/ATt'ot�r� PILL. FI--• '� !D GARG( sTAn►n4r,ns N ` AP�7 ®cortin (r YPicA►� N P- v - ') 2,�• x.b• .6.• ria Eat iG' z� z=6' �� "&49 NiuKz-i- -Io NOTE- _ �v <` Fi►a isu . • . �AN�ARv� -FI At L G Ar<,CY sig rl>J/�P,U`� 0 S-0" Ale,)1 eICITF& . FL. .Qp au�19 :k649 � P�' \ ti �rAr-IDA�,U1 -rte f"�>�. �'-o'l-alUr-I, u • - -� A`JQ.\ �c,('T. 7"U � - 93 JPA�+�CJ @ 7-1lY'1 M G ��' J;' if r-, sPAcES ' �' � i_—�a_i ' Z APT. FW� FL� rL' �' f}�R I2SPAGF-`6 @2s�i= 30-0 F4� /' C��, ti� � N 6 t - ., �.. . � • loSpAG�$� 4_�i� C� �� r � E4' -'" 10 SPAGE$ Gd' 2,''�'-" Z>r✓'-Qs s GARCY STANDARD PLAN i1 sill 161n �0 8G t�IOT��. �i=� ��-TA►L� 2..,3,�<l' sr+T. AC�f3 SOK (iAta,GY STA�.lCJL4P,p i?�•TA11.5• (�18) (�A) 1 51Q D4"-) dO J. BYRONS GARCY STANDARD PLAN PROJECT NO. ®41/ DATE: �j mil`. A B I A In m cBi (B4 i C83 C13/ BN BG B F O�E J. RYRONS (�D D CEILING 3/32°■ 1'- O" 9 REF-L`D CLG. PLAID LEGEND �� TILL T. DETAIL NUMBER SUPPLY REMMR. Z 9W, SUWAC£. KTIL RETURM GRILLE lbJQe> 7 464, SURFACE. KTIL C� EXHAUST FAM 1� FL13M LLGKT VA L"CP- A' VA LAi F Lei. 17 AB 7 VAUAkX-D FIXTURE 16/A67 LIG� HT wAll; rta DECK TRACK LLQHTRQ O O O INN MAN El � own m m ME I II I I II I I II I I.II MWASM II P MAP 0,1011 SII NINE= — 11 11 11 19'1 11 11 11 11 11 11 11 1 11 004 � 11 11 11 11 11 11 11 11 1 1 11 1 INN MEN INNINEEN - u: n n I I I n n i I I Q,immm 1 I long I 103111111 111111111111110.3 1 "INEWE NEI d � � • IIS � I'° MENNEN 11 11loll Ill IN I� 1 11 11 11 11 1 1 I � i i i � 1111111111X11 --oil son NONE mommonommommonom 118001111 11� HE I 11 1 11 11 111111 111 �NEI X11 OR a � 11 11 11 11 11 11 11 11 11 11 11 11 11 1 I — 11 11 11 11 11 11 11 11 1 1 11 1 /� � I III ll 1 - 1 I III I� illU0,111111111 1 11 " � I IISI I /''-- ���� VAR BN BG B F O�E J. RYRONS (�D D CEILING 3/32°■ 1'- O" 9 REF-L`D CLG. PLAID LEGEND �� TILL T. DETAIL NUMBER SUPPLY REMMR. Z 9W, SUWAC£. KTIL RETURM GRILLE lbJQe> 7 464, SURFACE. 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BYRONS SCHEDULES a LEGENDS I DATE: (2.12 -?4 sHTA B 3 RE] 0M:` FINISH 'LEGEND AREAIre FTH MANUFACTURER MUDff A DESCRiPT MANUF G't]LIZR REMARKS COVERINGS RE2j WOLF -CORDON, PREMIER COLLECTION Gu'-ToM"• GDLOFZ 1N11_17t`L�oW1`i poe�As�oG I CARPET SATTE I L►T>` #CO0173 :WIL.vPLaW PEORIA-DBC15774 CREAM/RASPBERRY X12" g7x- c�c��� WOLF-GORDON, SERIES K DIAMONDHEAD Z VINYL TILE KE�.irl�.� ,. TIt�L:A'7 WAI.t-IUT W�LnN 21T ,o.. PAINT 3 CERAMIC TILE. AMF-hl(-AQ OL-tAi.1 . 3�1Z Gl�i p�UGi�W1IEA� �uGFc., W Lotz,o�1T Tp �� Q/GUSTpM E -4j C A6PEt T SATT E L l ITE" c0L.0F" 001bt WILp G"►JAMDN WIC p c•lw4lM ?Kl 72-07 OIL BASE MISCELLANEOUS 4 RED OAK WITH CLEAR SEALER VCB-2 ROPPE 110 BROWN VS ROPPE 1110 BROWN PLA,b71G-?C��NA'1'ES PL I 3 G01\1L, Wloo�! ART 7887_- Co GIAxEJD OAK Pl q WIL wITL1 NAP,OKI EA'; Lt" VI"YL TILL Yf-0TILL Tl:"�ASC�UE At7OFjf- `X. 7 WOO 9, r_KMA 'l�ptAlll OAK t4'n' UP,AI.._. K. OANAT'(-IKAL- I VINYL Ko PP 0 to It5ow" 1°�f�o1wM ' L�jj 2 LfAAiMIG'(1L4 . 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BYRONS SCHEDULES a LEGENDS I DATE: (2.12 -?4 sHTA B 3 j rsti'R01\1 I= I I\I I SF -I L.E GE ND WALL COVERINGS RE2j WOLF -CORDON, PREMIER COLLECTION 12241-L BUFF WC -3 WOLF-GORDON, SERIES K MESA M13511 DRIFTWOOD WC -4 WOLF-GORDON, DAYTONA BEACH COLLECTION PEORIA-DBC15774 CREAM/RASPBERRY WC -6 WOLF-GORDON, SERIES K DIAMONDHEAD SUEDE DS -6251 RATTAN WC -1 3' SLATWALL-RED OAK W/CLEAR SEALER MFG BY SPACE WALL INC. STONE MOUNTAIN, GA PAINT P-! GLIDDEN 72-08 FLAT P-2 GLIDDEN 78-38 FLAT El GLIDDEN 72-74 FLAT E -4j GLIDDEN 72-74 SEMI -GLOSS P-5 GLIDDEN 72-05 FLAT P-6 72-07 OIL BASE MISCELLANEOUS W-2 RED OAK WITH CLEAR SEALER VCB-2 ROPPE 110 BROWN VS ROPPE 1110 BROWN PLA,b71G-?C��NA'1'ES PL I WILsoN AKr P41 -Co CHAMOIS PI.3 Wloo�! ART 7887_- Co GIAxEJD OAK Pl q wiL5aj AR-' &Z.50 HE-rAwc Al-umm4uti LREVISIONS J. BYRONS SCHEDULES a LEGENDS I DATE: (2.12 -?4 sHTA B 3 ATTACH ROOF HATCH FLANGE TO WOOD BLOCKING W/ LAG BOLTS CURB, SEE DETAIL x 3'-0 ANGLE FRAME AROUND---� OPNG. SEE STRUCT. 5 E54 BUR,GULAR BARS, SEE DETAIL STL. LADDER, SEE DETAIL SECTION 3 1 r r 1 r— 0r r 70040 �1 4.J 4,,,) 1 BILCO TYPE "S" LADDERUP SAFETY POST (SHOWN IN RAISED POSITION). ATTACH TO RUNGS OF FIXED LADDER. "BILCO TYPE "S" 30"x36" ROOF HATCH W/INSULATED CURBS & COVER. ATTACH BLOCKING TO I{ JOIST OR ANGLE FRAME W/COUNTER SUNK BOLTS i i BOLT WOOD BLOCKING TO JOIST WEB I STL. JOIST. SEE Q STRUCT. LIF F- --GYP. BD. PARTITION SLIDEE _ 2'"x2'"x�" STL. ANGLES NESTED TOGETHER " p STL. BARS - l'"xV,"x4" STL. ANGLE " STL. PL. 3" LONG W/3/4" HOLE FOR PADLOCK 3"x3"x4" STL. ANGLE 3" LONG W/3/4" HOLE FOR PADLOCK PADLOCK DETAIL rW� aJ"=.1'_ p" 70055 RI Q lh'xl�"xh" STL. ANGLE FRAME 2�"x2�"x4" STL. ANGLES - ' NESTED TOGETHER & WELDED !M, L " 9 STL. BARS 3/4" Q HOLE FOR PADLOCK SECTION 5 1'/9" = 1 O'1 B4 3'-0" FIELD VERIFY -j" Q STL. BARS @ 6" O.C.. MAX. WELDED TO ANGLE FRAME & WELDED @ ALL - INTERSECTIONS � W , 1 Q 1 �i vl --I I ills"xl"xa" STL. ANGLE FRAME STL. PL. W/STL. ANGLE, A�4 SEE DETAIL PLAN 7 Ort 7003A Ki IW �.ITTI►iC,� RMS,' �� � t --b �N QI l l I 1 I I 1 FITTING ROOM�# IFL:F� N OSE PFOv IDE Ed. F iTTINcq FM, -,T[a'-L W1 ONE. V-Oe5E HooK AND WD 5 C -U;: >-EV _V0 5Th.LL PQ.W-TITIPIJ e CAULK AlZOUND F-NTI^E MIRWJR. .I" PC-�fw 0C, L" PAy,TI 110�-A -- 1-0.1-R W/ PLASTIC. LkKmmATE PL-jI DOT SIDt�S � Ek('o�Ep E t>' TreS INTERIOR ELEVATION 6 3/32" - I'- p" RJ, J. Rl(RONS ROOF PLANr/-- INTERIOR. ELEVATION KEY PLAN 2 GENERAL HOOF F='LAN NOTES L . DO I\IC]l' SCALE_ ROOF" FLANS USE O T l" ENS I ONS FROM f LOOR FLANS OR O'f I IER FLANS AS APPLICABLE. LOCO IOM CJF f�OOF AC;CESSORIE:S AND HATE f -i I F-lL LiY ROOF LEGEND ( CURD, VEN I STACk'S y ETC.) ARE SCf•IEMA'T* I C I ISI I IE -'i T URE:. EXACT LOCATIONS) SHOLL DE::: AS DE f ERH I hIED C;''r O f IER I NFORNAT I ON L:I- SE�Wf iERE 01\1 DRAWINGS. Ol"11 ray 101\1 Of ANY FICCESSORY FROM ROOF I 'L_AN SHOLL NOT FELE I VE CONTRACTOR F-ROI`I FOR SLJ( I -I ITEMS. ROOFING MFG ........ MFG SPEC NO ....... INSUL MFG . INSUL THICKNESS ... ROOFING BOND ...... NUMBER OF PLUG TEST. MTL CNTR FLASH NO ROOFING SUBSTITUTIONS W/O PRI nR APPROVAL IN WRITING BY ARCHITECT, F;�Oi7F' F=�-L -ph1 LEC3E1VL) NOTE.- ROOF DETAILS REFERENCED.IN THIS LEGEND ARE ON SHEET Al -f OJA-0 P>G- '/4" PFS >rrr DESCRIPTION DETAIL po wrJ PARAPET ROOF FLASHING 1 A PRF 2 U�- B KH ❑ n`� $ C JOINT REJ ul. nC � n Q D GEJ GUTTER EXPANSION JOINT G VP VENT PIPE L RD 5bFG tnw�l 3'-0" FIELD VERIFY -j" Q STL. BARS @ 6" O.C.. MAX. WELDED TO ANGLE FRAME & WELDED @ ALL - INTERSECTIONS � W , 1 Q 1 �i vl --I I ills"xl"xa" STL. ANGLE FRAME STL. PL. W/STL. ANGLE, A�4 SEE DETAIL PLAN 7 Ort 7003A Ki IW �.ITTI►iC,� RMS,' �� � t --b �N QI l l I 1 I I 1 FITTING ROOM�# IFL:F� N OSE PFOv IDE Ed. F iTTINcq FM, -,T[a'-L W1 ONE. V-Oe5E HooK AND WD 5 C -U;: >-EV _V0 5Th.LL PQ.W-TITIPIJ e CAULK AlZOUND F-NTI^E MIRWJR. .I" PC-�fw 0C, L" PAy,TI 110�-A -- 1-0.1-R W/ PLASTIC. LkKmmATE PL-jI DOT SIDt�S � Ek('o�Ep E t>' TreS INTERIOR ELEVATION 6 3/32" - I'- p" RJ, J. Rl(RONS ROOF PLANr/-- INTERIOR. ELEVATION KEY PLAN 2 GENERAL HOOF F='LAN NOTES L . DO I\IC]l' SCALE_ ROOF" FLANS USE O T l" ENS I ONS FROM f LOOR FLANS OR O'f I IER FLANS AS APPLICABLE. LOCO IOM CJF f�OOF AC;CESSORIE:S AND HATE f -i I F-lL LiY ROOF LEGEND ( CURD, VEN I STACk'S y ETC.) ARE SCf•IEMA'T* I C I ISI I IE -'i T URE:. EXACT LOCATIONS) SHOLL DE::: AS DE f ERH I hIED C;''r O f IER I NFORNAT I ON L:I- SE�Wf iERE 01\1 DRAWINGS. Ol"11 ray 101\1 Of ANY FICCESSORY FROM ROOF I 'L_AN SHOLL NOT FELE I VE CONTRACTOR F-ROI`I FOR SLJ( I -I ITEMS. ROOFING MFG ........ MFG SPEC NO ....... INSUL MFG . INSUL THICKNESS ... ROOFING BOND ...... NUMBER OF PLUG TEST. MTL CNTR FLASH NO ROOFING SUBSTITUTIONS W/O PRI nR APPROVAL IN WRITING BY ARCHITECT, F;�Oi7F' F=�-L -ph1 LEC3E1VL) NOTE.- ROOF DETAILS REFERENCED.IN THIS LEGEND ARE ON SHEET Al -f OJA-0 SYMBOL DESCRIPTION DETAIL PRF I PARAPET ROOF FLASHING 1 A PRF 2 PARAPET ROOF FLASHING 2 B PEJ PARAPET ROOF EXPANSION C JOINT REJ ROOF EXPANSION JOINT D GEJ GUTTER EXPANSION JOINT G VP VENT PIPE L RD ROOF DRAIN DS DOWN SPOUT H BUT GUTTER J SC SCUPPER PP PITCH POCKET M MC MECHANICAL CURB K RL ROOF LADDER RH ROOF HATCH 3�A65 RHD RAIN HOOD I COPING METAL ROOFING REVISIONS 'J, BYRONS ROOF PLAN a INT. ELEV, KEY PLAN PROJECT NO. r DATE:A-t2'$4 { sHT.AB4 stn=wa 5r{T• <- z — INTERIOR ELEVATION l 3/r(o ". I' _ on e_ L f . l- 114 F _----� =l� FLA-rFowK lJ .I_i1'F�DN F I ISI T S FI L.EGEND WALL COVERINGS c -G,, L-:,-rE— PREMIER COLLECTION 12241-L BUFF WC -3 WOLF-GORDON, SERIES K MESA MI3511 DRIFTWOOD WC -4 WOLF-GORDON, DAYTONA BEACH COLLECTION 1 WC -6 a 0 � � 0 SUEDE DS -6251 RATTAN WC -7 �_ _ --- - �4 ' ft pmS P-1 1 P-2 GLIDDEN 7B-38 FLAT P-3 GLIDDEN 72-74 FLAT P-4 1 P-5 GLIDDEN 72-05 FLAT P-6 �%wN MISCELLANEOUS W-2 a'•"A NIGW L FIHIyH (5 EE 5N C -L Fo SFEu.1 hEQ oto• 4.�y S ..,*�1� /- 1 I X��f j KPr Z =l� FLA-rFowK W•T 5r'4?' V4 4w . &• 48 rt-jv-,A.,/AVWp_ YO WALL, 3/16 ". I' _ on INTERIOR ELEVATIC 3/Ir0 I,- on MA )4-,, Ya' W v -rpz" 5TORE. rLN ��INTERIOR ELEVATION 3/I(0 . I'- on 57�P BarN �l[XcS fk• GL• 3/?Coll■ I,- 0n `--' VJP.7RiM A 'ham w -i - Ps 4TM,�' Lt,"oTEV w7,n+L v•a U9tl1. YY�2 yd•��1 P3 k' 7--49 W z L I I I I r'4 m� / s� wo, IMc2v W 2 ^ SYZ".�'d'EH 5fi . •' 9 W 2 6 x�4� C4Sev _772 INTERIOR ELEVATION 6 �%4�%i�iuK l:arnlr�nTeo wo,ML.v't,,,°w6L;,�1. nrrt"?6250 lJ .I_i1'F�DN F I ISI T S FI L.EGEND WALL COVERINGS c -G,, L-:,-rE— PREMIER COLLECTION 12241-L BUFF WC -3 WOLF-GORDON, SERIES K MESA MI3511 DRIFTWOOD WC -4 WOLF-GORDON, DAYTONA BEACH COLLECTION PEORIA-DBC15774 CREAM/RASPBERRY WC -6 WOLF-GORDON, SERIES K DIAMONDHEAD SUEDE DS -6251 RATTAN WC -7 3' SLATWALL-RED OAK W/CLEAR SEALER MFG BY SPACE WALL INC. STONE MOUNTAIN, GA PAINT P-1 GLIDDEN 72-06 FLAT. P-2 GLIDDEN 7B-38 FLAT P-3 GLIDDEN 72-74 FLAT P-4 GLIDDEN 72-74 SEMI -GLOSS P-5 GLIDDEN 72-05 FLAT P-6 �%wN MISCELLANEOUS W-2 RED OAK WITH CLEAR SEALER h I V' ROPPE 1110 BROWN hEQ oto• 4.�y S ..,*�1� - 1 I X��f A 13-2 W•T 5r'4?' V4 4w . &• 48 rt-jv-,A.,/AVWp_ YO WALL, 3/16 ". I' _ on INTERIOR ELEVATIC 3/Ir0 I,- on MA )4-,, Ya' W v -rpz" 5TORE. rLN ��INTERIOR ELEVATION 3/I(0 . I'- on 57�P BarN �l[XcS fk• GL• 3/?Coll■ I,- 0n `--' VJP.7RiM A 'ham w -i - Ps 4TM,�' Lt,"oTEV w7,n+L v•a U9tl1. YY�2 yd•��1 P3 k' 7--49 W z L I I I I r'4 m� / s� wo, IMc2v W 2 ^ SYZ".�'d'EH 5fi . •' 9 W 2 6 x�4� C4Sev _772 INTERIOR ELEVATION 6 �%4�%i�iuK l:arnlr�nTeo wo,ML.v't,,,°w6L;,�1. nrrt"?6250 �OT�: ��-�. Cy41ZGY STAN1�A17iD PL -AM , suT• At>IA ror, tXAc-T I-D(-A-fIL?0 Of' GAKC.Y eTA"9AP.9S- REVISIONS lJ .I_i1'F�DN F I ISI T S FI L.EGEND WALL COVERINGS c -G,, L-:,-rE— PREMIER COLLECTION 12241-L BUFF WC -3 WOLF-GORDON, SERIES K MESA MI3511 DRIFTWOOD WC -4 WOLF-GORDON, DAYTONA BEACH COLLECTION PEORIA-DBC15774 CREAM/RASPBERRY WC -6 WOLF-GORDON, SERIES K DIAMONDHEAD SUEDE DS -6251 RATTAN WC -7 3' SLATWALL-RED OAK W/CLEAR SEALER MFG BY SPACE WALL INC. STONE MOUNTAIN, GA PAINT P-1 GLIDDEN 72-06 FLAT. P-2 GLIDDEN 7B-38 FLAT P-3 GLIDDEN 72-74 FLAT P-4 GLIDDEN 72-74 SEMI -GLOSS P-5 GLIDDEN 72-05 FLAT P-6 �%wN MISCELLANEOUS W-2 RED OAK WITH CLEAR SEALER h I V' ROPPE 1110 BROWN hEQ oto• 4.�y S ..,*�1� - 1 �OT�: ��-�. Cy41ZGY STAN1�A17iD PL -AM , suT• At>IA ror, tXAc-T I-D(-A-fIL?0 Of' GAKC.Y eTA"9AP.9S- REVISIONS lJ .I_i1'F�DN F I ISI T S FI L.EGEND WALL COVERINGS [ClWOLF-GORDON, PREMIER COLLECTION 12241-L BUFF WC -3 WOLF-GORDON, SERIES K MESA MI3511 DRIFTWOOD WC -4 WOLF-GORDON, DAYTONA BEACH COLLECTION PEORIA-DBC15774 CREAM/RASPBERRY WC -6 WOLF-GORDON, SERIES K DIAMONDHEAD SUEDE DS -6251 RATTAN WC -7 3' SLATWALL-RED OAK W/CLEAR SEALER MFG BY SPACE WALL INC. STONE MOUNTAIN, GA PAINT P-1 GLIDDEN 72-06 FLAT. P-2 GLIDDEN 7B-38 FLAT P-3 GLIDDEN 72-74 FLAT P-4 GLIDDEN 72-74 SEMI -GLOSS P-5 GLIDDEN 72-05 FLAT P-6 72-07 OIL BASE MISCELLANEOUS W-2 RED OAK WITH CLEAR SEALER VCB-2 ROPPE 110 BROWN V' ROPPE 1110 BROWN �OT�: ��-�. Cy41ZGY STAN1�A17iD PL -AM , suT• At>IA ror, tXAc-T I-D(-A-fIL?0 Of' GAKC.Y eTA"9AP.9S- REVISIONS 4;raRM F•itd< Ft., L.Ir+i —V vR/4 INTERIOR ELEVATION 7 3/16.11■,I+� �„ P-5 ., (yW KY2" 114K L4mw4ATW �MLDG• �wi��oN aRi��Kbz50 INTERIOR E 3/16, "■ I'- ON ���� INTERIOR ELEVATION(9) 3/16'". 11 ON - Vice -z PS 1V�'*Yl'I (1l K. LAMIQA.TrV Ylp,MLde0r4)WVt! AAT"*elZSo J 1 i INTERIOR ELEVATION 3/Ifoll■ II- O" W -Z ya�¢p5 A6J�+A5f �,�5�1n�/4'ENv' N•2 1WM4� P.gsE INTERIOR ELEVATION /O 3/1611. 11- QN W-4 Y4 XV414 4/4�tx V46 •. • ' •' •: •`•• '- — �_ ---�!- I . I w_Z �°x�r4� W-M �o�'ss� I - •_ ' ( �I • • x R I 3 1{ �i I I a<�.�•--�"'� �;V, -� �,I ua�a � �oiEv .. .__. f.,- _- -'-• I I -f= � s� -I i ,I a � � l I I ,I � '� =1 :1 •,•• •(. ao f. INTERIOR ELEVATION /2 3/16 1'_ 0., t wv Tc1 N wv ie M 3/4''/4 r{P. NWm r1v. iR,M - -2 1 1 :.: , , 7 . _!W.•Tvt t. :. 7 t.OTW4 _ I . • 3 ru,. 3 I ; r . , _._... , . I 1• � tI. I » L I I k + I _ —,.. I '. •.` + t I,1 • , I. I I' ,. •I � -. ,', .i•,.,_ ...:.�,1 , I' ., I I 1 I t I I I 1 •. _.- I �3 ,_. I L __ I � '•I r-,-- _ _ ..._.. I . __-_. _. _. .'., : I _._.:-- Vit':•. '..., .. r- -i fLu . +vt+.r< I d TURev ` _ I I I ._. _ - I I _ _. _ :1 .:_..._;1. • ; ..' 1 ' ' 1 - .. ,. .-oyTP.ts I. I �►•AST�rt 1--'I D .. _-,._. T.. EKTURFA _ _.. - - ..-_ _ ..: �c7u _. .. --R S _ 3 I 1 t• _. r 3 _ t --. - Ln ._. � .1 _. _' t ' __.._ _. __�_�1 h P3 I I P to .._.:.,.+ .._._. __ ' 7 >Rvety STRR l �._.:_L S • t'LA �1 Eiz Ytns crc _ ._ . _ ._w _I /�: 1 I .31 � T - I I' . r I i- R 2 1: 1 5 1 t , 1 2 fp 2 (0 2 fo ) z . (y 2 (p Z (0 3 2.- � Z- ra 2:. b QG. 2. 2 . Ep 2. (o . z. q . (� , 1 1 - . �. ,.. i q .i , . ,. ,, • I�o Cv 2 (v Ca 3 ¢0 2-<n :, 2•(0 2•<c. 2 3 �¢ ) 2 (c 2-u 1 4 (o �i 2 Co Z Co 2 l0 3 2 ro ?•Io 2 -Cc 3 2t -'Ca 2•w I 2' C� Z•�c -6:. y , ;., .+, r+ Vii, �.,I � A+ 4•�}• �l� �� 3 3A �� Z � I2 i1 Z 6 lam. � 2 !v Z.'• Co �'L'• � - ,. . � 3 ZfGr." 2'�Gr Z' -Cc 4 INTERIOR ELEVATION /,3 3/1toll. 1'_ O" + J. BYRONS INTERIOR ELEV ATIC�NS PROJECT NO. ®ATE: 1.2 -L? -Y4 sHT: -AB, 6 �1 INTERIOR E 3/16, "■ I'- ON ���� INTERIOR ELEVATION(9) 3/16'". 11 ON - Vice -z PS 1V�'*Yl'I (1l K. LAMIQA.TrV Ylp,MLde0r4)WVt! AAT"*elZSo J 1 i INTERIOR ELEVATION 3/Ifoll■ II- O" W -Z ya�¢p5 A6J�+A5f �,�5�1n�/4'ENv' N•2 1WM4� P.gsE INTERIOR ELEVATION /O 3/1611. 11- QN W-4 Y4 XV414 4/4�tx V46 •. • ' •' •: •`•• '- — �_ ---�!- I . I w_Z �°x�r4� W-M �o�'ss� I - •_ ' ( �I • • x R I 3 1{ �i I I a<�.�•--�"'� �;V, -� �,I ua�a � �oiEv .. .__. f.,- _- -'-• I I -f= � s� -I i ,I a � � l I I ,I � '� =1 :1 •,•• •(. ao f. INTERIOR ELEVATION /2 3/16 1'_ 0., t wv Tc1 N wv ie M 3/4''/4 r{P. NWm r1v. iR,M - -2 1 1 :.: , , 7 . _!W.•Tvt t. :. 7 t.OTW4 _ I . • 3 ru,. 3 I ; r . , _._... , . I 1• � tI. I » L I I k + I _ —,.. I '. •.` + t I,1 • , I. I I' ,. •I � -. ,', .i•,.,_ ...:.�,1 , I' ., I I 1 I t I I I 1 •. _.- I �3 ,_. I L __ I � '•I r-,-- _ _ ..._.. I . __-_. _. _. .'., : I _._.:-- Vit':•. '..., .. r- -i fLu . +vt+.r< I d TURev ` _ I I I ._. _ - I I _ _. _ :1 .:_..._;1. • ; ..' 1 ' ' 1 - .. ,. .-oyTP.ts I. I �►•AST�rt 1--'I D .. _-,._. T.. EKTURFA _ _.. - - ..-_ _ ..: �c7u _. .. --R S _ 3 I 1 t• _. r 3 _ t --. - Ln ._. � .1 _. _' t ' __.._ _. __�_�1 h P3 I I P to .._.:.,.+ .._._. __ ' 7 >Rvety STRR l �._.:_L S • t'LA �1 Eiz Ytns crc _ ._ . _ ._w _I /�: 1 I .31 � T - I I' . r I i- R 2 1: 1 5 1 t , 1 2 fp 2 (0 2 fo ) z . (y 2 (p Z (0 3 2.- � Z- ra 2:. b QG. 2. 2 . Ep 2. (o . z. q . (� , 1 1 - . �. ,.. i q .i , . ,. ,, • I�o Cv 2 (v Ca 3 ¢0 2-<n :, 2•(0 2•<c. 2 3 �¢ ) 2 (c 2-u 1 4 (o �i 2 Co Z Co 2 l0 3 2 ro ?•Io 2 -Cc 3 2t -'Ca 2•w I 2' C� Z•�c -6:. y , ;., .+, r+ Vii, �.,I � A+ 4•�}• �l� �� 3 3A �� Z � I2 i1 Z 6 lam. � 2 !v Z.'• Co �'L'• � - ,. . � 3 ZfGr." 2'�Gr Z' -Cc 4 INTERIOR ELEVATION /,3 3/1toll. 1'_ O" + J. BYRONS INTERIOR ELEV ATIC�NS PROJECT NO. ®ATE: 1.2 -L? -Y4 sHT: -AB, 6 SUP �Ek OUTLET T N 0 i— P.D" Pt.`l vvao d IUSTA1!>L-e �HEGF P L: 3 -3/4. PLINKOCIO - GONER, 'N/ pL.A.gTic. LAMLNhTE .fTi PIcP.L. 11 SECTION 2 3/4". = l'— 0'' ELEVATION 3 1/4" = 1'-- 0" ELEVATION 2'-► a" II_�It II^�I+ FROVIdr- 2- CIK pL tkS. LANA, PL -I oN � �•= l 4}• - 17UPL.<±X bl_TTLEi`a ? . PNouE. OUT t_E•TS -- ' �� ( PULL- out' DR�wrtl�2.r DRAWERS TO HAND �� �-'I Prny,��L•orJl� I,OCsKS_.KEYE© alt�� II 4 AP1. PILINAO-P PLkS L o to _ �SPRINCr l.hT�HE.�) iI SHELF I Pl.y vlac�D Q ANO H`fIoW PJ�L k- DE&V-AMG 5L.1Prr�,5, ii it N i �4 PLywoov .9�G6 2 -3 r %N 2 it SECTION s ` 3/4" = 1,— 0)' 1 TjF nt_L. FnC.E, Y+' Po L. OL, GL. MIrLRO9, V HIEIH aev, i!,4w6S V 5AB GYP• op. - M M- L: h'Sv v 35/6 3 z C,eRC`( 9158(., I 7-0" g/8 GKP b0,,skE W►•NTE. LErJ4 DIFFLJS�•R � :�uY aw 20010 N Co,.�MN J (2i GeR.G�( RN-gg42 00 L�►P(' Fal%'CURE FITTING # c�— hc� ca.rrER+A -r+A . c•3 tio,PLo yTl�R-Y JlU(o" No �Q : vs � ctaa 6Y 44�.c Y '� q 9 0 ro u"jA AW t^ GoRwILLE 110' qJ563 SI V MOurlTtr161 x -Y.+, COt W/CORNERS ONL'i ELEVATION PLAN 1 /4" 1'_ 0" 13"=-011 G�,glrJb, .. ACQV�ii ALG+ I 11 ' 1,— 0" - �j W -z wv4" rine ovt:R G`tP; 6 t7, FIN. T-4 yea `U-cP teo. y r. 2"x4" vel -7 : LA7w6-LL- o� woo o Boa►�vy YY -t heat l"T EL>e v'S PLAN g 311= Its D++ N �/fin TYPt✓. +�xw P 1`11 v Y`Nk,LL ( 7Y P I C A. L-) SSE SNT• C--2 wNsR@ 2E 4 /""r c.t_4, �I►ae.• h£e•-K+tT. G -I f<oR Nc�1'g. vt:.t, slve�s 41Roh�� FIN15H 1��41 MAIZ-0R. overt GYP. g/8 GKP b0,,skE � - � :�uY aw 20010 N FNh , SALES AREA SIDE FITTING # c�— -t-� L oto JlU(o" FIN. FL . CaLUtvl STR\j c. 45 FSR YC>3-2 'P3ls+irr Fg2 nLl. ba•Fotj x -Y.+, COt W/CORNERS ONL'i ELEVATION w -'L HEAP .14MIb 1 /4" 1'_ 0" G�,glrJb, .. SECTION 1,— 0" - �j FIN. T-4 yea `U-cP teo. y r. 2"x4" vel -7 : LA7w6-LL- o� woo o Boa►�vy YY -t heat l"T EL>e v'S PLAN g 311= Its D++ N �/fin TYPt✓. +�xw P 1`11 v Y`Nk,LL ( 7Y P I C A. L-) SSE SNT• C--2 wNsR@ 2E 4 /""r c.t_4, �I►ae.• h£e•-K+tT. G -I f<oR Nc�1'g. vt:.t, slve�s 41Roh�� FIN15H 1��41 be NaC nuJM,n+t! � :�uY aw 20010 N FNh , e?w < ' 41 FIN. FL . CaLUtvl STR\j c. 45 FSR YC>3-2 'P3ls+irr Fg2 nLl. ba•Fotj WRRORrD COL,W/CC"ER.r 9M. MIRROREP COt W/CORNERS ONL'i ELEVATION 9 1 /4" 1'_ 0" . I 1 - . 211 .. L .MlIzRoy-ap Col y� TA,L C-ORN�-t� -- 60 100co I N K THS PAWT P2 — ' - T E 5EE rRaJEct' Pt21iv�.e1 CaLUtvl STR\j c. 45 FSR - CAN`(, I YCO•WOoD TRIM \I f TN +P I�Za V-, O°L� MIT g ,F,E ',-HT,(;-7- WHERE R �?ulcmc c4j p{ OiAE. F I m'M S TpN DL�RD Gtt�.Kci m 1-7 4-7 Cl - V ENGtTN CgyPSu% ®D, CoRHT-:*R R E t I 1 F O IZ C.I. %�E r► T a t3UV@ "1' Z"W6,14 MIKR K P~� �TMJJ- 4,EV---cYP. co'_, EL6Y. SPT C -4- (P, A.UL F;6*Crr-S ��II rcrL._ PL. �L• MIRRoR H1GIN kr,oYE BASE MErAL- FX) K 9, I N r se.r- ze_o To GCA-_ . OTE suT, c -q- Foy. -T'(P GNRan/�E FI�tN15H SZANDARv �F -o"T OF �TOVT-- � COIY �t_�v®,T1or15- C-1Arzc.`f # l'1'4 1 (�'`�u LF-+�FTA6 PLAN /o ?)V KE T,, AL. ST u ;lx C�..Y 24" o, C'. To STfLuc_ VR AP�OVE W tTN M. E` h;- TUCK .Ar ES EN�k`j O NEFt.. STVp, Ilk _-� 11111 \ 1 - Y S "TWA L - biAA1`JV FACW 9EV 15i %\'f PACE WAL L 1 N C -" STONE MOL*JTAiN, GeOV-451A SECTION N.T. S. PLAN �z 2 `+a v. rust a NCS 2 "0 o,o, FO 11 C2i L.AYiEiCS `/2" P't..�k,.&1E�C' Q9 +_ V. p., v. c , c, -c, �ac�'• PL`fwa - FC- 2 N ' PT. Z"uIQ' &IU"o,c. i N O PT. 2"��-" St.EEvex9 w 24" 0. G . r- 4" e5 iLF4 2� GON "LAo SECTION �5 ,EE 1 rJ ®TE :1t-15T1i i L 3'-0" 1{-r 2 'd> ow GHRot^E PosT. ,AND RA•WNI'b Ala MANVr"-rt %LV -D Sy "t ov4w,EN e. rnTL_. omOOUCTs, INC." cm- MQUb t.- CoW-5vLT J-5-(ICoN pMPRJ-'J5VU4TA"TIVM oN tP1TS KAI -! tj6 Q } '/Z" PLUGGED O C -C. E.xT. P'L.Y`NJD. k, � FC• 2 � t .t ;\9 w P.T. Z"�,O' � ,V"c7.G. '' ,• , _VY F.T. Z"✓4"SL_EEPr-W5 P.T. 2aXQn 4'V.A.?5, w .SECTION �G - (lL.lt-111oj1 VALA, NGF ROTE, 3/4" UNDER,uMIT 2- GoAT9 WUITE- LAQUM UBJPE-I�t,GOAT -- 6f-FoKf- GOAT of 1'Al1,1T- J• �%/a-II THK. VNDE�I..IM1T �Q•LLO a ACOUST..TLLP- C.L.lq':00 5V5P. 61R+a �$'fsr,sM - - I N i? SECT O VALANCE A I .vi I I I- Oil PAWT P2 — �4MNT P 3 - CAN`(, I YCO•WOoD TRIM \I f TN +P I�Za V-, O°L� MIT g �j r\ Palr,T P-3 `A x w 1• cc.rG Zx 4 �. *" 11 [PNT.C(X�TI R 2 AWNG�IUNf� ,\ WOOD M01-OINCa 'SECTION �3 J CO NT-Y411Xy�1 =a 1"=1'— 0" T � 0 O 3/}" G:L&w , o PrGR v y (S V4001D � H N1 JNK J - IL .� it 3�>3 M (J�. s1uV, ;., FoR- No .,, . SEV -/A Ce SEE T. � 3/21 LL y, 1►1T,ELL EV, 90K Fit" � f1 ILI- pn SECTION VALANCE. G X11-1,_ 0„ PLAN �z 2 `+a v. rust a NCS 2 "0 o,o, FO 11 C2i L.AYiEiCS `/2" P't..�k,.&1E�C' Q9 +_ V. p., v. c , c, -c, �ac�'• PL`fwa - FC- 2 N ' PT. Z"uIQ' &IU"o,c. i N O PT. 2"��-" St.EEvex9 w 24" 0. G . r- 4" e5 iLF4 2� GON "LAo SECTION �5 ,EE 1 rJ ®TE :1t-15T1i i L 3'-0" 1{-r 2 'd> ow GHRot^E PosT. ,AND RA•WNI'b Ala MANVr"-rt %LV -D Sy "t ov4w,EN e. rnTL_. omOOUCTs, INC." cm- MQUb t.- CoW-5vLT J-5-(ICoN pMPRJ-'J5VU4TA"TIVM oN tP1TS KAI -! tj6 Q } '/Z" PLUGGED O C -C. E.xT. P'L.Y`NJD. k, � FC• 2 � t .t ;\9 w P.T. Z"�,O' � ,V"c7.G. '' ,• , _VY F.T. Z"✓4"SL_EEPr-W5 P.T. 2aXQn 4'V.A.?5, w .SECTION �G - (lL.lt-111oj1 VALA, NGF ROTE, 3/4" UNDER,uMIT 2- GoAT9 WUITE- LAQUM UBJPE-I�t,GOAT -- 6f-FoKf- GOAT of 1'Al1,1T- J• �%/a-II THK. VNDE�I..IM1T �Q•LLO a ACOUST..TLLP- C.L.lq':00 5V5P. 61R+a �$'fsr,sM - - I N i? SECT O VALANCE A I .vi I I I- Oil SECTION---- r19 A A/ REVISIONS J. BYRONS (7E—TAILS PROJECT NO. /04/ DATE: I I z -a sMT. A B,,7 1 f TN I�Za V-, O°L� MIT g �j �Q J CO NT-Y411Xy�1 =a T � 0 O 3/}" G:L&w , V4001D � H N1 JNK J IL SECTION---- r19 A A/ REVISIONS J. BYRONS (7E—TAILS PROJECT NO. /04/ DATE: I I z -a sMT. A B,,7 1 T\/ f-1 ., A In I n l r r\ r -N n rlT 1 -r l /-N n i r -r n I i PLA�l ,a I • � CONC. E�,L OC V, Wt tL I' k 2u PT, W 0. 1500N -t -v C2 P1e C,s; 5� • �R.G'S `aTD.�r']SZ. I'I4-�� � G(P r�oa�a.o DTL. OF WOOD BLOCKING FOR GARCY * 7B. 2 WALL STANDARDS Z Z FV.I.L 51-X.5 A$V L) IQ E- oP RnA rip FL C W A� L 2" F.T. v1p, FvKRC> bT 19 O.C. pl.c.TrOW-M ;=u.Cao¢ To 5/P" GYP P3P. GLCc• faAKGY + 1304 • NICX-9-L_ F:rrNIH �/4 Ft-GLA'S MIR20R �4 WALL STANDARDS WOOD BLOCKING FOG R `( I 3 EYP rsc� AM • I " i , �aG1 /STV RE -A V Lt6R .e C-"Qx--(5'TV D �b ]OI ONE -W4.1 �iTL. SCUD # %0 ZTNO-wal in un► -a ci I N c*� u ca N � ► by G % � SH -T. c•2� SEE SNT. c.' roK Loc4-Tlo" FOR L- oG.,TIo ►J 41 DETAIL OF GARY/STU DS FOF� PAP MONS 4 1/2 FULL SIZE Afj5 SECTION Y . _ .TAI L- C n A.GouST TILE s �sY , D E T A I L-. D cl-�ct FI ISN 2"�ra" .. cAL2 � :►-o REVISIONS J. BYRONS DATE: t2-l2- SHT.. A B 8 x' To. u14Dv alC£ of RCJpf I Z UGTUKA ST> +r1., _ SEAM col a� PPR�t"I"f to ►.1' nFI/ �( �TOS „LAG W� �'tat» a�cK o4l�-Yc>L`s17 To �(uKD oo wWM. o-E2`TIbp-v<fi00 L 6-roNpfb FZAIt W(apoLTS II �A�.v.coe.KuF4RM �otsT X19. FLY, SG1=., STitUGTURhL. Dy1C�`3. ' T��� JQ►r ;>�;. f JOIST m; , >�AM e ..'9�E. STRIlGTURAL W 9AW1 N Gr C,ouyr • 1 IC..Ti �E I SECTION AT CONVEYOR AREA ' � �ousEw�r f24L�S" . Q OPENING 11-011 0 �0f: RRYLILL ON O ST.EL'wTUD�' 01-01' SECT THRU HOUSEWARE 5.0 P L F /z,, ASS REVISIONS J. BYRONS DATE: t2-l2- SHT.. A B 8 W" � SECTION X21 0 J. BYRONS WALL SACT IONS PROJECT NO. /04 / DATE: I? --12 -Sq sw. Ab q ECKERD FLOOR PLAN SCALE - 3/32H 11-01 16'--6' CLR ❑PNG f'1"1N♦ /CVI'lf7 MEZLAI`IINE FLOOR SCALE -- 3/32" = 1'-0" DETAIL REFERENCE LECtND REFERENCED ITEM DETAIL NUMBER CbWYE-YOR L /A4 ST') RS d /Q4' Sc-W PTioN ,a.r� 2 At2 I /L1t�. Dcc.k . q jAlr ssk LAY -114 _ MIAMI -r61Lar Gtnup $5,' Ate- Z Pnrzrmar., P- i PI JA2L vuMr % 3 @2 48` L.q'{- IN - n : HANDLING AND STORAGE EQUIPMENT COMPANY. LAWRENCE METAL PRODUCTS,;P,O. BOX 400M, 26016. SPUR DRIVE, E LUJR. LLuff _. EWiAUST EAn L9 821-1411 EQUALS; ACCENT EQUIP. CORP,, 6551 S. LORE AVE,, CHICAGO, IL 60638 A. CENTER DRIVE AND TAKE-UP BLR-4-"8 �I KTtI B. POWERED ,FEEDER SECTION B-28 1 PLAfI / z � REFS L.`D , , CLG P LAN ' L.EGEI D 2'xAk SlISFI 6� ALTERNATE TO 15 ARE LAPPED TUBULAR BEAMS SUPPLY REGLSTER FROM Cts TILE BARS WELDED AT CROSSING POINTS. GRILLAGE SHALL BE'WELDED TO A', 8300 W. 8TH AVENUE, HIALEAH, FLORIDA 33014 ssk LAY -114 _ MIAMI RIETu n cRILly FRAME TO ROOF STRUCTURE, EACH OPENING SHALL HAVE 1 BAR EACH 2x4 E LIMP. Ll iFff DIRECTION MINIMUM,'%CONTRACTOR @2 48` L.q'{- IN - n : HANDLING AND STORAGE EQUIPMENT COMPANY. LAWRENCE METAL PRODUCTS,;P,O. BOX 400M, 26016. SPUR DRIVE, E LUJR. LLuff _. EWiAUST EAn L9 821-1411 EQUALS; ACCENT EQUIP. CORP,, 6551 S. LORE AVE,, CHICAGO, IL 60638 A. CENTER DRIVE AND TAKE-UP BLR-4-"8 �I KTtI B. POWERED ,FEEDER SECTION B-28 CO., 9630 FERN ST., SOUTH EL-MONTE, CA 91733 (800)423-4143, REP, C. END TAKE-UP BLR-6-6, STYLE 1 WALL TCl DECK 0, tNCA�t' [] E. INTERMEDIATE RD TYPE ROLLER BED WITH R1916 DG ROLLERS SET.HIGH ON 9' CENTERS PANELS FOR ALL STOREFRONT GLASS, PANELS SHALL BE COOED FOR F. SNUB ROLLER B-310'; INSTALLATION IN THE PROPER LOCATION, ERECT A SUITABLE STORAGE 6. '6EARMOTOR,'58 RPM, T,E,, UNDERSLUNG MOUNT 0-3 RACK WHERE DIRECTED BY ECKERDS, H. EGG CRATE CL.G, GENERAL NOTES: ECKERD l0 ALL OPENINSS IN THE ROOF OF 64 SQUARE INCHES OR MORE SHALL 6� ALTERNATE TO 15 ARE LAPPED TUBULAR BEAMS HAVE 3/4' DIA. STEEL BURGLAR BARS AT 6' D.C. MAXIMUM WITH ALL FROM ADVANCED HANDLING & STORAGE EQUIPMENT CO. BARS WELDED AT CROSSING POINTS. GRILLAGE SHALL BE'WELDED TO A', 8300 W. 8TH AVENUE, HIALEAH, FLORIDA 33014 STEEL FRAME FABRICATED OF 2 1/2'x2 1/2'xl/4' STEEL ANGLES, WELD MIAMI 821-1411 MODEL US K4J 096' & K5J 120' FRAME TO ROOF STRUCTURE, EACH OPENING SHALL HAVE 1 BAR EACH 2x4 WOOD JOISTS AND PLYWOOD SHELVING SUPPLIED BY DIRECTION MINIMUM,'%CONTRACTOR @2 �. CONTRACTOR TO FURNISH& INSTALL CONVEYOR BY ADVANCED FURNISH AND INSTALL CART NEST RAILS, AS MANUFACTURED BY HANDLING AND STORAGE EQUIPMENT COMPANY. LAWRENCE METAL PRODUCTS,;P,O. BOX 400M, 26016. SPUR DRIVE, 8300 W. 8TH AVENUE, HIALEAH, FLORIDA 33014 BAYSHORE, LONG ISLAND, NEW YORK 11706 (515)666-0300, APPROVED MIAMI, 821-1411 EQUALS; ACCENT EQUIP. CORP,, 6551 S. LORE AVE,, CHICAGO, IL 60638 A. CENTER DRIVE AND TAKE-UP BLR-4-"8 (312)582-B214, REP. -TUESDAY KIRK, (904)389-5475; ALVARADO MFG, B. POWERED ,FEEDER SECTION B-28 CO., 9630 FERN ST., SOUTH EL-MONTE, CA 91733 (800)423-4143, REP, C. END TAKE-UP BLR-6-6, STYLE 1 ED FINGARSON, (404)255-2005, 0, TOP CARVE 0-12 3O PROVIDE 3/4" THICK EXT-DFPA PLYWOOD HURRICANE PROTECTION E. INTERMEDIATE RD TYPE ROLLER BED WITH R1916 DG ROLLERS SET.HIGH ON 9' CENTERS PANELS FOR ALL STOREFRONT GLASS, PANELS SHALL BE COOED FOR F. SNUB ROLLER B-310'; INSTALLATION IN THE PROPER LOCATION, ERECT A SUITABLE STORAGE 6. '6EARMOTOR,'58 RPM, T,E,, UNDERSLUNG MOUNT 0-3 RACK WHERE DIRECTED BY ECKERDS, H. FLOOR SUPPORTS B-70 ON 10'-0' CENTERS I, BELT RETURN ROLLER B-345 n FURNISH AND INSTALL AN EXTRUDED OR ROLL FORMED ALUM.�`CANOPY AS J. BELTING 2-PLY"ROU6H-TOP ON INCLINE ANUFACTURED BY BURNS, MAPES OR MACO CUSTOM CANOPY, SIZE SHALL BE K. BELTING 3 -PLY 20 OZ. FS x FS ON FEEDER 10' WIDE x 6' PROJECTION, DESI6N FOR 30'PSF LIVELOAD AND 30 PSF, L. WAIN GUARD B-60-1 PAINTED'ORAN6E UPLIFT CERTIFIED BY ENGINEER REGISTERED IN STATE WHERE INSTALLED, I1;':' PAINT,GD LITTON BLUE FINISH SHALL BE CLEAR ANODIZED, SATIN ETCHED, POLYURETHANE N.' REVERSING MAGNETIC STARTER PAINTED, SEE REAR ELEVATION, Q. 2 UP/OOWN/STOP„PUSH BUTTON BOXES P, l'-0' GRAVITY ROLLERS.,, 5� PROVIDE 8' HIGH, 42' DEEP WAREHOUSE PALLET RACKS OF QUANTITY Q.: l0'-0' GRAVITY ROLLERS ' AND LENGTH AS SHOWN O LERACKS BY P 'S FO CORP., 1703 KENTUCKY ST,KICHIGAN CITY�IM 46360'OR ECKERD 6FIF— Df�t"Psc.-. L/A4 APPROVED EQUAL, w c*� PLAN (--3- 1 �ECKERD FLOOR PLAN REFLECTED CEILING” PLAN 0 NO_ 1� ,i I I I si RD11M L_Et-rENL> FINISH SCHEDULE -- 0 NAFJ Nl.. `G'�2" L 2`-PlV `(�lOU�lilp�, I�IOJ PLAN OFF G�ACaER'S I `(%/FOK MAN,aC E OFF -ICE L?, fELEYI--ST �>�1✓ L-.t<l.11✓1ZL. �.lorE- �*z a�►+�r a>^ I �'�^� �\ O . 4� V 4,1 ru �o ` \p PLAN e ENTgANGE 3/1(01► ! Il pl( PVG 6URFA65 oF�I N ACS fr, P i Pi tiv "'�•_ u tt r-� Ntx R n 0 ,App ,•P_LLow 7 °j'ifdIPi N(!7 f.3 ,t of /o'ITfI. Cot L- �( A,5 W/ 18, P L A W LOAP(NG ARF,e, l.�. RD11M L_Et-rENL> FINISH SCHEDULE -- X 9F NAFJ Nl.. `G'�2" GAL . /ABTA+L �TDDS Com' 16'�O.G. If 70 15a INS'(ALt_r1J AFT�f� (NOT 5HOWN) IS SET, 5eC�J� TO k^LL, it COUNTOP- 4 PI-^-rF0PM FLS EPF COAT HOOK' PLAN OFF G�ACaER'S I `(%/FOK MAN,aC E OFF -ICE L?, fELEYI--ST �>�1✓ L-.t<l.11✓1ZL. �.lorE- �*z a�►+�r a>^ I �'�^� �\ O . 4� V 4,1 ru �o ` \p PLAN e ENTgANGE 3/1(01► ! Il pl( PVG 6URFA65 oF�I N ACS fr, P i Pi tiv "'�•_ u tt r-� Ntx R n 0 ,App ,•P_LLow 7 °j'ifdIPi N(!7 f.3 ,t of /o'ITfI. Cot L- �( A,5 W/ 18, P L A W LOAP(NG ARF,e, l.�. PLAN AAI�'f'(10 3/1011 = I'- 011 AEZ T � -L \9 LAY. j M1 OF - 10 K 1 NK Q rev.F-To s or i I PI PLAN 5 h'1 1. SCEt-L_AtVECIi_1.cs 81321-1 I F•NIEhIT RD11M L_Et-rENL> FINISH SCHEDULE -- SOAP DISH BRADLEY 921 SOAP DISP- c NO7 . PL.YWo<>Q ENp CFVQNISN�C7 ft!( �YC1✓CZQ� PiY G•G; CgVN ER If 70 15a INS'(ALt_r1J AFT�f� (NOT 5HOWN) IS SET, 5eC�J� TO k^LL, it COUNTOP- 4 PI-^-rF0PM FLS EPF COAT HOOK' BRADLEY 931 51NL4 IN GOUNTbu_ 5E6 S H EP, -f P-1 BRADLEY 508-32 -EW,R. SLOW C�OUNT6Q BRADLEY 812-003-52 FIRE EXTGHR. LARSEN MP10 BRACKET MOUNT TOWEL RING BRADLEY 934 ADJUST. SHELV. KV 8S AND KV 185 (3'-0"O_ C.) PREFAB SHELVING ! I,4&L,&-ZEA ,( "A I" PREFAB RAIL 5 HAND DRYERS BRADLEY 2921 WASTE RECEPTICLE )<OC�E OF FiAI�iEP � PLATFORM WALL , A$oye. 54 EL-evATioN , OF Pv1e5GR(P_TION DROP WASTE RECEPTICAL THIS 50EET. ---- __ __ . - \ �EO4Z6 UF: F.c:.:;G 15 � � GL2rcT6 C6�LIN6 4 SEALED Gc,iZp• CLG NOTES FLOOR ELEVATION, F- F- LOCKSET #5KOL5(160-L) US32D BEST E7 31-0(`x �'-�," x 13/8" \ H.G. Woo F2 S 4'- o"x 3/4"x t/4 "x %8° NOT- U5E17 Awm- 4 t3Y gfAwf( E,F7 4l-0�� X;-7 oIt x, 1"3/4° A P.M. F3 7/AC-3 f=4 EA, PEEPHOLE•1698B26D IVES F3 ROOM NAME - MEN STOP 55 SERIES RIXON PLAN AAI�'f'(10 3/1011 = I'- 011 AEZ T � -L \9 LAY. j M1 OF - 10 K 1 NK Q rev.F-To s or i I PI PLAN 5 h'1 1. SCEt-L_AtVECIi_1.cs 81321-1 I F•NIEhIT RD11M L_Et-rENL> FINISH SCHEDULE -- SOAP DISH BRADLEY 921 SOAP DISP- BRADLEY 6541 MIRROR BRADLEY 710 10"X24° METAL SHELF BRADLEY 9094X10" TOWEL DISP. BRADLEY 250 COAT HOOK' BRADLEY 931 TISSUE DISP. BRADLEY 508-32 GRAB BAR BRADLEY 812-003-52 FIRE EXTGHR. LARSEN MP10 BRACKET MOUNT TOWEL RING BRADLEY 934 ADJUST. SHELV. KV 8S AND KV 185 (3'-0"O_ C.) PREFAB SHELVING ! I,4&L,&-ZEA ,( "A I" PREFAB RAIL 5 HAND DRYERS BRADLEY 2921 WASTE RECEPTICLE BRADLEY 377 NAPKIN VENDOR BRADLEY 420 PARTITIONS AAMCO TYPE H/D VIEW SCREEN AAMCO 24"X50" WASTE RECEPTICAL BRADLEY 377 MISCELLANEOUS EQUIPMENT' NOTES: 1. ALL MOUNTING HEIGHTS SHOWN ARE NOMINAL. "T"'INDICATES Dim. TO 'HOP OF ITEM. "C" LNDICATES DIM. TO CENTER OF ITEM 2. DIM. MAY BE ADJUSTED SLIGHTLY AS NECESSARY TO COORDINATE W/OTHER ITEMS OF CONST. 3_ PROVIDE SOLID BLOCF::ING IN WALLS AT APPROPRIATE LOCATIONS FOR SOLID, SECURE MOUNTING OF ALL ITEMS. ROOM FINISH LEGEND -- RD11M TYPE MANRACTURER FINISH SCHEDULE -- CARPET NOT UhE.v E I -- 7, 9, E 2 3- o" x 7V x 1'/q-" P5 F I N 1,61-1 SCHEDULE NOTES: �XGaLOt`E 5185x3 7, Pte, !O -- 7, P VINYL TILE /o" x. 4'-11 yz"x 11W IMPF_RI-,L. 12"xl2�xl/8" ��PRIf :WFI� 4 /AE 3 t7 •0 � AMe.K I CAN 01 -F -M ! I,4&L,&-ZEA ,( "A I" # P2� - ?-J 2e 5 •0 3 1, ALL CEILING HEIGHTS ARE REFERENCED TO SALES AREA FINISH ROOM ROOM NAME ^ DOOR. 4 FLOOR PUSHPLATES, US32D, BROOKLINE BASE 66 AefFAL FOLYMEKS WALL W'SCOT 15 CEILING 4 SEALED Gc,iZp• CLG NOTES FLOOR ELEVATION, F- F- LOCKSET #5KOL5(160-L) US32D BEST E7 31-0(`x �'-�," x 13/8" A H.G. Woo F2 S QUARRY TILE NOT- U5E17 D T I' O U E,F7 4l-0�� X;-7 oIt x, 1"3/4° A P.M. F3 7/AC-3 f=4 EA, PEEPHOLE•1698B26D IVES ROOM NAME - MEN STOP 55 SERIES RIXON leis W 1 1 VINYLAfzJ 1ST RANG 4f1 µ(CgPI 15 'R.NT q i 6. ,FILL, PRIME, AND PAINT DOOR. 2. SUSPENDED LOUVER CEILING HEIGHT IS 8'-4', SUSPENDED TILE SU14101 I�M�et2 (� 1 • 6► Eo #I P2lo-zl2fo 5 M �` CERAMIC TILE W 5 FIlf�fi . - PA�--TEf�(KIM EA, �, ¢ 3 SEE F WISH " NOTE LEGEND CEILING HEIGHT IS 12'-0',- SEE SECTION THRID PRESCRIPTION AREA. 401, +41Ca1-( A- 14101 9 ►- �' PR, BUTTS #C81900, US32D, 3 1/2'X3 1/21, STANLEY 8t1RNT UMf31wR ~ a G1 I�D1~N 5E -MI- hLO a I2, 1-> R NUMBERED PAINT` t- Q } NOT ,uyEv w v ;� 3 CERAMIC TILE 0-r 11hED Q w N TES 3, PROVIDE VINYL BASE ONLY AT GYP, BD, WALLS IN STORAGE AREA, �4< J J 4 ��7z �-+ 0 � ��F a w x wC w ¢ D U fLa' fL x 4. SEE SECTIQN.THRU MANAGER'S OFFICE FOR LIMITS OF PLASTIC 5 AIN4T ¢ U> ►-+ W U w N � t3 w > U Z ¢ U.. LA_ U W _J (L V Lj_ 0� I.3 W -41-w LAMINATE ON WALLS. FL1611*1T'IG WtlSoR ARr D CH4Mo15 6 I. J M.I t-A;NTE 7 O PAl f� 1✓P XY T GLIj7P�N � LI D �4 +Rp 6L(O -('1LF- 100 5. ACCEPTED CERAMIC TILE FLOOR AND BASE EQUALS; SUMMITVILLE QUARRYETTES #63 OR 61 ROMANY SPARTAN OR SANETTES 110-012-47 OR Q-012-46 DALLAS TILE DAL -MOSAICS 1'x1' TAN 6, ALL SUSP, TILE CEILING MATERIALS AND WORKMANSHIP SHALL BE 10 YEARS AGAINST, WARPING, BUCKLING, AND SAGGING, ANY DEFECTIVE MATERIALS OR WORKMANSHIP SHALL BE REPLACED DURING THIS PERIOD WITHOUT COST TO THE OWNER, PROVIDE 3 BOXES OF TILE FOR 2 MGR, OFFICE 2 �� M i Fal-CX!g I PLYWD PAINTED 5 FAIFTr 0, MF.l+F, WAt-L q 6 I 2 CERAMIC TILE NO -F 015E -:D 12--0 1, 4 3 f'RE5GK1PTIoNs 2 3 3 NOT IrI,SEp 5 1 SUSP TILE -A OwENs - coKt 11 NCS a7oK�Rr�ooK L WHITE `�UyP. ARID 7O I 2 z14IIx 48 x Ole, 12`_p" 1;2 4 aR•EAA. goom SCIEt-tTIFIC, 1-164TIN(o 2 WHITE 5U6P. 6,W -1P I T��t15�11cE�(T ;O65"flc([ I 1 6'-0" 4 GYPW BD PAINT NOT L15ED U � EXPOSED AL E ),POSCO pC_1c�ED 6111KT N � � 6 WON F- N 3 2 7 - I 8`'0" 7 STORACo 6 4 1 I 1 5 - 3GUARANTEED ! 1 5 - MAINTENANCE PURPOSES, 7. LAY VINYL TILE IN CHECKERBOARD PATTERN, 8, PROVIDE 1 BOX OF VINYL TILE FOR MAINTENANCE PURPOSES, ROOM FINISH LEGEND -- AREA H S MMOODEELLANO.- DESCRiPT MANUF caL11R REMARK00 TYPE MANRACTURER 5 1 CARPET NOT UhE.v E I -- 7, 9, E 2 3- o" x 7V x 1'/q-" P5 AF�MST�ONC� �XGaLOt`E 5185x3 7, Pte, !O -- 7, P VINYL TILE /o" x. 4'-11 yz"x 11W IMPF_RI-,L. 12"xl2�xl/8" ��PRIf :WFI� 4 /AE 3 t7 •0 � AMe.K I CAN 01 -F -M ! I,4&L,&-ZEA ,( "A I" # P2� - ?-J 2e 5 •0 3 CERAMLC TILE: E2 MaSreRSEE DOOR. 4 CGE� PUSHPLATES, US32D, BROOKLINE 'COrIC 66 AefFAL FOLYMEKS Deco-REz +4501 - 15 0 4 SEALED Gc,iZp• H.C.W000 FZ r5 F- F- LOCKSET #5KOL5(160-L) US32D BEST E7 31-0(`x �'-�," x 13/8" A H.G. Woo F2 S QUARRY TILE NOT- U5E17 D T I' O U E,F7 4l-0�� X;-7 oIt x, 1"3/4° A P.M. F3 7/AC-3 f=4 EA, PEEPHOLE•1698B26D IVES ROOM NAME - MEN STOP 55 SERIES RIXON leis 5, KAH06ANY VENEER DOOR, 1 1 VINYLAfzJ 1ST RANG 4f1 µ(CgPI 15 'R.NT q W 6. ,FILL, PRIME, AND PAINT DOOR. E5 SU14101 I�M�et2 (� 1 • AMEKIcaN OLEAN Eo #I P2lo-zl2fo 5 • 2 CERAMIC TILE 5 FIlf�fi . - PA�--TEf�(KIM EA, STOP 55 SERIES RIXON 3 VINYL. ARM�iT RQN� 401, +41Ca1-( A- 14101 9 1 lit PR, BUTTS #C81900, US32D, 3 1/2'X3 1/21, STANLEY 8t1RNT UMf31wR EA, PASSAGE 5KN5 (160-N) G1 I�D1~N 5E -MI- hLO 78"3��' PKY77 I2, 1-> 1 PAINT` 3q 00 ®CONS. >3LK' 2 FABRIC NOT ,uyEv 3 CERAMIC TILE 0-r 11hED 0' J J 4 EXPOSED NoT UhED 3 5 AIN4T GuvpF >A/6wRw1N WILL! 51;E IF47: EI-E.V:- 12;13) 14 I I -41-w FL1611*1T'IG WtlSoR ARr D CH4Mo15 6 I. J M.I t-A;NTE 7 O PAl f� 1✓P XY T GLIj7P�N � LI D �4 +Rp 6L(O -('1LF- 100 WHITE �� M i Fal-CX!g 1 PLYWD PAINTED W40 I9T. , dr -PA 4&" W&H FAIFTr 0, MF.l+F, WAt-L q 2 CERAMIC TILE NO -F 015E -:D 3 3 FABRIC NOT IrI,SEp 1 SUSP TILE -A OwENs - coKt 11 NCS a7oK�Rr�ooK L WHITE `�UyP. ARID 7O z14IIx 48 x Ole, (' P F-&6 GRATe SCIEt-tTIFIC, 1-164TIN(o 1/2" CUF3E, 21,c 21 WHITE 5U6P. 6,W -1P Pt2oDUG1 ra T��t15�11cE�(T ;O65"flc([ J 4 GYPW BD PAINT NOT L15ED U � EXPOSED AL E ),POSCO pC_1c�ED 6111KT N � � DOOR SCHEDULE DR SIZE DR KATL ER TRD HDW LAB COMMENTS No ' WD HT TK EL Np-rF_,5, E I 3' 0" x 7' 011 X 13/x-" 5 ALUM. F I T I E I -- 7, 9, E 2 3- o" x 7V x 1'/q-" P5 ALUM F I T I E 1 -- 7, P /o" x. 4'-11 yz"x 11W A H.G. Woop 4 /AE 3 t7 •0 � Yl E4 I�IIr� .�xlo`-IoI�2°x l�/4 C,b,�.M11M. •0 F7 T3 E2 •0 DOOR. 4 EA, PUSHPLATES, US32D, BROOKLINE ► F- F-- N F- EG 3`-O'( x C�' 8" x 1318' A H.C.W000 FZ r5 F- F- LOCKSET #5KOL5(160-L) US32D BEST E7 31-0(`x �'-�," x 13/8" A H.G. Woo F2 T3 F -!o'" !- D T I' O U E,F7 4l-0�� X;-7 oIt x, 1"3/4° A P.M. F3 7/AC-3 f=4 EA, PEEPHOLE•1698B26D IVES ROOM NAME - MEN STOP 55 SERIES RIXON leis 5, KAH06ANY VENEER DOOR, 1 Is •• e 1 EA, SECURITY BAR #C1-40 CONCRAFT 6. ,FILL, PRIME, AND PAINT DOOR. SET E5 WOMEN 1 • • 1/2', STANLEY • • • LOCKSET 15KOL5 (160-U U532D BEST I EA, STOP 55 SERIES RIXON 9, PROVIDE 20 FEET OF EACH SIZE VINYL BASE FOR MAINTENANCE PURPOSES, 10, REDUCER STRIPS ,DY JOHNSONITE RUBBER COMPANY. 11. THREE COAT EPDXY SYSTEM: 1, PRIMER ANO/OR BLOCK FILLER 2, INTERMEDIATE COAT 3. SEMI -GLOSS THIRD COAT - SMOOTH FINISH - DOOR #4 TO RECEIVE SAME EPDXY COATING INSIDE AND OUTSIDE, DOOR COLOR: CHOCOLATE BROWN. - ALL EXPOSED METAL SURFACES IN EPDXY SURFACED AREAS SHALL RECEIVE SAME EPDXY COATING AS ADJACENT WALL, 12, APPROVED EQUAL PAINT MANUFACTURERS: GLIDDEN SHERWIN WILLIAMS BENJAMIN MOORE PITTSBURGH 13, PAINT APPLICATION LEGEND A. INTERIOR BLOCK: •MASONRY BLOCK FILLER AND TWO COATS LATEX SEMIGLOSS. B. INTERIOR FERROUS METAL: SPOT COAT PRIMER AND TWO COATS ALKYD SEMI -GLOSS. C. INTERIOR GYP, BD.: FIRST COAT PRIMER SEALER AND TWO COATS ALKYD SEMI -GLOSS, D. EXTERIOR METALS: FIRST COAT ALKYD RESIN METAL PRIMER AND TWO COATS SEMI-6LOSS WITH TITANIUM DIOXIDE, 14, PAINT AT PRESCRIPTION AREA (SHOWN ON INT, ELEVS,) SHERWIN WILLIAMS 134-B BLUECOAT BM FLAT GLIDDEN BLUE - BASE #3495 COLOR TINT: T-BL8 PY104WIP DYCO CHEM & COATINGS - #256 U ECKERD BLUE (FLAT N.P.I. QUALITY PAINTS - 1286 FLAT) 15, APPROVED CONC, SEALER EQUALS: POLYMER SALES SPECCO C-15 ST. PETERSBURG, FL FORMULA ONE DURA SEAL CONCRESEAL FORT MYERS, FL MASURY COLUMBIA, INC, MOISTURE CURE • r HARDWARE S CHEDUL.E: ECI'::ERD SET E1 EACH TO HAVE: 1 SET OFFSET PIVOTS 35-205 TOP PITTCO 35-206 BOTTOM RIGHT 35-207 BOTTOM LEFT I EA. CLOSER4807 DOUBLE ACTING RIXON 6 EA, ALUM. BUMPER GUARD KAWNEER (3 INSIDE, 3 OUTSIDE) - 2 EA. PUSH/PULL BAR STYLE 'L" KAWNEER ! EA, DOOR STOP -111150A DOOROMATIC K trrl I SCEL LAMEC➢iLJ� EC U X F'•MENT E3CIiEI UL..E I EA, MS LOC 11851-A ADAMS RITE EQUIPMENT AND MOUNTING HEIGHT 1 EA. WEATHER STRIPPING 1336 ALUM, NAT, GUARD DOOR SCHEDULES NOTES): ECF:E:R1) 1 EA, THRESHOLD TYPE I RIXON I EA, CYLINDER GUARD #IE6C4 BEST 1, WILSON ART #D41-6 'CHAMOIS" PLASTIC LAMINATE ON ALL EXPOSED SEI E2 SURFACES OF DOOR, 1 M t7 •0 � Yl I!1 CI fl •0 V y0 •0 •0 DOOR. 4 EA, PUSHPLATES, US32D, BROOKLINE ► F- F-- N F- U U U U U I- F- F- LOCKSET #5KOL5(160-L) US32D BEST 4. ELIASON 'ECKERD SPECIAL' IN 4'-0'x7'-0' FRAME. DOUBLE-ACTING I f= G Q. 4 (E!l In Q a Q � � cc H L U. I Ul S Lf E N A w O F- D T I' O U 4 U W to ,�. F- fL m w fL L7 [i ,". F� M U A O qqz I] F cc Fes- uj W " I!. LL I to W D F- lw N N Z Q 4 EA, PEEPHOLE•1698B26D IVES ROOM NAME - MEN STOP 55 SERIES RIXON leis 5, KAH06ANY VENEER DOOR, 1 Is •• e 1 EA, SECURITY BAR #C1-40 CONCRAFT 6. ,FILL, PRIME, AND PAINT DOOR. SET E5 WOMEN 1 • • 1/2', STANLEY • • • LOCKSET 15KOL5 (160-U U532D BEST I EA, STOP 55 SERIES RIXON S. PROVIDE SECURITY CLIPS FOR ALL DOORS AND SIDELIGHTS, SET E6 1 lit PR, BUTTS #C81900, US32D, 3 1/2'X3 1/21, STANLEY 1 EA, PASSAGE 5KN5 (160-N) I EA, STOP 55 SERIES RIXON I 9, PROVIDE 20 FEET OF EACH SIZE VINYL BASE FOR MAINTENANCE PURPOSES, 10, REDUCER STRIPS ,DY JOHNSONITE RUBBER COMPANY. 11. THREE COAT EPDXY SYSTEM: 1, PRIMER ANO/OR BLOCK FILLER 2, INTERMEDIATE COAT 3. SEMI -GLOSS THIRD COAT - SMOOTH FINISH - DOOR #4 TO RECEIVE SAME EPDXY COATING INSIDE AND OUTSIDE, DOOR COLOR: CHOCOLATE BROWN. - ALL EXPOSED METAL SURFACES IN EPDXY SURFACED AREAS SHALL RECEIVE SAME EPDXY COATING AS ADJACENT WALL, 12, APPROVED EQUAL PAINT MANUFACTURERS: GLIDDEN SHERWIN WILLIAMS BENJAMIN MOORE PITTSBURGH 13, PAINT APPLICATION LEGEND A. INTERIOR BLOCK: •MASONRY BLOCK FILLER AND TWO COATS LATEX SEMIGLOSS. B. INTERIOR FERROUS METAL: SPOT COAT PRIMER AND TWO COATS ALKYD SEMI -GLOSS. C. INTERIOR GYP, BD.: FIRST COAT PRIMER SEALER AND TWO COATS ALKYD SEMI -GLOSS, D. EXTERIOR METALS: FIRST COAT ALKYD RESIN METAL PRIMER AND TWO COATS SEMI-6LOSS WITH TITANIUM DIOXIDE, 14, PAINT AT PRESCRIPTION AREA (SHOWN ON INT, ELEVS,) SHERWIN WILLIAMS 134-B BLUECOAT BM FLAT GLIDDEN BLUE - BASE #3495 COLOR TINT: T-BL8 PY104WIP DYCO CHEM & COATINGS - #256 U ECKERD BLUE (FLAT N.P.I. QUALITY PAINTS - 1286 FLAT) 15, APPROVED CONC, SEALER EQUALS: POLYMER SALES SPECCO C-15 ST. PETERSBURG, FL FORMULA ONE DURA SEAL CONCRESEAL FORT MYERS, FL MASURY COLUMBIA, INC, MOISTURE CURE • r HARDWARE S CHEDUL.E: ECI'::ERD SET E1 EACH TO HAVE: 1 SET OFFSET PIVOTS 35-205 TOP PITTCO 35-206 BOTTOM RIGHT 35-207 BOTTOM LEFT I EA. CLOSER4807 DOUBLE ACTING RIXON 6 EA, ALUM. BUMPER GUARD KAWNEER (3 INSIDE, 3 OUTSIDE) - 2 EA. PUSH/PULL BAR STYLE 'L" KAWNEER ! EA, DOOR STOP -111150A DOOROMATIC K 6 REVISIONS ECKERD SCHEDULES 8s DETAILS PROJECT NO. ®ATE 1,2 1 r# 1. sHT. AE2 s I EA, MS LOC 11851-A ADAMS RITE 1 EA. WEATHER STRIPPING 1336 ALUM, NAT, GUARD DOOR SCHEDULES NOTES): ECF:E:R1) 1 EA, THRESHOLD TYPE I RIXON I EA, CYLINDER GUARD #IE6C4 BEST 1, WILSON ART #D41-6 'CHAMOIS" PLASTIC LAMINATE ON ALL EXPOSED SEI E2 SURFACES OF DOOR, 1 SET HINGES 'EASY SWING" ELIASON 2 EA. KICKPLATES ON SALES SIDE, 22'00', U532D, BROOKLINE 2. WILSON ART 11570 'WHITE' PLASTIC LAMINATE ON BOTH SIDES OF 2 E,, KICKPLATES ON STOR, SIDE, 22%.30", U52H, BROOKLINE DOOR. 4 EA, PUSHPLATES, US32D, BROOKLINE SET E3 3. UNDERCUT DOOR 1'. 2 EA, SPRING HINGE #2060, US32D, STANLEY I EA, LOCKSET #5KOL5(160-L) US32D BEST 4. ELIASON 'ECKERD SPECIAL' IN 4'-0'x7'-0' FRAME. DOUBLE-ACTING I EA, BARREL BOLT #1084, U932D, STANLEY MOUNTED 24' A.F.F. FLUSHPANEL MODEL #LWP-3. DOORS SHALL BE REINFORCED FOR ALL SET E4 HARDWARE AND SHALL HAVE 9"x14' UNBREAKABLE VIEW WINDOW IN EACH 1 112 PR, BUTTS #C81900 NRP, US32D, 4 I/2"x4 112", STANLEY LEAF. 1 EA, PEEPHOLE•1698B26D IVES 1 EA, STOP 55 SERIES RIXON 5, KAH06ANY VENEER DOOR, 1 EA, CLOSER #4040H LCN 1 EA, SECURITY BAR #C1-40 CONCRAFT 6. ,FILL, PRIME, AND PAINT DOOR. SET E5 1 !/2 PR. BUTTS #CB1900, US32D, 3 1/2"x3 1/2', STANLEY 1, NARROW STYLE ALUMINUM DOOR, 1 EA, LOCKSET 15KOL5 (160-U U532D BEST I EA, STOP 55 SERIES RIXON S. PROVIDE SECURITY CLIPS FOR ALL DOORS AND SIDELIGHTS, SET E6 1 lit PR, BUTTS #C81900, US32D, 3 1/2'X3 1/21, STANLEY 1 EA, PASSAGE 5KN5 (160-N) I EA, STOP 55 SERIES RIXON 6 REVISIONS ECKERD SCHEDULES 8s DETAILS PROJECT NO. ®ATE 1,2 1 r# 1. sHT. AE2 s ON n4E r*,L SIx�ENS�Ov S�ST6M(WH TE� P.T. l- 8 F URA I N C 11 I 5/8 vYP �u ON PT. I x 3 V"Q F-Q441%WC, PP.INTC2ua-,T�) "P1TTSf3uQ+6 ° p2E3� (b-05ciQ 1 '.vHI T5 OCZ &QG ^L P.I. f . b.vWO=,J4i:I^j(7 VOVAX. 71 W PLvC-,G6D C- C EXT PL_YW OOCD ID RPA PT. tic "e, I' o,c, ort RT 2`x4" SLef-p L'o's 124" qv-, . :SECTION (a PwAp,MAGY Q1�3 W^LL ti'OrvQ 7O b& 5/8 of CyYP. e Q. ON 4' mErA,_ PT1JOs 6 ICA "G AINT (Z GxJ%TS) 61 -VE - SG6 specs- 4' W D. C^ -T'S 57rop ONLYINC7 1 .0 m TO %V rCH r VINYL ;2^66 4"v1NYL &-,5 IS. r— FIN.FLR• SALErS ELEVATION OF PHARMACY DROP - 2 11 w SCALE- 3/16 =1 -0 qE3 I�14" v I o r- P. /S 1 L V// 4 0-A I 4 y2 d ICt L L.5 01� - e, (LT _,p LA sT I I,AJ/l l ►J AT � ToP 5IPe.S- F1 N P- 11A/A6 1---- `V44 TRI/A JPOTH 51DES• rA I Al T \Y/ QI-II9tT&FJ --, vvzo Qo q ► I� � JLI�r� oil M' 6TTLf 4 o, C, SECTIONr4PLAN @ OFFICE RAIL A�. �J 121 OFrILE PDOta, 3 /0 AE, '.V5ULu'K C -RD PLASTIC• LAMIMP-TF GOYfyK.Eb 2-A•IL- SI"E V F T -A -IL THIS S H E D- 4 I 'tU i 1,oM AAT"PU. • I LAIR. OW �t"FLyv1v a1 I x z" P•r, FUR,fLIA)G W/ 3/4" 5T`(R0 ('on/ti 1 05UU. (INSUL• P_ OFFIC.C: WAUL� OHLY) 4"VIN-fL COV t_- F>l.St- 1/6" 1/B" Y. &.T, 0 3/d" P LUGG 61) C -C 1 Y-rr9R-IOV PLYV'(Oot> :D.F.P.A.• Z. X 8" P. T. ,t015T S �¢ Ir "o.c , t- ! 1 Q 2"x 4'' P.T. PLATS5,t - svace C@ f2"o.c-e 5AFr. SECTION @ MAN4��-ESS CJFFIGE \A�3 3 A E'6 VoURLE 5TURs Ir 111- F t.044-2 5A.Lt. S • FIN. GULIO, FIN. FLIL. L '1.'- �y t 8� STF,6L: e>UMP61a, PILL N/cow_PAigT 2 Gon-►G -rQA XI c YC W BxTt'JOIOfl. POCL dr- Wr.L (i CONI. P"o ry/ (o < (o - 10/10 kit R� M E$F{ 1 PaVEMBN7 PLF� V. � nNT e& _ sl,� SI(✓ 6LOPe N it `-_ ��• ''7'ry I I. aQ. GONG. I rccrT 146 ?1 0l SECTION e Pu11PSTE.R PA A�.3 3/S1= I,-0,1 s/4I FL-rWD. TRF_4AP'b f��s fps W/ I/L3" VWYL. TILS -rrr4v" �i 1(1�1YL DISE Rte✓ W/ GOLDf� TD hTg7C,J I l3psl -- ALUM Al, - C i.F, e�Y 1�, tzALIKI OK E.Q u A t_. Z"0C,40 Mf:, GAIL WALL--\ (a WN C, Loao1NG Goc,K hlcht~ ELr.OK w/lo go • id1lo iUb M55H, „ 'J 13acx�1 FINISH MOIL coNc PAb (� PAVEMENT .6l FiV, c u7 our iw Vau1t:S -SEE �1 r6 PtarJ r-Go►i . LVW7i�Y� I 4"A .6 '_ • JAMD Sb Q.EIM OQC6 ROGE,IYm rITTI"(Si MPAPIA;W. 111,c; t.nTL• 9CC!KLIT( -d O pGFy PSS TLC1F••l , ' 4 �C71Gt I T Y bAA%op. SLOPE GLoD p[x3tT1 P7 PETdIL I QOM ETR I C V I E W\A TS6LUQITY gAQ W/2.1,x1" 4,e-5. MA►JUFAGTUtZED & "COWJuAFT"15�5,MAIu 5T. uooKs (4) .. METQL r?Oi ' ><u> L 000K WIt�rH MOOWT HOLLY, N•G.2Q12o (704) 627-�0J54 49 CI-40OYE.RGU1 cm SECTION r7 0 LOApja& dou{ ''PEGf2 H,9L G. m� 2�lNFoQcluc� PL -ATF- WIAL 122 TO 11.161D _ ?'UASTIC.--I-AIMNATr COVeR_6P RAIL 5SE• DETAIL TWI5 SHEET' 0 -AI A?pi,r'PLAt. L -6/f\ , o N n', PLYwvD a" I" x 2'' 1? r, F U r Rm 0 c, wy 3/.4' STY Ko FOA,/A 1050L• (INSUL, @ OFFICE WALLS ONLY) C" 911 911 4"Y1 M Y L C,0\1 Ti t>&nf-"'t LO r- I 4 u I1 v° 1 0'• 11 o u STKI,JloER l UO�jE(TYP.i 2t12 @� I'L'GtC. SECTION 8 .(P, MANA6,r_Rs oFFI�� A�3 N.T.S. r-- ANCHOR TO STRUCTURE K[CKEl 2 x 4 WD FRAMING a RWa0D6" O.C. 16" OAC. 2 x 4 WD. FRAMING a PLAgTr_K P.ElaL eT 16" 0 . C . MW 75-75 PSY FKf 1/2" GY• BD.--\ KE-�L-I=•-T ori Ea • --- oN LL 5tPF_a,\&t3" r� BATT INSULATION 3/4" EXT• PLYWOOD • STOREFRONT -'7/8" PLASTER ON METAL LATH. \--"EDGE OF WALL BEYOND SEAL AH_r BECTON @ FRONT LNTRANC�- 14 III = 11'-011 AE3 } 26 GA. • GALV. STL'. CORRUFORM �a 6YP5UM r� M. WALJ.BOARO b Ak6ovE GLC -x I'a A F OODR I`Y Gl7C>) rfC7N..L, 1 LAY -IN AC.OVSTIG C,LG• ON �,4 • ON n4E r*,L SIx�ENS�Ov S�ST6M(WH TE� P.T. l- 8 F URA I N C 11 I 5/8 vYP �u ON PT. I x 3 V"Q F-Q441%WC, PP.INTC2ua-,T�) "P1TTSf3uQ+6 ° p2E3� (b-05ciQ 1 '.vHI T5 OCZ &QG ^L P.I. f . b.vWO=,J4i:I^j(7 VOVAX. 71 W PLvC-,G6D C- C EXT PL_YW OOCD ID RPA PT. tic "e, I' o,c, ort RT 2`x4" SLef-p L'o's 124" qv-, . :SECTION (a PwAp,MAGY Q1�3 W^LL ti'OrvQ 7O b& 5/8 of CyYP. e Q. ON 4' mErA,_ PT1JOs 6 ICA "G AINT (Z GxJ%TS) 61 -VE - SG6 specs- 4' W D. C^ -T'S 57rop ONLYINC7 1 .0 m TO %V rCH r VINYL ;2^66 4"v1NYL &-,5 IS. r— FIN.FLR• SALErS ELEVATION OF PHARMACY DROP - 2 11 w SCALE- 3/16 =1 -0 qE3 I�14" v I o r- P. /S 1 L V// 4 0-A I 4 y2 d ICt L L.5 01� - e, (LT _,p LA sT I I,AJ/l l ►J AT � ToP 5IPe.S- F1 N P- 11A/A6 1---- `V44 TRI/A JPOTH 51DES• rA I Al T \Y/ QI-II9tT&FJ --, vvzo Qo q ► I� � JLI�r� oil M' 6TTLf 4 o, C, SECTIONr4PLAN @ OFFICE RAIL A�. �J 121 OFrILE PDOta, 3 /0 AE, '.V5ULu'K C -RD PLASTIC• LAMIMP-TF GOYfyK.Eb 2-A•IL- SI"E V F T -A -IL THIS S H E D- 4 I 'tU i 1,oM AAT"PU. • I LAIR. OW �t"FLyv1v a1 I x z" P•r, FUR,fLIA)G W/ 3/4" 5T`(R0 ('on/ti 1 05UU. (INSUL• P_ OFFIC.C: WAUL� OHLY) 4"VIN-fL COV t_- F>l.St- 1/6" 1/B" Y. &.T, 0 3/d" P LUGG 61) C -C 1 Y-rr9R-IOV PLYV'(Oot> :D.F.P.A.• Z. X 8" P. T. ,t015T S �¢ Ir "o.c , t- ! 1 Q 2"x 4'' P.T. PLATS5,t - svace C@ f2"o.c-e 5AFr. SECTION @ MAN4��-ESS CJFFIGE \A�3 3 A E'6 VoURLE 5TURs Ir 111- F t.044-2 5A.Lt. S • FIN. GULIO, FIN. FLIL. L '1.'- �y t 8� STF,6L: e>UMP61a, PILL N/cow_PAigT 2 Gon-►G -rQA XI c YC W BxTt'JOIOfl. POCL dr- Wr.L (i CONI. P"o ry/ (o < (o - 10/10 kit R� M E$F{ 1 PaVEMBN7 PLF� V. � nNT e& _ sl,� SI(✓ 6LOPe N it `-_ ��• ''7'ry I I. aQ. GONG. I rccrT 146 ?1 0l SECTION e Pu11PSTE.R PA A�.3 3/S1= I,-0,1 s/4I FL-rWD. TRF_4AP'b f��s fps W/ I/L3" VWYL. TILS -rrr4v" �i 1(1�1YL DISE Rte✓ W/ GOLDf� TD hTg7C,J I l3psl -- ALUM Al, - C i.F, e�Y 1�, tzALIKI OK E.Q u A t_. Z"0C,40 Mf:, GAIL WALL--\ (a WN C, Loao1NG Goc,K hlcht~ ELr.OK w/lo go • id1lo iUb M55H, „ 'J 13acx�1 FINISH MOIL coNc PAb (� PAVEMENT .6l FiV, c u7 our iw Vau1t:S -SEE �1 r6 PtarJ r-Go►i . LVW7i�Y� I 4"A .6 '_ • JAMD Sb Q.EIM OQC6 ROGE,IYm rITTI"(Si MPAPIA;W. 111,c; t.nTL• 9CC!KLIT( -d O pGFy PSS TLC1F••l , ' 4 �C71Gt I T Y bAA%op. SLOPE GLoD p[x3tT1 P7 PETdIL I QOM ETR I C V I E W\A TS6LUQITY gAQ W/2.1,x1" 4,e-5. MA►JUFAGTUtZED & "COWJuAFT"15�5,MAIu 5T. uooKs (4) .. METQL r?Oi ' ><u> L 000K WIt�rH MOOWT HOLLY, N•G.2Q12o (704) 627-�0J54 49 CI-40OYE.RGU1 cm SECTION r7 0 LOApja& dou{ ''PEGf2 H,9L G. m� 2�lNFoQcluc� PL -ATF- WIAL 122 TO 11.161D _ ?'UASTIC.--I-AIMNATr COVeR_6P RAIL 5SE• DETAIL TWI5 SHEET' 0 -AI A?pi,r'PLAt. L -6/f\ , o N n', PLYwvD a" I" x 2'' 1? r, F U r Rm 0 c, wy 3/.4' STY Ko FOA,/A 1050L• (INSUL, @ OFFICE WALLS ONLY) C" 911 911 4"Y1 M Y L C,0\1 Ti t>&nf-"'t LO r- I 4 u I1 v° 1 0'• 11 o u STKI,JloER l UO�jE(TYP.i 2t12 @� I'L'GtC. SECTION 8 .(P, MANA6,r_Rs oFFI�� A�3 N.T.S. r-- ANCHOR TO STRUCTURE K[CKEl 2 x 4 WD FRAMING a RWa0D6" O.C. 16" OAC. 2 x 4 WD. FRAMING a PLAgTr_K P.ElaL eT 16" 0 . C . MW 75-75 PSY FKf 1/2" GY• BD.--\ KE-�L-I=•-T ori Ea • --- oN LL 5tPF_a,\&t3" r� BATT INSULATION 3/4" EXT• PLYWOOD • STOREFRONT -'7/8" PLASTER ON METAL LATH. \--"EDGE OF WALL BEYOND SEAL AH_r BECTON @ FRONT LNTRANC�- 14 III = 11'-011 AE3 } 26 GA. • GALV. STL'. CORRUFORM �a 6YP5UM M. WALJ.BOARO b Ak6ovE GLC -x I'a A F OODR I`Y Gl7C>) rfC7N..L, LAY -IN AC.OVSTIG C,LG• ON • WHITE ME-rAL SuBPEvsIOn STL . COL. Q \ 4"METAL STUDS e 1(o�AG• SUSP�nit�p gUP(>Of1T O- WEL DI►1 r1 C1f- �o'6tp. �,0. O^I FROM STRVGTURE h�OYE. 4' $AF7^1- 5TVO6 1Co 0•c• PAINT (,2 (r _TS) #� 17- ELU6 - 5eE Specs. • �j1GN Q,^! QrNEG-S `"�8" TYPE K GfP, QJR• xp a�r�d SVRI=AGE�i • .I•!A>.N1aRat1�/ • phlrlT (2 Goh75) PI�T51?x1RG� Pz537 [31 OSSOM WHIT£ M EOUAL 6", 20 GA. STL.'STUDS @ P.T. 1" 2o' WOOC, FU4LIN6 MP) UNLF,,% / - tUCNE(1W18� NoiF,OI I -m M67^L C.OQNER ?�FrQs ON n4E r*,L SIx�ENS�Ov S�ST6M(WH TE� P.T. l- 8 F URA I N C 11 I 5/8 vYP �u ON PT. I x 3 V"Q F-Q441%WC, PP.INTC2ua-,T�) "P1TTSf3uQ+6 ° p2E3� (b-05ciQ 1 '.vHI T5 OCZ &QG ^L P.I. f . b.vWO=,J4i:I^j(7 VOVAX. 71 W PLvC-,G6D C- C EXT PL_YW OOCD ID RPA PT. tic "e, I' o,c, ort RT 2`x4" SLef-p L'o's 124" qv-, . :SECTION (a PwAp,MAGY Q1�3 W^LL ti'OrvQ 7O b& 5/8 of CyYP. e Q. ON 4' mErA,_ PT1JOs 6 ICA "G AINT (Z GxJ%TS) 61 -VE - SG6 specs- 4' W D. C^ -T'S 57rop ONLYINC7 1 .0 m TO %V rCH r VINYL ;2^66 4"v1NYL &-,5 IS. r— FIN.FLR• SALErS ELEVATION OF PHARMACY DROP - 2 11 w SCALE- 3/16 =1 -0 qE3 I�14" v I o r- P. /S 1 L V// 4 0-A I 4 y2 d ICt L L.5 01� - e, (LT _,p LA sT I I,AJ/l l ►J AT � ToP 5IPe.S- F1 N P- 11A/A6 1---- `V44 TRI/A JPOTH 51DES• rA I Al T \Y/ QI-II9tT&FJ --, vvzo Qo q ► I� � JLI�r� oil M' 6TTLf 4 o, C, SECTIONr4PLAN @ OFFICE RAIL A�. �J 121 OFrILE PDOta, 3 /0 AE, '.V5ULu'K C -RD PLASTIC• LAMIMP-TF GOYfyK.Eb 2-A•IL- SI"E V F T -A -IL THIS S H E D- 4 I 'tU i 1,oM AAT"PU. • I LAIR. OW �t"FLyv1v a1 I x z" P•r, FUR,fLIA)G W/ 3/4" 5T`(R0 ('on/ti 1 05UU. (INSUL• P_ OFFIC.C: WAUL� OHLY) 4"VIN-fL COV t_- F>l.St- 1/6" 1/B" Y. &.T, 0 3/d" P LUGG 61) C -C 1 Y-rr9R-IOV PLYV'(Oot> :D.F.P.A.• Z. X 8" P. T. ,t015T S �¢ Ir "o.c , t- ! 1 Q 2"x 4'' P.T. PLATS5,t - svace C@ f2"o.c-e 5AFr. SECTION @ MAN4��-ESS CJFFIGE \A�3 3 A E'6 VoURLE 5TURs Ir 111- F t.044-2 5A.Lt. S • FIN. GULIO, FIN. FLIL. L '1.'- �y t 8� STF,6L: e>UMP61a, PILL N/cow_PAigT 2 Gon-►G -rQA XI c YC W BxTt'JOIOfl. POCL dr- Wr.L (i CONI. P"o ry/ (o < (o - 10/10 kit R� M E$F{ 1 PaVEMBN7 PLF� V. � nNT e& _ sl,� SI(✓ 6LOPe N it `-_ ��• ''7'ry I I. aQ. GONG. I rccrT 146 ?1 0l SECTION e Pu11PSTE.R PA A�.3 3/S1= I,-0,1 s/4I FL-rWD. TRF_4AP'b f��s fps W/ I/L3" VWYL. TILS -rrr4v" �i 1(1�1YL DISE Rte✓ W/ GOLDf� TD hTg7C,J I l3psl -- ALUM Al, - C i.F, e�Y 1�, tzALIKI OK E.Q u A t_. Z"0C,40 Mf:, GAIL WALL--\ (a WN C, Loao1NG Goc,K hlcht~ ELr.OK w/lo go • id1lo iUb M55H, „ 'J 13acx�1 FINISH MOIL coNc PAb (� PAVEMENT .6l FiV, c u7 our iw Vau1t:S -SEE �1 r6 PtarJ r-Go►i . LVW7i�Y� I 4"A .6 '_ • JAMD Sb Q.EIM OQC6 ROGE,IYm rITTI"(Si MPAPIA;W. 111,c; t.nTL• 9CC!KLIT( -d O pGFy PSS TLC1F••l , ' 4 �C71Gt I T Y bAA%op. SLOPE GLoD p[x3tT1 P7 PETdIL I QOM ETR I C V I E W\A TS6LUQITY gAQ W/2.1,x1" 4,e-5. MA►JUFAGTUtZED & "COWJuAFT"15�5,MAIu 5T. uooKs (4) .. METQL r?Oi ' ><u> L 000K WIt�rH MOOWT HOLLY, N•G.2Q12o (704) 627-�0J54 49 CI-40OYE.RGU1 cm SECTION r7 0 LOApja& dou{ ''PEGf2 H,9L G. m� 2�lNFoQcluc� PL -ATF- WIAL 122 TO 11.161D _ ?'UASTIC.--I-AIMNATr COVeR_6P RAIL 5SE• DETAIL TWI5 SHEET' 0 -AI A?pi,r'PLAt. L -6/f\ , o N n', PLYwvD a" I" x 2'' 1? r, F U r Rm 0 c, wy 3/.4' STY Ko FOA,/A 1050L• (INSUL, @ OFFICE WALLS ONLY) C" 911 911 4"Y1 M Y L C,0\1 Ti t>&nf-"'t LO r- I 4 u I1 v° 1 0'• 11 o u STKI,JloER l UO�jE(TYP.i 2t12 @� I'L'GtC. SECTION 8 .(P, MANA6,r_Rs oFFI�� A�3 N.T.S. r-- ANCHOR TO STRUCTURE K[CKEl 2 x 4 WD FRAMING a RWa0D6" O.C. 16" OAC. 2 x 4 WD. FRAMING a PLAgTr_K P.ElaL eT 16" 0 . C . MW 75-75 PSY FKf 1/2" GY• BD.--\ KE-�L-I=•-T ori Ea • --- oN LL 5tPF_a,\&t3" r� BATT INSULATION 3/4" EXT• PLYWOOD • STOREFRONT -'7/8" PLASTER ON METAL LATH. \--"EDGE OF WALL BEYOND SEAL AH_r BECTON @ FRONT LNTRANC�- 14 III = 11'-011 AE3 } 26 GA. • GALV. STL'. CORRUFORM I'a A F OODR I`Y Gl7C>) rfC7N..L, • STL . COL. Q \ gUP(>Of1T O- WEL DI►1 r1 C1f- MA50, IK I T" . #� 17- 1 "WI L-500 4V --r PLASTIC L.AINMATE Z'+GNR,o/,kE at -L_ xp a�r�d SVRI=AGE�i • .I•!A>.N1aRat1�/ 6", 20 GA. STL.'STUDS @ / - P -m r 24" O.C.o i 0 l7E G'l110H,EXIT T� w _ ^ CONTROL LOcu W1 90.407 aj BATT INSUL. (3�", R-11) 'STeIICE . FLLTE- EX`I'. PLYWOOD FAME O F012 ALL ACVWQ �Fv �ILCL G<IPCRF(E ' t LAY -IN CEIL. m\�� SEE STRUC'P. —� - o " GYP. BD, o - lA1.TERIOR RLrw of F¢A SOFFIT — _ I N WOOD BLKG. AS REQD. DETAIL I I 4 @ SE -(,UNITY 15AK _ CAULK SEALANT 4 12 [ti r+ a 0 ALUM. STOREFRONT :SECTION I � a�3 T Q \ #� 17- 1 "WI L-500 4V --r PLASTIC L.AINMATE Z'+GNR,o/,kE at -L_ xp a�r�d SVRI=AGE�i • .I•!A>.N1aRat1�/ / i 0 ELEVATION MAWA&r_r,5 orFIcr_ AE•3 W.T. S. YZ' FT FCIKRI l`1 L� �o • r-1NPE, F.ACIP�_ Op L-acy, `O FUu 2� v- (2) STIZJPS I/2 -'P -r F JpA%tlG CN 2",c q RT• N FLaoPal SECTION 13 0 C-05ME,TIG WALL. \Af3 H.rs. 11-1 G Lam:• GOP(ZVIwz 51�N1q(o�. AKk.A I1q, Q^ �1�c GaNI'RuLL � ' A1bl�R5 �FFlcr< I'LdC•� • �At~e � �Lct�K ELEVATION @ MAQAGEf,'b VfFle_ - N .T s. �- MULLIOt4 AbOvB ' N STCg-6 FPj0i IT' MULLION Aba%/F_ #=L1 II ii 20x21 I3RQNIZ.) FIN• t--- 4t'bRICIL/81J e>LoGK N^L L ALUM, C F5ATUtRE `&TRIP PLAN:_ �z @ FEATURE STRIP A�3 t1i.T. S. SEp (1p H I0 ryrg'*2 a IIT A G I 1 MARX3?U56 SOF lax 21/q•n^NOc�IzE 16QON Zb ALUM CON-riN. SN1',D. 51LL SIMILAGZ. (2) I�x Inr�NoDIZ,ELa �r.�oNzF, AI -um. Cs GONTI IA. Q INTEXLME�0IA7 MULLION FRONT N 7YP. 0 1r TORE FQoN? 'I el FP -01`4T FAN` 1ZAtJC_a Ptz0v10E HUPPLICG iNE CHANNELS ((4Gik)At SNiokN -m RFXGEIvE. V411 PL�.(wc*O �+EETS CoQ. S`�M P¢toT�JL�TtON. .SECTION. s @1-ltl-�1GAI,U�. Gu.at�1�1C.t✓ AE3 STs. REVISIONS ECKERD DETAILS PROJECT NO. 1041 DATE: IZ-a 8A � sw. AE3, INTERIOR ELEVATION 3/32" - 1'- 0" 11 ec? -- z�( .:�N ___ = y. u �- —7 P:7 T "tp FLcov ;71,\k FL INTERIOR ELEVATION ('Z- 1 1- on HST FA, I :;r-- 4*' �-rr. eo 68) 50 Kvwjp4;? c,-rr. ep, xz, P.T. FURRING- 1/21 tr FJN FL. INTERIOR ELEVATION 3/32410 1'. 011 II 6 EQU SPACES II -`uk3DL-t?-s1vc- OF F, NOTE-. ROOF DETAIL -S REFERENCED IN THis I LEGEND ARE ON 9-FJC-.r-j- A/1 114,' TE Ik p I Lr -p r-L&ss F- -------- - ---- - DESCRIPTION GVA,60OL-1-5 PRF I PARAPLT ROOF FLASHING I A e*i Ekr-D Gt-,t B T PARAPET ROOF EXPANSION t ---j p Doc L, \,�4 vrq 0 L'( I/AlLAE REJ I;r&cl V, 4A%,k%LG OU;s1 0 tr ts OW\VkY usL- ow tubloti GEJ V r, N/i. 4 VS tj- VENT PIPE; FRONT RD 0 ELEVATION.('5-1 Ds DOWN SPOUT Na: Y� v HAFT a-ev- -,w- w-- W/LSD. "A cm iF- Lp Fvtmve =CL" H5c�N 'k, &yr. Yl'&*. ev- ( A PT. FtUU?Vr- T r INTERIOR ELEVATION_ 3/32" - 1'- 0" ECKERD'REAR ELEVATION//'] I ,3/,32". 11-•0- � AF -4 -- FIQ r'l- 4 12 L J Ft/,7 r 5H&E-r?-i&-rAt- C -A6 1-4P,7^1NFF-L 4 1Z' 4Fli-ex. P -TM PMG`16'�p ii" L5t,tj� vmrrG Q.)P-Y rVPU4)ca j 'CeN7r-;Z. r �HADe; 6N Q. EN p VIEIL-4 ELEVATION m F -TA I - mall r, 0. WP -1 @ 8'-0" O.C. 5 PUSH BARS EQ. 5VAULD (INSTALL W/ONE WAY TAMPER PROOF SCREWS1 FRONT. ELEVATION r6 3/32" - 11- 0" ��4 L 9C), -i(N 'ELEVATION T TEMPERED GLASS &4-rQ1--c7-t)Q- - ELEVAT ION 10 " A c� m F--< C3 CJ F= F I-- o!! -N t1,4 L- F= C -i E-= 11,1 ID 6 EQU SPACES NOTE-. ROOF DETAIL -S REFERENCED IN THis LEGEND ARE ON 9-FJC-.r-j- A/1 TOBB SYMBOL YMBOL -------- - ---- - DESCRIPTION DETAIL - PRF I PARAPLT ROOF FLASHING I A T T B T PARAPET ROOF EXPANSION c JOINI, -T REJ ROOF EXPANS101',1 joiri,r D GEJ ourrER EXPANSION JOINT 4 VS tj- 12 L J Ft/,7 r 5H&E-r?-i&-rAt- C -A6 1-4P,7^1NFF-L 4 1Z' 4Fli-ex. P -TM PMG`16'�p ii" L5t,tj� vmrrG Q.)P-Y rVPU4)ca j 'CeN7r-;Z. r �HADe; 6N Q. EN p VIEIL-4 ELEVATION m F -TA I - mall r, 0. WP -1 @ 8'-0" O.C. 5 PUSH BARS EQ. 5VAULD (INSTALL W/ONE WAY TAMPER PROOF SCREWS1 FRONT. ELEVATION r6 3/32" - 11- 0" ��4 L 9C), -i(N 'ELEVATION T TEMPERED GLASS &4-rQ1--c7-t)Q- - ELEVAT ION 10 " A c� m F--< C3 CJ F= F I-- o!! -N t1,4 L- F= C -i E-= 11,1 ID NOTE-. ROOF DETAIL -S REFERENCED IN THis LEGEND ARE ON 9-FJC-.r-j- A/1 SYMBOL YMBOL -------- - ---- - DESCRIPTION DETAIL - PRF I PARAPLT ROOF FLASHING I A PRF 2 PARAPET ROOF FLASHING 2 B PEJ PARAPET ROOF EXPANSION c JOINI, REJ ROOF EXPANS101',1 joiri,r D GEJ ourrER EXPANSION JOINT (3 VS tj- VENT PIPE; L RD 0 ROOF DRAIN Ds DOWN SPOUT H OUT GUT -CER sc SCUPPER PP ❑ PITCH POCk..Er m MQ HECHF4'11CAL. CURD RL :QZ ROOF LADDER RH ROOF i-m-rai GS GRAVEL STOP Q --- Tmrn Tfuff COI=' I r,Ia P K��-II METAL ROOFING EW -\ -----4 - � ELEC WEATHERHEAD ROOFING MATERIALS —DRUG STORE ROOFING MFG,......... MFG. SPEC. NO..,.,,.. INSUL. MFG.....,..... INSUL. THICKNESS..... ROOFING GUARANTEE.... NO. OF PLUG'TEST ..... MTL CNTR, FLASH....., NOTE: 1. NO ROOFING SUBSTITUTIONS W/O PRIOR APPROVAL IN WRITING BY ARCHITECT (:jEt\1L-.:Rf-)L RU01" ILAN NOTES I DO k101 (SCALE' F'WC)F f"J.-Al-, I. 15. USE DIMENSIONS f"-'Fffl11 FLOOR FLANS OR C .1 ER ["LANE) A 1,3 () F:T� L I �,() 0 L E . TI I] L U C ()'f 10 1\1 Of:' [�(-Xjf: SSORIE-S AND IIATERIAL EDY F"%'OOF LEGEND (CURL�, S I'( cl:%S, E I C", . ) A R, IE:, S EJ- I E M A * I' I C I N I -AA] URE. 17X()C'*IL0001*1ONS SFIALL IDE" 013 DE'IEI-�AYIIDIED D'-( 01*11ER INFOR11ATioN L.1-1,3'EW1,1ERE 011 DRAWINGS. .F (.*)i\l'( hCCESO SRY FROM ROOF 0 1�111 SS 10 1,1 C .) SlIALL i,,.ic)-r' RELEIVE CONTRACTOR F -UR SUCH iT-EMS . ECKERD EXTERIOR ELEVATIONS & ROOF PLAN PROJECT NO.. DATE: iz - 11-9A ,sHT. A E 4. BILCO TYPE "S" LADDERUP SAFETY POST (SHOWN IN RAISED POSITION). ATTACH TO RUNGS OF FIXED LADDER. BILCO TYPE "S' 30'x36' ROOF HATCH W/INSULATED CURBS & COVER. GRAVEL STOP I -- II P.T. BLOCKING t�� } AS REQD. I BOND BEAM 1. is-.-----CONC. BLK. WALL Q i I �i ATTACH ROOF HATCH ,FOR HURRICANE Q i FLANGE TO WOOD _ = CONC. BLK. CELL W/ 0? I BLOCKING W/ Q x 3' EXP. ANCHOR. LAG BOLTS ATTACH TO. WOOD BLOCKING �I II wt I K W/�"OxP LAG BOLT. II LAM. ON 3/4' PLYWD. 2'-6" x 3'-0" ci a /acl.l W/�"x2" FILLET WELD CURB, SEE P.T.-BLOCKING TOP & BOTTOM. DETAIL 'STUCCO FINISHG+. 12" CONC. BLK. I 171 I In O Q. MGR'S OFFICE 8 ANGLE FRAME AROUND OPNG. SEE STRUCT. 7 u �2x4'a j ATTACH BLKG, TO q T-cy,Ae5 ANGLE FRAME W/ �5 ' COUNTERSUNK BOLTS H � BURGULAR BARS, SEE DETAIL I STL. LADDER, SEE DETAIL SECTION i j 1 ill - it- at r, A� � j ,j r G o• __�- -- i l i v. i I � SIYE BARS. W/4" BEND 4 BILCO TYPE "S" LADDERUP SAFETY POST (SHOWN IN RAISED POSITION). ATTACH TO RUNGS OF FIXED LADDER. BILCO TYPE "S' 30'x36' ROOF HATCH W/INSULATED CURBS & COVER. GRAVEL STOP I -- II P.T. BLOCKING t�� } AS REQD. I BOND BEAM 1. is-.-----CONC. BLK. WALL Q ,," W STL. BARS @ 6" U.C. MAX. WELDED TO ANGLE FRAME & WELDED @ ALL INTERSECTIONS ^^8 1a"X1h"xh" STL. ANGLE FRAME STL. PL. W/STL. ANGLE, SEE DETAIL PLAN 1rr0 1r -Orr 7003A RI " Q STL. B, STL. PL - 3"x3"x4" STI 3" LONG W/3, FOR PADLOCK 2�"x2�"x�" STL. ANGLES NESTED TOGETHER 1! "xl'✓z"x'h" STL. ANGLE 3" LONG W/3/4" HOLE FOR PADLOCK. �-- PADLOCK DETAIL 7 0n 7oo3e> RI AES 1'h"x1'h"x'h". STL, ANGLE FRAME-- 2 i"x2'1"xh" STL. ANGLES / NESTED TOGETHER & WELDED �. AGS V " @ STL. BARS 1- --3/4" W HOLE FOR PADLOCK SECTION 11/2 d = 1 Oil AE >� F BOND f5)115. STOP ��1 -�--�--- -- i SEE DET. 15/AE3 8�"x4",x4' WIDE 3/8" BENT STL. PL. WALL BRACKETS @ 6"-0" O.C. MAX, ATTACH TO FILLED ,FOR HURRICANE Q i ' _ = CONC. BLK. CELL W/ 0? I Q x 3' EXP. ANCHOR. SHUTTERS • II ATTACH TO. WOOD BLOCKING �I II wt I 'CHANNEL I� i' Ii W/�"OxP LAG BOLT. II LAM. ON 3/4' PLYWD. WELD BRACKET T'0 LADDER. ci a W/�"x2" FILLET WELD P.T.-BLOCKING TOP & BOTTOM. AS READ, ,," W STL. BARS @ 6" U.C. MAX. WELDED TO ANGLE FRAME & WELDED @ ALL INTERSECTIONS ^^8 1a"X1h"xh" STL. ANGLE FRAME STL. PL. W/STL. ANGLE, SEE DETAIL PLAN 1rr0 1r -Orr 7003A RI " Q STL. B, STL. PL - 3"x3"x4" STI 3" LONG W/3, FOR PADLOCK 2�"x2�"x�" STL. ANGLES NESTED TOGETHER 1! "xl'✓z"x'h" STL. ANGLE 3" LONG W/3/4" HOLE FOR PADLOCK. �-- PADLOCK DETAIL 7 0n 7oo3e> RI AES 1'h"x1'h"x'h". STL, ANGLE FRAME-- 2 i"x2'1"xh" STL. ANGLES / NESTED TOGETHER & WELDED �. AGS V " @ STL. BARS 1- --3/4" W HOLE FOR PADLOCK SECTION 11/2 d = 1 Oil AE >� F BOND f5)115. STOP ��1 -�--�--- -- # SEE DET. 15/AE3 8�"x4",x4' WIDE 3/8" BENT STL. PL. WALL BRACKETS @ 6"-0" O.C. MAX, ATTACH TO FILLED ,FOR HURRICANE Q i ' _ = CONC. BLK. CELL W/ 0? I Q x 3' EXP. ANCHOR. SHUTTERS • II ATTACH TO. WOOD BLOCKING �I II wt I 'CHANNEL I� i' Ii W/�"OxP LAG BOLT. II LAM. ON 3/4' PLYWD. WELD BRACKET T'0 LADDER. ci a W/�"x2" FILLET WELD P.T.-BLOCKING TOP & BOTTOM. AS READ, 'STUCCO FINISHG+. 12" CONC. BLK. I 171 I In 3/4' INSUL,. @. I MGR'S OFFICE 8 ONLY STL. ' RUNGS 18" LONG u �2x4'a FULL SHOP WELDED TO q T-cy,Ae5 SIDE BAR, ' H � o• __�- -- - 3" WIDE 3/8" STL. PLATE Z. SIYE BARS. W/4" BEND 4 @ BOTTOM. ` , 6' E-11 E • - - x 3" EXP, ANCHOR i INTO CONC. SLAB. i -- Ix L; SECTION 1 I/L,r. ® 1r_ O„ X70 A� 5 ALUM. STOREFRONT SEE DET. 15/AE3 STL. COLUMN' ' ,FOR HURRICANE SEE STRUCTURE SHUTTERS' !I 1'-4"• 3/4' PLYWD. SHUTTERS • II SEALANT �I II 1'x2'ANOD. ALUM. SILL, 'CHANNEL I� i' Ii WILSON ART.#D41-6 TP. II LAM. ON 3/4' PLYWD. SEALANT _ P.T.-BLOCKING AS READ, 'STUCCO FINISHG+. 12" CONC. BLK. I 171 I In 3/4' INSUL,. @. I MGR'S OFFICE 8 ONLY I 1/2" GYP. BD. �2x4'a @ 16' O.C. SECTION',1r,= T-cy,Ae5 n FRONT WALL SECTION /2 �I C- o" STORAGE WALL SECTIO 1/'L" = tr-OSI 2- E 5 - E5 REAR WALL SECTION /?-u^ I1 -0 i ,3. AF5 Z m SIDE WALL SECTION T "..✓ 'REVISIONS TN FL IN ECKERD WALL SECTIONS- DATE: ECTIONS- DATE: n,- e- R4 sHT. A E 5 r. I I ROOF PLAN 1,60' -l' -o° AI 6, 117F 1-1�, J_ P5 6" ps 12� V5 R00FING MATER TAL-G I-C]CAL ROOFING MFG., , ....... XNES CQRN[NQ MFG. SPEC. NO ........ 43 -TS INSUL. MFG ........... OWENS CORNING INSUL, THICKNESS ..... 2 1/4" SINGLE LAYER FIBERGLASS ROOFING GUARANTEE.... 10 YEARS FROM OWENS CORNING 2 YEARS FROM CONTRACTOR NO, OF PLUG TEST..... FOUR (4) IQ BE PATCHED BY ROOFING CONTRACTOR MTL CNTR. FLASH...... 26 GA. GAILY, HTL. PAINTED NOTE! 1, NO ROOFING SUBSTITUTIONS W/O PRIOR APPROVAL IN WRITING BY ARCHITECT 11-011 kl(j 1,— ..... .... .... . . . .. .... ... ..... ..... .. ............ 0U 1101 D 3T 1.- 0 c I (.:)III 01: R001 F -"El\lf) (CUI I. 1',I I I Vi I LJ I D.DIJIETI� DR0iW11100. 01�:' f4d',' �'(�CE`)SDR'Y F'RDI-I 1*-i00F:* 01 z I V1-- C01\1 I' R (-) C', 1, 0 R f 1 0 1, 1 1 cjl\,l S1 0 11-1 1',1/ F-Ul-' iU1 l I 1] ­Eh 11'3. REVISIONS '� Q Z 66 Z , (3o Z r• Lu ZO , (n 04 Q) 0 1 Z (y) 00 cc < l`% I 0"I'E z R001:- I -E -ii) 'N T H 1 pi) 1-;I Ohl 13 1--1 F [—l" A . ............ . ..... 'J* DETAIL SYMBOL YMBOL DESCRIF'TION PRF I ROOF- 1. A A PRF 2 2 B PEJ F:'(,*il�,,'F-il":'I::"I" F*,,'CGF' EXF:'F-&I'-3101\1 c RE R00E-' 1---XF'0jl`%IF310kI J01r\l'I*' D GEJ J011**I'I- 6 vs L RD 0 F-� D 0 F` DR, 1'. IN I DS 1'. 0t,)I',I I:ID` I c )U " I H GUT G1'.)"1" SC S3U., IJ II I" F:: 1-'%' F'P D F:1 11"CIT-1 m mc RL [::-.'0 0 F::' I.. -'l 1) 0 E F:1' R H F�CDCJF: I 1 (11 T C, I I GS GRAVE:L SCOP Q c c*j I:::- '1. 1, 1 C -.`i p =Fa I =-c ELEC' . WEATHERHEAD R R00FING MATER TAL-G I-C]CAL ROOFING MFG., , ....... XNES CQRN[NQ MFG. SPEC. NO ........ 43 -TS INSUL. MFG ........... OWENS CORNING INSUL, THICKNESS ..... 2 1/4" SINGLE LAYER FIBERGLASS ROOFING GUARANTEE.... 10 YEARS FROM OWENS CORNING 2 YEARS FROM CONTRACTOR NO, OF PLUG TEST..... FOUR (4) IQ BE PATCHED BY ROOFING CONTRACTOR MTL CNTR. FLASH...... 26 GA. GAILY, HTL. PAINTED NOTE! 1, NO ROOFING SUBSTITUTIONS W/O PRIOR APPROVAL IN WRITING BY ARCHITECT 11-011 kl(j 1,— ..... .... .... . . . .. .... ... ..... ..... .. ............ 0U 1101 D 3T 1.- 0 c I (.:)III 01: R001 F -"El\lf) (CUI I. 1',I I I Vi I LJ I D.DIJIETI� DR0iW11100. 01�:' f4d',' �'(�CE`)SDR'Y F'RDI-I 1*-i00F:* 01 z I V1-- C01\1 I' R (-) C', 1, 0 R f 1 0 1, 1 1 cjl\,l S1 0 11-1 1',1/ F-Ul-' iU1 l I 1] ­Eh 11'3. REVISIONS '� Q Z 66 Z , (3o Z r• Lu ZO , (n 04 Q) 0 1 Z (y) 00 cc < DATE: SHT. A I ROOF PLAN 'J* PROJECT NO. 1041 -A A DATE: SHT. A I SEE COP LNG DETL EER, BLK, COPING,. ETC WALL PER ARCH PLAN it SEE COP LNG DETL EER, BLK, COPING,. ETC WALL PER ARCH PLAN TERMI.NATE_ ROOF ELASHING • UNDER C11PLNG BY' NAILING OFF AT B LK WALL PER ARCH PLAN CANT .090"ALUM CLAMP BAR #t TYPE TOOLED SEALANT Jj 6ONTIH LOU,: UK(:, G MOKM f-XrAo D -0 - f L.141;lp HAIL0 �5" 0-c— 1t4P ATTACH BAR of 16" 11,C. MAX CUNT 090'ALUM CLAMP BAR 'kRPAPET WALL. P t: W`1 #t TYPE TOOLED SEALANT JT ATTACH BAR @ LG' O.C. MAX I/ CONT EXP JT COVER W METAL FLANGES ATTACHED TO WALL AND t, ROOF FLASHING MAX P-'-- 0' HIGH ROOF FLASHING MAX 2'- 04 HIGH 2x10. TREATED WD BLK @ �" D.C. TREATED WOOD BLK ROOF FLASH OVER NOM ATTACHED TO DECK 4' ON PARAPET -- EXTEND OUT OVER ROOF M AS PER MFG ON. PARAPET - EXTEND OUT OVER ROOFING A�� PER MFG HLGH FIBER CANT @ 32, AND TERMINATE UP UNDER / AND EXP JT FLANGE CURRENT WRITTEN. INSTRUCTLEINS CURRENT WRITTEN INSTRUCTIONS 4' NOR HT. FIBER CANT CUNT FOR ROOFING TYPE USE -0 FOR ROOFING TYPE USED X < Z: MEMBRANE NAILED TQ F>7 4' NOM HT, FIBER CANT CONT 4' NOM HT, FIBER CANT CONT TREATED WOOD EDGE BLK CUNT �j :g j�r /RQQF (u ATTACH TO ROOF DECK @ 324 Q,C. L ROOF ROOF MEMBRANE NAILED TO ROOF MEMBRANE NAILED TO TREATED TREATED WOOD EDGE BLK CUNT ATI ATTACH BLK TO ROOF DECK @ 32' O.C. /TREATED WOOD EDGE BLK CONT ATTACH TO ROOF DECK @ 32' O.C. ROOF INSUL AS NOTED FILL VOID W,,' BATT OVER ROOF DECK INSUL USING ROOF FELT AS RETAINER k L ROOF INSULATION AS NOTED ROOF DECK W/ EXP GAP @ WALL ROOF INSULATION AS NOTED ROOF INSULATION AS NOTED FILL VOID W/ BATT INSUL USING ROOF DECK ROOF DECK DRAPED ROOF FELT AS RETAINER PARAPET ROOF FLASHING91 PARAPET ROOF- FLASHING•2 PARAPET ROOF EXP JT.- ROOF --TO ROOF- EXP JT rD 41J RO11F.fLASH. OVER GRAVEL STOP . AS PER ROOF MFG SPEC -ef!_T- -Fop Or �00 D VW FOR ROOF TYPE USED NOTE GUT ER 2Z U4 13AL,.\/' CAP 1�)F IH--LAL. rO At -L-00 APE-C�UATE- F LASRMG NEIJ 11VER CUT I E -R. EXP JT ROOF InSUL AS NOT U SHOWN F ELR W GA, GALV• E LASHIM WBRANE FLASFL ATOP GUTTER SEE ROOF EDGE DE, TL� CtAR IT Y, N ANCHOR TO MASONRY @ 48' EC, EOR 1ATERLACE, W`1 ROOFING �t= M,, SIZ_(� L 1/2' WLDE, 16' GA td BE 4'x4' V.N.0, W1 3/8" DIA A,B, AND MA i -t INSUL HEIGHT rAOT & REF ER, I EL RTIOE' P L_Arj VER GUTTER EXP JL LOCAT`1ONS AND DGMSEIWT L_DCATjQNS 61 ZD GUT I ER FAiki ­-uTTr-K aPLL\P STRAP AN MEIR MIN, a PER M, WAL-L P 2Z CiP, 9A.LV DS�, ARCFt LAN. ��FF ROOF PLAN W1 TREATED WD BLK TYP EXCEPT AS NOTED ARCH CA GALV GRAVEL STOP 4 TO. FLASH. OUT OVER GUTTER 2Z GA, G`ALV' GUTTERL/2' WD GU T T ER EXP JT AS NAIL TEL TREATED WOOD BLK FASTEN, Ta REEF BLK @ 164 ELD. MAX W`1 L11C4T ED W _ RaEIF PLAN I I 3/8" UP A-NCF[DR WALL PER ARCH. PLAN ►FOR SEE GUTTER DETAILS GUTTER DiMS�, ETC To Pot,4H,�'Pa LIT- 14 \_�ALL PER ARCH ISOMETRIC GUTTER AND FLASHING GUTTER EXP JT'rG� DWNSPOUT, ROOF- !GUTTER EDGE \611 11/ 4 :V 4/ ti IOP WELL NAIL MASONRY 12' NOM HEIGHT 14 CA GALV MECK CURB EINE PIECE LEAD FLASHING AS REQ' D CAP, PROVIDE SLOT - WALL PER ARZf) WALL BY MECH , CONT R SET LIVER PIPE AND LAP 6' OUT 0\/E.R. R110F MEMBRAN� AVER CONDUIT ROOD .ELAS OVER NOM RECK MT NOT SHOWN 4" HIGH. FIBER CANT SEALANT-- 2 MIN. TOOLED JT TYPE, 01 SEALANT PAINT PARAPET 0 WALL ABOVE CLAMP w AND TERMINATE UP UNDER PITCH PAN FILLED TO TOP CURB FLANGE P -x2 TREATED WD NAILER AND RIGID INSULATION UNDER TREATED WOOD BI K CURB FLANGE Rlia FLASHING PER PER R110F MFG LNS�RUCT YP. 2Z CA, GALV. BY ROOFER W/POURABLE SEALER STEEL "CELO I" BY CELOTEX PL. STI. W/SHT. MTI. SCREWS ANCHOR CAP T�. WALL @ L2_1 0. CLAMP BAR ATTACHED TU_ DEC BY ROOF CEINTR R E�l RE10F LN.3UL A-�� f\t[ITEJ) FLANGE OVER 4 @ 3 P_' 0, C. BATT INSUL INSIDE CURB BEFORE FINAL (IV OVER METAL DECK OD kOF'G II LAP HOOFING V, FELTS OVER,.FLANGE 2Z CA GALV Siil MT L RADII REIDD sm�l SEALANT • MECH fNSTALLATION F 77 ID 11 CUT AWAY ROOF DECK ONLY AS REUD FOR L e�— z----\ R110F MEMBRANE H4iFl i7- I A J. I L Mii' Will, I (::3 ENT END 64 PAST mAtcWy UP N(3 EA Et1W ROOF FLASHING pq CANT PENETRATION SEAM EDGE BEITT.EIM 0 STRIP ROOF INSUL A,3 NOTED CURB SUPPORT PER 3EI LEAD FLASH VE -N I PIPE PER PLUMBING PARCA-- ROOF DECK :> OVER ROOF DECK STRUCTURAL Lj\( FULL BED RA_3TL�'.' INSULATION I — STRUC.SUPPORT lTlwu-4 'w/--,nFr- MAY VARY MPSTFC ATTACH. EA END TOP, EIF a T 11 WALL DPN(:� cA_c2-,_E_ 1F A• ff�,tc) ROOFING PER 'P PLATE ':�41f-f-_F KFL. COPING ISOMETRIC (WARAPET STEP MECHROOF CURB VENT PIPE FLASHING PITCH POCKET RAIN H[JE1D RTS. \A b 401.1 'POP OF GUTTER BE AM 12" 12" 2X12- 1REATU W Nam WALL -1 ANCHOR TO MASONRY Q 4W U.C. W1 3/91 DIA A.D. AND P"317 FLASH OVER GRAVEL S'ILIP ELEC. W'HEAD COL. C. L. BOTTOM OF GUTTEP BLK Wt 1x2 REAT ED SHIM WIDTH BETWEEti FCR StaP� I MATCH INSUL- HEIGHT AS' PER ROOF MFG SPEC:TREATED WD ULK T Yp FOR R[ff TYPE USED W1, TNOT" EXCEPT A 3" CLR. EA. SIDE —BEAM SHOP FABRICATED SHOP FABRICATED CORNERS AND TEES CORNERS AND TEES - ZZ 9" 1hSL)1__ A-3 hLIT @ COPING @ COPING 2B GA G)6LV mpim FABRICATE- NOM LV LENMHE_S� M GA GALV GRAVEL STup 7-1- NAIL TLI CREATED wWo sLK' TOM V - LAP STS- V 7 VARIES zo CAULK SEAMS' Wl" SEALAtiT #1 FIELD PAINTED PAINT 6 GS1XDF_GV C!�S� Cl]tij WE ARCH GRIP GALV. 22 GA. STL. CAP WITHWELDED SEAMS SLOPE GUTTER SL OPE GUTTER ILI, + SFX- FLASRM DETL FEr TERMI11ATIEN. OF ROOF F4 LAS 1/24 DIA A.B. INTEL CfINC WALL PER ARCH TO FIT AROUND 3" COL. - .10 GRAVEL STOP ROOF WATER DIVERSION FILi-ED BLK @ 32' [1C, o CANT,, SLOPE AWAY FROM x PARAPET WALL CENTER HIGH POINT ELEVATION 0 C4 < . E-4 �D o T I .... 11 ...... PLAN L PARAPET COPING GRAVEL STOP ELEC, WHEAD G CANOPY COL. FLASHING COPING CORNERS T EES (_rrT.A v /V \4 Z v \410 REVISIONS J40 V � . �I. Q W �, 66 Z � (3 Lu ZO (nN z (y) u co Ir < 4. ROOF DETAILS PROJECT NO, 1041 ®AYE :IZ-12-84 SHT. 'A REVISIONS 1 ® Q _ _Z« 9 66 W Z Z ' Q r i j LYV_ LO s"`•. V 0 04 Z� C7 LL Y z < Y a WALL i DETAILS` S'T'RUCTURAL DECK P4/A"2 STRUCT, DECK------- 4" sTliucT DECK • STRUCT.DECK -�. _- � I- RUN STUDS TO UNDERSIDE - t t -HULU GYP. BD, OFF DECK OF DECK AT P3A ONLY I I HORIZONTAL - -- — SOLID WD. BLK. 1 3/8"X3 5 /8" STEEL CLG. FILL DECK VOIDS HOLD GYP Bp. @ DECK 1 3/8° x 3 5/8" STL. CEILING RUNNER _ CONT. SEAL OFF RUNNER ATTACHED W/FASTENERS T[GHTLY P2 RATED MT'L. VOID FROM ROOM' @ 24"0.C• WITH NON- CONTINOUS STEEL - STUD WALL ATMOSPHERE COMBUSTIBLE FURRING CHANNELS 3 5/9" 20 GA. STL. STUD .24" O•C. BATT " PLUMB THIS ONE HOUR STEEL STUD CONSTRUCTION INSULATION INSULATION I CAVITY I I! y2 �Y(' �P GA ri O, S.U. RATED 4T-3362. PROVIDE -CEILING ONE HOUR STEEL STUD CONSTRUCTION SIMILAR OPP. GYP RD. 1"x2" WD. FURRING SINGLE LAYERS 1/2 GYPSUM BOARD ' ATTACH BOTTOM TO O.S.U. RATED tT-3362. PROVIDE SIDE I FIRECODE 'C' 3 5/8' STEEL STUDS RUNNER TO BOTTOM 3 5/8" 20 GA. STL. STUDS A'1' 24" O.C. SINGLE LAYERS 1/2' GYPSUM BOARD I t" CLEAR BETWEEN @ 24" O.C. ATTACH 1/2" GYP. BOARD " " 24 Q.C.-3 BATT WALL INSULATION OF JOIST i' FIRECODE 'C' 3 5/B' STEEL STUDS I I WALLS TO STRUCT WALL @ IN CAVITIES, STAPLED TO ONE GYPSUM INSULATION 24' Q.C.-3' BATT WALL INSULATION I -- 2x4 WOOD STUDS 1211 O.C. VERT . I 3/8X 3 5/8"STEEL FLR BOARD SURFACE -BOARD PARALLEL, INSTALL cYP Ba. a IN CAVITIES, STAPLED TO ONE GYPSUM RUNNER ATTACHED W/FASTNERS JOINTS ON OPPOSITE SIDES OFFSET 24', ONLY AFTER ROOF 1/2" GYP. BD. EACH SIDE BOARD SURFACE -BOARD PARALLEL @ 24"O.C, ATTACHED WITH I' TYPE BBCREWS 12' DEAD LOAD APPLIED. 4 j� JOINTS ON OPPOSITE SIDES OFFSET 24', TREATED WOOD FACE OF STRUCT. O. C,, AT JOINTS AND RUNNERS, 12' D.C. ATTACHED WITH 1" TYPE BBCREWG 12" �•'�. HOLD GYP BD OFF FLR INFIELD -JOINTS FINISHED, METAL STUDS .• D.C., AT JOINTS AND RUNNERS, 12' D.C. PLATE WALL SURFACE / NOTE; WHEN STL. STUD I5 10'-0' OR STUD RUNNER IN FIELD -JOINTS FINISHED. F`LooR LESS IN UNSUPPORTED LENGTH USE 25 GA. NOTE; WHEN STL. STUD IS 10'-0' OR BETWEEN FURRING F•Looa— HOLD GYP Bp. CLEAR LESS 1N UNSUPPORTED LENGTH USE 25 6A• FILL VOID W/ SECTION I _--I s/s" x s �/II° STL. FLR. RUNNER ATTACHED W/FASTENERS RIGID WALL 'INSUL, _ AT 24" O.C. N.T.S.' SOLID WD; BLK, CONT. HOLD GYP. BO. OFF FLOOR JOINTS ON OPPOSITE SIDES EW SPUDS 'C'0 BE OFFSET •24". ATTACH WITH i" `TYPE S SCREWS 12" U.C,, AT JOINTS SECTION1`0�2 SECTION rp3 ��A SECTION�� SECTION rP5 AND RUNNERS. N.T. S. qo►z z� �/ q055 N. T. S. rw-I� A 2 A 2 N. T. S. qo ±�,� J2 COL. C.L. AS WALL FIN. MAY VARY - SEE. FIN. SCHEb. COL. C.L. AS WALL FIN. MAY VARY - SEE FIN. SCHED. SHOWN ON PLAN SHOWN ON PLAN -- --- ---MASONRY WALL FRAME WALL TO PROVIDE MIN. 1/2" FRAME WALL TO PROVIDE MIN. 1/2" COL. SIZE, SHAPE CLR. AROUND COL. COL. SIZE, SHAPE CLR. AROUND COL. FURRING STRIPS AS PER STRUCT. DWG. • AS PER STRUCT. DWG. BA'1"1' SEPARATION WALL INSUL. GYP. BD. AND FURRING I TY P. U.N. ' -1/2 GYP. BD. FIN. NOTE f f SECURE STUD _ — } \ - - f -4 - - AU ' WALL TO MASONRY \�\WALL / ;- -- I'r _ .. ---- - Y FIRECODE GYP. BD. ON INTERIOR STUD • ' ', �' � WALL. SEE (UPN1tUT)OTYP. DET. i'"' BOTH SIDES . READ JOINT & CAULK Lr -r IrISU.LAT IDN 6,ANKK-( rgK4)L-I•�! OF WALL PLAN 6PLANr7- PLAN � PLAN rq__� _ 3" f)" 9030 �w A 2 a 3" b" A N qa�I � W .T.•S.KAv NT. S. ,y A 2 J -BEAD EDGE J -BEAD EDGE AND CAULK JOINT AND CAULK JOINT RIGID INSUL. RIGID INSUL. AND 1/2" GYP, BO. AND 1/2" GYP..BD: ' SACK UP MASONRY STEEL COL. BACK UP MASONRY AT VENEER PANELS. PER FRAMING PLAN 'AT VENEER PANELS,. RIGID INSUL. % AND 1/2" GYP. BO. SEE BUILDING ELEV. FOR PANEL LOCATION SEE BUILDING ELEV: FOR PANEL LOCATION FFAINT COL„ TO WOOD BLOCKING MATCH STOREFRONT BACK UP MASONRY COL. C.L. AT VENEER PANELS. STEEL COL. INSULATE VOID J -BEA SEE BUILDING ELEV. J -BEAD EDGE AND CAULK JOINT FOR PANEL LOCATION PER FRAMING PLAN SPLIT FACE BLOCK COL. C.L.- COL. C. L, \\/4 AS NOTED ON PLAN ALUM, TO MATCH STOREFRONT SPLIT FACE CAULK BLOCK STOREFRONT SPLIT FACE STOREFRONT 2' NOTCH BLOCK BLOCK SHIM AND CAULK — CAULK— 2" NOTCH BLOCK AS REQUIRED AT COL. AS REQUIRED AT COL. SHIM AND CAULK STOREFRON SHIM AND CAULK N I I PLAN rl PLA I3 .>�PLAN I4�EvJ1 ®„ 1,�. �. .. �� ��,� A 2 1„ � 1._-0,. ,,, � � ®„6.3A 2 8° —_� COL. C.L. - STORE FRONT CAULK JOINT GYP BD ON TREATED WD COL. FURRING -----------.-- C.L. CAULK JOINT SPLIT PACE TO MATCH STOREFRON'P CASING BEAD AND CAULK AT GYP BD INTERSECTION —GYP BD ON TREA'T'ED WD PURRING. � —CN'1' STOItBCAP BLOCK ---� 1 x FIN. WOOD SILL G„ FLASHING GLASS AND ALUM, STOREFRor'!� CAP. ' SPLIT FACE BLK. 8" NOM. WIDE .� CASING BEAD A'T' - GYP Bp. EDGE /" n 1 METAL STUD FRAMING ALIGN WITH GYP BD ABOVE"' ^ ,'' CASING BEAD AND CAULK AT GYP BD. INTERSECTION LOCK GLAss SPLIT LFACE / i // / (V j SPLIT FACE .090" CONT, 0 STOREFRONT JOINT REINF. @ , � 1G" O.C. �•' AT BEAM J METAL STUD FRAMING WITH GYP BOARD / CUNC. BLOCK TO yi. BELOW RAMP SURFACE W/ CONT. CAULK r�,l�!,r1, REINF, FLR, SLAP � ' �� RZIN —GID INavL. � . . CASING BEAD AND CAULK AT h r , CONC, ON V,I3. AND CRUSHED STONE TURN DN. FIN. FLR, a z i� ,. EW -i O vi Q r., W/ GYP. BD & FURRING STL. CO /� �•'�� x '',`� ";/? ,,, T GYP BD - - 0 ��� ;}, - ALIGN W/GYY_BD ABOVE @ BEAM— -- _ II RAMP AT SIDEWALK ,y �. CONC. FLOOR W/FLR." FIN. PER SCHEDULE / a0,� i ` k/ - ++ m�R , — J IL FLR. EL. p per' ' 9 n i J 1/2 FXP, MAT L. CONT. @ EXTRA z' Y .� �` II SPLIT FACE BLK I �CAUIrIC & J/8-"-�-+ BACKUP-------- JT. 'T'O COVER �� 3/8° 8" SPLIT FACE CONC, BLK TOf' i I - -- I TOF SEE SLAB EE FOUNDATION PLAN ^. • .�7 � ,, c' CONC. FTG. PER SCHEDULE AT MASONARY MAJOR TENANT -LOCAL SHOP JT. SHIM AT STOREFRONT -- � ��„ STL. COL, PER FRAMING PLAN MAJOR TENANT WALL LOCAL SHOP ``CAULK AND BACKUP AT MASONRY JOINT ----_ -� --�Q -- ---- , �2'-O' UNO FOUND. PLAN -- TYPICAL 10'-0' RAMP SECTIONIrl� i L�1►N 18 - LAN619 ELEVATION('72O ,; 8c�✓ A 2 6oq� ew ,A/ AJ2 N.T. S. 8to2ew A 1, Q,. .3/4„ ; 1,® 011 REVISIONS 1 ® Q _ _Z« 9 66 W Z Z ' Q r i j LYV_ LO s"`•. V 0 04 Z� C7 LL Y z < Y a WALL i DETAILS` _. �. ate...+ • .v a. a.r ,. � f s-3/g� W '� �3 F 4 • 6 1 1. .._ � wNffER.-350 KQ ,. R DOOR IV DOORvoa r _. �. ate...+ • .v a. a.r ,. � f s-3/g� W '� �3 F 4 • 6 1 1. .._ � wNffER.-350 KQ ,. R DOOR IV DOORvoa 3x3xl/4 W/CONC. " DOOR 7 NATIONAL GAURD �� NATIONAL r, ANCHOR 24" O.C. MAX. n 3/` 11 THICK' #336 ALUM. GUAftD" F3FJVEL I s�oc i/�/roo7 _ ;v•.. a Door —� WEATI-IERSTRTP i�'g�5 AI:IUM. , EDGE OR EQUAL. CAH PET OR . ; ��.____ o •.. ______.%/ Oil TILLI� k31-.4GK F�.TUP.e- ,I KAWNEER" 1/2" -.t3TEP- TILE — I`.' :. �• TILF; _. �. ate...+ • .v a. a.r ,. � f s-3/g� W '� �3 F 4 • 6 1 1. .._ � wNffER.-350 KQ ,. R NOTES; 1.. GROUTED LINTEL (TROUGH) BLOCKS SHALL EXTEND B" RYPND FACE OF OPENINGS EACH SIDE. 2.. OPENINGS SHALL HAVE THE FIRST VERTICAL CELL EACH SIDE FILLED' WITH GROUT UP TO THE LINTEL BEARING LEVEL. , ,PRECAST CONCRETE LINTELS OF THE SAME'SIZE AND LENGTH MAY BE SUBSTITUTED EXCEPT JOAT TOP BARS SHALL BE PROVIDED EQUAg, TO SCHEDULED BOTTOM BARS, 4. TH -,FIRST TWO VERTICAL CELLS ON EACH SIq U,�:OPENINGS SHALL BE FI LED WITH GROUT UP'TO THE LINTEL„QEARIN6 LEVEL GROUTED LINTEL (TROUGH) BLOCKS SHALL'EXTEND 16° BEYOND FACE OF OPENING EACH SIDE. PATE:) .A 1 Z 12 bd SHT. A 3 of ' DOOR IV DOORvoa 3x3xl/4 W/CONC. " DOOR 7 NATIONAL GAURD �� NATIONAL r, ANCHOR 24" O.C. MAX. n 3/` 11 THICK' #336 ALUM. GUAftD" F3FJVEL I s�oc i/�/roo7 _ ;v•.. CUT MARBLE CARPET SILL Door —� WEATI-IERSTRTP i�'g�5 AI:IUM. , EDGE OR EQUAL. CAH PET OR . ; ��.____ o •.. ______.%/ Oil TILLI� k31-.4GK F�.TUP.e- ,I KAWNEER" 1/2" -.t3TEP- TILE — I`.' :. �• TILF; _ #69-139 DOWN = TILE Tl L -a T I T� T4�T TTT. NOTES; 1.. GROUTED LINTEL (TROUGH) BLOCKS SHALL EXTEND B" RYPND FACE OF OPENINGS EACH SIDE. 2.. OPENINGS SHALL HAVE THE FIRST VERTICAL CELL EACH SIDE FILLED' WITH GROUT UP TO THE LINTEL BEARING LEVEL. , ,PRECAST CONCRETE LINTELS OF THE SAME'SIZE AND LENGTH MAY BE SUBSTITUTED EXCEPT JOAT TOP BARS SHALL BE PROVIDED EQUAg, TO SCHEDULED BOTTOM BARS, 4. TH -,FIRST TWO VERTICAL CELLS ON EACH SIq U,�:OPENINGS SHALL BE FI LED WITH GROUT UP'TO THE LINTEL„QEARIN6 LEVEL GROUTED LINTEL (TROUGH) BLOCKS SHALL'EXTEND 16° BEYOND FACE OF OPENING EACH SIDE. PATE:) .A 1 Z 12 bd SHT. A 3 of ' ..S ECT ION TH U CONVEY R OR tr 7%At d REVISIONS STA /P ,- DET41LS , PROJECT NO.' 10411 DATE SHT. A-4 of C.L. OF CIIANNEL AND FACE SEE PLAN FOR•CLR. OPNG. ! 2" OF RISER - CHANNEL STRINGER 1/8" CLEAR FACE OF' WALL -_-- v CAULK JT AT WALL ------•-- AT FACE OF WALL SEE ARCH. PLAN CAULK JT AT WALL - w WWM REINF. CONC, MITER, WELD AT GRIND CHANNEL 2" STRINGER AT STAIR & LANDING I FACE OF RISER AND C.L. OF 1 CHANNEL BELOW FILL OVER 1/8" STL. PLATE "'- LANDING CHANNEL MC12 x 10.6 - CONC.,FILL WITH REINF. I CLOSURE PLATE AT S'LRINGER -- - EXTEND CHANNEL 4" INTO 6x6 1.4x1,4 WWM OVER -.. / TYP TOP & ENDS - - MASONRY WALL WHERE I- 1/8 STL PL. NOTCH STRINGER - �- AND PROVIDE APPLICABLE OTHERWISE --..J�r : r- - == _ RISERS BEYOND _ HOLD SUPPORT CHANNEL 1- ' C6 x 8.5 SUPPORT CHANNEL 1/8" CLEAR OF WALL \ _ _- CLOSURE PLATE `-�� / FOR FULL -� / = --TOC- BEARING ON 1, 1/2 x 1 1/2 x 3/16 -- __-__..._____..._...:__,............_., .-. :. CHANNEL CONC. FILL ON N l<,_ CONT. STL ANGLE WELD TO 2' WIDE x 2' DEEP � LANDING CHANNEL 3/16" FILL MASONRY CELL WITH FILLET 2" LONG 10" O.C. N - _ \.C6 x 8.5 STL. CHANNEL BOLTED STL. PLATE r CLOSURE NOTCH CONC UDNER SUPPORT CLIP TO CLIP ANGLE: WI`H 2-3/4" BOLTS �_ _ � PLATE ' AT STRINGER CHANNEL BRG. AS �' APPLICABLE NOTCH STRINGER AT- PROVIDE 2-3" ¢ STL. COL, WITH SUPPORTING CHANNEL 7 3/4" x 7 3/4" x 3/4" BRE'1' I ' . \ STRINGER BEYOND i -,.._.PLATES WITH 2 - 1/2 EXP. + j ANCHORS AT FLOOR & 1/4" x 2" --- -- /// FILLET WELD AT CHANNEL 4x4x3/8" STL. ANG. NOTE: COL'S MAY BE OMITTED WHERE 6" CHANNEL CAN TO SUPPORT FLR PAN BOLTED TO CHANNEL STRINGER WITH 3/4" Q BOLT BEAR ON MIN. 4" MASONRY SECTION � UNLESS NOTED OTHERWISE SECTION � C6 x 8.5 STL. CFIANNEL TO SUPPORT STRINGERS 3/4 A 4 " 1' 0" 11- 011 5c--cD7 5R ^ H NOTE: COL'S MAY BE OMITTED WHERE / .3/4" 6"CHANNEL CAN BEAR ON MIN. 4" MASONRY UNLESS NOTED OTHERWISE SECTION 3/4" = 1r—Orr Saog'�R 12" C.L. BEAM � FACE OF RISER "SPECTRA" SAFETY TREADS TYPE TAPER DN. STRINGER WITH WP4J AS MANUF. BY WOOSTER PRODUCTS INC. WWM REINF. \4 CLOSURE PL. � � FACE OF WALL CONC_ FILL OVER 1/8" STL . PLATE CAULK JT AT WALL r STAIR CHANNEL STRINGER \ ICONC FLR SCA /A ON STL DECK FFE \ ' •,. LANDING SEE RISER/TREAD DETAILS SOB TREAD CHANNEL MC12 x 10.6 2"� a 2" DEEP CONC. LANDING ELEV WITH HOLES / 3/8" TK. BEN PLATE WITH 1/4" 3" FILLET FILL FOR EXP. ANCHORS T x / WELD AT 12" O.C. STEEL CHANNEL STRINGER BEYOND STEEL BEAM PER \\14 1/2" ¢ x 5" LG EXP. ANCHORS AT 24" O.C.FINTOCON FRAMING PLAN NOTCH STRINGER AS- ) REQ'D AT BEAM SEE PLAN FOR BEAM G GA. STL. PAN SUPPORT / \ FILLED SUPPORT COL. OR MAS BRG., ETC. 0 / _ 1 1/2" x 1 1/2" x 3/16" BLOCK CELLC. BLOC. ANGLE WELDED TO PAN AND / STL. CHANNEL STRINGERS WITH 3/16" FILLET 2" LONG 3" O.C. AND END WELD SECTION r _ 3/4" _ T— O" 5b 11,R b, SECTION DETAIL 3/4`' T—O'. °� s� Aq A FACE OF WALL WWM REINF. CONC. FILL OVER 1/8" S'PL. PLATE CAULK JT AT WALL � LANDING DIM AS SHOWN FACE OF RISER A'1' FLOOR PLAN I•'ACF: OF' FIRST �-�--..�--- M - 2" LANDING CHANNEL r'—RISF;a - i MC12 x 10.6 � LANDING ELEVATION N .. ---r-: ._ p' + - _ r AM& f II �! z V CONVEYOR PIPE COL H z a a ��'1'C) ALIGN - SUPPORT CHANNELS A rS �,� z 4 17 TREADS @ 10" = 14'-2" POST -� P a 3 Q H CHANNELS I I a x a cn Q a BELOW �� W/STAIR RAILING . 1 1/2" x 1 1/2" x 3/16" '�---:CONC. CONC . STL ANG . I+ V) O ul x G _.__. I E p a �� t� LANDING �/ z F, A W - ' w 7 :3/4" x 7 3/4" x 3/4" � j UP PLATE FULL FILLET a — - - _ - -- - �i WELD POST A ^ `i WELD TO 310 BTL. COL. TO CHANNEL M (1'YCH FACE OF 4 „ FIRS `i' RISEW • I - I EQ. EQ. EQ. COL. SECTION— 2„_, . 6„ PLAN � 3/4” = lt— Orr H I 1!-�ooCZR q STAIR WIDTH AS SHOWN ECKE■ ■R D PLANri I ON FLOOR .PLAN { I r • N O.A.W. 0 PAIN'T'ED STEEL PIPE E GUARD RAIL 10 I� 17 1) 1, P�� e' STEEL CHANNEL _ -- - - - FIN. FL. MEZZ. - - - - '- PAINTED STEEL -- - W i PIPE HAND RAIL � '--GUARD. RAIL 1 1/2" O.U. PIPE RAIL, 1'YP. •, - n4 6R ANTY Not " f00 2' c UPKI�d tT �JSS �o a" uazagg-ol�r oR Fq`� w F. a A4 _—,MC 12x10.6 \ x.5'0• 00 .. w POWER FEEDER co SECTION K _ r77lrr- lr®Orr - 17 TREADS @ 10"=14'-2" FIN. FL. "*----,---STEEL ECKE R® SECTION �. BEAM, SEE STRUCT.' N. T. S. A4 ECKERD. • SECTION rM N T5 ..S ECT ION TH U CONVEY R OR tr 7%At d REVISIONS STA /P ,- DET41LS , PROJECT NO.' 10411 DATE SHT. A-4 of 308'0" o. A. � L� , 29�5 �DD �� 2DoL7 L.8 �. 9 �/o �/l �U3 'r G/¢ �/5 , „ L/6 •// /7) 67'' 9,*z l , it n� I- -- —-------- ----_.--------._----- - --- ---- -- ------_.__ -------_._.-------—._-------.---- --- — _ _------- - -------------- ----- — ------ --, cl a � I 7Y /? L. f JO rV T I S rYP. S I I gl I fYG. co�4NE,� FTG. COAVU ;'i I K I I REs/NFORGiN� R�/nIFoRGJ�Lh ( CD I rrP. I 'I I j I I,I K A I FOUNAAZ"/OA! iYP. N S I W4LL6TyP) SI it Kr✓Y JOINT (I I ryp �I MIT,co-, FTG. I I 1 I I I I I I I 0>' 0 0 o a o 0 0 0 0 0 0 0 0 �I KJ I I KJ I I KJ I I KJ I I KJ I I KJ I 1 K J ! KJ I I KJ I I K J I I KJ I I KJ J L__ J L__J L_ _J L_ _J L_� J L__J I._ L__J L_� J L__J L _J 9r A q I S 7"YP. T TrP S I I I YP. Sl I I I I GOL. FTG• c I,J /,06F AL INT. GbL . F I SioF_ Wall. II �/��,W�L� I I _ I . _ II iI I I i o 0 II I I i II i I � II I I II GA 5It I I 1 AAUaR rENgNr I i :51 Jolry T FTG . I � -t FiK DAJT W.4�t,�.. FTG• aPPoSIT hIANO I S ®Cvt.• U/VF �B C7yP, L_ - -r I- - r" _ j^ t r I 4- r j - -1 r r - -i ^ 1 I r I I is -- - — — 1 CaA1V Fr 00 j 00 Cot. Si fTb. CryR� TYP. D Fi4oNT w4Li. fic o S S l ®co/c, LIAZE "La" CrYP.2 r I r 1I IVAA1 D4WA/ /-r&. cj QL J s v L J L J j e; o) Zo,o„ /9/�„ Z=o M "d Zo,o'I - - '' Qz LOCAL SHOPS �13" FOUNDATION PLAN 1 Z 3/32" ■ 1'- 0" LOCAL, SH O r -r FOOT I NO L-MOMNO TOP OF FOOTING (T.O.F.) ELEVATIONS ARE REFERENCED TO HIGHEST FINISH FLOOR ELEVATION. INDICATES FTG. STEP SEE DETAIL. P/SI �L DENOTES FTG. TYPE AS PER FTS. SCHEDULE REFERENCED ITEM 14 COL BASF.; - SIDE WALL TYPE SIZE REINFORCING CUL BASE - FLR STEP PIER ABOVE I 24"x12"xGYJNT, 0 FLR SLAB -C. J. (°) �II I M �Z II III II 4-#5 BF CONT. o O, T LOCAL, SH O r -r FOOT I NO L-MOMNO TOP OF FOOTING (T.O.F.) ELEVATIONS ARE REFERENCED TO HIGHEST FINISH FLOOR ELEVATION. INDICATES FTG. STEP SEE DETAIL. P/SI �L DENOTES FTG. TYPE AS PER FTS. SCHEDULE REFERENCED ITEM FOOTING SCHEDULE COL BASF.; - SIDE WALL TYPE SIZE REINFORCING CUL BASE - FLR STEP PIER ABOVE I 24"x12"xGYJNT, 3-#4 BF CONT. FLR SLAB -C. J. IIS �II 4-#5 BF CUNT. M �Z II III II 4-#5 BF CONT. o O, T IV 24"x24"x12" II IIS FLR-POUND @ REAR DOOR V, 30"X30"X12" 4-115X2'-6" EW, r 1- L -y I- – – VI i — I 1 o J KJ L – – A KJ � Ia -PORCH PORCH STAIRS viz 48"x48"x12" II II VIII I I II c II II BF X - 84"x84"x12" I L__A BF_. LOCAL, SH O r -r FOOT I NO L-MOMNO TOP OF FOOTING (T.O.F.) ELEVATIONS ARE REFERENCED TO HIGHEST FINISH FLOOR ELEVATION. INDICATES FTG. STEP SEE DETAIL. P/SI �L DENOTES FTG. TYPE AS PER FTS. SCHEDULE DETAIL REFERENCE LEGEND REFERENCED ITEM FOOTING SCHEDULE COL BASF.; - SIDE WALL TYPE SIZE REINFORCING CUL BASE - FLR STEP PIER ABOVE I 24"x12"xGYJNT, 3-#4 BF CONT. FLR SLAB -C. J. II 30"x12"xCONT. 4-#5 BF CUNT. M III 36"x12"xCONT. 4-#5 BF CONT. FILLED CELL - PIER O, T IV 24"x24"x12" 3-#5xl'76" EW, BF FLR-POUND @ REAR DOOR V, 30"X30"X12" 4-115X2'-6" EW, BF S VI 36"x36'x12" 4-&5x2'-6" EW, BF -PORCH PORCH STAIRS viz 48"x48"x12" 6-#4x3'-6" EW, BF VIII 60'X60"X12" 7-#5x4'-6" EW, BF IX 72"X72"X12" 8=45:(5'-6" EW, BF X - 84"x84"x12" 9-#5x6"-6" EW, BF_. XI 96"x96"xl6" 10#6x7'=64- EW; BF DETAIL REFERENCE LEGEND REFERENCED ITEM DETAIL NUMBER COL BASF.; - SIDE WALL A, F COL BASE - IN`.PR COL B, G CUL BASE - FLR STEP C, H COL BASE - FRONT WALL D, I FLR SLAB -C. J. K, KA FLR SLAB - TURN DN. M FOUND WALL - FTG N FILLED CELL - PIER O, T FTG STEP P FTG CORNER Q FLR-POUND @ REAR DOOR R `.['A.LL PIER S MASONRY WAIL JOINT L FOUNDATION A2 -PORCH PORCH STAIRS B2 WAL-MART DEPT. STORE D C, — F r m KEY PLAN cn x a o ro yr ro DRUGS N :OUNDATION PLAN �W 0�4 3/32"■ 1�_ pa S�, f ``'��. f LOCAL A� FOUNDATION PLAN I REFERENCED ITEM DETAIL NUMBER COL BASE - SIDE WALL A, F XxxyI r of C, H II I I ICDH I I I II at I • •I KA � CD I M 41 N . FILLED CELL - PIER O;'T FTG STEP SI FTG CORNER a FLR-FOUND.@ REAR DOOR ni I I� S I L. 1� r .� Gr yP) I I x/11 r I v I 7 � 17 II 1 o I v �1 •1 r GOL . iTG @ I I I I ( I KJ I KJ KJ ., • �r I ' I , G F I I IH II II I r� H sl SI I II I , I II rrf0 1 KJ KJ 4L- a( KJo IKJKJ `I ;IkFr6 WA,L (ryP) Cy II II T - I I I - , r� � I I�RoNr V-41, 1, rr&• (T'1P) I � VII vaI '' a CANnP � p Y rYP Fri Sl sl M Sl � eT Po y rc� A/ vow / ..a Q , • �" Fri. cryo) �r zv�0�i �p^p' z¢ -G' Uq L.Zo GZ/ ZZ i LOCAL. SHOPS C • �'OUNDAT ION PLAN I• . 3/32 ■ 1 0 I REFERENCED ITEM DETAIL NUMBER COL BASE - SIDE WALL A, F XxxyI r "COL' 'BASE - FLR STEP C, H II I I ICDH I I PLR SLAB - C . I I I • •I " M M 41 N . FILLED CELL - PIER O;'T FTG STEP P FTG CORNER I� FLR-FOUND.@ REAR DOOR ni I I • S I L. 1� r .� •,L t�IC;TE C3TF.Ll�T��. BUILDING 'CODE DESIGN LIVE LOADS ROOF ------- ------ 'PSF FLOOR SLAB ON GRADE -= -- ------ P5F LZL L27 L.ZS L29 WIND ------- --- -- PSF MACH ROOM FLR 5 USP SLAB - ------ PSF L25 � - 61' 90 -0 ' 2D"p�� �°�°FOOTING ALLOWABLE SOIL PRESSURE - FOR CONTINUOUS 'FOOTING -_-- K5F FOR COLUMN FOOTING ---- KSF . i STRUCTURAL STEEL`�MATERIALS .w T STRUCTURAL STEEL ° ASTM A 36 STEE1 PIPE COLUMN - ASTM A501 `- WELDING RODS E70Xk ' 5TEEL TUBE COLUMN ASTM A500 -- — - - - CONNECTION BOLTS - ASTM A 325X L I I (TURN -OF -NUT TIGHTENED) s! $/ ' ALL PIPE COLUMNS TO BE STD, WT, U.N.O. I frG. SXR C*A4C c/D/A!T ALL TUBE COL, TD 1(4" WALL THICKNESS U,N.O, STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY FABRICATOR TO • -OF LARGEGT ATTACHED MEMBER U.N.O. SUPPORT I/2 .ALLOWABLE LOAD I � I DESIGN ERECTION FABRICATION AND SHOP DRAWINGS SHALL CONFORM TO i THE CURRENT CDDh OF ACI, SJI, AND AISC. I I I Y � CONCRETE MATERIALS . I I , l CONCRETE MIN COMPRESSIVE STRENGTH AT 28 DAYS - 3000 PSI U.N.G. I ' SIDEWALKS EXPOSED EXTERIOk SLOBS - 3500 FSI ' I REINfORCI�6 STEEL ASTM A 615 GRADE 60 IWELDED WIkE MESH - ASTM A185 ADMIXTURES - ONLY AS APPROVED BY ARCHITECT USE NO CALCIUM CHLORIDE , I • N} 7 I I k ENTRAINED 0 IeX MAXNAX 3, M I . CONCRETE TO WEATHER TO BE AI N LAP ALL REINFORCING STEEL ACCORDING TO ACI SPECS, I VIII L - ST EL TO BE PER -" - -1 MATERIALS AND PLACING C,ONCRETE.ANG REINFORCING ..,E . � r -1 r -� r^ r � V AMERICAN CONCRETE INSTITUTE " STANDARD SPECIFICATIONS FOR V ( 1: 1 O 1 1 O 1 O STRUCTURALCONCRETEFOR BUILDINGS ACI 301-72 AND BUILDING CODE J 1 ( I I I KJ I I KJ �I J REQUIREMENTS_FgR REINFORCED CONCRETE, ACI 318-77 REINFORCING KJ L K L _ J L ®. _. J —. 5TEEL TO CONFORM TO RELATED ARTICLES OF ACI 301-72 AND 318-77 FOOTINGS AND FOUNDATIONS WALLS I 1 I TOP OF FTG iT.O.F.i:ELEVATIQNS ARE REFERENCED HIGHEST FIN FLR ELEV:, n I I I n E I PROVIDE Ik5'5TEEL GgWEI'@ q8 q,C, IN FOOTINGS., EXTEND c4 ABOVE . )ELL. ',SEE DETAILS ON DRAWINGS. T.O.F.T,O,F. INTO BLOCK . LI FILL CELLS OF: ALL CO TOP OF FIN FLOOR • ONC 6LK FROM T.O.F.T O F PROVIDE CORNER BARS 'B EA CONT REINF BAR AT BOND BEAMS AND O DRAWINGS. 1 FOOTINGS, SEE DETAILS N �I I I I.. OCEECOVER FOR REINFORCEMENT. MINCNRT i n . CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER ..,, 3 ---_ " I I r .. 3.4 E NOT SO EXPOSED -77- SLABS WALLS :,,,,..., I � . CON�RET N II • BEAR ,.COLUMNS ,...... 1-1/2" r SLABS ON GRADE TO BE 4 THICk CONCRETE Wf'6a6`,10110 W.W.M. ON 4" CRUSHED STONE AND 6 MIL, PLASTIC VAPOR BARRIER. LAP JOINTS ON I WITHIN O SLAB. EDGt, M� T Q 2 F I W,W,M, QNE WIRE SPACING; EXTEND ETH II• �� VII SHOE' DRAWINGS r - G5 PRIOR TO FABRICATION OR INSTALLATION 1 PkQVIOE SHOP GRAWIN 0. , CONCRETE REINFORCING CONCRETE MIX DESIGN v L STEEL MISCELLANEOUS STEEL _. STRUCTURAL MISCELLANEOUS h = 1350 P51 KG FkAMIN6 LUMBER 5HALL'BE #,. SOUTHERN YELLOW PINE F Q WITHOUT PRIOR �-• J NO PIPING OR CONDUIT SHALL PASS UNDER FOOTINGS NI R APPROVAL OF ARCHITECT, /9�.._ zd zo _ • TESTING L2 Z� G27 L29 CONTRACTOR SHALL ALLOW FOR TESTING AS FOLLOWS ' ITEM TESTED TEST FREQUENCY ALLOWANCE D iON PLAN . LOCA L SiO P S F'OUNDAi ET6 BEAR. SURFACE ONCE EA �� Lf BEARING _ FER TEST zz 3/32" 1, _ 0" CAST IN PLACE CONC ONCE EA ___CY CONCRETE PER TEST L.3 LaL32 C�3 BOLTED STEEL CONN TEST ONE BOLT EA CONNECTION PER TEST d _ ------ 92,0„ .TEL CONN �� �. �/ ,� �•� 24��" !v" /Z"VISUAL INSPECTION ONLY ---- TOTAL NELTINGSOFECONCRETE TO BE PER REQUIREMENTS OF CHAPTER 16 OF ACI cu30 -72. ALL TESTLN6 AGENTS SHALL BE APPROVED BY THE ARCHITECT. DETAIL REFERENCE LEGEND REFERENCED ITEM DETAIL NUMBER COL BASE - SIDE WALL A, F XxxyI I "COL' 'BASE - FLR STEP C, H II I I ICDH I I PLR SLAB - C . I I I • •I FLR SLAB - TURN DN. M M 41 N . FILLED CELL - PIER O;'T FTG STEP P FTG CORNER I� FLR-FOUND.@ REAR DOOR ni I I • S I L. 1� r .� 1 r , i r I x/11 r I v I 7 � 17 I 1 1 o I v �1 •1 I ) KJ ( I KJ I KJ KJ ., , �r I , I I I I I IH II II ` H I II I , I II DETAIL REFERENCE LEGEND REFERENCED ITEM DETAIL NUMBER COL BASE - SIDE WALL A, F COL BASE - INTR COL B, G "COL' 'BASE - FLR STEP C, H COIL BASE ,•- 'FRONT WALL D, I PLR SLAB - C . K, KA FLR SLAB - TURN DN. M FOUND,WALL FTG N . FILLED CELL - PIER O;'T FTG STEP P FTG CORNER Q FLR-FOUND.@ REAR DOOR TALL PIER S MASONRY WALL '-JOINT L' PORCH FOUNDATION A2 _ PORCH STAIRS B2 ca LOC AL , T I N OUN®A N Orf Gv v GV .L - 4 J 4`f cv t> [r / / Iv -(/ Gv _ GU U _ GJ•U iJ-U U U G G _ /T w N 4 L N Orf Gv v GV .L - 4 J 4`f cv t> [r / / Iv -(/ Gv _ GU U _ GJ•U iJ-U U U G G _ /T w 4 L SIE N 1 1 — M 4 L SIE II ' I I S I gl �A Mas. - - �- II 00 PTG. CTyR) r yp 0 WAL—MART „ DEPT. STORE II D G KEY PLAN , o DRUGS N Q� oa r � O o , � I. O 0 I o I v r KJ KJ KJ I I KJ I i KJ I I KJ KJ •II CD lI Vil r---Tti - - cel CD Q L J ' ,' /D.d /o�o" /5�0" �:oN 2b C.4/ L42 G43 c.43.� L44 644.1 n1-45 (L4,5)1 046.1 1 1 U . O Z T h �w IL T ' DJ Z �CY) Z �Y J co co cr Z < Y PROJECT NO. l Oq 1 DATE: Il- I7-464 SHT.. SLA a II - r - - �- 7'u" DOWN 00 PTG. CTyR) 0 WAL—MART „ DEPT. STORE D G KEY PLAN , o DRUGS N Q� oa U . O Z T h �w IL T ' DJ Z �CY) Z �Y J co co cr Z < Y PROJECT NO. l Oq 1 DATE: Il- I7-464 SHT.. SLA a !E:-:;TFtIJCTUF:AL- COL_:IIMP4 F'L..A-T-E a(--HEDLJL_E COLUMN SIZE JST BRG- MASONRY BASE PLATE TOP PLATE PLATE SIZE ANCHOR BOLTS JST BRG -BEAM/COL C, H, F UP TO AND INCLUDING E5" 12"X12"X3/4" 3/4" 8"X12"X3/4" TO 8" J l4"X14"XI" I"lp 8„X12"X3/4" B” AND LORUER ROOFANG - 'EXP 16"X'I6'"XI-1/4" 1.1/4"[p 8"XI "'X1" NOTES: COL BRG PL P, 4 I) COLUMN SIZES APPLY TG TUBE COLUMNS, .FIFE COLUMNS, AND WIDE FLANGE COLUMNS. .BOND�BEAM = STEP R 2) REFER TO DETAILS FOR 'LAYOUT PATTERN OF ANCHOR AND CONNECTION . BOLTS. E GUTTER BEAM_ �) USE ELATE SIZES INDIC(-Vf'ED IN SCHEDULE UNLESS NOTED OTHERWISE BY SPECIFIC DETAIL. CD -01:711 DETAIL REFERENCE LEGEND REFERENCED'ITEM .DETAIL NUMBER JST BRG- MASONRY A.. N, '0 JST BRG - BEAM: B JST BRG -BEAM/COL C, H, F BEAM - FRONT WALL D BEA14 SPLICE - FIXED G BEAM SPLICE -'`EXP J BEAM STEP - COL ROOF 'ANG ^= FIXED z K, F ROOFANG - 'EXP "Z JST BRIDG - WALL K COL BRG PL P, 4 BOND'BEAM TA BOND BEAM - C : J . Sp, .BOND�BEAM = STEP R BOND BEAM - CORNER, M ROOF CURB SUPPORT E GUTTER BEAM_ C2 & D2 .CANOPY COL E2 i i O _ h uj YL 0.r (D 111 z v UOQ ¢ �N z Y z co r O cc • z Y LOCAL ,4�j ROOF FRAM I NCS _ PLAN PROJECT NO. lc)41 ALL DET; FRAMING AILSA RE O ROOF PRAM N ,,SfI1;E`t' S 3 a a z a o dxz Aces' Ar s TEST IN G - CONTRACTOR SHALL ALLOW -FOR TE5TINfi AS FOLLOWS I . W JB JB JB o ITEM TESTED TEST FREQUENCY ALLOWANCE . DETAIL REFERENCE LEGEND REFERENCED'ITEM DETAIL NUMBER, JST ,B.RG — MASONRY A, N, O JS`i' ` BRG- BEAM B : JST,BRG — BEAM/COL C, H,.F BEAM — FRONT WALL`- D BEAM SPLICE — FIXED G BEAM SPLICE— EXP J BEAM STEP = COL ROOF ANG -.:FIXED I K, F ROOF ANG - EXP L JST BRIDG - WALL K COL BRG PL: P, Q BOND BEAM TA` BOND BEAM -' C . J . SA BOND BEAM — STEP R BOND BEAM'- CORNER M ROOF CURB.SUPPORT E GUTTER"BEAM C2 & D2 CANOPY COL E2 2) 1 I BASE PLATE- TOP PLATE PLATE SIZE ANCHOR BOLT : ,v TO AND INCLUDING 5" i - /4" I 6" E3TFCu(-_-r ..JF=iAL (-_bt_LJHN F'LA-re: E-; i-=r>u t - E -=: COLUMN SIZE BASE PLATE- TOP PLATE PLATE SIZE ANCHOR BOLT UPS TO AND INCLUDING 5" 12"X12"X1/4", - /4" 6" TO 8" 8 X12"X3 4 AND ND LAFOEF =".X 16 - NOTES:' J.) COLUMN SIZES APPLY TO TUDE COLUMNS, FIFE GOLUhNS , AND WIDE FLANGE' COLUMNS. 2) REFER TO DE: TOI'L.:Ci, F"C:1h' LAYOUT PAT -FERN OF ANCHOF AND, CONNF_CTION BOLT a. -�) u - � SIZES - USE PLATE .iI..G_ Ih11 IC..F1fFI:) 1N SCHFDIJL..F.. UNLESS NOTED OTHERWISE DY .' r E �' .�F=L.CIFIC GETTAIL.., LOCAI.C, D�E ROOF FRAMING PLAN 3 - rp h ,t K EY PLA r Q 0 / rH D a o : O N PRJ�Ci O. ro yr / O 3 L�3 3d / L.32 3. L30 3 L � L 2 DituGs - Ea DATE: 2 I2. LOCAL HOPS E ROOF H„ NO PLAN ox 'o'0(4 -1- .3/32. q . SL Z T A U 0 r ti LLJj Y.� aI c� r w Z.. .00 z� Y J C7 ~. 00 a: T Q Z < Y LOCAL F; �2 ROOF FRAM I NG PLAN DATE : 12 - 12 •g4 SHT. SL Zg REVISIONS N KJ K✓ K ® N r r ®OT I C3 LECgENO OTING SCHEDULE ELEVATION8 ARE TYPE SIZE REINFORCING PIER ABOVE i 24'x12"xCONT. 3-04.BF CONT. DENOTES FT13. ' TYPE A8 II i' 445 BF CONT. III I 36"xl2"xCONT. 4-#5 BF CONT. IV 24"x24•xl2• 3 -#5x1' -b• EW. BF I 30"X30"X12" i ' N KJ K✓ K ® N r r ®OT I C3 LECgENO OTING SCHEDULE ELEVATION8 ARE TYPE SIZE REINFORCING PIER ABOVE I 24'x12"xCONT. 3-04.BF CONT. DENOTES FT13. ' TYPE A8 II 30"xl2*xCONT. 445 BF CONT. III I 36"xl2"xCONT. 4-#5 BF CONT. IV 24"x24•xl2• 3 -#5x1' -b• EW. BF V 30"X30"X12" 4-#5X2'=6" EW,.BF - vl 36"x36"x12• 4-#5x2'-6' EW. BF VII 48'x48'xl2" 6-#4x3'-60 EW, BF VIII 60"X60"x12" 7-#5x4'-6" EW. BF -ZX 72'X72"X12" 8-#5X5'-6" PW, BF' X 84."x846xl2' 9-#5X6"-6" EW, BF XI 96"x96•xl6" 10#6x7'-6" EW," BF XII 108'x108"xl6" 11#6x8'-6" EW,.'BF XIII 120"x120; -x1.6" 7x9'--6" EW, BF N KJ K✓ K ® N r r ®OT I C3 LECgENO TOP pP'FOOTING .(T.p.F.) ELEVATION8 ARE REFERENCED TO HIS 8T FINISH FLOOR ELEVATION. INDICATES FTG. STEP SEE DETAIL. P/SI DENOTES FT13. ' TYPE A8 PER FTG. SCHEDULE J, BYRONS FOUNDATION PLAN 3OJECT NO. /O4/ J. tJYRONS ROOF - • FRAMING PLAN 1 DATE: �Z•�2. `�I SHT. 8B. 2 _ -I i I i ( SRD I RC I. CF = COMPRESSOR FRAME }I i A, N, 0 �I i ELEVATION z 3/32"" I' - 0" S,63 J ELEVATION 3 0. ELEVATION 3/32" • 1'- 0" SG/3 i a RD = ROOF DECK ANGLE SRD = SLIP "TYPE ROOF DECK ANGLE RC = ROOF CURB SUPPORT CF = COMPRESSOR FRAME 4P COL =NII"INDICATES NOM.COL• SIZE IN INCHES: A, N, 0 "P" INDICATES PIWCOL.; "T" INDICATES TO AND INCLUDING TUBE COLziumSTRONG TOB = TOP OF BEAM ELEV. TOBB = TOP OF BOND BEAM ELEV. JBE = JOIS1 BRG. ELEV. --H --- = INDICATES SPLICE IN BEAM 6 xl2"x+/4, = TOP & BOTTOM OF JST. AND LARGER HORIZONTAL SIL. ANG. JST• 1 r� BRIDGING i"xl"Xi/a" 8"x1 "x1" = DIAGONAL SIL. ANG. JST. J BRIDGING v-xi"xi/s° DJ = DOUBLE JST. CENTERED AND WIDE ON USUAL SPACING FCl = CONC. FLLLED BLK. CELLS ANG- EXP W/ REINF. DN. TO FTG- FC2 = CONC. FILLED BLK- CELLS CONNECTION (4 CELLS WIDE x 4 CELLS DEEP) ROOF FRAM I NG PLAN 3/52" ` 1'- 0" E;TFRUC-FUFCAL COL:UF"1N F=-L_.ATIii: 1;C:"F—E E>UL.E LEGEND COLUMN SIZE REFERENCED ITEM __TDETAIL BASE PLATE TOP PLATE PLATE SIZE ANCHOR BQLTS A, N, 0 UP TO AND INCLUDING 5 1-"'x12"X.,/4" 3/4" ( S X12"x:�/4" 6" TO 8" BEAM 14"x1411x1' 1" 6 xl2"x+/4, 8" AND LARGER 16"x16"xI-1/4" 1-1/4"Cp 8"x1 "x1" NOTES: J BEAM ROOF 1) COLUMN SIZES APPLY 'TO TUBE COLUMNS, F'IF'E COLUMNS, AND WIDE FLANGE COLUMNS. ROOF ANG- EXP 2) REFER TO DETAILS FOR LAYOUT F'A'1FERN OF ONCHOR AND CONNECTION BOLTS, COL BRG PL �) USE PLATE SIZES INDICATED IN SCHEDULE UNLESS, NOTE=D OFHERwIsE BEAM BY SPECIFIC DETAIL'. TA CD1t_l t-11 r,;27 S -IF FRIJC`T't_IFRAt_ PAaTEc BUILDING CODE DESIGN LIVE LOADS ROOF --- --- _ PSF FLOOR SLAB ON GRADE ----- PSF WIND ------- PSF MACH ROOM FLR SUSP SLAB- PSE FOOTING ALLOWABLE -SOIL PRESSURE - FOR CONTINUOUS FOOTIN6 KSF FOR COLUMN FOOTING _ KSF STRUCTURAL STEEL MATERIALS STRUCTURAL STEEL - ASTM A 36 STEEL PIPE COLUMN - ASTM A501 WELDING RODS - E70XX STEEL TUBE COLUMN - ASTM A500 CONNECTION BOLTS - ASTM A 325X .(TURN -OF -NUT TIGHTENED) ALL PIPE COLUMNS TO BE STD, WT, U,N.O, ALL TUBE COL, TO 1/4" WALL THICKNESS U,N,O, STRUCTURAL STEEL CONNECTIONS SHALL BE DESIGNED BY FABRICATOR TO SUPPORT 112 ALLOWABLE LOAD OF LARGE6T ATTACHED MEMBER U,N,O. DESIGN ERECTION FABRICATION AND SHOP DRAWINGS SHALL CONFORM TO THE CURRENT CODS OF ACI, ul , AND AISC. CONCRETE MATERIALS CONCRETE - MIN COMPRESSIVE STRENGTH AT 28 DAYS - 3000 PSI U,N.0, SIDEWALKS EXPOSED EXTERIOR SLABS - 3500 PSI REINFORCING STEEL - ASTM A 615 GRADE 60 WELDED WIRE MESH - ASTM A185 ADMIXTURES - ONLY AS APPROVED BY ARCHITECT USE NO CALCIUM.CHLORIDE CONCRETE EXPOSED TO WEATHER TO BE AIR ENTRAINED (6X MAX - 3% MIN) LAP ALL'REINFORCING STEEL ACCORDING TO ACI SPECS, 'MATERIALS AND PLACING OF CONCRETE AND REINFORCING STEEL TO BE PER AMERICAN CONCRETE INSTITUTE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE -FOR BUILDINGS ' ACI 301-7Z AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRE40CI 318-77 REINFORCING STEEL TO CONFORM TO RELATED ARTICLES OF ACI 301=72 AND 318-77 FOOTINGS AND FOUNDATIONS WALLS TOP OF FT6 (T.O.F,) ELEVATIONS ARE REFERENCED TO HIGHEST FIN FLR ELEV PROVIDE 15 STEEL DOWEL @ 48' O.C. IN FOOTINGS, EXTEND 24" ABOVE T.O.F. INTO BLOCK CELL.. SEE DETAILS ON DRAWINGS, FILL CELLS OF ALL CONC BLK FROM T,O,F, TO TOP OF FIN FLOOR PROVIDE CORNER BARS @ EA CONT REINF BAR AT BOND BEAMS AND FOOTINGS. SEE DETAILS'ON DRAWINGS, MIN CONCRETE COVER FOR REINFORCEMENT. CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER .... 3' CONCRETE NOT SO EXPOSED ---- SLABS WALLS ........... 3/4' BEAR, COLUMNS ....... 1-1/2' SLABS ON GRADE TO BE 4' THICK CONCRETE W/ 6x6 10/10 W,W,M, ON 4" CRUSHED STONE AND 6 MIL, PLASTIC VAPOR BARRIER, LAP JOINTS ON W.W.M. ONE WIRE SPACING, EXTEND MESH TO WITHIN 2" OF SLAB EDGE, SHOP DRAWINGS PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION OR INSTALLATION CONCRETE REINFORCING CONCRETE MIX DE3I6N STRUCTURAL STEEL MISCELLANEOUS STEEL MISCELLANEOUS FRAMING LUMBER SHALL BE #2 SOUTHERN YELLOW PINE Fh = 1350 PSI KD NO PIPING OR CONDUIT SHALL PASS UNDER FOOTINGS WITHOUT PRIOR APPROVAL OF ARCHITECT. TESTING CONTRACTOR S'IALL ALLOW FOR TESTING AS FOLLOWS ITEM TESTED- TEST FREQUENCY ALLOWANCE FTG BEAR SURFACE "ONCE EA' ,_ LF BEARING _ PER TEST "CAST IN PLACE CONCONCE EA _CY CONCRETE __PER TEST SOLTED STEEL CONN TEST ONE BOLT EA CONNECTION PER TEST WELDED STEEL CONN VISUAL INSPECTION ONLY. TOTAL' -TESTING OF CONCRETE TO BE PER REQUIREMENTS QF CHAPTER 16'OF ACI 301-72. ALL'TESTING-AGENTS SHALL BE APPROVED BY THE ARCHITECT, - ROOF FRAMING ALL DETAILS ARE ON Sfl8ET S4 REVISIONS NO , J,BYRONS FPM i�.ICa DATE: !z • tZ-�� SHT. yS�3 I DETAIL REFERENCE LEGEND REFERENCED ITEM __TDETAIL NUMBER JST BRG - MASONRY A, N, 0 JST BRG - BEAM B JST BRG - BEAM/COL Cl fl, F BEAM -- FRONT WALL D BEAM SPLICE — FIXED G BEAM SPLICE - EXP J BEAM ROOF 'STEP . - COL ANG - FIXED I K, F ROOF ANG- EXP L JST BRIDG - WALL K - COL BRG PL P, Q BOND BEAM TA BOND BEAM - C.J. Spy BOND BEAM - STEP R BOND BEAM - CORNER M ROOF' CURB SUPPORT E GUTTER BEAM C2 & D2 CANOPY CO E2 REVISIONS NO , J,BYRONS FPM i�.ICa DATE: !z • tZ-�� SHT. yS�3 I REVISIONS MI ECKEFtD FOUNDATION PLAN i 3 �I DATE: 12-12- S'E A FOOTING SCHEDULE TYPE SIZE REINFORCING _. ..PIER ABOVE I 24"x12"xCONT. 344 BF CONT..' II 30'x12'xC0NT. 445 BF CONT., 36"x12"uCONT. 4-l5,BF CONT. IV' 24"x24"x12" 3-#5x1'-6" EW, BF V 30"X30"X12" 4-#5X2'.-6":EW, :BF V1 36"x36"x12" 445x2'-6" .EW, rBF V1I 48'x48"x13" 6-#4x3'-6" EW, BF. VIII 60"7[60"X12", 77#5x4'-6"'.BW, BF IX 72'X72"X12" 845,X5'-6"` EW, BF X 84"x84"x12" , 9-#5x6"-60. EW, BF: XI 46"x96"x16" 16#6x71=6"• W; BF ECKEFtD FOUNDATION PLAN i 3 �I DATE: 12-12- S'E A i S-rFRU C -r I.JF=v.A1— Y7* :. _ • . COLUMN SIZE BASEPLATE 00 i J I n 4 UF' TO FIND. INCLUDING 5" x CU 8"X12"x:�/4" b" `mo J3" 14"X14 llXl 11 IA, x (U R" AND LARGER .., ao 16"X16"'xI-1 /4" 1-•1/4 III NOTES: , I) COLUMN F3I 2ES APPLY, To TuPE'' CUL MNE'i P I F E U COLUMNS AND :WIDE FLANGE COLUMNS: 2) - LAYOU"f PATTERN OF ,'AIVCHGIR 'AND ' CONNECT I ON F+GLTS: i S TL R1111F DEC - w rB� IC _d) , .I N cCFFD1.EUNLESS MUTED G` F IERIJ I SE _ to � : 1 2 `E S Clu ? F R S 3 � 1 ' rl T m h , - , : , I: ro z „ A z z z _ TE �L4CK BRIDGI G ZNTD Q h R 11 RD ' E A E :RC Q CoJ_Ld. E A E Lo L� Cl .. o :,4E'A ALL OP AGU,9CE�V r r R W i ST1 Al12 D x. _ ..[. ® _ 8 Jai iI Ir . W � AO 00 R1 . r G, �W A , r . _ PAC PACES _ r0 0 A / GRO4c. •a . roe -r Ra 7 G : JBE TOB ` A , S 0 ate, I L G Q ECK R E D MEZZANINE F�l.__.Q0 R „ . FRAMING - ' : I H ll6(. A , SCA r - 3 3 2 LE 1 0 l• i _71241 11TbB Q4 Z:,G (U 2 CO $R6 S 3 P�. • , X COL r S-rFRU C -r I.JF=v.A1— Y7* COLIJMP4 .. F='.l._.faTE BGHEDULE COLUMN SIZE BASEPLATE TOP PLATE PLATE'S ANCHOR rBOLTS UF' TO FIND. INCLUDING 5" 12'X1,";xY/4": ',/�}'' 8"X12"x:�/4" b" `mo J3" 14"X14 llXl 11 IA, E3rx12"X /R" R" AND LARGER .., ao 16"X16"'xI-1 /4" 1-•1/4 B''x12" (1'" NOTES: , I) COLUMN F3I 2ES APPLY, To TuPE'' CUL MNE'i P I F E U COLUMNS AND :WIDE FLANGE COLUMNS: 2) REFER TO.DE-FAiLs'.FOR LAYOU"f PATTERN OF ,'AIVCHGIR 'AND ' CONNECT I ON F+GLTS: S TL R1111F DEC - USE PLATE riXES'I _ IC _d) , .I N cCFFD1.EUNLESS MUTED G` F IERIJ I SE NY SPECIFIC, DETAIL.., , : ECKERD FRAMING PLANS Q a . .., ao or , z , RC S TL R1111F DEC :. : : • Clu ' � 1 ' rl m h , - I: I - 3 ' :RC Q CoJ_Ld. n, a. Lo L� Cl .. o :,4E'A ALL OP AGU,9CE�V r r R W i , x. W M _ � iI Ir . W � AO 00 R1 . r G, �W A „ , r � EQ PAC PACES •a . : JST A 0 I G Q , W6x6 bIAG BRA E ' H , l• i _71241 11TbB Q4 Z:,G (U 2 • Q r S - ECKERD FRAMING PLANS . .., ao , S TL R1111F DEC : 1-112 ,IR. 'PAINTED .AIN ED ' 22 GAUGE,; m h - I: U • :RC Q CoJ_Ld. Lj , x. i CN X AO 00 , � EQ PAC PACES •a . : JST 0 , W6x6 bIAG BRA E H i _71241 11TbB Q4 Z:,G (U 2 ECKERD FRAMING PLANS — _ _ .,_ _. .— _ __.___ — -- _.. _ I .—__.:.ten.. � ..• CfJL•. C•L•,'AS SHOWN ON FRAMING PLAN. SEE FRAMING PLAN FOR COL. - SIZE COL- FULLY SHOP WELDED ALL AROUND TO BRG• BASE ' FL. W/ FILLET WELD. STEEL COL. Y , ANCHOR I BOICo 12" LONG W1 NUTS TOP AND ,BOTTOM OF TURN DN COL- BRG• PL• SEE BRG• PL HERE BEYOND DETAIL FOR SIZE AND',NUMBER COL. D T '�• 5 3 . ' ;GONG. FLR. SLAB W/ W.W.M. I EQ ED E'IN, I S EE F`iG • PLAN .FOR T • 0 • F • EL • f FLI2. ELEV. z o �/Z NON -SHRINK GROUT REVISIONS q --- UNDER BRG. PI: i w WON CONC. BLOCK u w CONT. CONC FTG W1 u Lu 'I'OF - REINF • AS SHOWN �� ON SCHEDULE ,TURN CONC. I If w o DOWN AROUND • -.... COLUMN='i 4 - j'1 EO EO . SEE FOOTING SCIIEDIULE FOR SIZE & REINF, „ tttitt "-- —\—.C -L- OF'COL- SAME AS C•L• FTG ,C�ONT w+9LG � � COLv+�IN�T6. C:9/YDt�'' SECTION �rawo"�SECTION . E coLv�w -5 / KEY JOINT LOCAL TERMINATE II StiUPS MAJUR TENANT AT COLD JOINT II POUR FLOOR SLAB SOLID STEEL TUBE' COL. AROUND COL. II & BASE PLATE A`C'L: CEN`T'ERLINE ' TO PRU'PEC'T' ; (SHOWN DASHP.U) W,AL COL . BEYOND FROM L• AR'T'IL ~� \ _ FOUNDATION . `JI WALL COLDJT. IN / EDGE OF'FTG, FLOOR SLAB �' " . 'TYPE XII TO 'BLOCK OUT �' I 1 NOTCH BLOC P I 2 EDDYING t ' K @ COL' " '7 i7 I CONC. BLK.- 1 0 -LgLz / r 01 w \ co EDGE OP' FTG. • _______ :.•' � I 4 "1- ' FIN WALL LOCATION 1, - I D i ,------�• --• � �F-- _ ABOVE. — \ I' -U COL. C.L. • �oL. �o�rl�r6 PLAN ✓aR �rcvL.L���L� � LAN r��wr N.T. S. 3/4„ 11-0" S S. / ✓O��r�IpG ;.. 04CSTL. 2�# DABOVE FTGOWELS @ . EXP. JOINT ' 1/2�� 24" ,ABOVE RE VERT: INF.---� �. CONC. BLK: GROUT BLK. SOLID TO ' SEE DET .T/St TOP OF FIN. FLOOR. FIN. FLOG ELEV. FOR PLAN rl CONC. FLOOR .` r SLAB Z FIN FL. NOTE SEE GRADE PLAN SEE FOR EXTDEGPLAN ' FOR FIN. VAPOR BARRIER GRADE FOUNDA- IOiv' `WALL AP�rn/>=r� p'( I: _ _ h THIC'KN SS SuP�C +i7E --' , (• APPROVED a EQUAL 'y EQUAL soscRAD> o - _� .. FTG. DOWELS- � U 0 2-8"x8" 1`'PER 7 q Z r 4.. Z -/'- KO PAR I VERT. REINF'. �' ' zz r BAR I p CO^iC.-�. i � BE i T.O.F. EL V. w !! FTG. I ' CONC: FTG. W/ W Y I REINF. SEE FTG. T. P. _ " SCHED. 4 T m CONK . x jam\ _�:.. REINF . a: \ L.®o o' c r�i #4 @ 48--1 U o" -_ O.C.f I .,D• �� TRANSVERS Q V)N �#4 @ 48"0 ;. 1? REINF. '!� —��! � Zr- TRANSVERSE 'FTG. WIDTH ' REINF. SEE FTC. SCHED. "� Y z ' L Co ,JWMOWWN WALL- SECTION -`N SECTION. OT> r 0 S/3/4-1-1-0 �/ <r��lcxc,= x ,MASONRY WALL PIER COMMON s , 12'-0" O.C. MAX. _12'- 0 MAX: FOUNDATION 4" 12�. _ 10'-0" FROM --3/I6" DIA. FOUNDATION CORNER /u< Z [TAR @ DETAI LS 16" O.C. veR'r. 4 05 REBAI2 M r r �: • d GROUT SOLID �� `-- PILASTER BLK. 4 7 ` �,_-- GROUT KEY CONCRL•''T'E � CONCRL:'['E FILLED BLOCK - .• I-'- .Ma BLOCK CELLS W/'2 96 REINF.-BARS r,? PROVIDE 2' -8"x8" EACH CELL, EXTEND REINF. PROJECT NO. INTERIOR SIDE DOWELS UP FROM II2UM 'T'OP OF FOOTING ANU - F'I'G. @ EA. BAR VERTICALLY UP INTO BOND UI' WALL ,BEAM AT ROOF BEARING \ / DATE �,��L1� PLAN S PLAN �„� .�,^ 3.� �d�z �-� � � `U�p�� . ` NTS � '��l//�'-!,� SHY. `r A"4 r WATER METER, SEE T WATER -METER DWG . CSEE DWG. 5 C-5.'1 C-5 & C-3.1 C r -� 51-01, :LIN. 7 -0" .SIF). CO- 3 -i` - CO.3 ,„ VTR r i � A ' .. v°k[.J �. . .. . . - ... '" P•d^•Y--fir.-q «. ,. (irY ., a ... .' .n+.h r 4" ;r 4u , �. 3„ VTR r----� � r-•...�� 3 VTR .� : {<; i �- BELOW FLOOR f 3/4"-1 f BELOW FLOOR i SLAB ! SLAB we -1 WC -1 , -1/9'' 3/4„ - _ - 3/4.. - 1/2 ` 1/? ,- -�--, L _1 A50VE CEILING 1 �,• ! ABOVE CEILING ' - - - -'I PRV PRV i [ BALL VALVE BALL 31LL ,• , VALVES - l- _ _ _ ;t I- CO- _ v Wk -1 i .� CO. -1 r -Co- 3 1-1/4” 2„� - — ' - 3/4 3 rt co -z co -z L'1�-JL 1 C0-1 ` `—CO -1 , 4.. PIPE HANDER SCHEDULE TYPE PIPE SIZE MAX. SPAN MIN. ROA DIA. COPPER 1/2" THRU 1-1/Y" b' 3/e" 20 AND UP 10 1/2" STEEL 1/2" 4" 3/8" #L70 SUPPLY, 0872 1-1/4" THRU 2" !0' 3/8" 2-1/2" AND UP 1/2" PLASTIC 1•-.1/4" THRU 2•-1/2" 4' 3/8" 3' AND UP 4 CAST IRON 211AND 2-1/211* 5' LENQTHS 3' J/8" 3" AND UP * B' LENGTHS 5' 1/2" 2" AND 2-1/211* 10' LENQTHS 1Q 3/8" 3" AND UP N 10' LENQTHS 10' 1/2" µ F N Ft8 SHALL BE LOCATED AS NEAR HUBS AS POSS IDLE Le 'f C N Ap 7 s' � ti GENERAL NOTES 1. REFER TO AICElITECi'URAIa''Dl2Al4INCS FOP. NU?1ALIt OF "LOCAL,SIOP” `TCILL`L' ARMS' REQUIRED. SINGLE TOILET r"1RRANGE140 i', IF PIE-QU12ED, IS SL' ILA.;: TO " BACi: -'LY3-FLACK" AILWIGL•:MI'.A Sllay.I. 2. RZKF { TO "SITE MECHANICAL PLkN-SLIT. C-5. .FOR PLUMB= OUTSIDE BUILDING AND FO? ,'LT ;ZING . ZEQUIR114 M IT'S . REVISION$ ' 3. SUB:IIT SHOP MWINGS FOR APPROVAL IN ACCOA)ANC'E WITH T;IE P=UIRL.121'II S OF PA'S. 1.7 OP' T1IE "GE214 . AL REQUIM=210S" SL:,`.." -'ION Or DIVISION 15 SPEC;IFIC'APIQNS . OBTAIN AMIITEUr' S APPkiQVAL PRIOR TO 0RD3RI;:C' r%NY F UxP;*rrr. ,,Flop Dr'ZA,IINGa KILL BE Iti: IP\CD FOR PI.,Ut•,BlNG E'IXi U.rtL:.;i AND - 1 TIM, WAT .R HATERS, PUMPS (IE' Ii1 QUIRCD FOR Prmjr,.cT) , A^jD INSULATION PLUMBING FI? T=, PIAN DESIGNATION IUS`i T3 ; I.7�1. U ON S=1I'rP��L S:I£:Iar.`; PRIOR TO REVIL,i 13Y APCHITEC`P/Zi\IGI.NEr,R. 4. DOMESTIC t',tWER PIPING. 5YSTEP.9 SHALL, BE FLUSRED RID S`I`.MLIZL'D IN AC- CORDANCE 1,41TH MQUZRG'IEffS OI-' LOCAL I3UILDING/:-ZAL11cI DEPrRIMEVT OFF ICL%L r IN `1EIE ABSIMSE OF IIaC.0 1E UIi:EK yTS, TIIE FOLLWIEG PROCEDURES SHALL Bi, FOLD ILD AS A MI;`ILM74 =UIR0;NT; A. FLUSHOUi' 'TM Ek1TIRE 'MATER SYSTEM B. 2W.-ODUCE CTILMUNS OR A SOLUTION OF CALCIUM OR SODI(T11 HYPO- CIILOR.ITE, FILL `YHE LINES SWILX, AND APPLY TER; AGEZ�r Nr A BATE WHIC111, WILL PIMDUCL 50 PALLS PER .MILLION OF CIILGRI.d;, AS I DETEF.1-1114ED BY A RESIDUAL CHLOIT INE TEST AT ENDS OF '11 E4 LIr E.S . OPEN AND CLOSD ALL VALVES PuND HXDIr"NT'S Wr1ILi. Tula SYSTEM IS BEING U-ILQRI1WrED . C. AFTER 29 FIOUi:S TEST FUR'RESIUUAL CiiLC;tI�IE. IF PQRi, 'i'EINN 5 " PPM ARE PRESET!', FLUSH CUP THE SXS'I \I UtYT'IL ALL T RACES ARE 014OVED . 1) AFMI STERILIZING, FLMH TREMI D 10lA`i'ER, FIMM 1111 SYS'JU/r. TE.IRU ITS E:XT12G.I1'IF.S. CONTINUE F.C.1I,,IiING UMd'i.[L SAMPLES OF rJAZZt ki_p SATISFACTORY TO TIL;' PUBLIC HE.'AL111 AUPINORITY HAVING ' JURIS DION. REPEAT FLUSHINGv I? SA1PLEa C�fJJ CAILY OVER 1IIE y, CL TiriF,EE DAYS INDICATE THAT THE QUALITY OF TIE WATER 'IS KIP BEING .'4AIWAIUED. DO NDT DMI SAMIMLS HUM 11YD1wJTS AND UNSTMULIZED • 5. CHUCK FINAL ARCIIITLCiUP'1k., PL IS BEI -IN OF ANY PIPING, o. INSTALL DGt1LST:IC iVATLrZ PIPING rTt'1'i1 PI'LEtI''TCI,JARD DR.'1IN i'elI.VGB. SA.`#ITARX � SE,TE:RS K11'rIIN BUILDING SFIALL BE INSTAL14D 1`(I`i':-i SLOPES AS FOLLCMS ; 4,11 • & LARGER - 1/8 "/F`1' . . 7. DCt4LSTIC NPER PIPING (COPPER) S:U1LL BE JOINED USING 95-5 SOLDER :� 8. PLUIDING FIXPURE:S SHALL BE SUPPLIED WITH CIURCMC;D P -•TRAPS, SUPPLIES, AND SLOPS SEESQlIrDULE. PROV1Di, C;1fSJ;L?. PLA`.['i;D FSCUICIIIa0Id5 AT ALL, ;JAI.I, 9. MINOR C:I.ANGLS IN ARMiGEMFsi'i' OFSJMI` ARA MALTE AND VF.r'V`L' PIPING S,U\I L BC , I•uwE IN ACCURiiANC" •rII'1':l �E;�uzr I:M�I rr>'s oE' Lcx nI, PL(k`fl13INc Aljrtlo:u'L'X Itnvl Glc �JUJUSDICATION OVER PROJECT' A`i' NO ADDl`i'QNAL COST. 10. P'ZESSUREJ REDUCING VALVES ("P.tv") SIIALL `BC; FACTORY SOP AT 95-50 PSIG DIS- Q CIMCE PRESSURE. �4 PLUMBING FIXTURE SCHEDULE _ DESIG. TYPE, MFG.&"MODEL# HU CW V W CARRIER REMARKS WC -1 WATER CLOSET AM. STANDARD -- 1/2" 1-1/2" 3" FURNISH W/ BENEKE 42109.405 #523 SEAT AND MCGUIRE �w ELONGATED "CADET" #172 SUPPLY I L-1 LAVATORY AM. STANDARD 1/2" 1-/2" 1-1/A" 1-1/4" JO$AM FURNISH 'R/ 2248.714 WALL HUNG 40356.015 #17105 HERI'T'AGE FAUCET &. "LUCERNE" POP-UP DRAIN, MCGUIRE (20"x18") #170 SUPPLIES AND 48872 TRAP. 6 WH_I WATER HEATER THERMAR 3/8" 3/8" --_ ----- 7.0 KW; 208/1/60 VAC - 41IP9024S (1 GAL.) V DF -1 DRINKING HALSEY-TAYLOR --- 1/2" 1-1/4" 1-1/4" FURNISH W/ MCGUIRE , INTERIOR FLOOR FOUNTAIN 4BFC-7F CO -2 CLEANOUT 'LURN #Z-1445-1 #L70 SUPPLY, 0872 INTERIOR WALL TRAP AND ZURN #ZR -1225 - -4 ziNo CO-3CLEANOUT ZURN #Z-1420-27 CARRIER. H8-1 HOSE 8185 ZURN #Z-1310 -- 3/4" --- --- ANTI -SIPHON, NON,-E'REEZE NOT KEQ D: M15 CO -1 CLEANOUT ZURN #Z-1400-2 PRo.1 Ecr p , INTERIOR FLOOR X CO -2 CLEANOUT {A CaE CO -1 CLEANOUT ZURN #Z-1400-2 , INTERIOR FLOOR X CO -2 CLEANOUT 'LURN #Z-1445-1 INTERIOR WALL - -4 ziNo CO-3CLEANOUT ZURN #Z-1420-27 EXTERIOR GRADE MATERIALS OE' CONSTRUCTION: (� Z C4 `f 1. SANITARY SEWER, WASTE,DRAIN & VENT ..... ...... SCHEDULE 40 PVC. •. (; 2. STI WATER, COPPER 2. „ W ., RADE. „� - .,,.�•,,,-, �. - � � DOMESTIC Ef , CO PbJ ......................TXPE "L BELOW GRADE, 'TYPE "M ABOVE G LOCAL SHOPS SUPPLY & SANITARY DW PIPING .ISOMETRIC .00C9 no scab " WAIL CAP WALL CAP r-1013. 10/3 6" CD -2 6" CD -2 50 cfm 50 cfm F -1F-1 6 "p5 7"d -2 71' CD -2 6410 150cfm 150 cfm L57fl 10/6 16"X811 RG -1,8 10/6 BELOW CEILING 16"xa" AG -1 8" BELOW C91LING 800 cfm ii 18" CD. -1 800 cfm 20/10 20/10 4"x48"CR-1 AC -1 014 24"x48" CR -1 000 cfm ROOF 2000 cfm AC -1 ON ROOF I , .- _J - -a 30/10 ISEE 30/10 NOTE 0 SEE NOTE 02 $2 • 20/10 20/10 Us,� 18" CD -1 "l 1.000 cfm r , >.a" CD -1 1000 cftn 1, 20t x 621 MODULE 25' x 62t MODULE 3/32" L, -O 3/32"- 1, -Q„ s II „ I RECTAtIGI.IL'AR DUCT IIA MER SCIIEQULE r t i. f.� I 4 FT. SPACING I,. I ,C STRAP ROU STRAP r 72" s, i, 1/4" RECTAtIGI.IL'AR DUCT IIA MER SCIIEQULE 11RX. HALF OF DUCT PERIMETER 4 FT. SPACING a FT. SPACING STRAP ROU STRAP ROD 72" 1"x 22CA. 1/4" 1"x 22GA. 1/4" 96" 1"x 22GA. 1/4" 1"x 20GA. 1/4" 120" 1"x 22^7,. 1/4" 1"x 18GA. 3/a" IG811 1"x 1CGA. 3/81' 1"x 16GA. 3/8" 197" I"x I0.1. 3/8" 1-1/2"x 16GA. 1/2" A11GLE SCHEDULE DUCT DIA. LENriTH SIZE UP THRU`la" I"xl"xl/a" 19" THRU 24" 1-1/2"xl-1/Z"x16GA. 25" THRU 30" 1-1/2"x1-1/2"xl/8" 71" THRU 36" 1-1/2"xl-1/2"x3/16" 37" T11R11 42" 1-1/2"xl-I/2"x1/4" "q 3" THRU 48" 2"x2"x7/16" 49" THRU 54" 2%?%1/4" 55" THRU 60" 2-1/2"x2 l/2"x3/16" ROU!ID DUCT IIAN rER SCHEDULE DUCT DIA. STRAP HANGERS 11E1 X11UtISPACIfG UP THRU 26" ONE 1"x 22GA. 12 FT. 27" THRU 36" ONE 1"x 18GA. 12 FT. 37" THRU 60" ONE 1"x 166A. 12 FT. 51" THRU 60" '11.10 1"x 10 GA. 12 fT. DUCTBOARD DUCT HANGER DUC (TYP.) DUCT HANGER SEE NOTE 02 �.� t CHANNEL *- NOT MORE TIIA!I OIIE TRAIISVERSE JOINT SHALL OCCUR BETWEEN HANriERS; IF THE DUCT PERIMETER DOES NOT EXCEED 80" AHO it T ' IS O REINFORCED, T f t Ii1£N TItO TRANSVERSE JOINTS MAY OCCUR 6ETWEEN HANGERS. NOTES: I.) TRAPEZE 1101GER5 SHALL BE'F. I1Nlt!UM OF 1"x2"xl"x 22 GA. CHANNEL. 2.) m IN ImUll HANGERS SMALL DE )"A 22 ;GA. STRAPS, 1/4" DIA. RODS OR IIIIERE CODES PER',11T, `12 (IA., HANQR wIRE. 3.) ALL HANGER SYSTEMS , MUST BE CAPABLE OF WITIISTANORIG A LOAD THREE TIMES ANTICPA(ED LOAD. 4.) WHEN,' TRANSVERSE REINFORCING IIENOERS OCCUR IIITHItI THE -M. IIA!ICER Il'A,19 CA; (11UH) METAL STRAPS MAY DE BOLTED TO THE STE'tj$:OF THESE IIEt' 0ERS TO SUPPORT DUCT. 1111ERE CODES PEP111T, 12 C.A. WIRE RAY BE'SURSTITUTED FUR HANGER STRAP. RECTA!M�ULAR DUCT80ARD.HANGER SGIIEDULE -WORK MA-rERIAL SCHEDULE LOtLf'iEST SIDE OF .DUCT (! .0.) t r, W DUCTBOARD DUCT HANGER DUC (TYP.) DUCT HANGER SEE NOTE 02 �.� t CHANNEL *- NOT MORE TIIA!I OIIE TRAIISVERSE JOINT SHALL OCCUR BETWEEN HANriERS; IF THE DUCT PERIMETER DOES NOT EXCEED 80" AHO it T ' IS O REINFORCED, T f t Ii1£N TItO TRANSVERSE JOINTS MAY OCCUR 6ETWEEN HANGERS. NOTES: I.) TRAPEZE 1101GER5 SHALL BE'F. I1Nlt!UM OF 1"x2"xl"x 22 GA. CHANNEL. 2.) m IN ImUll HANGERS SMALL DE )"A 22 ;GA. STRAPS, 1/4" DIA. RODS OR IIIIERE CODES PER',11T, `12 (IA., HANQR wIRE. 3.) ALL HANGER SYSTEMS , MUST BE CAPABLE OF WITIISTANORIG A LOAD THREE TIMES ANTICPA(ED LOAD. 4.) WHEN,' TRANSVERSE REINFORCING IIENOERS OCCUR IIITHItI THE -M. IIA!ICER Il'A,19 CA; (11UH) METAL STRAPS MAY DE BOLTED TO THE STE'tj$:OF THESE IIEt' 0ERS TO SUPPORT DUCT. 1111ERE CODES PEP111T, 12 C.A. WIRE RAY BE'SURSTITUTED FUR HANGER STRAP. RECTA!M�ULAR DUCT80ARD.HANGER SGIIEDULE -WORK MA-rERIAL SCHEDULE LOtLf'iEST SIDE OF .DUCT (! .0.) IIAIIGER SPAC IIID" 0 up k0 75" 8 TF. O.C. !lAX1NU11 36" THRU 59" 6 FT. O.C. '!1AX I'tU!{ 6n" AND OVER q fT. O.C. IIAXIf;UM DUCT -WORK MA-rERIAL SCHEDULE LitALL 'CAP LOCATION TYPE MATERIAL INSULATION _ 10/3 1Q/3„R,Q�'' ALL SUPPLY $175 .AUC,T BOARD NONE 2 WALL•CAP OR SHEET METAL 1 1'%2" WRAP ALL 6" CD-2RE(�;,re, EX�1 UST SHEET METAL NONE 1�7 ALL FLEXIBLE 4 MLD -- , 7" CD -2• 150 cfm , F-1 7„ CD -2 TYPE CRK NQTE, DUCT WRAP SHALL BE AS MFG. BY OWENS-'CQR1`IINQ DUCT WRAP 6 INSULATION, 3/40/SF DENSITY WITH REINFORCED"FOIL KRAFT +�•+ LACKdNG (FRK)'VAPOR DARRIER. ` CRANKCASE HEATERS ROOF CURD AND DOWNTURN PLENUH "/ 45 : W ALL Cite 10/3 24'"x18"CR-1 . ?000 cfm 8001 1 I 1 SEE 12 LitALL 'CAP WALL CAP'9 , � Il IF w � z _ 10/3 1Q/3„R,Q�'' 2 WALL•CAP 50 cfm °'6" GD -2 -- 6" CD-2RE(�;,re, C 13V 1�7 SO cfm . 50 cf!n F--1 , 7" CD -2• 150 cfm , F-1 7„ CD -2 1, ?„ CD -2 e, THAN 10 FT. 6 150. 4fm 6 150 cfm }� ' +�•+ LACKdNG EASE, ` CRANKCASE HEATERS ROOF CURD AND DOWNTURN PLENUH "/ 45 OUTDOOK AIR INTAKFij0AMPEK. 10/6 16"0" RG -1 10/6 _ 10/6 crlou ut:TntL $" f)IrLOLtI r, 161X8. RG -T. 8" ClalLitJC ' FLOW GELLING VISIONS BELOW CEILING 1a° co -1 18" CD -1 ?�, BUUcfm ::, la° CD -1 800 cfm -• SOU cfm ...... 20/10 20/10 II _ .. . .AC- 30/10 20/1,0 18" CD -1 1000 cfm 151x21 MODULE SP 1t( -1N W/ DAMPER AND SCOOP FLEX. DUCE, 14AX. 10 FT, RUN PROVIDE SHE£T1IETAL DUCT AS SUPPLY DUCTrTr- l REQ'D. FOR LENGTHS GREATER ,...,,THAN 10 FT � ;F�&X OUCT..SHAL�, DUCT HANGER BEAR"ll:L'.' (.1�8EL, C�115S" i. CEILING PROVIDE HANGERS EVERY qF't. ' PER MFG. 'DIRECTIONS AND CODE REQUIREMENTS. SUPPLY DIFFUSER ` DIFFUSER 'CONNECTION 'DETAIL , N.T.S. ' GAL'!. METAL, DUC14!ORK FAgIC `�.. GALY. I•IEGaL UUCI!JORK 5-1100K AND OR1YE DUCT CONNECTION. (TYPICAL) FLexusLE UL!cr cDlMtlE FURNISH WITH ON-QFF-AUTQ-HEAT-CQQL. T -STAT WITH 2 WALL•CAP THAN 10 FT. R-21 • +�•+ LACKdNG EASE, ` CRANKCASE HEATERS ROOF CURD AND DOWNTURN PLENUH "/ 45 OUTDOOK AIR INTAKFij0AMPEK. crlou ut:TntL tL7.S. E X H Fl l-1 a -T- F' Fa N e S M E 0 U L., E MARK CFh1` S.P. RPM HP VOLTAGE SONES MANUF.4MQpEI. ACCESS. F,1 70 0.1' 1500 - 115/l/60 3.0 GROAN 0675 MODEL 64 2 WALL•CAP THAN 10 FT. R-21 • +�•+ LACKdNG EASE, ` CRANKCASE HEATERS ROOF CURD AND DOWNTURN PLENUH "/ 45 OUTDOOK AIR INTAKFij0AMPEK. GENERAL NOTES • 1. I�L:F'ER To AldCiflTi�CrrUIt11L DRAWINGS LC)R N(�II3)aR of MODULES OF .SIA.[tICUS SIZES i�t)QUZ I2I:D . . :2. CO:JI7L:.^1SA`i`D DRAIN I'OR RoorTOP UNITS �nll'!,'It 'P-Tc�.P . DIt11.IrJ 'z`0 . 5PL?iSE; BL= -9 "x $" PAVIaP, BRICK. 3.- R F'ER TO Ai0iITIrCTURAL Ri:,FLCCPND CEILING PLAN FOR D:EFFUSER LOCATIONS. COORDINATE HANGING OF OUTLCrS AND IaQUIPMLTTr w/�OUSTZCAL TILE OO�rrF'�1,C.TOR, EL&CPRiCAL CO:I'rRF1C`rQR, AND PTIJi�if3ING COrfl'R�1C'itOR. 4. OOORDI,U1`1':; DIMENSIONS SV/C„T�Y.F,I7AL COiYi'itA�'i`Oii• FOR iIJCe'1TICh,I OF EQUIY.•ILVr, OP1�)zNGS, I3A.5GS, " D'.CC . ' 5. 5U,3t•1iT 5SHOPD�anlINGS FOR APPROVAL IN ACCORDANCE *,-11TH THE uxr�.�>Ezrzs .OF P�'',I�A. 1,7 OF THE "G�IERAL, ItCQUTRI�IL•:rlrS" SECTION OF DIVISION 15 SPECIFICi�'ION5. OBTAIN Al�i�ilT1,CT5 APPIDVAL PRIOR TO ORDT�RIN0 MY�iUIP- • t4Errr. SUI3i4ITI'AI5 WILL BE REQUIRED FOR I�IJOFTOP: A/C UNITS,. AIR ;IaISTRIE3tJ`i'ZCrJ ' PRI�DUCrs, FANS, FLEXIBLE DUCT, DUCT Ii`lSUI.ATION, AND DUGTDQA.EiO' (IF USED) IXQtJIPt4D�PMNi' PN DESIGNATIONSDESIGNATIONSI�ST BE I�1�F4CE� GN SUBMITTALSUBMITTALSIiELTS PRIOR TO 6. D(JC,'i %�OitK SiAC}I,, BE FAIIRICA`i'ED AND INS`.INSTALLEDLGD IN ACCORD11��1C WITH SMAC -NA LOW .. >?:�sun cvcr t�rl�tAL - cuRr�vT EDITION. a'1' corrrl�lC'rOR'S OPTION, purr - WORK hmyBr,FTI3ROUS GLASS DUG`I'E7oARD FARRICA�'f;,D; AND INSTALLED -IN r1CGORD-- Ar)C0✓ ?IIT;i CURRENT EDITION OF' SNIACZiA 14ANUAL FOR• GLASS FIBER DUG`I't30ARD. 7. DUCT SIZES .T:TDICATED `AEtN NET INSIDE DIMLr1SI0NS , 8. ROUND CUDUCTBR1LrJCIt 'i'AItE:OFF`.a TO DIFFUSERS SHALL 13E -.MADE 4•rITEI "SPIN -INS" S•rZ'i'E t Dp14PEK AND SCOOP. _ 9. aOlvrRAcroz SHALLSHALLCOORDINATE HIS WORK WITH O(IiiElt TRADES . MINOR oFFS,E'rs AND ADJUSTt4UYrS SiIAI.L DE PROVIDED SVEIERI•.', QUIRID AT NO ADDITICrlAI COST RIEco TO T! Il: WMR. - a:o . BAl.ArlcL AIRF'i.CL•75 To wz1ItI,I log or r:ICSC 91I04VrJ ON D,"Wxres . a = 11. 'r11];fttvK.1STA',CS SiIALL I3C MOUNTED 5'0" A.F.F. UrTLGSS INDICATED UrIIERS�TZSE. ' r I 1 1 r • Y \ Z F I FtE',S T Ar VIRED 7. '0 E UT DG`rtN I i ZtJ RLrUItfJ AIR DUCT SI:. r A �. 1 PI�V DE a i Wi 1360F, PWVID)a 2ND ' FIi2ESTAT IN SUPPLY UUG'i' (WIRED' SXMILAftLX) SET AT, 2 WALL•CAP I--MEA-!'IX NG,,.,�MI7 , `R X F2 C C)t�1 D XT : T C7hl x hI Q EXT. G00L'G EER HEAT Ll10 FAN MIN. CIRC. MFG a MODEL NO, WT, .UNIT CFH S, P, s6F1 ,f� W STEPS MOTOR VOLTAGE AMP. Mach , AC -1 loop . :5 (a0 7.0 10 1 �fV420Q/3/bo 43 TKArIE 9AC88506 684 •+ ARI RATING 175°F. •. . I'•? x S'i Ft i 1pa t•..) T 3G C] tV $ C t -i E n U 1.... E MARK TYPE t1i1NUF. >k . MC)AEL ACCESSORIES CA -1 E:,i~ILYNQ DIFFUSER t1ETAl. AIRF #TR RCIUND ADAPTER 7000 PCB -AB -5 -.OFF WHITE FIN. CD -2 " METAL, ACRE OFF WHITE FIN. % 0 CR -1 CEILING RETURN METAL. ATRE , _ C � R(3-1 RETURN AIR METAL-- IRE " QR I L.l. FID --RN NQTESt 1. DIFFUSER SHALL FIT 24X24 INVERTED T -BAR LAY --IN CEILINQ. 2. PRCIVIDE S(]UARE TO ROUND TRAN$ITIQN. 3, NO, FLEX. RUN TO EXCEED 10 FT. , PROr/IDE SHEETI°tETAL DUCTS A8 REQ'D. Faf3 LENGTHS "GREATER THAN 10 FT. , r • • r • ` I ` I f • V i , _` of ' r . �., f�3y'k'k �'� ...,-.:;1;.2t�7',S,t: '.�, _, P` :;kdt' .Y,,....'r+'.r •. ,- e•'n'ri,r•:...n.,-.' ...•Yns�rt.. .a.,rJ : t•Y� ` r4pr : � dna tfkti;: , I : lou P4AN Fox, PETA1L 4f P4450 IN 7F1/9 'ANSA , 1 , ' , f , 1 - \ r A S P R N , LNI: Pk. TALI. 01 , t " , T SES EN4AR64Z M L(lYE • � P �' I i I / Er FOA e7A 4 F TO � P�►N a,:.P. . 1. o r ' i list N / A . r , 5 T,L; ,Q RAE : A N D . .T FR. YE QR. T R r ' "t r� � .: - ./ -_: r ' , ,;. .', . " .• .. Z n 1. '. ,.. •D� •..:, - J 4?.',� ai ra n a aak �' � i�+•��r r CQ 11 i 3 tJ , ^ : rz W N AL' , f, 2z !P F: QM • - ' PU MP,•.',2,'GW UP ' , fB l.':0 E hl S B 1 ,r is l 4 0 , t r f , t. 5 K A IZ , , ' .v L.., _. r , r v'. f r , >• r . v r , 1 • I I ! I ir!!r LlC1P. U P 15 . - .. „ :. TAS ::::• _ .,.. _/ . ' I i' r , y e •' r , , i , a. : , e. „ , , r r . , , t ' , ,I .. - .. , r , , 1 _ Y. p R,r:�,.. a 7 il. ,•F it 't •G Qll •, pr - +'f M1 1 I , . �. ,. - ,' :' 1 :. ., ,. �� ', ., •. '1... ..._ r , ...... . 1 'y 1. :1 ,, , .. , m n • , t v v , , r. , r = , , i ', � � .� 'r 1 v , :: e •: :, , v 1. : ; • ` S: , , ; : t r,. I ; ; , ,y r : y. , , r, , , - , r , ; r l , f FLOOR PLAN - f,. ' PLUM IIV G 3/32rr_.1r 0Ir > , , , w , PLUMBING FIXTURE SCHEDULE n TYPE MFG. MODEL # FITTINGS WC -1 WATER CLOSET AM. STANDARD 2477.01.6 SEAT- CHURCH #5320.114 SIDUAL CHLORINE TEST 1L'F . TIDS OF TkIE DINES . OPS AND CLOSE ALL PLUMBING FIXTURE SCHEDULE DESIG. TYPE MFG. MODEL # FITTINGS WC -1 WATER CLOSET AM. STANDARD 2477.01.6 SEAT- CHURCH #5320.114 SIDUAL CHLORINE TEST 1L'F . TIDS OF TkIE DINES . OPS AND CLOSE ALL (P71 1,`;G HUNG) VALVES AND HYDRANTS WHILE THE 3YZTEM IS BEING CHLORINATED. 3/8" VALVE- SLOAN 4110 10' ARE PRESE11r, FLUSH OUT TIE SYSTEM UNTIL ALL TRACES ARE RC,1OVED . 2-1/2" AND UP D. AFTER 5`114RILIZING, FLUSH TREAT ,D'WATF,R FROM THE SYSToM T11RU ITS CARRIER- `LURN #Z-1212 EXTREMITIES. CONTINUL FLUSHING UNTIL SAMPLES OF WATER ARE SATIS- 1-1/4" THRU 2-1/2" FACTORY TO THE PUBLIC HEALTH AUT11ORITY HAVING JURISDICTION. REPEAT 3/8" WAS`t-3", VENT --1-1/2" CW -111 WC -2 'WATER CLOSET. AM. STANDARD 2477.016 SAME AS WC --1 BUT. -MOUNTED 18" CHECK FINAL AFUIITE'=.RAL PLANS BEFORE RCUGII-IN OF ANY PIPING. 7. INSTALL. VkESTIC WKVER PIPING WITH PITCH TOWhRD DF2A 0 VALVES. SANITARY A.F.F. FOR HANDICAPPED. UR -1 URINAL AM. STANDARD 6570.01.4 VALVE- SLOAN #180 DOMESTIC WATER PIPING (CC)PPER) SkIALL BE JOINED USING `' NG 95-5 SOLDER. (WALL HUNG) PL,UMI3ING FIXTURES SHALL BE SUPPLIED WITi;i CAROMED P -TRAPS, SUPPLIES, AND CARRIER- 2URN #ZR -1218 PENETRA'T'IONS. 10. MINOR U•iANC,ES IN A PANGI t�XNT OF . SANITARY WASTE, AND VENT PIPING SHALL BE WASTE=2" , VENT -1-1/2", Cw-3/4" L-1 LAVATORY AM. STANDARD 0476.028 FAUCET- CHICAGO #730 W/ CAPS (COUNTER TOP) FOR EXTRA OPENINGS IN TOP OF LAVATORY. TRAP- McGUIRE #8872 DRAIN- McGUIRE #155A SUPPLIES- McGUIRB #167 WASTE -1-1/4-1, VZNT-1-1/4" • Cw- 1/2"- S-1 SERVICE SINK AM.' STANDARD 7692.049 FAUCET- CHICAGO #952 w/CAPS FOR EXTRA OPENINGS IN BACK OF SINK. TRAP- AM. STD.#7798.176 WASTE- 3", VENT- 1-1/2t11., Cw-1/2,, S-2 SINK JENSEN NSJR2121 FAUCETAM. STD. #4200.010 STRAINER-- AM. STD. -�Ml.013 . TRAP-- MCGU I RE #8912 SUPPLIES- McGUIRE #167 WASTE- 1-1/2", VENT -1-1/4"', H&CW-1/2" DF -1 DRINKING HALSEY-TAYLOR BF'C-7F TRAP- MbGUIRE #8872 FOUNTAIN SUPPLY- MOGUIRE #167 (WALL HUNG) " t WASTE -1-1/4 VENT-1-1/4"CW-1/2 H$--1 HOSE BIBB CHICAGO 387 VACUUM BREAKER- WATT'S. 8A CW- 3/4' CO-1 CLEANOUT ZIIRN Z-1400-2 INTERIOR FLOOR CO -2 CLEANOUT ZURN Z-1445-1 INTERIOR WALL W/ ACCESS COVER CO -3 CLk'ANOUT Z URN Z-1420-27 , , EXTERIOR GRADE WEi,-1 £N WA,`1`ER.. FIEAT'E� TE1lRMAR'1P99245 7, 0 W 2 8/ 1 6.OV .� r .Q AC nrr•nmrc . cU•Z 2xcG.l C)OWN 4 _ s FD ► up +.t ` ,QG ,. Pr-.,e.,.-h•�xxxr, , r .; t.N,y,„ . „ �.�, .1. ,. � r d'xw�'t,�'���• TKAP PXIMEK EMPLOYEES TOILET PLB G. PLANT M EZZ . P��Gr FWaK PLAN. 1/4 S FOK 02N77 SEE PGl3C;• CABINETEi.00R PLAN, OWG. M5-1 (BY OTHERS) ST-► � I lya S• �c I C u 'Al C• I I/Z PUBLIC TOILET PLUMBING " PLAW IV FLR. 1/2' STOP VALVE 1/4'� 1t O•• 3"yTK jl� 'LOOK �Z Z 2 P&T RELIEF VALVE 1,114 co M Flo WATER HEATER ,(WH -1) DETAIL 5 1 z I 3 N. T. S. 114 ��•I I I Int, L: �.( , u ' , • T'HE •'DRAFJINGS BY MANUFACTURERS NAME AND I � 3 ALL EQUIPMENT AND MATERIALS SPECIFIED ON , � r .CATALOG NUMBER SHALL NOT BE SUBSTITUTED UNLESS WRITTEN APPROVALS ARE OBTAINED FROM W�,� I , I •� �-tom THE ARCHITECT -ENGINEER AND J. BYRONS. l•I �/c /t pF p ALL FIXTURES SHALL'`BE WHITE. " yi: 3 I. .FIXTURES MFG. BY KOHL.ER, ELKAY OR ELDER MAY BE CONSIDERED 'ALTERNATIVES. DRINKING FOUNTAINS MANUFACTURED BY OASIS OR HAFTS MAY BE CONSIDERED ALTERNATIVES. WC � ,"' 3/4" q' `'' �•I • TAAP PRIMER (TP -1) SHALL. !3E EQUAL !O PRECISION PLUMBT 'r ' f ,, NG PRODUCZ S OREGON'�r MODEL #1. �� �., Wc. W iz cw To. ` 3/I�'/ VPly�`� 1%4 i IL0000) 11p) • 5T gip, I A`�E .-�' �r I �z�� I j � Wc.o J, l c G E N E R A L NOTES �u �,� �° '° PR,, �P� z -; 1. BEFER TO , SITE MECHANICAL PLAN-S11T. C-•5 FOR PLUMBING OUTSIDE. BUILDING ! Jt)Io acr I �,. 3Fp I T AND FOR METERING RCpUIItEML;I�rS . �;, 3• w Wc•I 2. SUBMIT SHOP DRAWINGS FOR APPROVAL IN ACCORDANCE WITH THE REX,IUIRF",1ENTS '/z Wc2 OF PARA. '1.7 OF,,THE "GEIIERAL REQUIRF;MF:N`rS" SECTION OF AIVISTON 15 s•, Z„6 � SPECIFICATIONS OBTAIN ARCHITECT'S APPROVAL PRIOR TO ORDERING ANYle p P p� EQUIPI`1E11T . SHOP DRAWINGS WILL BE-' QUx.ItED FOR PL(l'+IE}ING, FIXTURES AND 1, P I TRIM, I-WlER HEATERS, PUMPS (IF REQQI ) FOR PROJECT) , AND INSULATION. PLUMBING FI?CrURE PLAN DESIGNATIONS M(:iVI' BE MARKED ON SUBMITTAL SE1F..1,`Ta S , PRIOR TO REVIEV BY ARMITECT/ENG.IOEER. 601qP 3. TPOVIDE TWO BOUND AND INDEXED MID s.IAINTEN CE � �, '_ INST . �Uc*rzONs Booxs . �qox ,, � l�� P SHALL, INCLUDE PARTS LISTS, INSTRUCTION BOOKLET'S SUPPLIERS PFIONG,"NU►"4RERS AND ADDRESSES,AND. INDIVIDUAL EQUIPM A' GUARANTEES' ALL IN SEPAl?ATE SECTIONS. SUPPLY PIPING ISOMETRIC 4 : P t :ING ; C ONTRA�I'L' R 'SHALL CALL FOR AIA[ •` INSPECTIONS s BY LOCAL OFFICALS NT S WFILIJ RF UIItED. DO NOT CCVM- ANY 14ORK UNTIL APPROVED.. . 5 . DCS IE5`.['IC WATER PIPING SYSTEMS SMALL BE FLUSHED AND 'STERILIZED IN ACCOR- DANCE WITH REQUIREMENTS OF LOCAL BUILDTNG/1fEALTH DEPARIMEl`TT OFFICI.AJ S . , IN THE-, ABSF,NSE OF LOCAL REQUIREMENTS, THE- FOLLOWING PIDURFS SiIALL BE ': SANITARY ,DWV PIPING ISOMETRIC FOLLOWED AS A MINIMUM RI QUIREM£Hr— NTS A., FLWHOUT THE ENTIRE WATER SYSTEM. .r MAX. SPAN. 6' 3/811 .j 4 c —3/8111 t- 1-1/4"rNv DRAIN FILL TIN LINES Sif-WLY.AND APPLY TIIE AGENT AT. A RATE, i11ilCH WILL PUBLIC TOILET PLUMBING " PLAW IV FLR. 1/2' STOP VALVE 1/4'� 1t O•• 3"yTK jl� 'LOOK �Z Z 2 P&T RELIEF VALVE 1,114 co M Flo WATER HEATER ,(WH -1) DETAIL 5 1 z I 3 N. T. S. 114 ��•I I I Int, L: �.( , u ' , • T'HE •'DRAFJINGS BY MANUFACTURERS NAME AND I � 3 ALL EQUIPMENT AND MATERIALS SPECIFIED ON , � r .CATALOG NUMBER SHALL NOT BE SUBSTITUTED UNLESS WRITTEN APPROVALS ARE OBTAINED FROM W�,� I , I •� �-tom THE ARCHITECT -ENGINEER AND J. BYRONS. l•I �/c /t pF p ALL FIXTURES SHALL'`BE WHITE. " yi: 3 I. .FIXTURES MFG. BY KOHL.ER, ELKAY OR ELDER MAY BE CONSIDERED 'ALTERNATIVES. DRINKING FOUNTAINS MANUFACTURED BY OASIS OR HAFTS MAY BE CONSIDERED ALTERNATIVES. WC � ,"' 3/4" q' `'' �•I • TAAP PRIMER (TP -1) SHALL. !3E EQUAL !O PRECISION PLUMBT 'r ' f ,, NG PRODUCZ S OREGON'�r MODEL #1. �� �., Wc. W iz cw To. ` 3/I�'/ VPly�`� 1%4 i IL0000) 11p) • 5T gip, I A`�E .-�' �r I �z�� I j � Wc.o J, l c G E N E R A L NOTES �u �,� �° '° PR,, �P� z -; 1. BEFER TO , SITE MECHANICAL PLAN-S11T. C-•5 FOR PLUMBING OUTSIDE. BUILDING ! Jt)Io acr I �,. 3Fp I T AND FOR METERING RCpUIItEML;I�rS . �;, 3• w Wc•I 2. SUBMIT SHOP DRAWINGS FOR APPROVAL IN ACCORDANCE WITH THE REX,IUIRF",1ENTS '/z Wc2 OF PARA. '1.7 OF,,THE "GEIIERAL REQUIRF;MF:N`rS" SECTION OF AIVISTON 15 s•, Z„6 � SPECIFICATIONS OBTAIN ARCHITECT'S APPROVAL PRIOR TO ORDERING ANYle p P p� EQUIPI`1E11T . SHOP DRAWINGS WILL BE-' QUx.ItED FOR PL(l'+IE}ING, FIXTURES AND 1, P I TRIM, I-WlER HEATERS, PUMPS (IF REQQI ) FOR PROJECT) , AND INSULATION. PLUMBING FI?CrURE PLAN DESIGNATIONS M(:iVI' BE MARKED ON SUBMITTAL SE1F..1,`Ta S , PRIOR TO REVIEV BY ARMITECT/ENG.IOEER. 601qP 3. TPOVIDE TWO BOUND AND INDEXED MID s.IAINTEN CE � �, '_ INST . �Uc*rzONs Booxs . �qox ,, � l�� P SHALL, INCLUDE PARTS LISTS, INSTRUCTION BOOKLET'S SUPPLIERS PFIONG,"NU►"4RERS AND ADDRESSES,AND. INDIVIDUAL EQUIPM A' GUARANTEES' ALL IN SEPAl?ATE SECTIONS. SUPPLY PIPING ISOMETRIC 4 : P t :ING ; C ONTRA�I'L' R 'SHALL CALL FOR AIA[ •` INSPECTIONS s BY LOCAL OFFICALS NT S WFILIJ RF UIItED. DO NOT CCVM- ANY 14ORK UNTIL APPROVED.. . 5 . DCS IE5`.['IC WATER PIPING SYSTEMS SMALL BE FLUSHED AND 'STERILIZED IN ACCOR- DANCE WITH REQUIREMENTS OF LOCAL BUILDTNG/1fEALTH DEPARIMEl`TT OFFICI.AJ S . , IN THE-, ABSF,NSE OF LOCAL REQUIREMENTS, THE- FOLLOWING PIDURFS SiIALL BE ': SANITARY ,DWV PIPING ISOMETRIC FOLLOWED AS A MINIMUM RI QUIREM£Hr— NTS PIPE HANGER SCHEDULE A., FLWHOUT THE ENTIRE WATER SYSTEM. .r MAX. SPAN. 6' MIN. ROD DIA. 3/8" 13. 11` TMDUCIa CHLORINE OR A SOLUTION OF CALCICrI 'OR SODIUM EfYP(x':IIARITE, FILL TIN LINES Sif-WLY.AND APPLY TIIE AGENT AT. A RATE, i11ilCH WILL STEEL PRODUCE 50 PAI -US PER W14ION OF rr MQRINE AS DLT'ERMINED: BY A RE- 6' SIDUAL CHLORINE TEST 1L'F . TIDS OF TkIE DINES . OPS AND CLOSE ALL 3/4 1" VALVES AND HYDRANTS WHILE THE 3YZTEM IS BEING CHLORINATED. 3/8" C. AFTFR 24 HOURS TEST FOR RESIDUAL MIORINE . IF • MORE ' THm 5 PPM , 10' ARE PRESE11r, FLUSH OUT TIE SYSTEM UNTIL ALL TRACES ARE RC,1OVED . 2-1/2" AND UP D. AFTER 5`114RILIZING, FLUSH TREAT ,D'WATF,R FROM THE SYSToM T11RU ITS 1/2° EXTREMITIES. CONTINUL FLUSHING UNTIL SAMPLES OF WATER ARE SATIS- 1-1/4" THRU 2-1/2" FACTORY TO THE PUBLIC HEALTH AUT11ORITY HAVING JURISDICTION. REPEAT 3/8" FLUSHING IF SAMPLES TAKEN DAILY. OVER 'TILE NEXT TIRE DAYS INDICATE 4' THAT ITIE QUALITY OF THE WATER IS NUr BEING MAINTAINED. DO NOT CAST IRON DRm SAMPLES FROM IiYDRANTS AND UNSTERILIZED 110SE. 6. CHECK FINAL AFUIITE'=.RAL PLANS BEFORE RCUGII-IN OF ANY PIPING. 7. INSTALL. VkESTIC WKVER PIPING WITH PITCH TOWhRD DF2A 0 VALVES. SANITARY SU+qM WITIIIN BUILDING SHALL BE INSTALLED WITH SLOPES AS FOLL0r1S : 10' q.. & LARGER 1/ 8"/FT 3" AND UP 10' LENGTHS 21t & 3't1 1/4 "/FT. 8. DOMESTIC WATER PIPING (CC)PPER) SkIALL BE JOINED USING `' NG 95-5 SOLDER. 9. PL,UMI3ING FIXTURES SHALL BE SUPPLIED WITi;i CAROMED P -TRAPS, SUPPLIES, AND STOP.? SEE SCHEDULE. PROVIDE CI1FisUML: PLATED ESCUTCI-iE)NS AT ALL WALL PENETRA'T'IONS. 10. MINOR U•iANC,ES IN A PANGI t�XNT OF . SANITARY WASTE, AND VENT PIPING SHALL BE � MADE IN ,ACCORDANCE WITH REQUIRF.2NUTTS.OF LOCALr PLUMBING AUTHORITY'HAVING JURISDICTION OVER PH)JECT AT NO ADDITIONAL COST. PIPE HANGER SCHEDULE TYPE -- COPPER « N PIPE BIZE 1/2" THRU 1-1/2” MAX. SPAN. 6' MIN. ROD DIA. 3/8" 2" AND UP STEEL 1/2" 6' 3/e" 3/4 1" 8' 3/8" 1-1/4" THRU 2" 10' 3/8" 2-1/2" AND UP jo, 1/2° PLASTIC 1-1/4" THRU 2-1/2" 4' 3/8" T' AND UP 4' 1/2" CAST IRON 2" AND 2-1/2"* 5' LENGTHS g' 3/8" 3" AND UP A 3' LENQTHS 2" AND 2-1/211* 10' LENGTHS 10' 3/S" 3" AND UP 10' LENGTHS SPRINKLER NOTES 1. REFTR TO "AUrOM TIC SPRINKLER SYS E24 ISEUDION OF DIVISION 15 SPEC:IFIC'ATIONS. 2• SPRINKLERS .IN PUBLIC AREAS SHALL°'$Es STAKWW - CEILING PATYrEf2N PLUSH TYPE AUTOMATIC SPRINKLER AS MANUFACTURED BY STAR SPRINKLER (,X)RP . b=M' A FE C05SED FLUSH SPRINKLER AS MANUFAUrURE:D BY CENTRAL SPRINKLER CORP. 3. SPRINIUE:R HEADS IN FINISHED AREAS SHALE BE PVRNISIIEQ WITH SPLIT CEILING PLATES,. (TO ALJ-aq REPLACEMENT OF DAMAGED CEILING TILE; WITHOUT REMOVAL OF' SPRINKLER HEAD., A T�" Na 0034071 rn .0'% STATE OF! 0 R I ............. . ....... -T P ... ... A WA A rm .... ...... I 4- ... ....... 9 . ....... . ................ ............... 04 REVIS10 1. 9 KI :9 X1 9 N K� 6 x6 N K 4­;.­+---t---J P/_�= 14112 WeA4-WN rN r 14/ J C -7. ...... ..... K .... ...... .......... ... ........ 2 N 18 1?-' 8/5 16 �6 �45 �FM (T rp 80 CFN of 7 �49 N1 . ........ . T, qx9NK . . ....... .... ....... ....... ....... ... .... . ... 0 X�4 IF 48 Z40 C FM ING VA Y 4/ .... ...... 14 1 12 14 K -1 11 n I I frz Ix 21(12 ....... .... -7 let . . ..... I I K 0 F 14 �9_ N. .. ....... .... t M ?_4 A j4 0 2 R /10 6 /16 FF A� .... ... .. ... .. . ........ ON F ovi ....... ...... . .... ....... ...... 10'/3 Dour .... ........ . ............ op ro ROOF'CA P tPEN N *,Vc -0 _cFr4 WALL CAP 14 .... 12 I 70 -44 P. io 6-6 NK.' F 74 Ftj 0 I OD CFP1 4, kj( A '375C F M rw ... . ...... N 4 6 -.40110 ....... -40110 DWN e 9/10 2 211?- 78 4 0/10 V p 7. SM 450CFM u P Q 1016 .36 x36 RAG Ito "o NIN 2 K; RAG .... ..... 77ff IFF I -6 NK 7 0 0 F M11 44 2 -WAY 4 7.,6, . .. ....... .... 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A I U 9 'N 1� ....... ..... . .... 816 ..... ....... .. .... ..... . ...... EPT OAT E.: Y rj HT-� a GENERAL NOTES 1. SUU-UT SHOP DMI,INGS. FOR, APPMVAL IN ACCORDANCE WITH T1ic REQUIR04EDIrs QF, PARA. 1.7 OF THE "QENERAL,R1 QU'IRF�UITS" SECTION OF DIVISION 15 SPECIFICATI.CNS. OBTAIN, AiilEIEG'I'S APPROVAL,PRIOR TO 0.'2DCRING ANY EQUIP- &NUIr. SUBM.I'ITALS WILL DE REQUIRED F0,R IAJOVrOP A/C UNITS, AIR DISTRI- BUTION PRCDUM'S I FANS, FLEXIBLE DUCT, DUCT INSULATION, AND DUCI'BOARD „ (IF USED) . EQUIPMENT PLAN DESIdNATICUS MUST BE MARKED ON SUBMITTAL f SHEETS PRIOR `110 REVIEW. 2. PROVIDE TrIO BOUND AND INDEXED MAIUIENANCE AND INSTRL&I(kIS BOOKS, BOOKS SHALL INCLUDE PARTS LISTS, INS`1'RUCTION BOOKLE7rS, SUPPLIERS PHONE N131MERS ' AND ADDRC.SSES, AND INDIVIDUAL EQUIPE4E1Ir GUARANTEE -S, ALL IN SEPA ATE'SEcv. Ict1S. 3. REFER TO AFCIEITECrURAL REFLECTED 4; CTS CEILING PLAN FOR DIFFUSER LOCATIONS. A/C UNITSCNEDULE t10. TC rAL CAP. Bwrl SEMS. CAP. BTLIH TC kL' q-,-1 O.A CFI•l QF. DUMB � T :AT . ECM-STEPa EVAP : FAN: E1P WL'PAC� ; MIN. 1RCl?IT AE,�a UNIT 1n7. LAS EFJt C,%RRI ER CAT. k AC -1 291,700 209,000 920: 920 76.5' /64.5 ' 55-2 7 1/2 60/3/'do ,'t Ivo '° 0 �,;ry 3850 ,F,....: ,ry 8'.7 «,+'(,.�q,'y`'... 50DF02R ' AC -2 291,700 209,000 9220 920 .76.5/64.5 55-2 7 1/2 60/3/60 100, 3850 8.7 50DF'028 AC -3 AC 295,000• 214,000 10,0(30 1000 ?6.5/64.4 55-2 17 1/2 60/3/60 100 3850 8.7 54DF028 FC --4 295,000 214,000 10,0.00 1000: 76.5/64.4 55-2 7 1/2 =60/3/60 100 3850 8.7 50DF028 AC -5 147,000 128,000 5125 220 76.5/64.4 30-2 ;, 3 60/3/60 55 1470 8:2 SODP014 COORDINAT , ry EEANGING CL' OUPLE,Ta'AND .CQUIP1dI.�dr t1COUaW TICAL TILE CUTI'RACT03; , E ELECTRICAL C XITRACTOR, AND PLUtIEIINQ CZ I RACTOR . N TES: 1:` PROVIDE FACIVRY MA.'�UFArvIUFZED ROOF CUFL6, ADJUSTABLE (0-25$) CUTS DE AIR DWER AND FIVE YEAR Ca -(PRESSOR 4. CCX7RDINATE DIPIENSIONS W/GUIERAL CO[�TrRACTOR ICER LOCATION, OF E QUIPMrr, _ I' OPENINGS, BASES, ETC. WAR1�N1'X 2 PRO11DE ELECI'FONTIC;ROOM THERMQSTATS -AT L0 • 'ZTO�\S SHCyr7N '),��^�Sp6TATS SHALL HAVE `Lti' AA7is7a'"�F.NT ' s. WC>'•IORK .�FiA�L BE FADRICATE� ArID Irl.,rALzs.D xN ACCo:UA>CE `ivzx�E 'S.�IA C ElJ:I -ONLY AND SHALL 'HAVE, LOCKING 0DVER. PRESSURE DUCT MANUAL - CURR[Nr EDITION. . 3 PROVIDE CARRIER R Cb-=L)?AIEL, FOR r i UNIT II`STAI,LEti IN SERVICEOFFICE. 'ALL CG�ll'RQL p o . DUCT 51iES INDICATED ARE NET INSIDE DIMENSIONS. ALT. SUPPLY A.°iD RLTUR1 SHALL BE?. 24aJI�TE7� > I7 i�.: � I �i1�UFCE. 1>i�Ls I GUCT•.ORFC SHALL E31;., LINED MIM 1" `i'f tIC1(, ]. 1/2 LE3.Ol;ISITY, NEOPRL2`iE COATED FIBCTLASS MAT FACED FLEXIBLE DUCT latIGR. 4., trNITS SHALT, BE E9A*gUFACTURtD BY CARE= CQRPQ.rtATIaq NO SUBSTITUTIONS WILL BE. ALLOWED. 7. PROVIDE FLEXIBLE;. CONNECTIONS WHERE •DUCTS CMIE CT TO ROOFTOP UNITS. PORTIONS OF UMTS VISIBLE THEOUGH GRILLES AND ROISTERS IN FINIa10) AREAS FAN S CNEDUL E NQ . .:. SHALL .0h, PAIVIED FLAT BLACK. I IIP .. 9. INSTALL OPPOSED BLADE , DN-IPEPS WIT11 DLADES ' HORI20NTAL . PENN. NO. OU`rL1aT # 10. VANED E L,E3CX'IS SHALL BE DOUBLE VANED ON 1" CENTERS. 31.5 0.25 11. CC:iITRtACE R SHALL COORDINATE THIS 1DRK WI` II C ITHER TRAD S .`-' MINOR OFFSETS- FFSETSAND 120/1/60 Z-'10 ANDADJUSTMENTS SIIAL.L BE PMVIDM 'TATER( REQUIRED AT NO ADDITI00AI. COST eEF-2 315 TO TETE O'.e R . 1./10 I20/l/60 12, i1Ai.AXCL: AIRFLCkIS TO WITIJIN 10% OF TI -10S : SHOM ON DRX,1ING.S I Com'- 3 13. 1111 CZ!NI)STATS saALL Fir; :•X)UNI'ED 5'0" A.F.F. U.^iLGSS 1."IUICNIED Ur.'IEMVISE. 0.20 1/10 � 14. PEoVIDL; FIRESTAT (WIRED TO 911Vr, DOWN UNIT) IN RETURN AIR DUCT SET AT Z-18 � 10 -FR ' 1300F.. PROVIDE 2ND FIItj-,STA.rr IN SUPPLY DUCT (WIRED SIMILARLY) SET AT 3/8"A. 175°F. 15. EQ1UIR4IW ' FU1t 4ISHE0 SUALL BE 'GUAIWITE,EU FOR A PERIOD OF ONESYEAit FIU 1:7ATE OF ACCEPTANCE. . FREE SERVICE FOR ONEYEAR INCLUDING FILTERS S:iAL.L. BE INCLUDED. C_L AN FILTERS FQR FINAL INSPSU.VION,.AND CIWIGE EVERY 300AYS FROM t<V1TE OF OPENING MR CLUE YEAR (13 CIMGES) . CCMPRE SSOR SHA. INCLUDE FIVE (5) YEAR WARRANTY 13Y MANUFACrURLR. • SERVICE SHALL INCLUDE REGULAR r f INSPECTIONS,LUBRICATION,AND PREVENTIVE MAINTENANCE PROCEDURES. 16. BRANCH TAKE -OFFS TID REGISTER,S AND DIFFUSERS SHALL BE MADE WITH I RADIUS TAPS. AIR"�DISTRIBUTION `i0 b 1. CEILING SUPPLY DIFFUSERS SEIALL BEADJUSTABLE LOM -R. FACE"TYPE EQUAL` CARNES TYPE KA.' DIFFUSER FRAMEaS ' SHALL BE DESIGNW, FOR LAY -IN OR FLAT CEILING FS RE- QUIRED. SEE ARQiITECTURAL DWS. DIFFUSERS FOR FLAT (SEEE,TRO ECIC) CEILING INSTAL- I,IYI'ION z;1iALL, 1-iAVE:, FOAM EulBBER GASKur. PROVIDE OPPOSED BLADIa DAMPER FOR ALL 1)IFF'(5ERS . FINISH SHALL BE BALD F.I`IAt4EL. NECK SIZES AND THR04 SHALL BE AS INDICATED ON THE `DRAWINGS . THRgel SHALL BE FOUR --WAY U'vLT�Ss INDICATED OTHEMSE . 2. SUPPLY REGISTET;S SHALL BE UOUBLC DEFLECTION TYPE EQUAL TO CARNES #6821 AEI. i PROVIDE OPPOSED BLADE DAMPER. 3. RETURN REGIST[SRS SHALL BE 112"x 1/2"x 1/2" ALUMINUM GRID TYPE. PaDVIVE OPPOSED ' BLADE DAMPER YLU'VTING FRAME: SHALL BE PS 'K)QUIRED FOR INSTALLATION LWATIOo . FAN S CNEDUL E NQ . .:. Cf. lei S.P. IN. W: G. IIP .. ELECTRICAL PENN. NO. OU`rL1aT # CSF -1 31.5 0.25 '1/10 120/1/60 Z-'10 s,C-20 eEF-2 315 0.25 1./10 I20/l/60 `L-10 C-20 Com'- 3 170 0.20 1/10 � � 120/1/60 Z-18 � 10 -FR ' NOTE: PhWIDE SPE D CONTROLLER IIITD. ON FAN HOUSING AND SET FOR INDICATED CFI~(. i SPIN -IN W% DAMPER AND SCOOP FLEX. DUCT, I1AX. 10 Ft. RUN PRUYIUE $HEETIIETAL DUCT AS SUPPLY DUCT , C . REO D. FOR LFNGTHS GRFATFR � -~ �. T RECTMIIJULAR DUCT IIA(; eER SCHEOULE t1AX:_yALF'QF DUCT PERMETER,. 4, FT. SPACING 8 FT. SPACING STRAP ROU STRAP ROC) 72" 1% 22GA. 1/4" 111x `22GA. 1/4" 9G" 1"x 22GA, 1/4" 1"x 20CA. 1/4" 1201, 1"x 22:A 1/4" 1"X 18GA• 3/8" IGull 1"x ICG.A. 7/0" 1"x 16cA, 3/8" 19?'' 1"x IMA. 3/8"A. 1/2" A:JGLE SCHEDULE DUCT DIA. ' ` LEN STH SIZE UP THRU'10" 1"AI'W/ 8" 19" THRU 24" 1-1/2"x1.1/2"xIGGA. 25" THRU 30" OfIE 1"x I0A. 31 THRU 36'. 1-1/2"xl-1/2"x3/16" 37" NMI 42" 1-i/2"x1-1/2"x1/4" 43" THRU 48" 2"x2"x3/16" 49" THRU 54" 2''x2"xl/4" 55" THRU 60" 2 -1/7."x2 -1/2"x3/16" ROUNU DUCT 11AW)ER`SCHEDULE DUCT DIA. ' ` STRAP HANGERS IM I1.1UI1 SPAC IIIG UP THRU M. ONE 1"x 22GA. 12 FT. 21, THRU 36" ONE I IOCiA. 12 FT. 37" THRU 50" OfIE 1"x I0A. 1?. FT. 51 'THRID 60" TWO I "x'I8GA. 12 FT. PROJECT NO, 104 , a I, ,"'„ , k ii j 3/4�•Gkd f //c"HW .h��/z" j DOWN. S Z KIN IYsI, PRAIN . 770 3"N0 3`W DOWN, DF- I, KUN ly4" DbAAIN Plev up To 3„ ND i , kl , 3W I t I , 4 r � k t' I r r1 , il,, I t: r r 4/4" CW DoWN' I ..... ,I /45-) J; II_ ................ 1 I. I I ' AIS / '.tea I• - PLUMBING' FIXTURE SCHEDULE D&SIG. TYPE DESCRIPTION' CLY1I IECT70N SIZES, 10• 1/2" STEEL' W V 01 HW . fc C-1 WATER CLOSET AMERICAN STA ARD "CAD6`T" 210.8.408 ';FLOOR 10' 3/S" 2-1/2" AND UP 1G' 1/?" PLASTIC V&N'1'ED, ELONGATED BOWL, VITREOUS CHINA 4' 3/e" 3" AND UP 4' 1/2" CAST, IRON TOILET', SEAT BEIEKE MODEL 527 COM- 1-1/2"x I6GA. 3/S" 3" AND UP 5' LENGTHS BAIL VALVES SHALL BE APOLLO 70 OR EQUAL BY JE;FiICINS, CRANE;, OR POWELL . ` 2" AND 2-•1/2"* 10' LENGTHS' MERCIAL GRADE IfCAVY DUPY 'SOLID HINGE, IN- 3/S" 3" AND UP LENGTHS 1b" 1/_" f 'rATxAIIZE/ViI 7. TE;GRAL MOLDO,D BUMPER. PROVIDE CHROME WA`TE;R 4„ 211 1 1/2" - 20GA. INSULATION SHIELDS AT HANGERS. SUPPLY PI1'INQ''WI`ri•I KEYED STOP, CFIROME MLTAL 8. INSULATE RIOT WA`IER AND DRAIN CONNECTIONS Ali LAVA`T'ORIES . IN, ISTtYLJ_ ATION CSCUrCFTEON PLATE. : DOMESTIC WATER PIPING SYSTEMS SHALT, BE FLUSHED AND STERILI2E.p 'IN .ACCORDANCE MGTALAIRC/Cc-S L-1 LAVAd`ORY, AMERICAN STA1,1DA.RD 'LUCE, RNE" , o356.015 4A, 2. CFM. AS 5' y N, ON DRAWING. ABSENSE OF LOCAL, REQUIREMENTS, THE FOLLOWING PROCEDURES SFTALL BE F'OLIf. WED 3. INS'TALT, ABOVE EGG(_?,A'T'E CEILING BE,CWL:W LIGI1'1'S . HUNG 20"x 1811 SIZE, VI'T'REOUS CHINA LAVA`.PORY AS A MINIMUM REQUIREMENT: TEST CODE 106222 NTD ASIIPAC 4368 -, "DIF.EVSER IRFLCh 1 AND . SMID I WITH. WALL HANGER, 8" FAUCLT CENTERS. . OPEN A. F L,,USHOUT THE ENTIRE WATER SYS TEM . * 41-0" SQUARE WHITE', MARLITE PANELS 'AROUND DIFFUSERS ('T'YP.) . LJ1MIf11YI`L; MARLITE '10 -SWPIONS OF 3/801 'I'LY4'WD. , B. INTTODUCL; CHLORINE; OR A SOLUTION OF CALCIUM OR SODIUM HYPOCJUAum, GRID STRAINER DRAIN. CHICAGO 409-E12 "TIP- 1 4 1/" 1 1/4 1/2" /f Z 1/21' TAP" FAUCET WII`H CLEAN-OUT PLUG AND 17 GAUGE DUCE 50. PARTS PER MILLION OF CHLORINE AS DETERMINED BY A RESIDUAL, DRAIN TO WALL, KEYED ANGLE STOPS, CHROME METAL IIYDW".rS 141-IILE `TETE SYSTEM IS BRING CULORINA'ED. SUPPLY AND:r�y�TE ESCUTCHEON PLATES.. C . AVIER 24 HOURS' TEST FOR RESIDUAL C 1LORI NL , . I F MURE THAN ' S PPM ARE, S-2 STINK ELKAY " LUSTMONE" LR -1720 18 GAUGE''T^YPE 302 Pfi Erfr, FLUSH OUT THE SYSTEM ' UNTIL AEI. TRACES ARC REMOVED. D. AF.PER STEfULIZING, FLUSH `TREATED WATER 'FRIU1 THE SYSTEM THRU ITS NICKEL BEARING STAINLESS STEEL SINK, SFjF- r . , T T: T 1 £:fi RF MI TES . CONTINUE FLUSHING UNTIL SAMPLES OF WATER ARE SA'TIS- RII`7.MING, UNDERSIDE Ox SINK TO 13E FULLY UNDER-- FACTORY TO.TIIE ,PUBLIC HEALTH AU 1.10RTTY HAVING JVR:ISDICI'TON. RE- ,COAED, THREE .FAUCET HOLES. ELKAY LIS -2200 DICATE TRAT `i'FTF; QUALITY OF `PRE WATER IS NOT . BEING ' MAINTAINED.- DO DELUXE TWO JI; LADLE DECKMOUNIT CAST BRASS F AUCE`r .. NOT DRAW SAMPLES FIM HYDRANTS AND UNSrLRIL.IZED HOSE. i 10" SWING SPOUT WITFI SMVEL AERATOR. 3/8" INLETS 1 1/2" - 1/2" '1/2 11. , PLUMBING FIXTURES SHALL BESUPPLIED WITHCHROMED P -TRAPS ; S U_ PPLIES AMD STOPS WITH KEYED ANGLE STOPS. ELKAY LK=99. DRAIN OU' W..P. SEE SCHE;DULC . : PROVIDE CH.RC.ME PLATED F �CRUTCIlE0I�1S AT ALL WALL PT 1L'TRATIONS . I HEAVY GAUGE STAINLESS STEEL. STRAINER PLATE WITH 12. .. MINOR CHANGES IN ARRAN=4ENT Or SANITARY WASTI; AND VEav PIPING SHALL BE E N1AD MC7VEABLE LIPTr UI' KNOB AND NEOPRENE STRAINER. TION OVER PR0.71CT'..AT :NO ADDITIONAL ' COST. , 1 1/2" C 1A=, ;:,17 ,GWGc'. TAILPIECE. INSTALL' CHROME 5 _ CAST BRASS' : ' WI 'FI �'�'� � C�.,EAN C)UT . 17 GA(iG'E DRAIN TO WALL. (mtoE ME`T'AL, SUPPLIES AND WASTE ESCUTCH- EON PLATES. DF- 1 DRINKING FOUNTAIN I �` r 1 r r iALaEY TAYLOR �Vf 18A-� 1 WALL MOUi iZT D I'EC'� RTC r�ArER COOLER. , VNIT .HATED AT 8,8 G..P.H . OF 50 DEGREE C. f.1 . % ,TATER AT 80 DEGTL L.W.T.' 1/5 [I.P. 0X0D1PRESS OR 120 OM. 1-,112'k TAILPIECE, / 3 811 , S,UPF LX, COLIJR` 1 1/4" - .1/211 AS SELECMD',BY ARCHITECT. MOUNT' P-4 ON 3/4" PLY- WOOD END PANEL. S-1 MOP BASIN FIAT MT B-2424 12" HIGH MOLDED STONE: MOP SERVICE BASIN WITHA830-AA SERVICE Finaun, CHROME PLATED WITH VACUUM BREAKER, INTEGRAL STOPS, ADJUSTABLE . 'MALL BRUCE;, PAIL HOOK AND 3/4 " ' HOST; THREAD. DRAIN BODY SHALL BE FI C`EORY INSTALLED STAINLESS 311 „ 1 1/2 1/211 1/211 S'T'EEL 4302 WITH CGMBIMrION DOME; STRAINER AND LINT BASKET. PROVIDE E -77-A1 VINYL BUMPER GUARD. T'D•-`l FLOOR DRAIN JOSAM 3000347A-50 'YWO PIECE BODY WlM DOUBLE DRAINAGE FLANGE, SLASHING COLLAR WEEPHOLE.S, BOMOM OUTILT.'INSIDE CAULK C'ONNECTION AND AD- 3" 1 1/2" - - iJUSTABLE SqIN NIKALOY ROUND SUPER--FLO STRAINER. 1/2" TRAP PRIMER CONNECTION. HB -1 HOSE BIBB JOSAM 71950-80 FLUSH TYPE WALL HYDRANT, ALL, BRONZE CONSTRUCTION MILD CLIMA'T'E TYPE wren , VACUUM BREAKER - 3/411 _ TP -1 TRAP PRIMER PRECISION PLUMBING PWDUCTS MODEL P--1 OREGON #1 TRAP PRIMER VALVE WIVI VACUUM BREAKER AND MODEL - - 1/211 - 1 DISTRIBUTION UNIT FOR (3) FTMR DRAIN 'MAPS. vVFi-1 WAT.SR'HEA`T'E;cR LOCFIINVER EJC -020-E 1.500 WATT, 20 GALLON CAPAC..- If1'Y ENERGY SAVER ELECTRIC WATER 11-MX1ER, 120V -1.Y. TEMPERATURE AND PRESSURE RELIEF VALVE, GLASS - - 3/4" 3/4" LINED TANK, U.L., LISTED. LOMTE WPAT;R HEATER ABOVE SERVICE SINK. PIPE HANGER SCHEDULE TYPE COPPER PIPE SIZE 1/2" THRU 1-1/2" MAX. SPAN 6/e" M:iN. ROD DIA.' 2" AND UP 10• 1/2" STEEL' 1/2" 6' 3/8" EXTERIOR GI2ADE 4 " & LARGER - 1/8"/1-T. 1/4" 1--1/4" THRU 2" 10' 3/S" 2-1/2" AND UP 1G' 1/?" PLASTIC 1-X1/4" THRU 2-1/21" 4' 3/e" 3" AND UP 4' 1/2" CAST, IRON 2" AND 2-1/2" 5' LENGTHS 1-1/2"x I6GA. 3/S" 3" AND UP 5' LENGTHS BAIL VALVES SHALL BE APOLLO 70 OR EQUAL BY JE;FiICINS, CRANE;, OR POWELL . ` 2" AND 2-•1/2"* 10' LENGTHS' 10, 3/S" 3" AND UP LENGTHS 1b" 1/_" +� HANGERS SHALL BE LOCATED AS NEAR.HUBS AS POSSIBLE. j • GENERAL PLUMBING No,rES 1. REFER T "SITE: 0 aI11a fIEC_FIANIC.AL PLAT`! SF1`r. C-5" FOR PL(.E1I3INC (XYTSIpC BUILDING AND FOR METERING REQUIRE 1W- I'S . 2 SUBMIT SHOP DRAWINGS FOR APPROVAL IN ACCORDANCE WITH THE ''REQUiE'tDENTS. OF PARA. 1.7 OF THE "GENERAL, REQUIImN]wrs,, SECTION OF DIVISION 15 SPECIFICATIONS S. ' OBTAIN ARCHITECr'S APPROVAL PRIOR TO ORUF,RING ANY EQUIPMENT, SHOP DRAWINGS WILL BE REQUIRED FOR PLUMBING FIXTURES AND 'TRIM, `KNIM HMKZERS, PUMPS (IF REQUIRED TOR Pf�7EC`I') , AND INSULA`T'ION . PLUMBING FIXTURE PLAN DESIGNATIONS MUST BE MARI-LED ON SU13MI`Y.VAL SCHEL`T'S PRIOR TO REVIEW BY A1011TEC:r/ENGINEER. CLEANOUT SCHEDULE CO -1 ZURN Z-1400-2 INTERIOR'FLOOR CO -2 ZURN Z--1445-1 INTERIOR WALL,w/ ACCESS COVER CO -3 ZURN Z'^1420-27 EXTERIOR GI2ADE RECTAN-JULAR DUCT 11AWtER SCIIEOULE (W. P,ALF Or DUCT PERVIETER 3. INSTALL DCMES`PIC> WATER PIPING WLTH PITCH TOWARD DRAIN VALVES. SANITARY SEWERS STRAP ROU STRAP Vx 22GA. 19" WITHIN BUILDING SHALL BE INSTALLED WITH SLOPES AS FOLLOWS: 1"x 2ZCIA. 1/4" 1/4„ 96" 4 " & LARGER - 1/8"/1-T. 1/4" 1";c 20GA. 1/4" IZU" 211 & 3" - 1/4 "/ET. 1/4" 1"x 180A, 3/e" 4. DC:MESTIC WA`T'ER PIPING (COPPER) SHALL BE JOINED USING 95-5 'SOLDER. PIPING 3/0" VlX I6 A. 3/8" 19?'` SHALL BE 'TYPE "L" ABOVE GRADE AND TYPE "K" BELOW GRADE. 3/8" 1-1/2"x I6GA. 1/2•' 5. BAIL VALVES SHALL BE APOLLO 70 OR EQUAL BY JE;FiICINS, CRANE;, OR POWELL . REGISTER TITUS/272-FSS 6. GATE VALVES SHALL BE JENKINS 1200 OR EQUAL BY CRANE OR POWELL. f 'rATxAIIZE/ViI 7. DOMESTIC WATER PIPING SFIALL BE :INSULATED WITH 1" THICK FIBERGLASS, PROVIDE Sm., Nam 3 C RETUP1,1 H&C-T&B/C'RE--500 20GA. INSULATION SHIELDS AT HANGERS. LAY -IN "T" BAR- 8. INSULATE RIOT WA`IER AND DRAIN CONNECTIONS Ali LAVA`T'ORIES . IN, ISTtYLJ_ ATION 9. DOMESTIC WATER PIPING SYSTEMS SHALT, BE FLUSHED AND STERILI2E.p 'IN .ACCORDANCE MGTALAIRC/Cc-S WITH REQUIRDNrS OF LOCAL BUILDING/EIE:ALlTI-I DEPAREMENT OFFIC.IAL&. IN THE I. FIf'ISTII SHALL BL 'BAKED OFF-M-11TE a1AMEL - ALL zTVETIS 2. CFM. AS 5' y N, ON DRAWING. ABSENSE OF LOCAL, REQUIREMENTS, THE FOLLOWING PROCEDURES SFTALL BE F'OLIf. WED 3. INS'TALT, ABOVE EGG(_?,A'T'E CEILING BE,CWL:W LIGI1'1'S . AS A MINIMUM REQUIREMENT: TEST CODE 106222 NTD ASIIPAC 4368 -, "DIF.EVSER IRFLCh 1 AND . SMID I A. F L,,USHOUT THE ENTIRE WATER SYS TEM . * 41-0" SQUARE WHITE', MARLITE PANELS 'AROUND DIFFUSERS ('T'YP.) . LJ1MIf11YI`L; MARLITE '10 -SWPIONS OF 3/801 'I'LY4'WD. , B. INTTODUCL; CHLORINE; OR A SOLUTION OF CALCIUM OR SODIUM HYPOCJUAum, FILL, THE LINES_ SLOWLY, AND APPLY THE AGENT AT A FATE, WHICH WILL PF10- DUCE 50. PARTS PER MILLION OF CHLORINE AS DETERMINED BY A RESIDUAL, CHIARLNE TEST AT ENDS O.P. TETE LINES. OPEN AND CLOSE ALL VALVES AND IIYDW".rS 141-IILE `TETE SYSTEM IS BRING CULORINA'ED. C . AVIER 24 HOURS' TEST FOR RESIDUAL C 1LORI NL , . I F MURE THAN ' S PPM ARE, I Pfi Erfr, FLUSH OUT THE SYSTEM ' UNTIL AEI. TRACES ARC REMOVED. D. AF.PER STEfULIZING, FLUSH `TREATED WATER 'FRIU1 THE SYSTEM THRU ITS r . , T T: T 1 £:fi RF MI TES . CONTINUE FLUSHING UNTIL SAMPLES OF WATER ARE SA'TIS- FACTORY TO.TIIE ,PUBLIC HEALTH AU 1.10RTTY HAVING JVR:ISDICI'TON. RE- PEAT FLUSHING IF SAMPLES TAKEN DAILY OVER TfiE NEiCI TFIREE DAYS IN- DICATE TRAT `i'FTF; QUALITY OF `PRE WATER IS NOT . BEING ' MAINTAINED.- DO NOT DRAW SAMPLES FIM HYDRANTS AND UNSrLRIL.IZED HOSE. i 10 . CHECK FINAL ARCHITECTURAL PLANS BLFORC M I O LAN UGIIN FANY PIPING. t 11. , PLUMBING FIXTURES SHALL BESUPPLIED WITHCHROMED P -TRAPS ; S U_ PPLIES AMD STOPS SEE SCHE;DULC . : PROVIDE CH.RC.ME PLATED F �CRUTCIlE0I�1S AT ALL WALL PT 1L'TRATIONS . I 12. .. MINOR CHANGES IN ARRAN=4ENT Or SANITARY WASTI; AND VEav PIPING SHALL BE E N1AD IN ACCORDANCE: WITH T UIRLI4LNl'S OT' LOCAL PLUMBING AUTHORITY `HAVING,, JURISDIC- TION OVER PR0.71CT'..AT :NO ADDITIONAL ' COST. , RECTAN-JULAR DUCT 11AWtER SCIIEOULE (W. P,ALF Or DUCT PERVIETER 4 FT. SPACING 8 6'T. SPACING STRAP ROU STRAP Vx 22GA. 19" 72" 1"x 2ZCIA. 1/4" 1/4„ 96" 1"x 22GA, 1/4" 1";c 20GA. 1/4" IZU" 1-1/2"x1-'1/'l"xl/4" 1/4" 1"x 180A, 3/e" 16u" 1"x JCGA. 3/0" VlX I6 A. 3/8" 19?'` 1"x lErik; 3/8" 1-1/2"x I6GA. 1/2•' MMLE SCIIEDULE DUCT DIA.: LENiTII SIZE UP IfIRU 10" 1 "x 1 "x 1 8" 19" THRU 24" 1-1/2"x1-1/2"x16GA. 25„.TNRU ]0i' 1-1/2"xl-1/2"x1/0" 31" TURA 36" 1-1/2"xl-1/2"x3/1,6" 17" lllkll 42" 1-1/2"x1-'1/'l"xl/4" 43" THRU 40" 2"x2"x3/16" 49". THRU 54" 2"x2"x1/4" 55" TURV 60" B R0,06 DUCT IIAKER SCHEDULE DUCT DIA.: STRAP HANGERS 11AXIMUN SPACING UP T11RU 26" ONE 1 "x 22GA A2 FT. 27"'TNRU 36" ONE 1"x 18C,A, 12 FT. 37" TNRU 50" ONE )"x IVA. 12 FT. 51"TIIRu 60" TWO 1"x' i8GA, 12 FT" ..,W.. .k;'M/kVTrf•w AIR ,R'Mia +....r .w 1•-:kC4Jr'•Mx'F}. 7 ri:R R i �i•. u.. DISTRIBU,T1GN SCHEDULE MARK FUNCTION MFGR./MODI'L M',l; NECK PAN U- REMARKS A CEILING H&C-T&B/DME-4 15"DLN. 43X43 ONE PIECE DIFFUS ,IJ, TITUS/`I'MS-3. * SVGLE?ED CONST. DIETAEILIRE/M-15 4 WAY `I1 ftr ow B SUPPLY II&C-T&B/'TG47 20"x 6" ;aIZai OPFOSED REGISTER TITUS/272-FSS BLADE DMPR. f 'rATxAIIZE/ViI Sm., Nam 3 C RETUP1,1 H&C-T&B/C'RE--500 416"x 46" LAY -IN "T" BAR- GPJLLE TITUS/50=-MFR IN, ISTtYLJ_ ATION MGTALAIRC/Cc-S NCyI'ES: I. FIf'ISTII SHALL BL 'BAKED OFF-M-11TE a1AMEL - ALL zTVETIS 2. CFM. AS 5' y N, ON DRAWING. 3. INS'TALT, ABOVE EGG(_?,A'T'E CEILING BE,CWL:W LIGI1'1'S . 4. EQUIPMENT SHALL . CX)VFORM TO ;'.f QUIRE:MUITS OF AIR D ,FFUSION COUNCIL, TEST CODE 106222 NTD ASIIPAC 4368 -, "DIF.EVSER IRFLCh 1 AND . SMID PERFOFtMAZJCF. RATINGS. " * 41-0" SQUARE WHITE', MARLITE PANELS 'AROUND DIFFUSERS ('T'YP.) . LJ1MIf11YI`L; MARLITE '10 -SWPIONS OF 3/801 'I'LY4'WD. A/C -'EQUIPMENT SCHEDULE G-ENERAL,,„ N.VA,C. NOT ES 1 SUBMIT SiIOP''DRAWINGS FOR APPROVAL IN 'ACCORDANCE WZTII THE RE*UIRp PT'S OF PARKA, ` ' Q SECTION OF DI,�VISION 1.5 SPECI.F:ICA`T�Q� S , ; OBTAIN - 1 � of `IITa "GL�JERA.L Rt; UIRr;�Ttµ�ms'� ST�c ' ARCHITEC'�S, APPROVAL, PRIOR TO. ORDERING ANY EQUIPI"11"ilr SUBMITTALS WIT;;: .BE REQUZRF.D 'FOR ROOFTOP A/C UMTS, `AIR, DTVI"RIBMION Ply©DUCTS, FANS, FLE=IE DUCT, Qwr If15ULaioN AND DLC rBCARD (IF USIV . 'EQUI�T •PLAN DEGIGIATIONS 'MUST BE MARKED CM SUBbUT-VAL SHEETS PRIOR' TO REVIEW 2. REFER `FO ARC ; 1URAL RF 'LF;CTED CEILING •R;&I FOR' DIFFUSER: MaN..17zOY1S . COORDINATE FLANGING :OF QV4, 1GTS AND EQUIPMENT W/ACCUS`rICAL TILE CONTRACTOR; 'ELECTRICAL CO.^!`i'RAC- TORI.,AD PLU24BINC1 %WiNTRACEOR. 3. CCC)RDINATE DIf IStONS .'rJ/C;LNTaRAL CQ1Nr'VRACT'0R EOR.LGGAT;ION or EQUIPW"N.C, OPENINGS, BASES, L:rC. 4. C'ONPRACrOR •SH11LL COORDINTA`.[`E 'HIS WCfRK WITH C7t'FIER'`ti"2ADFS . MINOR OFFSLVS AND AIQTUSTMEDfTS $HALL' BE; PROVIDED WHERE R2QUIRED N.V'NO .ADDITIQNAL COST TO `11LC, OWNER. 5. DCLV RYSHALL BFABZICrAr' F'O A< D INqTALT:D -IN 1CCQRDANCE WIT_FI SMAGNA LO",1 ?RL,SS UFG D)UTT t%NUAL - CURRENT EDITION 6. SUPPLY DUCTWORK SHALL BI; L D WITH 1" `T TICK , 1' 11 2 LB . D 4SI`. Y ` COATED FIBERGLASS S INE I � / LC ELAS DUCT. LINER. RLL'URN DUCT SHALL"LTE LIFiF,D WTfI 2" `TIIICK LINER. INSTALL IN ACCORD-- ANCL i ITH SM ACNA STANDARD$ 7. DUCT' SIZE;a, INDICATED ARE NET INSIDE D:MENSIONS . 8. ROUND DUCT BRANCH TAKFOEVS TO DIFFUSERS S.IIALL BE MADE STTI`TII "SPIN -INS" W.LTFI, DAMPER AND SCOOP. 9. PROVIDE 'PVC'(Y)NVENSATE DRAIN •FOR FgOFTOP UNITS WITH P -TRAP. DRAIN TO SPLASH BLOCK - 141tx 8".;PAVER BRICK, 10 . BALANCE AIR THIN 10% , OF FLCI,!l, TES "INDICATED ON PLANS. rWUk AND RECORD BL=S R AMPS ACID BLOWER NAMEPIAl'E AMPS . RECORD ' BLOWER SPEEL20'•'wML SUPPLY CEM., 'CEVI AT. EACZI OUTIZr AND INTAKE ADJUST. OUTSIDE °AIR CTM TO QUANTITY SFIO;rTN. RECORD H AI'ER AMPS ON '£ACH STAGE;.' :.SL"T CLOCK FOR'`PWPf R OCCUPIED HOURS. CLEAN OR REPLACE FILTERS PER MPGR' S INSTRUCTIONS.; ADJUST ` fI17JW :OF ALL REGISTERS. TO PROVIDE LVPN .QpVF;RAG+; WLT]I NO DRAETTS . ! LORD cCxl1PRE;aSOIt AMD' CONDENSER FAN AMPS... C!LECK ,, REFKGL•RANT' CHARGE AND P? bPER`OPERATION OF SAFETY :CONTMI.S . FILL IN "POST STARUPS INSIT.PZCTION "REPOFT" 'OR EACi POF`TOP AIR CONDITION NG UN 11. TF MIOSTATS SHA14,,' BE MQUI`T E- D '6-0" A . F . F . . 12. PROVIDE FIR, -SIAL (,FIRED TO .sw DUN.N 'UNIT) IN RETURN AIR DUCT Sell AT. 1.36 F. f , r' o PRDVIDElf4L)•FITtCaTAr ,IN SUPPLY.DUCT (WIRED SIMILARLY) ..SET AT '175 F. 13 19M. , T1UVr ONLY SPECIFIED 11ANUFA.CT oS OR INDICA`.['ZA4`r4,R"1A`I'L;S ,'TILL 3E ACCEPTABLE. SPIN -IN W/ DAMPER AND SCOOP FLEX. DUCT, .MAX, 10 FT. RUN PROVIDE ;SHEET14ETAL'DUCT AS SUPPLY DUCT ti REQ D. FOR LENOkS GREATER THAN JD FT.s FLEX. DUCT SHALL DUCT HANGER BEAR U.L. LABEL;'CLASS 1. PROVIDE HANGERS EVERY '4VT. CEILING PER MF'G. DIRCCTION.5 A, •.LT CODS REQUIREMENTS. SUPPLY DIFFUSER - 'DIFFUSER CONNECTION DETAIL N.T;S. FA@RIC FLEXIl:LE DUCT COWICGT1011 UCTAIL N. T. S. 'GALV . METAL ` DUCRIORK GALY . 14E TAL i-^ DUC1WORK S-HOOVAUD DRIVE DUCT CONNECTION. (TYPICA) MIN. CIRC. SUPPLY DUCT 'TURNING DOWN TOTAL O . A E.S.P. EVAP . ; NOT. MIPS EL . HT . UNIT NO. CFY-1 CFM IN W. G., FAN H TctIS ELECT CAL CLNG H ' '1'N S' RI / G I..J LE3a. EE MAVUF'ACTURT?,R/MODEL NO. . RETURN!LXHAUS'T DUCT TURNING UP AC_1 5200 520 0.50 3 14 208/3/60 77/95 18 2130 8.6 TRA.'VE/SACC-C146 - .' L - ELBOW WIM TURNING VANES .v tom. -O 11wir. r1.. ,, k. ,, ,. r..,. - ^n7'•a.'r.4.1 �:....- .----,....-- -.» .... AC -2 4800 480. 0.50 5 11 208/3/60 69/79 14.6 2090 8.4 T.ANF,/S.,jCq-C116 OR RAD.' THROAT TAKE -OFF WITH SPLITTER M T _ _ DAMPER AC --1/ 5200 520 0.50 3 12.5 2U 8/3/60 81/81 14 1470 CA,'zRLER/50DP-014-5�T AC -2 I TEE WITH SP1,,ITTER DAMPER i SQUARE TO ROUND TRANSITION RICINS : 1. NOTE THAT IF TRANE UNITS ARE ,SELEC`X'FD, TWO F.M(E TRICAL . CIRCUITS IVILL, BE REQUIRED PFR UIVT`t' . ® TNEOIOS'TAT (5',0" A.F.F.r) 2.,ADJUSTABLE (0-23$) OUTDOOR AIR ''DAMPER IS RE; UIRED. -17 3. PROVIDE Ea00F CUA BY UNIT MANUFACTURER. FLEXIBLE Duc r 4. PRDVIDE 2 STAGE. • ODOL 2 STALL HEAT I7 Ri+105T BY UNIT f'iA�1UP' T - IE AT AC URCR. PFOVIDE �INNUA.L HHEAT/COOL SELECTOR AND "Cali-AUrO" FAN SFYITUI. SPIN -IN WITH DAMPER A ND -SCOOP FAN SCHEDULE FAN SPEED 'CONTROL DIFFUSER CEILING SUPPLY ' r; R MARK CE14 5 . P . .RPM lip ELECTRICAL MANUFACTURER f sODEII# NOTES USE -------r =-- ii9 r,EILING-RETURN DIFFUSER -1 75 . J.5 1550 1/125 1.20/1/60. GRE.+ ^CA SP --8 1, 2, 3 'EF -2 400 .25 ._050_ 1/1.5_ 120/1/60 GRFL1H.ECK � SP -50 1 , 3,4 EF -3 1100 .1.75 860 l/12 120/1/00 CPENiECK C -140_C 1;2 5 'EQUIPMENT E N T id E S IEGTRIC LENIT M1 kJVERS SIJALL BE U,L. ;LI i2tiD .'IORIZ�(TAL UNIT HI:A`TiR S 1 ,: ...r rr`II'I:1 , t N T MOUNTED -UIF �EF VJOS'i PX WALL T NC7T'E.� . 1. FaQUIVALEN'T FANS E Y ACTvTF OR CC C)1< WILL >3Ta ACDF' ABLE ,, , BFACKO- R, . AND DISCONNECT SINU TC H EQUAL TO A ., 2. P.I�VIDE FAN SI��-ED S�llt'C'H..NIOIJ.�J7.ED O.d UiJIt , SLT IFOR SCiiTaDUL1aD CFM.OI'�:�X #'KU -H-1.0-8; ; 10 KriV 208V�,3PIi-o01IL., ' :EQUITTAI.,._T�'L'�fT UNITS BY TRAi�1E OR 3. PROVIDE WALLCAP­ #wL SP , 'TILL , BE PCC:,^.:PTABLE 4. PROVIDE WALL, .MC UNTED SOI. CD Sl%TE SPEED COW RO L . 2 . s -1 , ELECI.2IC tJATa ITL ATl;RS : r ,, T , � `� L SF "BE; U.L, .., S �Dr'V ,I'lT' .T T T'� -5. PI37VIDE .ROCK ..1J.R13 F1.Af.K.DFIA.F.. .. ER ' BIRD.,C N DISCON:IDCI c'1ND rV MT'D . STAT . 'SHALL ITL WALL HEYATE IFI STEEL S"IP . _ , RFS , AUL' HOUSING `BAKED IAMLL ' RI , • . ► �•` G LLE, ASID ':ENTEG;Rt'1L ,'11I231-44C6TAT L;�UAL, `r0 Ca Rt0:1ATAY 2 , #I1 5022, 125,0 WA`T'T,$', 120V--iPff_-60H'L .EQU CVA E- r UNZTS f3Y NUTODiE, BRCk'uN, OR SINGER WILL BE :11CCE1P`rABLr, . j A1,3o$` WATER HEATER A -(o 1. 9 KW, 208/1 A-5 Pl_c; 3/4",2116 1'SLEEVE AT 'ONN A CEILING FOR g TEL HONE CO.-) F 2 I iwlrl JNIT 20 U&k+ F 1 2 F A 8 „Gp F I i a F j A F • PRODUCT � i A ITEM CONN F 1! TOP T cin I 08/ L DESCRIPTION F t F tai SHEILDING REMARKS r Z O 4•4 IF A F x r ' Z 0 w w H rr E-1 O W FINISH Wtn XaH J �W F• I � EaW � I Q 2 a ar +-1 z a u cn E+ x H to DU�xzA a F' 2 H Az ckw QH COMPANY CATALOGUE 3 0 E4 Z W tY. F H z ;NUMBER A a F3 p x11 3 wvH) Ww xw 2 A * 2 3 3 '-6" ?A" LONG X 4" WIDE F F F WOOD GRAIN `!'RIM LI`T'HONIA WB -220 UP AND DOWN LIGHT B 1 1 15 3 BRONZE ['INISIi F A-io F DIR, POLYCARBONA`T'G LI'T'IiONIA `i'WP 1505 C IS EE 2 2 75, CONNECT ARCH. WALL EXIT SIGN -"' SEC° IGtiT I S (TYP. 20 x 62 MODULE WHITE FINISH �III 5L�_ EVE, AT I CSI L j LICA FOR TEL�YHO MF� CO. i t A -(n WATER HEATER A - q KW,208/1 1' SLEEVE A`I' 3/4',2#6 CEILING FOR A,9--- ELEYtiONE CO.) R , =am A-a ,A•2 _ A1,3o$` 1'SLgEVE AT 1. CEILING FOR Pl_c; T'ELEPtIONE CO. 'ONN 'C" 001 F 2 I J TOP JNIT 20 F F 1 2 F 2 F I i a F F PRODUCT A • Fg 3 2 F F .g 3 3 2 F A•10 F F CONNECT EXIT LIGHT ,SITGN — c s OVER DOOR MODULE 25 x x;62 20�� 3 �•A� �� �) Kw� ATER HEATER KW,208/1 1"SLEEVE AT CEILING FOR TELEPHONE CO.---- e ,WITS w' r A c.. ll (710-) J EXIT LIGHT OVER DOOR 30' x 62'MODULE- SCA 1. SLAV �A-r Cf�ILIQ& FOK rt_LErll0tJ r CO. j� WATER HEATER 1"SLEEVE AT q KW,208/1 CEILING FOR � 3/4", 2116 1'E1 O. ,I eu+w�T`� fir' c rG, ' C, $ y++ VVL'I( J ARC ALL--_- -- k x82 ' M'ODULE 15 ,5777: 7; 3/32" = 11-0 If locil 10 .3 rdp C-1 3 � s' C-'% 9 II F F a F i F- F F r F F F r (j® F, F F F p .7 a F F F F F C F I' 5 3 0� 2 9 7 6 I I Ff I _ �3 2 F� F � �4 �A �. + Y I' a ;,� F3 F F F7 7 F ► �� F r Ftl �� F 3 . 9F ,II i 6-l3 F F I F F F F F Ij 3 ¢ a F 5 F WATER HEATER 1"SLEEVR AT KW,208/1 CEILING FOR 3/4"2#6 TEL.CU. . I J i `N 1 `T 'A' 7 y f1 ' rrC u C J J CONNECT j EXIT SIGN q .,LIC11'1' SEE OVE a.Relr-ern :sex. ,_uooR rYP 2-0'x 82' M 0 D U LE*- GCAI_� ' 3/,3-, it = I -O'' 'WATER 119ATER q KW, 208/,1 'N'3/4 -206l 3/4"2NG-I 1 c\ / I 25'x.82MODULE- L I G H T I N G F I X T U R E S C H E D L E 1'SLgEVE AT 1. CEILING FOR Pl_c; T'ELEPtIONE CO. -MOUNTING 'WATER 119ATER q KW, 208/,1 'N'3/4 -206l 3/4"2NG-I 1 c\ / I 25'x.82MODULE- DATE */2,/Z SHT. ` L I G H T I N G F I X T U R E S C H E D L E 1. AM Pl_c; -MOUNTING MANUFACTURER'S ? H PRODUCT A ITEM cin DESCRIPTION tai SHEILDING REMARKS Z Z O TYPE, MATERIALS A x 0 w w H E-1 O W FINISH Wtn XaH �W MOUN'T'ING � EaW WW Z Q w a ar +-1 z a u cn E+ x H to DU�xzA a F' 9 H Az ckw QH COMPANY CATALOGUE 0 E4 Z W tY. U H z ;NUMBER A a x11 3 wvH) Ww xw A * 2 F2( '-6" ?A" LONG X 4" WIDE WOOD GRAIN `!'RIM LI`T'HONIA WB -220 UP AND DOWN LIGHT B 1 15 AS BRONZE ['INISIi DIR, POLYCARBONA`T'G LI'T'IiONIA `i'WP 1505 C 2 75, EXPOSED LAMP WHITE FINISH LI'T'HONIA C-296 D 2 7 EXPOSED LAMP COLD WEATHERCOLD TEMPERATURE BALLAST LI`T'HONIA UN 296 CW DAMP LOCATION IE 121 4C STATIC TROFFER WHI`T'E FINISH LITHONIA 2 GT,240 F h 4 40 LrrOooA 2 GT 440 wHrm fW15 `t DATE */2,/Z SHT. ` •�.�h,110W R.. ..^1` .rt-:r•+-..� 3 '-....s.. ..: r:.. � ._ .:..: �.. r.. ,. ,.. ,.n. , _y.•.. .. ,..... —... .. - .. ., �__ -. . ,.. . .. - _ .X � .*�% .� �. I : _ _ r I r I. ,r i I I ' SII I .i I y ' I III F. t; -1 .. v.1 ,. a �f • .'Y' tN.I ,.. .'• .. .'. ., , ...,.. yr C r I I a I ! 1 `r. a ..s:a 1 . . MODULE Z� Mt~lilUl�E� Z7 � MODULE G� P�i�117ULE �� r WAL=MAIt'I' � 9EPT. STO E r n; • 0 r ro , DRUGS '*1 (191 J) _ , �H ,r .. . Y: .. : v W . -. DC .. r 'HOPS ": r' :.- •,..fir Wl. e TI POWER kGH NG A 1 ! t :G �E , - 11 3/32 , < .. .. ". ..v. to . t 4 . .. v v • -:- .• a .v :. „ . 67 t -A TSS" • r,+,. �+,' 1 •/ - Mry 77 , f 1 ! f , w r .. a .va aa��,,pQ.. O� - .._.. ... ____. ,... _....._•-_. �_.-. ... _.-..... _. .. � / J f,.. '{� w...,....».....w.... .,...,,.,.. ....,..ww.,uc o.»....w.w..m».»:... .wwv, w ....., n........v ....... L=- ..... ..., mq�,.,y,,� n ry.... m' ..J �n ... » ,.«w«. tf Ed LpmP. cz ------ - M: --- MODULE 31 DATA' :�� — s�,