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1089 Atlantic Blvd 15-CNEW-1297PROJECT INFORMATION OWNER ASH PROPERTIES 7880 GATE PARKWAY SUITE 300 JACKSONVILLE, FL 32256 TEL: .904-992-9000 CONTACT: GABE BOEIMAN ARCHITECTURAL DESGIN/BUILD STRUCTURAL A ANTIC S LF STORAGE STINARD ARCHITECTURE, INC. STEEL & METAL SYSTEMS 322 EAST MAIN STREET 505 MAIN ST CARTERSVILLE,GA 30120. BLACKSHEAR, GA 31516 TEL-. 770-425-7400 FAX: 770-425-7444 TEL: 888-820-0309 FL REGISTRATION NO: 16999 FL REGISTRATION NO.54419 ARCHITECI OF RECORD: SCOTT STINAR-D ENGINEER OF RECORD: GREGORY S. BARIFEILD PE 1089ALTANTIC BLVD A T 950 NORTH POINT PKWY, SUITE 11 L IL PLU11-11BING, MECHANICAL & ELECTRICAL :MARSHALL AND BOLLWERK ENGINEERING, INC. A9' -A C BEACH FL 1`2233 375 ALPHARETTA, GA 30005 TEL: 678-795-033.3 FAX: 678-795-006-3 jMECHANICAL ENGINEER OF RECORD: J. lvIf.CHAEL JONES FL LICENSE NO. 49582 ELECTRICAL ENGINEER OF RECORD: A.C. MARSHALL. JR. Fl. LICENSE NO. 2 110 1 BUILDING CODE SUMMARY ABBREVIATIONS GENERAL NOTES 1. THE BUILDING DESCRIBED IN THESE PLANS SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE FOLLOWING CODES: AT FC FIBER CEMENT oc ON CENTER 2014- 517H EDITIONFLORIDA BUILDING CODE -BUILDING ABV ABOVE 2014 -5TH EDITION FLORIDA BUILDING CODE - PLUMBING FD FLOOR DRAIN OD OUTSIDE DIAMETER 1. GENERAL: NOTES AND DETAILS INDICATED ON DRAWINGS APPLY TO ALL SIMILAR CONDITIONS. DO NOT SCALE 111 2014 -5TH EDITION, FLOR] DA BUILDING CODE - FUEL GAS ACOUST ACOUSTICAL FE FIRE EXTINGUISHER OPP OPPOSITE DRAWINGS. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IN CASE OF 2014 -5TH EDITION FLORIDA BUILDING CODE- MECHANICAL A AFF ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABIN T PLCONFLICTING REQUIRE NIENTS FOR QUANTITIES OR QUALITY LEVELS, COMPLY WITH THE MOST STRINGENT PLATE REQUIREMENT" 2014 -5TH EDITION FLORIDA BUILDING CODE - ACCESSIBILITY ALUM ALUMINUM FF FINISH FLOOR PLAM PLASTIC LAMINATE 2014 -5TH EDITION FLORIDA BIALDING CODE..- ENERGY CONSERVATION ALT' AU.-ERNATE FG FIBERGLASS PLYWD PLYWOOD CONTRACT DOCUMENT AND FIELD CONDITION REVIEW: THE GENERAL CONTRACTOR SHALL COMPARE THE 2-114-51711 EDITION FLORIDA FI REPREVENTION CODE 2012 EDITION NFPA 1011 ANOD ANODIZED FIN FINISH PNL PANEL CONTRACT DOCUMENTS WITH EACH OTHER AND THE FIELD CONDITIONS, AND REPORT ANY INCONSISTENCIES. 2012 EDITION LIFE SAFETY CODE AP ACCESS,PANEL FLR FLOOR PLAT PAINT ERRORS, OR OMISSIONS TO THE ARCHITECT BEFORE BEGINNING THE WORK. VERIFY DIMENSIONS AND FIELD 2010 ADA STANDARDS FOR ACCESiIBLE DESIGN ARCH ARCHITECTIJRAL, FOC FACE OF CONCRETE PREFIN PREFINISHED CONDITIONS AND NOTIFY THE ARCHITECT or ANY DISCREPANCIES BEFORE BEGINNING THE WORK. WHERE DETAILED INFORMATION IS LACKING, REQUEST INSTRUCTIONS FROM THE ARCHITECT. BD BOARD FOM FACE OF MASONRY PT PRESSURE TREATED 3 BLDG BUILDING FOS FACE E 0 F STEEL/STUD/SLAB PVC POLYVINYL CHLORIDE SPECIAL INSPECTIONS: THE OWNER IS RESPONSIBLE FOR PROVIDING AN INSPECTION AND TESTING AGENCY APPROVED IN THE STATE WHERE THE PROJECT IS LOCATED TO PERFORM ALL SPECIAL INSPECTIONS AND OCCUPANCY C LiUSS) F1 CATION: CONSTRUCTION TYPE: BM BEAM FRT FIRE RETARDANT TREATED QTY QUANTITY FURNISH ALL REPORTS FOR THIS PROJECT IN ACCORDANCE WITH THE STATEMENT AND SCHEDULE OF SPECIAL NON -SEP ARAI ED MIXED OCCUPANCY (308.3): TYPE II B (T 60 1) CABT CABINETFT FEET QT QUARRY TILE INSPECTIONS - SEE STRUCTUR AL FOR SPECIFIC REQUIREMENTS. GRCIU? BUSINESS i,304p 1) [BUSINESS (NFPA iO 16. 1, 11)) 1130T BOTTOlvi GA "JAUGiE R 4. FIRE SPRINKLER SYSTEM: DESIGN OF FIRE SPRINKLER SYSTEM .IS RESIDENTIAL (_- 10. It) [ONTE AIND TWO FAMILY RADIL S. RISER BUILDING IIEIGH'r: CEM CEMENT GALV GALVANIZED RD ROOF DRAIN IS THE RESPONSIBILITY OF THE GENERAL DWELL.ING(NFPA 101 24A.1.1)] CONTRACTOR. THE ENTIRE BUILDING IS TO BE FULLY SPRINKLERED IN ACCORDANCE WITH NFPA 13, AND ALL PROPOSED 35' 3 STORIES C.1 CONTROLJOINT Gyp GYPSUM RP -NF REINFORCEMENT GROUP S-1,'vIODERATE HAZARD STORAGE (311.2) FEDERAL. STATE AND LOCAL ODES. SURMIT SPRINKLER SYSTEM DRAWINGS PREPARED,BY A CERTIFIED (11, CENTERLINE, CLOSET FIB HOSE BIBB fI-Qi:) REQUIRED SPRINKLER CONTRACTOR TO THE FIRE MARSHAL FOR APPROVAL, AND OBTAIN A SEPARATE PERMIT FOR TIIE: [STORAGE (NFPA 101 6.1:131] ALLOWABLE:C i G CEILING HC I . HOLLOW CORE REV REVISION FIRE SPRINKLER SYSTEM. COORDINATE SPRINKLER SYSTEM WITH SURROUNDING CONSTRUCTION. FIRE PROTECTIO',,N, SYSTEMS: TABULAR(T 503) 55'12 STORIES C1,R CLEAR HDWD HARDWOOD RO ROUGH OPENING SPRINKLER INCR (504�?) 20'/ 1 STORY 5, FIRE ALARM SYSTEM: DESIGN OF FIRE ALARM SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CNTR COUNTER HDWR HARDWARE RIl ROOM CONTRACTOR. PROVIDE A LIMITED FIRE ALARM SYSTEM FOR DUCT SMOKE DETECTORS, ELEVATOR, AUll-(__)l'vfATIC SPRINKLER c\ 5T E?I (903.2.9) NI PA 11 TOTAL 75'/3 STORIES NOT REQD CMU CONCRETE MASONRY UNIT HGT HEIGHT SAP SELF -ADHERING FLASHING EMERGENCY OPERATION, AND SPRINKLER SYSTEM SUPERVISION IN ACCORDANCE WITH NFPA 72, AND ALL PORTABLf:'PIRF E?TINGUISHERS (906.3) PROVIDED CO CASED OPENING 1-11\4 HOLLOW METAL SC SOLD CORE FEDERAL, STATE AND LOCAL CODES. SUBMIT FIRE ALARM SYSTEM DRAWINGS PREPARED BY A CERTIFIED t BUILDING AREA: FIRE ALARMt DETECTION SYSTEM 007.2) ELEVATOR r'OL COLUMN C CONTRACTORTO THE FIRE MARSHAL FOR APPROVAL, AND OBTAIN A SEPARATE PERmlITFOR THE FIRE ALARM HOR HORIZONTAL SCRIF-D SCHEDULED PROPOSED: SYSTEM. COORDINNTE FIRE ALARM SYSTEM WITH SURROUNDING CONSTRUCTION SPRINK CONC CONCRETE HP HIGH POINT SF SQUARE FOOT IST FLR 26.745 SF CONT CONTINUOITS HR i 101- R SiNi Sll"�IILAR 6. FIRE EXTINGUISHERS: PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH THE FIRE MARSHAL'S OCCUIPANTLOAD: 3RD FLA 26,745 SF REQUfREMLN"I'S. PROVIDE MINIMUM SIZE OF 2A 1013C, AND MOUNT WITFI TOP OF HANDLE MAXIMUM. 48" ABOVE IABLE 1004,1.1: 2ND FLR 26.745 SF CPT CARP ID INSIDE DIAMETER S/S STAINLESS STEEL FINISH FLOOR INSEMI-RECESSEDCABINET PROJECTING NO MORE THAN 4'' FROM WALL, INCLUDING HANDLE. IST 1-1,R BUSINESS: 956 GSF @ 1/100 10 TOTAL AREA 80,235 SF CT CERAMICTtLE IN INCH STD STANDARD 7, FIRE BARRIER IDENTIFICATION: PROVIDE PERMANENT SIGNS OR STENCILING ON ALL 'FIRE AND/OR SMOKE I STFLR WARE14OUSE: 24.557 GSF (op 11500 49 DBL DOUBLE ENT INTERIOR STL STEEL RATED BARRIERS ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. IDENTIFICATION TO BE" IN IST FLR RESIDENTIAL-: 1.232 GSF Cey 1/ 200 7 ALLOWABLE: 17,500 SF DEMO DEMOLITION lNSUL I I NSUbATION STN STAIN 2" HIGH LETTrRING, SPACED EVERY 12 FEET, AND READ "I HOUR FIRE AND SMOKE BARRIER PROTECT At.L. SUB -TOTAL 1ST FLR: 66 TABULAR (T 503) DF DRINKING FOUNTAIN JT JOINT STRUCT STRUCTURAL OPEN[NGS", OR EQUVALENT WORDING ACCEPTABLE TO AUTHORITY HAVI NNG JURISDICTION 2N- D FLR WAREHOUSE: 26.743 GSF (�t3- �1500 54 FRONTAGE INCR (506.2): DIA DIAMETER LAM, LAMTINATE SUSP SUSPENDED 8, BUILDIING ADDRESS: POST ADDRESS ON' EACH BUILDING IN ACCORDANCE WITH THE FIRE MARSHAL'S 3 ((634771 0')-.25)x(27.5'/30') 59% 10325 SF 3RD FLR WAREHOUSE: 26,745 (,SF 1!'500 54 DIM DIMENSION LAV LAVATORY SV SHEET VINYL REQUIREMENTS. TOTAL OCCUPANTS: 174 SPRINKLER INCR (506.3) 200% 35.000 SF DN DOWN LF LINEAR FOOT T TREAD TOTAL 62.825 SF/FLR kNOX BOX: PROVIDE KNOX BOX IN ACCORDANCE WITH THE FIRE MARSHAL'S REQUIREMENTS. CONTACT FIRE DR DOOR LGT LIGHTING T&G TONGUE & GROOVE MARSHAL FOR APPLICATION. EGRESS ARRANG EM EN'F: MAXIMUM BUILDING AREA (506.4): DS DOWNSPOUT LLH LONG LEG HORIZONTAL TOM TOP OF MASONRY 10- STORAGE UNIT FLOOR PENETRATIONS: COVERALL FLOORPEN ETRATIONS WITHIN STORAGE UNITS WITH NIIN NUMBER 0 DWG DRAWING LLV LONG LEG VERTICAL T TAL PAT - F F EXITS (T 1021 1. 1) 2 PER FLR 62,825SF/FLRx3 STORIES 188,475 SF OS TOP OF STEEI, ME PANELS, AND. ILL THE ANNULAR SPACE WITH AN APPROVED NONCOMBUSTIBLE MATERIAL TO RESIST -AN EftCH A111AX IKAVLLDI,';-I ANCE 400' fail LOW POI, DUCT'S -9I' MAX COMkIONP,-k'I'HOF'FR)kVEL(ItOI4.3EXI) 100' EF EXHAUST FAN MAINT MAINTENANCE. UON UNLESS OTHERW[SENOTED FIRE RESISTIVE CONSTRUCTION: 11. META MAX DEAD L BUILDING STRUCTURAL DESIGN: THE METAL BUILDINGMANUFACTUREIS RESPONSIBLE FOR THE END CORRIDOR EX 2) 50' EXTERIOR WALLS (T 602) CI FS EXTERIOR INSULATION AND MATL MATERIAL VC.T VINYL COMPOSITION TILE DESIGN OF THE STRUCTURAL SUPPORT OF THE FLOOR, WALL AND ROOF SYSTEMS IN ACCORDANCE, WITH THE 0 HR 10') FINISH SYSTEM EXTERIOR OPENINGS (705.8.1 EX 2) NO LIMIT MAX MAXIMUM VERT VERTICAL REFERENCED BUILDING CODE. THE DRAWINGS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL F.1 EXPANSION JOINT r. -GCA PA Cirl "FIX!, FIRE BARRIER - SHAFT (708.4,1022. 1) FIR (< 2 STR)' M BM. META BLDG MFR VTR VENT THROUGH ROOF ENGINEER REGISTERED IN THESTATE WHERE THE BUILDING IS LOCATED. CORRIDORS: FIRE PARTITION ('709.3) 1.1"{R EI_ELECTRICAL MECI-I (MECHANICAL VW(' VINYL WALL COVE -1<,fNG 12. METAL -RUILDENG GUTTER AND DOWNSPOUT DESIGN: THE METAL BUILDING MANUFACTURER -,S, SELF -STORAGE TENANTS (709.1 EX 3) 0 11 R (SPRINK) FLEV,EL ELEVATION OCCUPANT'1-CADx 0.2" (1005. 1) 14" (66 x 0,2) RESPONSIBLE FOR SIZING AND LOCATING THE GUTTERS AND DOWNSPOUTS. DOWNSPOUT LOCATIONS ARE FOR MFR MANUFACTURER W/ WITH MIN WIDTH (1013.2)CORRI DORS (T 1018.11 0 FIR (SPRINKI DOOR . S: 44" OPENING PROTECTION IT 715.4): EPDN-,i ETHYLENE PROPYL.ENF. MIN MINIMUM llvC WATER CLOSET REFERENCE ONLY. INSTALL FLASHING AND COUNTER FLASHING AT ALL ROOF PENE-1- I RATIONS IN ACCORDANCE DIENE MONOMER WITH THE METAL, BUILDING MANI jFAcTuRER'S STANDARD DETAILS, OCCUPANT LOAD.x 0.2" (1005.1) 14" (66x 0.2) 1 14R FIRE BARRIER (EXIT/SHAFT) IHR EQ EQUAL MIST MISCELLANEOUS WD WOOD MIN WIDTH (1008. 1.1) 1 FIR FIRE BARRIER (NON-EXIT/SHAFT) 3/4 FIR EQUIP EQUIPMENT MO MASONRY OPENING W/O WITHOUT 13. ACCESSIBLE STORAGE UNITS: PROVIDE ACCESSIBLE STORAGE UNITS IN ACCORDANCE WITH 2010 FLORIDA STAIRS: I FIR FIRE PARTITION 3 3/4 FIR EACH WAY MTL METAL WP WATERPROOF BUILDING CODE - ACCESSIBILITY SECTION 225.3 AND ADA 2010 STANDARDS FOR ACCESSIBLE DESIGN SECTION 225.3. OCCUPANTLOAD,: 0.Y'(1005. 1). 17" (5 4 x 0. 3) EWC ELECTRIC WATER COOLER i\,ITD MOUNTED WRB WATER RESISTIVE BARRIER I 1,11NWIDTH (100��. 1) 14. SOUND AND SECURITY SYSTEM: GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR OWNER'S SECURITY 1 44" FXP EXPANSION NIC NOT IN CONTRACT WWF WELDED . WIRE FABRIC . . sysTEM AND SOUND SYSTEM, COORDINATED WIT14 OWNER'S REQUIREMENTS. DRAWING INDEX ARCHITECTURAL AO. I COVER SEEET AO.2 OUTLINE SPECIFICATIONS A0.3 ) OUTLINE SPECIFICATIONS AND UL DESIGNS AO.4 UL DESIGNS ALO ARCHITECTURAL SITE PLAN AND LIFE SAFETY PLANS A L I FIRST FLOOR PLAN A1.2 SECOND FLOOR PLAN A1.3 CHI RD FLOOR PLAN A.2.1 ROOF .PLAN All OFFICE PLANS. INTERIOR ELEVATIONS, AND INTERIOR DETAILS �TD T l l A4,1 ELEVA11110l'iS AIN FilINI TTS I I ELIEWATIONS A5.1 WALL SECTIONS AND DETAILS A5.2 WALL SECTIONS AND DETAILS A5.3 WALL SECTIONS AND DETAILS A5.4 WALL SECTIONS AND DETAILS A5.5 WALL SECTIONS AND DETAILS A5.6 SECTIONS AND DETAILS A6.1 STAIR DETAILS A6.2 ELEVATOR DETAILS A7.1 FINISH, DOOR AND WINDOW SCHEDULES_ TYPES, AND DEITAILS MECHANICAL, PLUMBING AND ELECTRIC AL MO.0 I NOTES, LEGEND M1.01 1 ST FLOOR MECHANICAL PLAN y11.02 2ND FLOOR MECHANICAL PLAIN ,VT 1. 0 3 3RD FLOOR MECHANIRCAL PLAN M2.01 SCHEDULES M3.01 DETAILS EO. I NOTES, SCHEDULES. AND LEGEND E0.2 OCCUPANCY SENSORS, DIAGRAMS. AND DETAILS EO. PANEL SCHEDULES El. I I ST FLOOR PLAIN - ELECTRICAL E1.2 2ND FLOOR PLAN -ELECTRICAL E 11.3 3RD FLOOR PLAN - ELECTRICAL PO.01 NOTES, SCHEDULES, AND LEGEND .Pl.()I IST FLOOR SANITARY & VENT PLAN ,2.01 1ST FLOOR DOMESTIC WATER PLAN P3.01 RISER DIAGRAMS P4,01 D ETA 1 L S STRUCTURAL F 1A FOUNDATION PLAN F1.2 FOUNDATION DETAILS F1.3 FOUNDATION DETAILS F11.4 FOUNDATION NOTES SIA GENERAL NOTES S2.1, FIRST' FLOOR FRAMING PLAN 52.1 SECOND FLOOR FRAMING PLAN S2.3 THIRD FLOOR FRAMING PLAN S2.4 ROOF FRAMING PLAN S2.6 ROOF DECKING SDA SECTIONS AND DETAILS SD,2 SECTIONS AND DETAILS NTS NOTTO SCALE XPS EXrRUDED POLYSTYRENE E\ EXISTING 1�5: FLORIDA PRODUCTAPPROVAL: PROVIDE PRODUCTS WITH FLORIDA PRODUCT APPROVAL NUMBERS WHERE' REVISION -,r vn V IDn 4� EXT EXTERIOR REQUIRED. CNI 4 16. ROOF TRUSS SHOP DRAWINGS. ROOF TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE sp# STRUCTURAL ENGINEER OF RECORD BEFORE SUBMITTING THEM TO THE JURISDICTION FOR APPROVAL. 10 - DATE 2-/. f 5 SIGNED T Tx GRAPHIC SYMBOLS gi ____'RIALS LEGEND v MATE -IS, �A �Z ff "T GYPSUM BOARD S I FEL li BATTYLOOSE BRUCY. J RELEASED FOR. RE- V ISiOIS I FIRE/BUILDiNG -COMMENTS BUILDING HEIGHT 12-33-15 C 0 M MEN S iI PROJECT NUMBER '12- 0j 14 _3 /6j DATE 5-11-15 OFFICE COR , iI Mme- I Imo{ :,fj . Cr -1 OFFICE COPY NTS NOTTO SCALE XPS EXrRUDED POLYSTYRENE E\ EXISTING 1�5: FLORIDA PRODUCTAPPROVAL: PROVIDE PRODUCTS WITH FLORIDA PRODUCT APPROVAL NUMBERS WHERE' REVISION -,r vn V IDn 4� EXT EXTERIOR REQUIRED. CNI 4 16. ROOF TRUSS SHOP DRAWINGS. ROOF TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE sp# STRUCTURAL ENGINEER OF RECORD BEFORE SUBMITTING THEM TO THE JURISDICTION FOR APPROVAL. 10 - DATE 2-/. f 5 SIGNED T Tx GRAPHIC SYMBOLS gi ____'RIALS LEGEND v MATE -IS, �A �Z ff "T GYPSUM BOARD S I FEL li BATTYLOOSE BRUCY. J RELEASED FOR. RE- V ISiOIS I FIRE/BUILDiNG -COMMENTS BUILDING HEIGHT 12-33-15 C 0 M MEN S iI PROJECT NUMBER '12- 0j 14 _3 /6j DATE 5-11-15 iI Mme- I Imo{ :,fj . NTS NOTTO SCALE XPS EXrRUDED POLYSTYRENE E\ EXISTING 1�5: FLORIDA PRODUCTAPPROVAL: PROVIDE PRODUCTS WITH FLORIDA PRODUCT APPROVAL NUMBERS WHERE' REVISION -,r vn V IDn 4� EXT EXTERIOR REQUIRED. CNI 4 16. ROOF TRUSS SHOP DRAWINGS. ROOF TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE sp# STRUCTURAL ENGINEER OF RECORD BEFORE SUBMITTING THEM TO THE JURISDICTION FOR APPROVAL. 10 - DATE 2-/. f 5 SIGNED T Tx GRAPHIC SYMBOLS gi ____'RIALS LEGEND v MATE -IS, �A �Z ff "T GYPSUM BOARD S I FEL li BATTYLOOSE BRUCY. J RELEASED FOR. RE- V ISiOIS I FIRE/BUILDiNG -COMMENTS BUILDING HEIGHT 12-33-15 C 0 M MEN S iI PROJECT NUMBER '12- 0j 14 _3 /6j DATE 5-11-15 &ICA OF. IIERMAL AND MOISTURE PROTECTION (CON-fMJED) 6%JG I GF11ERAL`: 5 NETALS 7 T1 7 TBERMAL AND MOIST tM PROTECTION (CONTINUED). 8 DOORS AND WINDOWS 0 1.01 FORM OF AGREEMENT: AIADOCUMENT A101-2007, "STANDARD FORM OF 5.01 RELATED DOCUMENTS SEE STRUCTURAL DRAWINaS. 7.04 INSULATION 'r SEALANTS, JOINT FILLERS, AND OTHER RELATED 7.13 SEALANTS: PROVIDE JOIN 8.05 GLASS; COMPLY WI., H REQUIREMENTS OF AS FM E 1300, �GLASS PRODUCT CO 'KID AGREEN17NITTBETEENT 07%.'N7_rRA.NT) COINTRACTORIX"HERE THE BASIS ORPAYmENIT MATERIALS THAT ARE COMPAM.LE WITH vqTM JOINT NIA�7TFAr-TIJP.FRS,A.�,'�nr,,ANTA,'-,LA7!1,fl�,N4A!,TtTAI.AI LAMTxTkTFDGLAZNjCT. 5.02 METAL. FABRJ.qA'IIONS,. BATT ASTM CS65, '70EI, UFACED FIBER T HEr1dvU%L BATT UL,*-�TED SIR 97"; NNTETH AIA DOCLTENTA2 'Din N AS RE MAATN�E -poly,.,77 GLA 1`7 A STU,� 011 -2007 CONDITIONS OF SUBSTRA al� ?TP7710E AND APPLICATION CON. I M 9, CO r RPrERENCE. M&NUAL. �ZT -- " ! , LE 0 ' TAI TDING e YS kP kF F Y.V[71 S N THE CONTRACT FOP, CONSTRUCTION". QUALITY ASSURANCE: QUALIFY WELDING PROCESSES AND OPERATORS IN BY THE MANUACTURER. &STALL SEALANTS IN COMPLIANCE WITH THE IMPOSED LOADS FROM NORMAL THERMA MOVEMENT'. INDICATED DESIGN WIND ACCORDANCE WITH AWS D1.1 AND D1.3. COMPLY WITH RECOMMENDATIONS OF CRACK INSULATION: MOISTURE -CURE POLYURETHANE FOAM INSULATION, uL MANUFACTUREWS iNSTRUCTIONS AND ASTM C I 193. LOADS, AND IMPACT LOADS WITHOUT FAILURE. PROVIDE MINIMUM GLASS A 9 1.02 CONTRACT DOCUMENT AND FIELD CONDITION REVIEW: THE GENERAL AMP 510-92 METAL STAIRS MANUAL ANDANSINAAMM AND 521-01 PIPE RAILING CLASSIFIED AS A SEALANT. PROVIDE MINIMAL EXPANDING LOW-PRESSURE EXTERIOR ELAST OMERIC SEALANT: AT EXTERIOR JOINTS PROVIDE THICKNESSES TO COMPLY WITH ASTM E13ob, BUT NOT LESS THAN THE CONTi<ACTOR SHALL COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER FORMULATION FOR USE BETWEEN FRAMEAND ROUGH OPENING AT DOORS AND MANUAL. -'S,: AND ACCESSORIES THAT MOISTURE-CUkING, SINGLE -COMPONENT, NON -SAG POLYURFTHANE SEALANT THICKNESSES INDICATED. PROVIDE SEALANTS, GASKFI AND THE FIELD CONDITIONS, AND REPORT ANY INCONSISTENCIES, ERRORS, OR MATERIALS: WINDOWS. COMPLYING WITH ASTM C920 TYPE S, GRADE NS, CLASS 25, USE NT, G, A, M AND HAVE BEEN TESTED FOR COMPATIBILITY WITH OTHER GLAZING MATERIALS. OMISSIONS TO THE ARCHITECT BEFORE BEGINNING THE WORK. VERIFY INSTALLATION: PROVIDE THICKNESS OF INSULATION INDICATED OR REQUIRED THE STRUCTURAL STEEL SHAPES, PLATES, AND BARS; ASTM A36. O; PECORA DYNATROL I XL, OR APPROVED SUBSTITUTE. COLOR TO BE FABRICATE AND INSTALL GLASS PRODUCTS IN ACCORDANCE WITH DIMENSIONS AND FIELD CONDITIONS AND NOTIFY THEARCHITECT OF ANY TO ACHIEVE R -VALUE INDICATED. SET VAPOR -RETARDER MEMBRANE TO SELECTED FROM MANUFACTURERS FULL RANGE. PRIME SUBSTRAES AS MANUFACTURERS INSTRUCTIONS, INSTALL GLASS LrrEs IN SERIES WITH UNIFORM DISCRTEPA14CIFS BEFORE BEGINNING THE WORK. WHERE DETAILED INFORMATION STEEL. PIPE: ASTM A53. CONDITHONED SIDEOF CONSTRUCTION. CUTAND FIT TIGHT.' ,Y AROUND RECONIMEENDED AND INSTALL OVER PLASTIC FOAM BACKER ROD OR BOND PATTERN, DRAW, AND BOW, INSTALL MIRRORS WITH ADHESIVE. IS LACKING, REQUEST INSTRUCTIONS FROM THE ARCHITECT. COLD FORMED STRUCTURAL TUBING: ASTM A500. OBSTRUCTIONS AND FILL VOIDS TO PROVIDE CONTINUOUS FULL -DEPTH LAYER BREAKERTAPE. STEELTUBING: ASTM A5 13. ANNEALED FLOAT GLASS: ASTM C1036, TYPE 1, CLASS I (CLEAR) UNLESS .1.03 CUTTING AND PATCHING: CONTRACTOR IS RESPONSIBLE FOR CUTTING, FITTING, OF INSULATION SEAL ALL PENETRATIONS THROUGH ELTERIOR WALLS AND INTERIOR GENERAL SEALANT: AT INTERIOR JOINTS PROVIDE NON-SAG,,1vHLDEW OTHERWISE INDICATED, QUALITY q3. PROVIDE MINiMUM 6.0 mm THICKNESS UNLESS T, Q�XX A�Qr �TAXffn`I,,MDA-P=D-tT UPPERMOST CEILING/ROOF WITH CRACK INSULATION. -.I.. ANDPAX-HINU REQUIRED TO CONTLETETI WORK ORTO MAKE ITS PARIS FIT I CONCEALED SHIMS TO A TOLERANCE OF 1/9" IN T -O" FOR LEVEL, WITH NO COM C E -41 PDLr -!oZtkLpu-q t -u m u rimz I�M3iO I PN J., rtUl AL -r, X 1k_ Jfti r -A, I 1VL I 11N Wli 1VL OTHERWISE INDICATED OR REQUIRED., IDGE AS�T TF 7 TOGETHER PROPERLY. DO NOT CUT AND PATCH STRUCTURAL FLEMENTS IN ALUMINUM DIAMOND PLATE: ASTM B632,606 1-T6 ALLOY. I T& INSULATrN[G SHEAT.HTN ASTM C578 TYPE �� EXTRUDED POLYST-RFN`E BOARD C834; PECORA AC -20, OR APPROVED SUBSTITUTE INSTALL OVER CLOSED-CFLL PROVIDE CLASS 2 TINTED GLASS WHERF, INDICATED: "SOLARBRONZF'.' BY PPax ASSEMBLY AND T) T FTHEIRLOAT) ACI PROTECT , . i3ARRY"46-CAP "tiCiVII FROM SIEEL ANGLES AND SIIAPES 01p RZE - , _-H1 _jTC. _.L�T i PF I 'LR �c OF 5.f - -a 6 P.. LYURT"11PANE FOAM BAr_ TNT 'KEI�.Rf)D.OR:.801.\11.)BRFAK.ERTAP�.A'rio Is — -PR- ';F 1WEDUSTPIES INC.. DR _-T I C ED SIT = TF =.A."TCE - RESIST7 -PERFO TED, ON -WOVEN, WATEI E BARRIER (WRB): NON R -k 14 E�[ISTT NG CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. INDICATED FOR OPENINGS IN' MASONRY WALLS, WITH 8" OF BEARING AT E ACH INCH AT 75 DEG F (ASTM CS 18), UL CLASSIFIED FLAME SPREAD LESS THAN 25 AND SUBJECT TO MOVFI�ENT. 530/., SHGC=0.63, AND WINTERU-VALUF=1.02. IPATCH WITH URABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. RESTORE I SIDE OF OPENING UNLESS OTHERWISE INDICATED.. SMOKE DEVELOPED LESS THAN 450 (ASTM E84). INSTALL IN ACCORDANCE WITH INTERIOR SANITARY SEALANT: AT PLUMBING FIXTURE JOINTS PROVIDE THREE TIMES DESIGN LOAD. PROPRIETARY SPECIFICATION: WHERE ONE OR MORE PRODUCTS OR EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO APPROVE.D.SUBSTITUTE. PROVIDE MANUFACTUREWS RECONfI,v1ENDED IONS ATTACH TO METAL FRAMING wITH THE MANUFACTURERS INSTRUCfI ONE -PART, NEUTRAL -CURING, NIULDEW-RESISTANT SILICON AN TE SEAL 'T BEAT TREATED FLOAT GLASS: ASTM C1048, TYPE 1, CLASS t(CLEAR) UNLESS ADJORTING.CONSTRUCTION IN A MANNER THAT WILL ELIMINAE EVIDENCE OF STE EL STAIRS AND HANDRAILS: SUMBIT SHOP DRAWINGS, SEALED B Y A CORROSION RESISTANT SCREWS WITII 1" PLASTIC.CAP HEADS (ASTM C1002). TAPE COMPLYING WITH ASTM C.920, CLASS 50- PECORA 898, OR APPROVED OTHERWISE INDICATED, QUALITY q3, AND KIND AS INDICATED OR REQUIRED. ATCHING INDICATED. NO,SUBSTITUTIONS WILL BE ALLOWED. 3.* HANDRAIL ORTOP RAIL OF GUARDRAIL: CONCENTRATED, LOAD OF1200 LE UNG NE LAMINATE SELF -ADHERED FASI AF):,BUTYL RUBBER ON FOLYETBYLE., FABRICATEBYHO 7ONTALROLLER-HEARTHPi, CEFS WIT H WXE DISTORTION -.I.. GENERAL: COMPLY WITH RECOMMENDATIONS OF BIA AND NCMA. DO NOT . I CONCEALED SHIMS TO A TOLERANCE OF 1/9" IN T -O" FOR LEVEL, WITH NO COM C E ALL WITIHNIANTUFA. M-URETS RECOMMENDED 1 TAPE. WITHOUT MARRING VISIBLE SURFACES. LAY TILE IN GRID PATTERN UNLESS IDGE AS�T TF 7 INSTALL MASONRY WHEN TEMPERATURES ARE BELOW 40 DEGREES F. PROTECT VARIATION IN FLUSHNESS FOR ADJOINING SURFACES, SCRIBE AND CUT DA PY.ODuci ekwum ARE ITEMS ?UVCHASED, BY THE'CON`1TACfOR FOR -PLT FOLLOWING S TRUCTTjRAL REQUIREMENT9 WITHOUT EXCEEDING ALLOWABLE 7.06 WATER RESISTIVE BARRIER (WRB): ASSEMBLY AND UNLESS OTHERWISE INDICATED OR REQUIRED. WOODWORK TO FIT ADJOINING WORK, AND REATORE FR41SH OF CUT SURFACES. 7.11 METAL ROOF EDGE SPECIALTIES: WCORPORATION INTO THE WORK. SELECT PRODUCTS TTINT COMPLY WITHT THE CONTRACT DOCUMENTS AND GOVERNING REGULATIONS ACCORDING TO THE WORKING STRESS OF-)4ATERIALS, INCLUDING ANCHORS AND CONNECTIONS. RESIST7 -PERFO TED, ON -WOVEN, WATEI E BARRIER (WRB): NON R -k 14 PENETRATIONS, PROVIDE NON -SLUMP, SINGLE COMPONENT, NEUTRAL CURE ELASTOMERIC FIRESTOP SEALANT. UL �JSTED FOR APPLICATION INDICATED. KIND HS: PROVIDE, HEAT STRENGT11ENED FLOAT GLASS WHERE REQUIRED TO GENERAL: PROVIDE THIRD PARTY VERIFICATION OF COMPLIANCE WI -11-1 THE ENTRANCE SYSTEM, INCLUDING ANCHORAGE, CAPABLE OF WITHSTANDING DESIGN FOLLOWING.- 1. TREADS AND PLATFORMS: UN -TFORM LOAD Or, 100 PSF, AND R SPTJNBONDED rOLYOLEFIN; 7YVEK COMMERCIALwi AP D" BY DUPONT, OR LATIONTIACKING AND INSTALL IN COMPLI. CE PROVIDE MINERAL WOOUNISUI AN RESIST SHADING INDUCED THERMAL STRESSES AND IMPOSED LADS. WIND LOADS INDICATED. FABRICATE FROM EXTRUDED 6063-T6 ALUMINUM THREE TIMES DESIGN LOAD. PROPRIETARY SPECIFICATION: WHERE ONE OR MORE PRODUCTS OR CONCENTRATED LOAD OF 300 LBAPPLIED TO AREA OF 4 SQ IN. APPROVE.D.SUBSTITUTE. PROVIDE MANUFACTUREWS RECONfI,v1ENDED WITH UL ISTINC., KIND FT: PROVIDE FULLY TEMPEREV FLOAT GLASS WE RED TO WALL TILE: INSTALL OVER GLASS MAT GYPSUM SHEATHING IN MANUFACTURERLARE NAMED.. PROVIDE ONLY ONE OF THE PRODUCTS RESULTING LOADS. 2. FRAMING. INCLUDING RAILING SYSTEM. FASTENERS AND SEAM TAPE. CONTRC-_ S, SAFETY DEICES, AND2RESENCE SENSORS, EMERGENCY RESIST SHADIN INDUCED THERMAL STRESSES AND P.- Ll; OR EXPOSED SURFACES FINISHED FOR SILLS, CAPS, CORNERS, AND SIMILAR INDICATED. NO,SUBSTITUTIONS WILL BE ALLOWED. 3.* HANDRAIL ORTOP RAIL OF GUARDRAIL: CONCENTRATED, LOAD OF1200 LE UNG NE LAMINATE SELF -ADHERED FASI AF):,BUTYL RUBBER ON FOLYETBYLE., 8 DOORSAND \TDG'1vvS_ yj7E WHERE. SAFETY GLASS IS INDICATED OR�RWUIRED (C*__'_fvfI`LY 'Wit H CPSC 16 CFR APPLICATIONS. 7.01 FLUID APPLIED WATERPROOFING - FOR EXPOSED CONDITIONS METAL FASCIA SYSTEMS: ANSI/SPRI STANDARD ES -1 TESTS RE -1 AND RE -2. TION, A,ND UNIFORM LOAD OF 50 PLi API-11TED IN ANDRREC APPLIED IN ANY COMPLYING MORTAR FOR ABOVE GRADE NON -LOAD BEARING MASONRY VENEERS: ASTM WATERPROOFING: ASTM C836, COLD LIQUID -APPLIED, SINGLE -COMPONENT, FINISH: 70% FLUOROPOLYMER FINISH COMPLYING WITH AAMA 2605, MINIMUM FINISH: MEDIUM BRONZE ANODIC COATING COMPLYING WITH 9.03 DIRECTI(W.' C�kRRMR SHEET., M MIL MINUMUM TOTAL TMCKNESS,.,- WITF AAIVIA s .01 HOLLOW METAL D' ORS AND PRAMES: PART 1201 AND ANSI Z97. 1). 1.2 MIL DRY FILM THICKNESS, COLOR AS SCHEDULED. AA-MIOC22A44, AAMA 61 1, ARCHITECTURAL CLASS 1. SENII-PROPRIETARY SPECIFICATION; WHERE PRODUCTS OR MANUFACT'URERES ARE IJA,MED FOLLOWED BY THE TERM "OR APPROVED SUBSTITUTE", THE 4. INTERMEDIATE GUARDRAIL COMPONENTS: HORIZONTAL LOAD OF50 LE 711-07, CLASSA, LEVEL 3; "STRAIGHT FLASH" BY DUPONT, OR APPROVED. "FLEXWPAPNF" -HERE GENERAL: COMPLY WITH ANSI A250.8/SDI 100. FABRICATE DOORS AND FRAMES LOW -E COATED CLASS: ASTM C13376, FLOAT GLASS WITH METALLIC-OMDE COATING NOMINAL I -3/4"x4-1/2' FRAME, 2" STILES, 12" BOTTOM RAILS, AND 2" FORM 2, AND ASTM E84 CLASS A), LOW VOC FORMULATION, FOR USE WITH 15116" CONTRACTOR MAY SUBMIT UMNAMED PRODUCTS TO THE ARCHITECT FOR AF PLIE D TO AN AREA OF I Q FT. S STITUTE. PROVIDE AT SILLS,AND W. UB FLEXIBLE SAFIS, FROM COLD -ROLLED STEEL COMPLYING '80RASTMA1008. WITH A.STM A56 APPLIED BY PYROLITIC DEPOSITION PROCESS DURING INITIAL MANUFACTURE, EXPOSED GRID SUSPENSION SYSTEM; MANUFACTURER, PRODUCT AND COLOR APPRU'VAL.. 5. MAXIMUM DEFLECTIOM L/2?,!,. REQUIRED. -F FROVIDE GALVANNEAL D STEEL COMPLYING WITH ASTM A653, CLASS AF0 KTNTD AS TNDIC,�z TED OR REQT_TIRED;,,sb:.,,�R1_3AN 60" BY PPG US S, INC., r, R IND TRfE 6 CALCIUM CHLORIDE: NOT PERMITTED. ......... AND CAPS WITH FULLY WELDED SEAMS, AND STAINLESS STEEL CONCEALED 1: MT ��D T iC., I 3 s LA 7L IT As. -1-TRER'_ 77 0 p'A V IS -0 APPR I�Tr -�qT:IT7 CUMPia/0410E SPECIFICATION: WHERE ONLY COMPLIANCE WITH A CODE, STEELLADDERS:FIXED-RAiLTaPE I. STEEL RUNGS SHOULDERED AND TDARD BAKED -ON RUST -INHIBITIVE PRIMER IN ACCORDANCE WITH ASNI INSRTUCTIONS, COVER SHEATHING WITH CONTINUOUS LAYER, OF WRB STAN -Si ANDARD, OR REGULATION IS INDICATED, PROVIDE A PRODUCT THAT HEADED INTO AND WELDED TO RAILS. DESIGN FOR CONCENTRATED LOAD OF LAMINATED GLASS: LAMINATED GLASS COMPLYINGWITTIASTNIC11.72, CPSC46CFR APFLH.D TO DIVERT WATER TO THE EXTERIOR, AND FASTEN TO SUBSTRATE. A2-5.03ANDA250.10. -D AS 'ED OPEN -�C -IDE UL ORWH LABELED DOORS AND TIRED BY IMPOSED LOADS: STRESS,OF MATERIALS, INCLIUDING ANCHORS AND CONMECTIONS. FOR FIRE RAT M 36, PRO v REQU DESCRPT117E SPECIFICATION: WHERE EXACT CHARACT.1.11-ISTICS ARE EXTFND VTRB MINIMUM 12" BEYOND CORNERS. LAF WRBW.NIfvfUM 3 " OVER FRAMES TESTED IN ACCORDA:jCE WITHILTL 1013 AND UL 10C, AND CLEAR 1/4" LAMINATED GLASS: HAT COMPLIES. INDICATED, PROVIDE A PRODUCT FABRICATION: FABRICATE TO rND!CATED SIZES, DIMENSIONS AND DETAILS. ADJACENFLASHINGS. PROVIDE SAF FLASHING AT ALI, WALL OPENINGS, CONSTRIJCTEDIT.,ACCORDA�!CEWiTH.NFPAg-0. OUTBOARD LITE: amm CLEAR GLASS, KIND AS iNDICA7ED 0. P, REQUIRED. ASSEMBLE WORK TRUE -TO -LINE, WITH TIGHT, CLOSE FITTING JOINTS. EASE FABRICATING SILL PAN FLASIENG FROM FLEXIBLE SAF, AND INTEORK-M DELF�ER, STORE, PRODUCTS TNT 250 POUNDS AT ANY POINT WITHOUT EXCEEDING ALLOWABLE WORKING WF2,THERLAP HORM014TAL AND VERTICAL JOINT3 MPNIMUM 6", AND. PART 1201,AND ANSI Z97.1. FABRICATE FROM FLOAT GLASS LITES;.KR4 ACCORDANCE w[TH THE E,,�POStb EDGES_.zi� �_(]]AINDALL. EX -POSED WELDS SMOOTH. PROV`1DE -0 EX SF �A T, AT. JOINT$ WIT11 -CA-11 FRAMES MINIM' M 16 GGAU0E PONT A: , `,,T� UNTO VVkB TO M A TNTAJ -4 fXRAIPfAG1-- 7 HOLLOWMETAL VRAMES: FABRI INTERLAYER: "SENTRYGLAS" BY D GLASS �A_v N, I iNG IWITH THE MANUFACURERIS IlOi4s; NAI�RE MANUFACTUREWS, METAL WITH FABR T- STANDARD RI.73T4NHIBITIVE PAINT. LIED IN AND REINFORCE FRAMES TO RECEIVE SURFACE APPLIED HARDWARE IN INBOARD LITE: 3mm CLEAR R:UCT�ONS COMFL�C*r 1THE CONTRACT DOCUMENTS, REQUEST DIRECTIONr -�k THE NW-FTACTU. EEW !NSTRUCTM A GLASS, KIND AS INDICATED OR REQUIRED. INSn CCORDA.21r PROVIDE 7.07 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS): ACCORDANCE WITH ANSI A250.6. PREPARE FRAMES TO RECEIVE 3 SILENCERS ON FROM THE ARC41TT-`, ASS ?B 'ER T", M,UILATING GLASS UNITS: ASTM E2 190. PROVIDE ALUMINUM SPACERS. DUAL EDGE UNI bi� FILM -AICKNES,�: OF 15 EXERIOR INSULTION AND F1Nf SET SYSTEM: L 7ARF_ -PE EIFS STRIKE JAMB WHERE INDICATED. PROVIDE MINIMIUM 2 FLOOR ANCFIOnS ND 6 1.05 QUALITY COI THE OWNER WILL PROVIDEAN INDEPE NDE AGENC If TO TUTE. SEAT, V/_ITH POLYISOBUT YLENE AND. MLICONE S'FCO Y� I .. . . SYSTEFM� "STO'1IT1pRM ESSENCE" BY SIO CORP, OR. APPROVED ST.7-ST7 JAMB ANICHORSFOR ALL FRAMES. NTDAR ND .�PERFOI"-�;l�SnNC'�A-NDINTSPECTIONSINTDICATFD,ORREQIJIREDBY7�IIE, INSTALLATION: INSTAL11 WORK TRUE.4�)-LiNE, PLUMB AND LEVELj -ANT DESIC ADBESI'VE: POLYMER MODIFIED CEMENT BASED ADHESIVE. EXTERIOR AND MASONRY OPENINGS: FACE WELDED FRAMES WITHWELDS ACCURATELY FITTED AND FREE OF DISTORTION AND DEFECTS. ANCHOR BASE COAT: POLYMER MODIFIED CEMENT BASEDAI-IESIVE. PROVIDE SMOOTH, FABRICATED FROM GALVANNEALED STEEL. TI1UED V INSULATING CLASS UNITS:. IOF RETESTING, WHERE THE RESULTS OF TESTS AND I j, ?3RITIES HAVTNG JUSRISDICTION. THE CONTRACTOR 19 RESPONSIBLE FOR T1 GROUND INSPECT IONS FABRICATIONS SECURELY INTLACE WITH COMPATIBLE FASTENERS. TOUCH�TJP TUND AS INDICATED OR REQUIRED, PAINTING WITH SAME MATERIAL USED FOR SHOP PAINTING IMMEDIATELY W TERPROOT' BASE COAT ON SLOPED SURFACES. OUTBOARD LfM: 6m TINTED CLASS, PERFORMED INDICATE NONCOMPLIANCE WITH REQUIREMENTS. COOPEATE WITH PRODUCT.A,ND M,4_NUFACTURER_- 'T SERIES" STEEL FRAMES By WITH LOW -E COATING ON #2 SURFACE; "SOLARBRONZE" WITH!TSOLARBAN AND AFTER ERECTION. STEELCRAFT, OR APPROVED SUBSTITUTE. 60"BYPPG INDUSTRIES, INC., ORAPPI VEDSUBSTITUTE. TESTING AND INSPECTION AGENCIES INCLUDING SCI T ED L�I SS =ORCING MESH: TREATED GLASS FIBER MESH REINFORCEMENT L INSPECTIONS, PROVIDING ACCESS THE WORK, FURNISHINIG INCIDENTAL LABOR; USE' STAINLESS STEEL FASTENERS AT ALUM1 NUM, AND AT FERROUS METAL E EDDED 3ASE COAT TO ACHIEVE STANDARD EIMA IMPACT INTERIOR N014 -MASONRY OPENINGS: KNOCKED -DOWN SLIP-ON DRYWALL SIFT T) OR RFQUTRED. TC.A.T I INGSECUP I I - - 1, 1. � INBOARD LITE: 6mm CLEAR GLASS, KIND AS INDICATE -EXTERIOR.. -i AT LOCATIONS TYPE FRARIES WITH INTERLOCKING IvErERED CORNERS. r ND PROIM TY AND PROTECTION OF SAMPLES. PROTECT. EXPOSED TO.1 BE SIFIC� ON. PROVIDE ULTRA-HIGH IMPACT MRSI C V-J"ON EXPOSED BY OR FOR TESTING AND INSPECTION, AND REPAIR CTT UNIT PERFORMANCENISIBLE LIGffi: TRANSMITTANCE 42%, ' HG-__�_ 0.27, CONSTRU I PEDESTRIAN TRAFFIC LESS THAN 6AROVE GRADE� 'f ANT) MANUFACTURER: "DW SERIES" STEEL FRAMES BY BY TESTING OR INSPECTION. 6 WOOD S -ISH. k(�7 7 it, PRODUC ND WINTER U -VALUE 0.29. — F T �T j F -1, OR Ar 'TE. STEELCFAF -PROVED SUBSTTT`U YLIC BASED TEXTURED COATINGIN L -KY: IC 6.01 ROUGH CA?PEN 1 ... . SITEWORK ATE -117TA IQ: FAF -EL, HOLLOW V_ J, DOORS tRICATE DOORS FROM NUNt-M Um 16 GAU OF, S FE 9 "IN SOUTHER2.,4 YELL01Y NO, S4 -S AND V _T AN UM iNSULATION: EIFS SSTEM:21 rff. Fk ERTED CHAN (CEMENT ID -ILDR-AWINGS. AND GEOTECTPNTC-� will EW� NEL REINFOR UM BOA RD ASSEMBLIES: El� �EE CIV oI Gyp. (V -_ ENE IN2ULA:r1CN COMPLYING IT" 37L 1"Y" il) PULL FLUSH CONSIRUC1ON1 PO L'i L RE e- i ASII BCTTOM, 11L REINFORCE DOORS TO RE CEI'VE _rl� T— AS (7 Pf OM TnR 'A123 �;6.: 5713FLFRAMINIC T�A C641_ 2'02 i! �,�L - - - -r.. - _17FT)R Rf = r -F t'VC TR.., VT IN I 'F .1,OCKED, E;� Y, I RE YT RTI" -"4 �t EAWS SIBLE QUALITY CONTROL MONITORED _?ER. -C, r s�2SST, '- �` S VRE OLE TO '/.03 ITE 1"R h Al IM E' . .. . EX7;'EPJOP_ DO(RS F.A.BPJCA':�'FD F1 0 0 r; G D A S T. W1 7 I ��;IED'�',`i' -, I . _k4 Bil ��k.,ST C1396, P, OiBS 10 Ir NT NTD ClbA Wffji L:",VF oRE. �j Y. SS FEDERAI. REOISTRAT.0""N C E7 1� W!.J,.T S A.' -:D.3 IkC �Z'� A -,i f A!-: OF T14F EP21 N' S E rLN D, 'P 'PTE�.;'�� .JS AM M -E PF-1.)DI ill,!','.;. ORPPROIv D SUBSTI 11-7r, VIN ACCORDANCE INVI-Ij 7 N-1101SAm Col., f 'E-"-SI'A.TF-SGYPSLTNi,:Oivl?ANY,'TOUGHROCKMC-L�'�A-(�UAPL�" TND LATION: IN' FNTER'.- OR OPENTINGS: DOOR. FABRICAT LT) WiTH I T B/CF DENSITY Er ALL BUILDING SLPJ3S. FASTEINERS: PROVIDE FAS INSTAL' D SUBSTITUTE. PR0V'DE TYPE ND, IN'ALL 40U.OW VOWS OF FOUNDATION CONSTRUCTION. REAPPLY 1NSTRucTibNs. _4A PArI' T' C, OR APPRONIE WHERE EY-'OSEDTO THE EXTERIOR OR IN CON FACT PFESERVA 7,rTVF e0LYURETRANE CORE. WHEP X O�;', TYPE E 1NDICATEI). TRETMENT TO ARES DISTURBED BY SUBSEQUANT CONSTRUCTION OP. PRESSURE TREATED OR FIREKTARDANN'TREATFI) PRODUCT AND 7� IANUFACTURER. "L SERIES" SERIES BY STEELCRAFT, OR 7.08 TPO (THERMOPLAST�C POLYOLEFIN) MEMBRANE ROOFING S'i. STEM LANDSCAPING. PROVIDE A FIVE YEAR WRITTEN WARRANTY AGAINST TERMITE APPROVED SUBSTITUTE. GLA.'�,S MAT GYPSUM SHEATHING: ASTM C1177, WATER-RESISTAN-t GYPSUM INSTALLATION: DISCARD MATERIALTHAT I IS TOO SHORT Forl, OPTIMUM JOINT QUALYTY ASSURANCE: PROVIDE ROOFING SYSTEMTHAT MEETS UL.90'CLASS A INFESTATION, AGREEING TO RETREAT AND REPAIR DAMAGE. INSTALLATION: INSTALL DOORS AND FRAMES IN ACCORDANCE WITH ANSI CORE PANELS WI t FIBERGLASS MAT FACINGS, TFUCKNESS AS INDICATED. -7.5 REQUIREMENTS. V-4 ARRANGEMENT, SPLrF,WARPED, BOWED, TWISTED, OR OTHERWISE DEFECTIVE. AND FM I PROVIDE AT WALL AREAS INDICATED TO RECEIVE TILE FINISH. YAL S VSTEM WARRANTY, TO REQ-1--IRED LIN]ES AND, ELEVATIONS, MEMBERS ?50.11 ANDANSJ A115.IG. SET FRA-ME9 PLUMB, LEVEL STRATCTHT, AND SQLj;k,RE_ 2.04 7�0 SET CAFTENTRY WORT WARRANTY: PROVIDE MANUFACTURER!S.i5 Y-EAk 0 SCREWS: AS I TM C . 954, TYPE S 12, PAN OR LOW-PROFTLE HEAD AT STEEL FRAMING, -A.?,,TD.-%.NCHC)!Z.SECURELY.TNPLACE�CTROT..ITJAMBSIN� S, NRY PIPE: PERFORATED POLYETHYLENE PIPE AND FITTINGS, PLUMB, LIEVEL, SQUARE, AND STRAIGITT (1W IIN 10', 1/2" TOTAL)-,CUT1 ME-11.ZZRS WITH MAXIMUM WIND SPEED UP TO 120 MPH. CORRUGATED, WITET.COUPLINGS FORJOINTS. FIT TIGHTLY, AND SECURELY.`�TTCH TO SUBSTRATES AND SUPPORTINOr CON STRUCTION. INSTALL DOORS TO ALIGN "ATITH FRAMES, WITH kND BUGLE OR PANCAKE FMAD AT GYPSUM BOARD TO STEEL FRAMING., 4 RCE *,D OPERATION AND UNIFORM CLE CES OF 1/8" AT H AD AND PROVIDE CORROSIONPESISTANT SCREWSAT GLASS MAT GYPSUM SHEATEIING. MEMBERS NVrrT4FASTEP..'EY.S."P.,'.-i'WILL NOT PENETRATEMEMBERWHERE TPO MEMBRANE: WHITE, 60MIL, SCRIM-REINFOI -DTPOMEM]3P_A_N1 UNENCUMBER-4- ARAN E N ADHERED INSTALL�'!�-FIO.N;'?�URE-WELD"-BY CARLILEYNTECH TED ;-_-iLTFR FABRIC: NOMWOaNISYNTFIETIC FIBER GEOTEXTILE FABRIC DESIGNED AMBS,AND 3.4" AT SILL UNLESS OTHERWiSE INDICATED. INSTALL FIRE R -A) OPPOSITE SIDE WILL BE MOOSED.-TO VIEW F P -WISH MATERIALS. - IM 519". TUTE. PROVIDE D(;OkS AND FRAMEF IN ACCORDANCE WTTFI'IIFPA 80. LATE WOOD SUPPORTS MIN1MU TO PASS NVATER_,`V�IIL� YETAINfNG SOIL. INCOFTORATED, OR APPROVED SUBSTT ,-r'VV'S.ASTNIC'.002,SlZi,,J?T)PENETF PROVIDE BLOCKENC, AS OF OTHER WORK. 'T kNERS. C" -AE -MIXEDALL-PURPOUSE Wc DRAINAGE FILL: W16HED GRAVEL OF CRUSFIED STONE, WITH TA MEMBF_�.NEMANUFC URER, INCLUDING ADHESIVES, CLU. 'fO21,;TC(YTOU, AND TAPE: ASTMC475, READ% 'SIE IINGS, FASTENERS, PLATES,,% ND ALUM TCES, -ING 1-1/2' VE AND 140T MORE IIIA .50/. PASSING ANO. 8 SIEVE. 6.02 GYPSUM SHEATHING: ASTIM C1177, WATR-RESISTANTGYPSU1,A C,:�RE PANFLS'WITH P.RRAER S, SEA TAPES, SEALANTS, FLASI 8.0- NUM. STOREFRONTS AND ENTI ,AN DIn -TYPr INYL BASED JOINT COMPOI il D, AND 2" PAPER REINFORCING INSTALLAION: INITALIL PERFOR FIBERGLASS MAT FACINGS, THICKNESS AND TYPE AS INDICAIED; "SECUROCK" BY WAL1.7VAYS. �aENERAL: ALUM1NL;%1 FRAMED STOREFRONTS -AND ENTRANCES AS TAPE. ATED PIPE WITH PERFORATIONS DOWN, UNITED STATES GYPSUM COMPANY, "DENSGLAS GOLD" BY GEROGIA-PACIFIC MANUFACTURED BY KAWNEER COMPANY, INC.; OR APPROVED SUBSTITUTE. JOINING PIPE AND FITTINGS WITH COUPLINGSTOR SOILTIGHT JOMTS. PROVIDE ROOF INSULATION: POLYISOCYANURATE BOARD INSULATION, AST?vf C1299, CORNER BEAD AND EDGE TRIM: ASTM C1047. ZINC ALLOY FORMED BEAD, CLEAN -OUTS AT MAXIMUM 75 FOOT IN 11-ERVALS. EXTEND PIPE TO DAYLIG14T BUILDING PRODUCTS, OR APPROVED SUBSITUTE INSTALL IN ACCORDANCE WITH TYPE 11, CLASS 1, GRADE 2 (20 PSI); `HP -H POLYISO" BY CARLISLE SYNTECH FABRICATE FROM,E)CIRUDED ALUMINUM COMPLYING WITH ASTM B221, 6063 T-6 L -TRIM, OR U-TRI,��.f WITH FLANGES FOR CON�EALMENT IN JOINT COMPOUND. I I AS -TM C1280, GAm253, AND THE NIAINUFACT UREKS INSTRUCTIONS. AATACH TO INCORPORATED, OR APPROVED SUBSTITUTE. PROVIDE RECOMMENDED. ALLOY AND TEMPER. PROVIDE MANUFACTURER!S RECOMMENDED FASTENERS, PITCHED 114 DIRECTION OF FLOW AT MINIMUM 1% SLOPE. PLACE GRAVEL AS METAL FRAMING WITH CORROSION RESISTANT SCREWS COMLYING WITH ASTM MECHANICAL FASTENERS TO ATTACH INSULATION TO SUBSTRATE FABRICATE REINFORCING MEMBERS, ANCHORS, CLIPS, ACCESSORIES, AND SEALANTS. ACOUSTICAL INSULATION: ASTM C655, TYPE 1, CLASS A, UNFACED GLASS FIBER INDICATED, SURROUNDED BY FILTER FABRIC, BATT INSULATION. FRICTION FIT BATTS TO FILL ENTIRE STUD CAVITY. C1002 OR ASTM C954. TAPERED INSULATION WITH TWICE THE SLOPE OF THE MAIN ROOF. PERFORMANCE REQUIREMENTS: PROVIDE STOREFRONT AND ENTRANCE I c -SAG, PAINTABLE, NON -STARTING 0 ONCRETE: INST I I ATTCW- INSTAT I MEMRR 41,M ROOFING SWS�M SYSTEM, INCLUDING ANCHORAGE, CAPABLE OF WITHSTANDING DESIGN ACOUSTICAL SEALANT: ASTM C834, NON . A . - M IN AGGORDANCE)AZITH 3.01, RELATED DOCUMETS: SEE STRUCTURAL DRAWINGS. 6,03 ARCHI I ECI URAL WOODWORK: THE NLA-NUFACTURER!S INSTRUCTIONS. MECHANICALLY FASTEN INSULATION WIND LOADS INDICATED. LA= SEALANT, UE AIRBORNE SOUND IRANSM1SSK)1T(ASTNI_ GENERAL: COMPLY WITH AWI QUALITY STANDARDS. COMPLY WITH CARB TO SUBSTRATE IN TWOLAYERS WITH STAGGERED JOINTS, WITH TOTAL FINISH: MEDIUM BRONZE ANODIC COATING COMPLYING WITH E90), AND COMPLYING WITH ASTM E814. YDE EMISSION LEVELS. SUBMIT SHOP 3.02 CAST -FN -PLACE CONCRETE: REQUIREMENTS FOR FORMALDER THICYINESS TO ACI-11EVE R -VALUE INDICATED. ADHERE MEMBRANE TO AA-MIOC22A44, AAMA 61 1, ARCHITECTURAL CLASS 1. INSTALLATION: COMPLY WITH ASTM C754 FOR STEEL FRAMING INSTALLATION, TOLERANCES: PLACE CONCRETE AT INDICATED LOCATIONS AND ELEVATIONS, DRAWINGS OF ARCHITECTURAL WOODWORK FOR APPROAL. PROTECT WOOD SUBS -,RATE, SECURE AT PERIMETER AND PENETRATIONS, AND HOT AIR WELD AND ASTM C840 AND GA -216 FOR GYPSUM BOARD APPLICATION AND FINISHING. STOREFRONT FRAMING SYSTEMS: SYSTEMS TO HAVE MAXIMUM AIR TRUE TO LINE, PLUMB, AND LEVEL (1/8" IN 10', 1/4" IN TOTAL). PRODUCTS FROM EXPOSURE TO WEATHER AND CONTACT WITH WET SURFACES. SEAMS. PROVIDE MEMBRANE FLASIIING AT ALL WALLS, CURBS, EDGES, AND 1TRATION RATE OF 0.06 CFM/SF @ 6.24 PSF STATIC AIR PRESSURE AT FIRE RATED ASSEMBLIES, PROVIDE MATERIALS AND INSTALLATION DO NOT DELIVER WOODWORK FOR INTERIOR USE UNTIL, TEMPERATURE AND PENEERATIONS. INFI_ 1'4 DRAINAGE FILL: WASHED CRUSHED STONE, ASTM C136 NO. 57, PLACE AND'. ITION MINIMUM 3 DIFFERENTIAL (ASTM E283), NO WATER LEAKAGE @ 8 PSF STATIC AIR PRESSURE IDENTICAL TO THOSE LISTED BY UL. ISOLATE STEEL FRAMING FROMBUILDINCT HUMIDITY CONDVRONS 14AVF BEEN STABILIZED, AND COND TRUCTURE, AND PROVIDE SUPPLEMENTARY FRAMING AND BLOCKING TO COMPACT DRAINAGE FILL MATERIAL TO REQUIRED ELEVATIONS, WITHA DIFFERENTIAL (ASTM E33 1), AND MAXIMUM DEFLECTION OF L/175 @ 20 PSF S DAYS IN STABILIZED SPACE BEFORE INSTALLATION. 7.09 METALALL PANELS: TOLERANCE OF 1/2" IN 10'. STATIC AIR DESIGN LOAD (ASTM E330). SUPPORT ATTACHED WORK APPLY GYPSUM BOARD TO MINIMIZE BULT JOINTS, GENERAL: STRUCTURAL METAL WALL PANELS TO WITHSTAND DESIGN WIND WITH END JOINTS STAGGERED MINIMUM 24". AND SCREW ATTACH TO' PLASTIC LAMINATE CABINETS: AWI CUSTOM GRADE, FLUSHOVERLAY INTERIOR STOREFRONT FRAMING SYSTEM:- NON -THERMALLY BROKEN, VAPOR RETARDER: MINIMUM 10 MIL PLAS'-qC SHEET COMPLYING WITH ASTM LOADS INDICATED, WITH MAMMUM DEFLECTION OF 1/120 OF THE SPAN. ALLOW SUPPORTS. PROVIDE CORNER BEAD AT ALL EXTERNAL CORNERS, ANb- EDGE CONSTRUCTION, NEMA GRADE HGS PLASTIC LAMINATE UNLESS OTHERWISE FORTHERMAL MOVEMENT AND DEFLECTION FROM AMBIENT AND INTERNAL CENTER GLAZED TO ACCEPT 1/4" GLASS, WITH FACE DIMENSIONS OF 1-3/4" E1745, CLASS A. INSTALL IN ACCORDANCE WITHASTM E1643. LAP JOINTS INDICATED IN COLOR AND FINISH AS SCHEDULED, PROVIDE WHITE MELAZvf[NE TRIM WHERE BOARDS ABUT OTHER CONSTRUCTION. ENMED JOINT T,:dE AND MrNMUM 6", AND SEAL JOINTS, PERIMETER AND PENETRATIONS WITH TEMPERATURE VARIATIONS. PROVIDE MANUFACTURERIS RECOMMENDED 4"; "TRIFAB.400". FINISH AT ALL INTERIOR AND NON -EXPOSED SURFACES, INCLUDING SHELVES. PAPER FACED METAL TRIM IN JOINT COMPOUND, THEN APPLY 3 COATS OF JOINT MANUFACTURER!S RECOMMENDED MASTIC OR TAPE. FASTENERS, CLOSURES, FLASHINGS, SEALANTS, TRIM, AND ACCESSORIES. THERMALLY BROKEN STOREFRONT FRAMING SYSTEM: THERMALLY COMPOUND OVER JOINTS, TRIM, FASTENERS, AND SURFACE DEFECTS, SANDING z u CABINET HARDWARE ANSI/BHMA A156.9. INST L IN ACCORDANCE WITH THE MANUFACTURERIS INSTRUCTIONS. u FINISHING: FLOAT INTERIOR SLABS AND APPLY TROWEL FINISH. FLOAT DOOR AND DRAWER PULLS: STEEL WIRE PULL WITH POLISHED CHROME BROKEN, CENTER GLAZED TO ACCEPT 1" INSULATING GLASS, WITH FACE AFTER EACH COAT AND LEAVING SURFACE SMOOTH AND FREE OF VISUAL w EXTERIOR SLABS AND APPLY NON -SLIP BROOM FINISH PERPENDICULAR TO RI=RTDL�INIETAL -VA#-' L. PANELS: M MMUM 26 GAUGE GALVALUME STEEL. DIMENSIONS OF 2" x 4-1/2"; "TRIFAB VG 45 IT". DEFECTS (GA -214 LEVEL 4); EXCEPT EXCEPT APPLY I COAT, AT CONCEALED ITRAFFIC DIRECTION. FINISH, 4" CENTER -TO -CENTER SPACING, ITEM # 116.07.238 BY HAFELE SMOOTH SURFACE, 36" WIDE x I- 1/4" MGHT, WITH GASKETED EXPOSED' ALUMINUM E I NTRANCES: MEDIUM ST . ME DOORS AND HARDWARE, STILE WIDTH SURFACES (GA -214 LEVEL 2). AMERICA CO., OR APPROVED SUBSTITUTE. OF 3-4/2", TOP RAIL WIDTH OF 3-1/2", AND BOTTOM RAIL WIDTH OF 6-1/2"- "SWING 1 u, FASTENING SYSTEM; "PBR" BY MBCI, OR APPROVED SUBSTITUTE. CURING: COMPLY WITH ACT 308. PROTECT CONCRETE FROM PREMATURE DOOR HINGES: 32mm SYSTEM CONCEALED HINGES WITH 110'OPENING GALVALUME FINISIT ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM DOOR'350". MAJaMUM AIR INFILTRATION RATE FOR SINGLE DOOR OF 0A 9.02 TILE: DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES. APPLY CURING ANGLE; "CLIPTOP" BY BLUM INC., OR APPROVED SUBSTITUTE. A792, GRADE _50,_COATING CLASS AZ50), UNPAINTED GALVALLTME PLUS CFMISF @ 6.24 PSF STATIC AIR PRIES SURE DIFFERENTIAL (ASTM E283). PROVIDE -GENERAL: MAINTAIN MINIIVIUM TEMPERATURE OF 50 DEGREES F DURING COMPOUND AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURTACES AY17ER FINISH , DTC. D . RAWER SLIDES: SIDE MOUNTFD FULL EXTENSION SLIDFS, "MODEL 3832" FINISH, WITH 20 YEAR WARRANTY. MANUFACTUREXS..STANDARD HARDWARE IS SCHEDTJLED. INSTALLATION, AND FOR 7 DAYS AFTER COMPLETION, PROTECT TILE FROM IATION.' 'PROVIDE MAIL SLOT AS INDICATED. FOOT TRAFFIC FOR MINIMUM I DAYS AFTER INSTALI, BY ACCURIDE INTERNATIONAL INC., OR APPROVED SUBSTITUTE. CONCRETE CURING-SEALEING CON20LJND: ASTM C309 TYPE 1, CLASS A & B, 7.10 METAL TRAPEZOIDAL SEAM ROOF PANELS: MINIMUM 24 GUAGE STEEL CERAMIC WALL TILE: ANSI A137.1, MOISTURE ABSORPTION LESS THAN 0.50% INSTALLATION: INSTALL ALUMINUM STOREFRONT FRAMING AND ENTRANCE ACRYLIC CO -POLYMER LIQUID MEMBRANE -FORMING CONCRETE CURING FILE DRAWER SLIDES: SIDE MOUNTED FULL E=NSION HEAVY DUTY STRUCTURAL ROOF PANELS TO WITHSTAND DESIGN WIND LOADS AND OTHER (ASTM C373); MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. PROVIDE COMPOUND;'DIAMOND CLEAR" By EUCLID CHEMICAL COMPANY, OR SLIDES; "MODEL 4034" BY ACCURIDE INTERNATIONAL INC., OR APPROVED LOADS INDICATED WITH MAXIMUM DEFLECTION OF 1/240 OFTHE SPAN, UL 580 DOORS IN ACCORDANCE WITH THE MANUFACTURERIS INSTRUCTIONS. SET APPROVED SUBSTITUTE. PREPARE SURFACES AND APPLY TO NEW SUBSTITUTE. WIND UPLIFT CLASS 90,3" HIGH TRAPEZOIDAL LEG STANDING SEAMS WITH SNAP STOREFRONT FRAMING PLUMB, LEVEL, TRUE -TO -LINE, AND SQUARE, WITHOUT MATCHING TRIM PIECES WHERE INDICATED, CONCRhTE IN ACCORDANCE WITH THE MANUFACTUREWS, INSTRUCTIONS. JOINTS AND CONCEALED FASTENING SYSTEM, SMOOTH SURFACE: "ULTRA-DEIC'BY DISTORTION OR IMPEDING THERMAL MOVEMENT PROVIDE INDICATED MORTAR BOND COAT: LATEX -PORTLAND CEMENT MORTAR (ANSI Al 184). PLASTIC LAMINATE COUNTERTOPS: AWI CUSTOM GRADE, WITH 4" MBCI, 01� APPROVED SUBSTITUTE; PROVIDE MANUFACTUREWS RECONR,�ENDED, FLASHINGS TO MATCH FINISH OF ALUMINUM FRAMING. SET SILL MEMBERS IN 4 MASONRY BACKSPLASHES AND SIDESPLASHES, NEMA GRADE HGS PLASTIC LAMINATE FASTENERS, CLOSURES FLASHINGS, AND ACCESSORIES. INSTALL WITHOUT END BED OF SEALANT, SEPARATE ALUMINUM FROM CORROSIVE MATERIALS, GROUT: POLYMER MODIFIED CEMENT GROUT (ANSI AT 18.7); MANUFACTURER OCUMENTS: SEE STRUCTURAL DRAWINGS. UNLESS OTHERWISE INDICATED IN COLOR AND FINISH AS SCHEDULED. _;�inl THE MANUFACTURERS INSTRUCTIONS. ENSURE CONDENSATION OR WATER PENETRATING JOINTS DRAINS TO AND COLOR AS SCHEDULED. 4.01 RELATED D LAPS IN ACCORDANCE INSTALLATION: COMPLY WITH AWI SECTION 1700, CUSTOM GRADE. SET UNITS EXTI ERIOR, AND ANCHOR SECURELY IN PLACE. INSTALL DOORS TO ALIGN WITH INSTALLATION: INSTALL TILE IN ACCORDANCE WTH REFERENCED STANDARDS 4.02 MASONRY: GALALUME FINISH: ALUMINUM -ZINC ALLOY -COATED STEEL SHEET (ASTM FRAMES, WITH UNENCUMBERED OPERATION AND UNIFORM CLEARANCES, AND THE MANUFACTURERS INSTRUCTIONS. ACCURATELY CUT AND FIT TILE, LEVEL, STRAIGHT, AND TRUE, WITH NO DISTORTIONS. SHIM A REQUIRED WITH' A�Q� �_Dfi,n�CA f�nA�MXVI_f'T ACIL A�Cg TT�TDATXr T-,n_ATxrirTTxlmnTTTc vi-xTrorl INSTRUCTIONS. SET ENTRANCE PLUMB, LE, VEL, S I &MG111 twuj SQuiukE, tu-4w WIL.0 STUD, CM1J, OR CONCRETE SUBSTRATE AS REQUIRED. SPACE ANCHORS ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS TO PRODUCE A METL FASCIA SYSTEM: CONCEALED -FASTENING FASCIA SYSTEM TO FASTEN SECURELY IN PLACE. ADJUST DOOR OPERATORS, CONTROLS, AND TEES, FLUSH FIT CROSS TEES, BAKED POLYESTER PAINT FINISH; MAXIMUM 24" 0 C HORIZONTAL AND 16" 0 C VERTIC A I T rtTy ESQ riTT-TER) zp x x—T A q� c!YxTr--T v w -,r v nnvmT Airrrty r-nxrr-rwTrTnTTc �_AT xrAxn7v� v=vTI - I I ;5r1uvLLr1zI3 1vw1rv101QuNr1 wiln Ili NuiNlIVIUM, Lur�MLJ .[ru`1b11Nn3a ur ou 11111)11�. -1 � -- F-- QMOOTH A"-- SAFE OPERATION AND WEATHERTIG-W CLOSUI I I MANUFACTURER PRODUCT AND COLOR AS SCHEDULED. PROVIDE GENERAL: COMPLY WITH RECOMMENDATIONS OF BIA AND NCMA. DO NOT . I CONCEALED SHIMS TO A TOLERANCE OF 1/9" IN T -O" FOR LEVEL, WITH NO I I I WITH 20 YEAR WARRANTY. 8.03 AUTOMATIC SLIDING ENTRANCE: AUTOMATIC SLIDING DOOR ASSEMBLY FOR WITHOUT MARRING VISIBLE SURFACES. LAY TILE IN GRID PATTERN UNLESS INSTALL MASONRY WHEN TEMPERATURES ARE BELOW 40 DEGREES F. PROTECT VARIATION IN FLUSHNESS FOR ADJOINING SURFACES, SCRIBE AND CUT SUMI?S, SPILLOUT SCUPPERS, ACCESSORIES, AND STAINLESS STEEL CONCEALED TWO-WAY TRAFFIC PATTERN IN CONFIGURATION INDICATED, WITH EMERGENCY, OTHERWISE INDICATED, SET WITH UNIFORM JOINT WIDTHS, AND ALIGN BASE COMPLETED 1vLA,SOY_R,Y WORK FROM FREEZING FOR MINIMUM 48 HOURS BY USE WOODWORK TO FIT ADJOINING WORK, AND REATORE FR41SH OF CUT SURFACES. 7.11 METAL ROOF EDGE SPECIALTIES: BREAKAWAY CAPABILITY FOR SLIDING LEAF(S) AND SIDELIGHT(S). PROVIDE JOINTS WITH FLOOR JOINTS WHERE TILE ARE SAME SIZE. PROVIDE TILE OF INSULATrNG BLANKETS OR BY PROVIDINU ENCLOSURE AND HEAT. ANCHOR SECURELY TO SUBSTRATES WITH CONCEALED FASTENERS. ADJUST GENERAL: PROVIDE THIRD PARTY VERIFICATION OF COMPLIANCE WI -11-1 THE ENTRANCE SYSTEM, INCLUDING ANCHORAGE, CAPABLE OF WITHSTANDING DESIGN EXPANSION JOINTS ALIGNED WITH EXPANSION AND CONTROL JOINTS IN SUBSTRATE, AND INSTALL SEALANT FOR JOINTS SUBJECT TO MOVEMENT. FACE BRICK- MODULAR BRICK, ASTM C216, GRADE SW, TYPE FBS, FACE HARDWARE TO ALIGN DOORS AND DRAWERS, AND TO PROVIDE FOLLOWING PERFORMANCE CRITERIA: WIND LOADS INDICATED. FABRICATE FROM EXTRUDED 6063-T6 ALUMINUM THREE TIMES DESIGN LOAD. DIMENSIONS OF 2-1/4"HIGH x 7-5/8" LONG x 3-5/8" THICK; MANUFACTURER, UNENCUMBERED OPERATION CANT; 'ECONOSNAP" BY W.P. HICKMAN CO., OR APPROVED SUBSTITUTE. MEMBERS. PROVIDE MAUNFACTUREWSS.TANDARD OPERATORS. ELECTRONIC WALL TILE: INSTALL OVER GLASS MAT GYPSUM SHEATHING IN COLOR, AND TEXTURE A'�', SCHEDULED. PROVIDE U3 -;CORED U111TS WITH ALL 7 'fBERMAL AND MOISTURE PROTECTION METAL COPING SYSTEMS: ANSI/SPRI STANDARD ES -1 TEST RE -3. CONTRC-_ S, SAFETY DEICES, AND2RESENCE SENSORS, EMERGENCY ACCORDANCE WITH TCAT VffiTilOD WMI 1 -?ORTLtkND CEMENT BOND COAT (ANSI A108.5), AND POLYMER MODIFIED CEMENT GROUT (ANSI EXPOSED SURFACES FINISHED FOR SILLS, CAPS, CORNERS, AND SIMILAR APPROVED SUBSTITUTE. - PROVIDE MANUFACTURER'S RECOMMENDED INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS BREAKAWAY FEATURE, SLIDING WEATERSTRIPPING, DOOR BOTTOM SWEEP, AND REFLECTED CEILING PLANS. INSTALL WALL MOLDINGS AT INTERSECTION OF APPLICATIONS. 7.01 FLUID APPLIED WATERPROOFING - FOR EXPOSED CONDITIONS METAL FASCIA SYSTEMS: ANSI/SPRI STANDARD ES -1 TESTS RE -1 AND RE -2. DOUBLE BEVELALUMINUM THRESHOLD. A108.10). MORTAR FOR ABOVE GRADE NON -LOAD BEARING MASONRY VENEERS: ASTM WATERPROOFING: ASTM C836, COLD LIQUID -APPLIED, SINGLE -COMPONENT, FINISH: 70% FLUOROPOLYMER FINISH COMPLYING WITH AAMA 2605, MINIMUM FINISH: MEDIUM BRONZE ANODIC COATING COMPLYING WITH 9.03 ACOUSTICAL PANEL CEILINGS: C270, TYPE N, COLOR AS SCHEDULED. SOLVENT -FREE, ELASTOMERIC WATERPROOFING MEMBRANE. PROVIDE 1.2 MIL DRY FILM THICKNESS, COLOR AS SCHEDULED. AA-MIOC22A44, AAMA 61 1, ARCHITECTURAL CLASS 1. ACOUSTICAL PANELS: WET FORMED MINERAL FIBER (ASTM E1264, TYPE III, MASONRY CEMENT: ASTM C91 MANUFACTURERIS RECOMMENDED PRM1ERS. AND �SEALANTS. METAL COPING SYSTEM: CONCEALED -FASTENING COPING SYSTEM WITH NOMINAL I -3/4"x4-1/2' FRAME, 2" STILES, 12" BOTTOM RAILS, AND 2" FORM 2, AND ASTM E84 CLASS A), LOW VOC FORMULATION, FOR USE WITH 15116" AGGREGATE: ASTM C144. PRODUCT: "CCW -525" BY CARLISLE COATINGS & WATERPROOFING, INC., 0 X� GALVANIZED STEEL ANCHOR CLEATS, GUTTER SUPPORT CHAIRS,AND INTERMEDIATE RAILS. EXPOSED GRID SUSPENSION SYSTEM; MANUFACTURER, PRODUCT AND COLOR WATER: POTABLE, APPROVED SUBSTITUT. CONCEALED SPLICE PLATES AT BUTT JOINTS. PROVIDE MATCHING CORNERS PROVIDE ACCESS CONTROL LOCKING SYSTEM FOR INTEGRATION WITH OWNERS AS SCHEDULED. CALCIUM CHLORIDE: NOT PERMITTED. DRAI NAGE BOARD: MOLDED POLYSTYRENE DRAINAGE SHEET WITH AND CAPS WITH FULLY WELDED SEAMS, AND STAINLESS STEEL CONCEALED KEYPAD ACCESS SYSTEM, WITH FAIL -SECURE SOLENOID LOCKING DEVICE AND HIGH HUMIDITY ACOUSTICAL PANELS: FUGH DENSITY CERAMIC AND MINERAL VENEER ANCHORS: 2 PIECE ADJUSTABLE VENEER ANCHORS FABRICATED FROM GEOTEXTILE FABRIC FACING. FAST ENERS. KEYED CONTROL SWITCH. AND FIBER COMPOSITE WITH SCRUBBABLE FINISH (ASTM E1264, TYPE)Cv, ASTM 5-1/2" LONG 14 GAUGE ANCHOR PLATE WITH 3116" DIAMETER WIRE TRIANGULAR PRODUCT: "CCW MIRADRAIN 6200XL" BY CARLISLE COATINGS & PREFINISHED METAL COPING: FABRICATE FROM 24 GAUGE GALVANIZED PRODUCT AND MANUFACTURER- "DURA -GLIDE 3000 SERIES" BY STANLEY E84 CLASS A), LOW VOC FORMULATION, FOR USE WITH 15/16" EXPOSED GRID TIE, HbT-DIP GALVANIZED AFTER FABRICATION (ASTM A153 CLASS B); WATERPROOFING. INC., OR APPROVED SUBSTITUTE, STEEL, DIMENSIONS AS INDICATED, WITH 20 GAUGE GALVANIZED STEEL ACCESS TECHNOLOGIES, OR APPROVED SUBSTITUTE., SUSPENSION SYSTEM; MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. "DW- 10HS", BY HOHMANN & BARNARD, INC., OR APPROVED SUBSTITUTE. INSTALLATION: I REMOVE PROJECTIONS, FILL VOIDS, AND CLEAN SURFACES TO ANCHOR CLEATS AT 60" O.C.; "PER.MASNAP COPING" BY W,P. HICKMAN CO., INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S SUSPENSION SYSTEM: ASTM C 635, HEAVY DUTY, DOUBLE -WEB GALVANIZED PROVIDE MANUFACTURERIS RECOMMENDED SCREW FASTENERS FOR METAL APPTVWATPI?'PPnnVTmr�-k4Ptknl?AVPIN OR APPROVED SUBSTITUTE. ��InQVMVT AXT=nXTIAA�7�1VAIA40 AXT�f'DrI,00 INSTRUCTIONS. SET ENTRANCE PLUMB, LE, VEL, S I &MG111 twuj SQuiukE, tu-4w WIL.0 STUD, CM1J, OR CONCRETE SUBSTRATE AS REQUIRED. SPACE ANCHORS ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS TO PRODUCE A METL FASCIA SYSTEM: CONCEALED -FASTENING FASCIA SYSTEM TO FASTEN SECURELY IN PLACE. ADJUST DOOR OPERATORS, CONTROLS, AND TEES, FLUSH FIT CROSS TEES, BAKED POLYESTER PAINT FINISH; MAXIMUM 24" 0 C HORIZONTAL AND 16" 0 C VERTIC A I T rtTy ESQ riTT-TER) zp x x—T A q� c!YxTr--T v w -,r v nnvmT Airrrty r-nxrr-rwTrTnTTc �_AT xrAxn7v� v=vTI - I I ;5r1uvLLr1zI3 1vw1rv101QuNr1 wiln Ili NuiNlIVIUM, Lur�MLJ .[ru`1b11Nn3a ur ou 11111)11�. -1 � -- F-- QMOOTH A"-- SAFE OPERATION AND WEATHERTIG-W CLOSUI I I MANUFACTURER PRODUCT AND COLOR AS SCHEDULED. PROVIDE PROJECT NUMBER 1 4 DATEJOINTS ABOVE FLASHING AT MAXIMUM 32" O.C., EXTENDED FROM 1/2" WITH OVERBURDEN. FOR UNDERSLAB APPLICATION, PLACE OVER LEVEL AND 7,12 FLASHING AND SHEET METAL: FABRICATE AND INSTALL IN ACCORDANCE WITH AND VERTICAL SURFACES. BEYOND EXTERIOR FACE OF MASONRY TO CAVITY, AND LAID CONTACTED GRADE -WITH NON -WOVEN SIDE UP. OVERLAP EDGES 4" MINIMUM SMACNA "ARCHITECTURAL SHEET METAL MANUAL". SEPARATE METALS FROM KEYING: PROVIDE 6 -PIN CYLINDERS FOR ALL LOCKS. RE -KEY ALL LOCKS AT HORIZONTALLY ON TOP OF FLASHING MINDAUM 24". AND STAPLE JOINTS. EXTEND MINIMUM 12" UP OR BEYOND PERIMETER FORMS, CORROSIVE SUBSTRATES, PROVIDE FOR THERMAL EXPANSION AND BUILDING END OF CONSTRUCTION IN MASTERKEY SYSTEM AS DIRECTED BY OWNER. 9.04 CARPET TILE: TYPE 6 NYLON, SOLUTION DYED, TUFTED TEXTURED LOOP, STAIN MASONRY INSULATION: TWO COMPONENT URETHANE INSULATION, PROVIDE RECOMMENDED TREATMENT AT ALL PENETRATIONS. MOVEMENT, AND ANCHOR WORK IN PLACE WITH NON -CORROSIVE FASTENERS, MINIMUM PROVIDE OWNER WITH 8 MASTERKEYS AND 2 CHANGE KEYS FOR EACH LOCK. AND ANTI-1%41CROBIAL TREATED, CRITICAL RADIANT FLUX OF 0.45 wATrs/sQ cm ADHESIVES, OR SETTING COMPOUNDS. OR GREATER (ASTM E648); MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. SHEET NUMBER R-4.9 PER INCH; "CORE -FILL 500" BY TAILORED CHEMICAL PRODUCTS, OR 7.03 DAMPPROOFING: ASPHALT -BASED EMULSION -TYPE VAPOR -PERMEABLE LIQUID PREPARE SUBSTRATES AND INSTALL CARPET TILE IN ACCORDANCE WITH THE APPROVED SUBSTITUTE. FILL ALL OPEN CELLS AND VOIDS IN EXTERIOR APPLIED DAMPROOFING, ASTM DI 127 TYPE IT CLASS; "SEALMASTIC TYPE IT", BY W.R. GUTTERS AND DOWNSPOUTS: FABRICATE FROM MINIMUM 24 GUAGE HOLLOW CMU WALLS. MEADOWS, INC., OR APPROVED SUBSTITUTE. PREPARE CMU SURFACES AND APPLY GALVALUME STEEL (ASTM A792, GRADE 50, COATING CLASS AZ50), WITH MANUFACTUREICS INSTRUCTIONS, USING RECOMMENDED LOW-VOC ADHESIVES, I I 2-CC�AT FLUOROPOLYMER. FINISH SYSTEM IN COLOR INIDICATED. ATTACH PATCMNG AND LEVELING COMPOUNDS, AND ACCESSORIES. COMPLY WITH CRT LAYING MASONRY: BUILD WALLS TRUE TO LINE, PLUMB AND LEVEL (1/4" IN 10, IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 1/2" IN TOTAL). BUILD DOWNSPOUTS TO GUTTERS AND STRAPS WITH STAINLESS STEEL RIVETS. INDOOR AIR QUALITY INSTALLATION GUIDELINES. LAYOUT TILE AS INDICATED OR -IN ITEMS AND PROVIDE OPENINGS AND RECESSES FOR TO PROVIDE EQUAL WITDH TILES GREATER THAN HALF -WIDTH AT OPPOSITE ENDS OTHER WORK AS REQUIRED. CUT MASONRY UNITS WITH MOROR DRIVEN SAWS EXPOSED METAL TRIM: FABRICATE FROM MINIMUM 26 GUAGE GALVALUME OF SPACES, BUTTILES TOGETHER TIGHTLY TO FORM SEAMS WITHOUT GAPS, AND TO FIT ADJOINING WORK AND MAINTAIN PATTERN; USE DRY.CUTTING SAWS TO STEEL (ASTM A792, GRADE 50, COATING CLASS AZ50), WITH 2 -COAT FIT TIGHTLY TO OBSTRUCTIONS. PROVIDE RESILIENT EDGE STRIPS AT EDGES OF FLUOROPOLYMER FINISH SYSTEM 114 COLOR INDICATED. FLOO CUT CONCRETE MASONRY UNITS. LA,Y UNUTS IN RUNNING BOND PATTERN, WITH NOMINAL 3318" JOINTS. DO NOT TOOTH -IN UNITS. LAY SOLID UNITS WITH TILES AFTER INSTALLATION. COMPLETELY FILLED BED AND HEAD JOINTS. LAY HOLLOW CONCRETE. 02 MASONRY UNITS WITH FULL MORTAR COVRAGE ON HORIZONTAL AND 'VERTICAL FACE SHELLS AND WEBS. FILL COLLAR JOINTS BETWEEN WrYTHES, EXCEPT AT REQUIRED CAVITIES. KEEP CAVITIES CLEAR OF EXCESS MORTAR. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE UNLESS OTHERWISE INDICATED, AND STRIKE JOINTS FLUSH WHEN INDICATED TO BE COVERED WITH ANOTHER MATERIAL. CLEAN MASONRY WITH WATER AND A SOFT BRISTLE BRUSH. INDICATED. ALLOW MEMBRANE TO CURE. INSTALL DRAINAGE BOARD IN ACCORD I ANCE SPRING CANT, AND CONCEALED SPLICE PLATES. PROVIDE MATCHING CORNERS, COORDINATE R\TEGRATON OF OWNER!S KEYPAD ACCESS SYSTEM. MANUFACTURERIS MATCHING EDGE MOLDINGS AND TRIM. SIZE ATTACHMENT CONCEALED FLASHING: 40 MIL PVC MEMBRANE FORMULATED WITH KETONE WITH THE MANUFACTURERS INSTRUCTIONS. SUMI?S, SPILLOUT SCUPPERS, ACCESSORIES, AND STAINLESS STEEL CONCEALED DEVICES FOR 5 TIMES DESIGN LOAD INDICATED IN ASTM C635. PROVIDE ETHYLENE ESTER, WITH CLEAR ADHESIVE; �FLEX-FLASH" B HOHMANN & FASTENERS. 8.04 HARDWARE: PF OVIDE HARDWARE AS SCHEDULED BY MANUFACTURER INDICATED, MINIMI -IM 12 GAUGE, WIRE FOR RANGERS D TIFS, AS 174 A6< 1, CLAS I ZINC, BARNARD, INC., OR APPROVED SUBSTITUTE BUILD -IN CCY14CF-ALED FLASHING TO,- BET%TTONIT PANEL WATERPROOFING - FOR BLIND SIDE CONDITIONS FABRICATE FROM 24 GAUGE GALVANIZED STEEL, DIMENSIONS AS Ok APPOVED SUB�;TITUTE. SUbi%/fI P HARDWARE SCHEDLfLE AND PRODUCT DA71A ON COATING, SOFT TEMPER, PRE -STRETCHED, WITH YIELD STRESS LOAD AT LEAST AT LINTELS, SILLS, AND AT BASE OF ALL WALLS TO DIVERT WATER TO THE WATERPROOFING: PANELS COMPOSED OF SODIUM BENTONITE CLAY BETWEEN INDICATED, WITH CONTINUOUS 24 GAUGE GALVANIZED STEEL SPRING ALL HARDWARE FOR APPROVAL BEFORE ORDERING. INSTALL HARDWARE IN THREE TIMES DESIGN LOAD. EXTERIOR. EXTEND FLASHING FROM THE EXTERIOR FACE OF MASONRY TWO LAYERS OF NEEDLE -PUNCHED WOVEN AND NONWOVEN POLYPROPYLENE CANT; 'ECONOSNAP" BY W.P. HICKMAN CO., OR APPROVED SUBSTITUTE. ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS AND TO COMPLY WITH INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C636 AND THE THROUGH THE WYTHE, TURN UP MINIMUM 8", AND MECHANICALLY FASTEN FABRIC; "CCW M[RACLAY" BY CARLISLE COATINGS & WATERPROOFING, INC. OR GOVERNING REGULATIONS, SET UNITS PLUMB, LEVEL, AND TRUE TO LINE AND MANUFACTURERS INSTRUCTIONS. LAYOUT CEILING GRID AS INDICATED ON TOP EDGE TO SUBSTRATE WITH TERMINATION BAR. LAP JOINTS IN FLASHING APPROVED SUBSTITUTE. - PROVIDE MANUFACTURER'S RECOMMENDED INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS LOCATION. REINFORCE SU13STRATES AS REQUIRED FOR PORPER. INSTALLATION REFLECTED CEILING PLANS. INSTALL WALL MOLDINGS AT INTERSECTION OF MINIMUM 6" AND SEAL. FASTENERS AND ACESSORIES. INSTRUCTIONS TO PROVIDE A WATERTIGHT SYSTEM THAT WILL AND OPERATION, AND DRILL AND COUNTERSINK UNITS THAT ARE NOT PREPARED 'DNERT NE SUSPENDED CEILING AT, 1ICAL SURFACES, WITH TEREDCORNERSOR 'WEEP HOLES: PROVIDE 1/4" DIAMETER COTTON CORD WEEP HOLES IN BEAD INSTALLATION: PROTECT PANELS FROM HYDRATING BEFORE BEING COVERED ACC6MMODATE THERMAL MOVEMENT. FOR ACHORAGE FASTENERS. ADJUST HARDWARE TO PROVIDE UNENCUMBERED CORNER CAPS. RA13BET EDGES OF REVEAL EDGE PANELS AT BORDER AREAS PROJECT NUMBER 1 4 DATEJOINTS ABOVE FLASHING AT MAXIMUM 32" O.C., EXTENDED FROM 1/2" WITH OVERBURDEN. FOR UNDERSLAB APPLICATION, PLACE OVER LEVEL AND 7,12 FLASHING AND SHEET METAL: FABRICATE AND INSTALL IN ACCORDANCE WITH AND VERTICAL SURFACES. BEYOND EXTERIOR FACE OF MASONRY TO CAVITY, AND LAID CONTACTED GRADE -WITH NON -WOVEN SIDE UP. OVERLAP EDGES 4" MINIMUM SMACNA "ARCHITECTURAL SHEET METAL MANUAL". SEPARATE METALS FROM KEYING: PROVIDE 6 -PIN CYLINDERS FOR ALL LOCKS. RE -KEY ALL LOCKS AT HORIZONTALLY ON TOP OF FLASHING MINDAUM 24". AND STAPLE JOINTS. EXTEND MINIMUM 12" UP OR BEYOND PERIMETER FORMS, CORROSIVE SUBSTRATES, PROVIDE FOR THERMAL EXPANSION AND BUILDING END OF CONSTRUCTION IN MASTERKEY SYSTEM AS DIRECTED BY OWNER. 9.04 CARPET TILE: TYPE 6 NYLON, SOLUTION DYED, TUFTED TEXTURED LOOP, STAIN MASONRY INSULATION: TWO COMPONENT URETHANE INSULATION, PROVIDE RECOMMENDED TREATMENT AT ALL PENETRATIONS. MOVEMENT, AND ANCHOR WORK IN PLACE WITH NON -CORROSIVE FASTENERS, MINIMUM PROVIDE OWNER WITH 8 MASTERKEYS AND 2 CHANGE KEYS FOR EACH LOCK. AND ANTI-1%41CROBIAL TREATED, CRITICAL RADIANT FLUX OF 0.45 wATrs/sQ cm ADHESIVES, OR SETTING COMPOUNDS. OR GREATER (ASTM E648); MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. SHEET NUMBER R-4.9 PER INCH; "CORE -FILL 500" BY TAILORED CHEMICAL PRODUCTS, OR 7.03 DAMPPROOFING: ASPHALT -BASED EMULSION -TYPE VAPOR -PERMEABLE LIQUID PREPARE SUBSTRATES AND INSTALL CARPET TILE IN ACCORDANCE WITH THE APPROVED SUBSTITUTE. FILL ALL OPEN CELLS AND VOIDS IN EXTERIOR APPLIED DAMPROOFING, ASTM DI 127 TYPE IT CLASS; "SEALMASTIC TYPE IT", BY W.R. GUTTERS AND DOWNSPOUTS: FABRICATE FROM MINIMUM 24 GUAGE HOLLOW CMU WALLS. MEADOWS, INC., OR APPROVED SUBSTITUTE. PREPARE CMU SURFACES AND APPLY GALVALUME STEEL (ASTM A792, GRADE 50, COATING CLASS AZ50), WITH MANUFACTUREICS INSTRUCTIONS, USING RECOMMENDED LOW-VOC ADHESIVES, I I 2-CC�AT FLUOROPOLYMER. FINISH SYSTEM IN COLOR INIDICATED. ATTACH PATCMNG AND LEVELING COMPOUNDS, AND ACCESSORIES. COMPLY WITH CRT LAYING MASONRY: BUILD WALLS TRUE TO LINE, PLUMB AND LEVEL (1/4" IN 10, IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 1/2" IN TOTAL). BUILD DOWNSPOUTS TO GUTTERS AND STRAPS WITH STAINLESS STEEL RIVETS. INDOOR AIR QUALITY INSTALLATION GUIDELINES. LAYOUT TILE AS INDICATED OR -IN ITEMS AND PROVIDE OPENINGS AND RECESSES FOR TO PROVIDE EQUAL WITDH TILES GREATER THAN HALF -WIDTH AT OPPOSITE ENDS OTHER WORK AS REQUIRED. CUT MASONRY UNITS WITH MOROR DRIVEN SAWS EXPOSED METAL TRIM: FABRICATE FROM MINIMUM 26 GUAGE GALVALUME OF SPACES, BUTTILES TOGETHER TIGHTLY TO FORM SEAMS WITHOUT GAPS, AND TO FIT ADJOINING WORK AND MAINTAIN PATTERN; USE DRY.CUTTING SAWS TO STEEL (ASTM A792, GRADE 50, COATING CLASS AZ50), WITH 2 -COAT FIT TIGHTLY TO OBSTRUCTIONS. PROVIDE RESILIENT EDGE STRIPS AT EDGES OF FLUOROPOLYMER FINISH SYSTEM 114 COLOR INDICATED. FLOO CUT CONCRETE MASONRY UNITS. LA,Y UNUTS IN RUNNING BOND PATTERN, WITH NOMINAL 3318" JOINTS. DO NOT TOOTH -IN UNITS. LAY SOLID UNITS WITH TILES AFTER INSTALLATION. COMPLETELY FILLED BED AND HEAD JOINTS. LAY HOLLOW CONCRETE. 02 MASONRY UNITS WITH FULL MORTAR COVRAGE ON HORIZONTAL AND 'VERTICAL FACE SHELLS AND WEBS. FILL COLLAR JOINTS BETWEEN WrYTHES, EXCEPT AT REQUIRED CAVITIES. KEEP CAVITIES CLEAR OF EXCESS MORTAR. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE UNLESS OTHERWISE INDICATED, AND STRIKE JOINTS FLUSH WHEN INDICATED TO BE COVERED WITH ANOTHER MATERIAL. CLEAN MASONRY WITH WATER AND A SOFT BRISTLE BRUSH. i P U r, un -C t L, i,tv.� L In �v , 0) , 0 11 UD13 I W tkuN a %, ki I . �o K��" AV.VVJ I � �VIVUINvl _ d to the floor. assambly� assembly MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. INSTALL IN LENGTHS AS J�e�qte wa. allb.e 6onstiutti mat WAINSCOT (ASTM B209 3003-H22) AT ALL LOBBIES. bly— e. or,2hi1i. d um: Stu6 11�asseihblySh 1A.- Roof LBeAm WI�xl%mijl size. 2,,W.4Asseiu Asserab y �,M I I .1 .. . 11 . . - ' ii� - ;; 9�scnbed'invthe ifidivi u 1 8012 35 LONG AS PRACTICAL IN ACCORDANCE WITH IT MANUFAC I UK=C3 RECOMNMNDED LOW-VOC ADHESIVE. FIELD FORM OUTSIDE AND INSIDE UNIT NUMBER PLAQUE: 270" PLAQUE CONFORMINGTO OWNERS SIGNAGE STANDARDS. COORDINATE NUMBERING WITH OWNER. the manner described in -the indiv�duadU400.:s esW.all:andParutionu.esign-muie..uj,-,.r.ir esi ancel, hall b i?�ay-b�iis6d.'I'hi.t66f.lassernblys e,,const . t t U11 San ln,e� e ght,- In 2. Normal Weight Concrete -Normal weight concrete, carbonate or siliceous aggregate, 152-1 3 pcf unit wei =4 hourly eating.ofith-6.roof assembly shill be feaUSING on P900 -Seri os Roof-ceihiig D eslga�in!the �Dire.cfory. Th�, gs follov.iing.1con.stru.q. Concrete top floor linits min. 2 in. for I.br iisseffiblyiatin and Directqry,,�pd Abl.I include the, '=p.re, ingconstructionfeatures: 3M COMPANY - 1`13-1000 NN -At wallboard end joints, wallboard screws shall be located 1/2 in. fromthe j Oint. Wallboard fastened to main runners L Patin g At 400F - 2 C'9DL,_V_sq xvith wallboard somivs I 12 in fulm sid&, inints�mjdwny between intersections with tees (24 in. OC) End joints; of heIST w-affached to leg,of wall angle, W-Rating-Clissl adjacent wallboard shects shall be staggered not less than 4 ft OC. wallboard sheets sere with wallboard screws spaced 12 in. OC. 0 2014 UL LLQ Reprinted from the Online Certifications Directory with permission from UL 22;20 CORNERS BY SHAVING BACK OF BASF NO MORE THAN 20% OF THE BASE tretigth�- tfilckness�above of steel th ;An 'ps' T min No. 25 �equgtoor-g�eater.than,the.houklyrating,ofi�ewall-assem�iyan�s��i�inclu�e e�f6llo A..S661FIo d C ilin runners consist of 2.lir,.e b.;:' atingArid Mi2 in.. for 2.k. assemblyratings. g.RinineFs Lw- FI oo ? Stina�d rchitectu I THICKNESS, AND FOLDING BASE; COPE TOE OF COVE BASE AT INSIDE CORNERS UNIT PARTITION SYSTEM: CORRUGATED PANELS FABRICATED FROM MININIUN h roVided with nunIA/2in; is lingru. ner.,to; ep, .%:Units . . . . . . . . . . 26 GAUGE GALVALUME STEEL SHEET. INSTALL -VERTICALLY WITH MID-SPANA 9.07 WALL COVERING: CLASS A FIRE RATED (ASTM E84 AND NFPA 255), PASS NFPA 265, BRACING.'PROVIDE RELATED HOT -DIP GALVANIZED FRAMING, CHANNELS, sized to'�-'accommod; -to col I .1 shrinIcage cracks in g al el h deep 3. Steel FiberReinforcementA -(Not Shown) Steel fibers addedt6concretemix.. 1tro- auge g y Ste. c anne. Steel Roof Deck Max..3 ir cured t6ivilleys of.steel:floor.uriitsivith.steei.f�steners ofby.welds.spaced.max 12in. qangesJ Ceiling runner se 'in I e of the forcemerif (CBXQ) Ctegoryfor rte.that fibers are added to concrete mix. easured from the top�p an concrete. See Fiber Rein B; Roo mi f sutation�Mn.2.-1 in, thick poured insulating: concretei as in CGCINC-TypeC 0% MlCROpERFORAT,D WITH MINIMUM PERMEABILITY OF 37 PERMS (ASTM E96 WATER ANGLES, HARDWARE, AND FASTENERS. COVER ALL GYPSUM BOARD Am s�,Wjeldss aced OC.. d . eck. 4. Steelfloor UnitO -.Min.:2:in. deep,:rnin. 20 -gauge galv fluied steel floor. units welded to support, p INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - EGG -SHELL:. COMPONENTS AND FEATURES, UNLESS OTHERWISE INDICATED. UNITED STATES GYPSUM CO -.Type C. CUP METHOD); MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. PREPARE FIREPROOFING EXPOSED IN THE STORAGE UNITS TO THE HEIGHT OF THE It 2A I Ceiling Runner:- As -an iltirnate.t� iax. MR OC. See Stftl Floor and.Fbrm Cli D theceiling runner in% em s(C11WX) t ategoryfornarries.of A1,1ightGaugeFiaming ppe( 100% 1ST COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PR91ER SUBSTRATES AND INSTALL WALL COVERING IN ACCORDANCE WITH THE PARTITION SYSTEM. ff the 'we:i6Q100-150 pcf) concrete� Wall t -o :galy Steel channel withelips peforr i a6k.B�Lke�,..whichi�6sitivey,engag &weight or norin al 6lippedruaner,toconsis 2. Wall Assembly in: thick steel-reinforced.1i 120 1 0 -SPEC U T 0 S I.FIC AT manufactures. 0 in in: 23)� Track flanges to, be for attachment over mile iii�ideflange6f�the.steei'si�ds(I�em2B):.Tr.acksized�t' accom also be:conitruetpdlo�,a�y.tJL�basiiEte-d Concrete Blacks*. toAirection:offluted steel,floor units�and secured to -'No. is 6sG gaiv steel, Wide.bY3_412 in. lon hooked at one end . I . .. a; m.ay 5. Hanger Tab in �& ruruier iStalled Clipped . .. . -S E N' MESH INSTALLED OVERTOP OF ALL INTERIOR STORAGE UNITS. PROVIDE CONDITION MINIMUM.3 DAYS IN STABILIZED SPACE BEFORE INSTALLATION. HOT -DIP GALVANIZED ANGLES AT YCENTERS AND AT TOP OF UNIT PARTITIONS ent of hanger wim Spiced ong side joints of floor min.2-1/2 in. cel ing perpendicular side joint of floor units,, other end provided with hole,for attachin 00 , , .... I . I . � ; ' . � . , 12" Ory rectory. forriamesof manu acturers with, I S A �CJ�T)categ :in Fire Res; stance, stee, a teners, pace i in! C6,n6reteBloc 10. Screw, Wallb -d -12, 1 in. Ion& self -drilling and self -tapping, 0, 163 in. thread diani, 5/16 in. diam ow -Type. S 11 10 1 A.V,�: S.F./U nit: 0 ACHIEVE A CLEAN, SMOOTH, AND SOUND SURFACE, WITH PREPARE SUBSTRATES T To SUPPORT MESK AND FASTEN SECURELY IN PLACE. I units agrequired for'banger wire locations. PROPER OPERATION, SMOOTH ACCELERATION AND DECELERATION, AND 3RD COAT: PROMAR. 200 LATEX EG-SHEL (B20-2600 SERIES) heads. A Design No. D503 0 Systems J in t in ys ems 0 'S - fil 1 14 -�D-,O AUTOMATIC LEVELING AT EACH FLOOR TO WITHIN 1/4" OF LANDING. INTERIOR GYPSUM BOARD - EGG -SHELL: MILDEW -RESISTANT ACRYL IC LATEX PRIMER SUITABLE FOR WALL COVERING. 10.05 PRE-ENGMERED METAL CANOPY SYSTEMS: : loca . ted atends. of main runnersat walls. n;e I 0-accomin perc. compression n from its installed ividth-I hej oint, system M IJ 9 FMSHES (CONTIN1JED) I., . - L I MED) 40 -SPEC1AkT1ES.:(C0N,T -7--777777777 INSTALL WITH MANUFACTUREWS RECOMMENDED WATER BASED LOW-VOC ADHESIVE. REVERSE HANG PANELS EXCEPT ON MATCH GENERAL: COMPLY WITH ASCE 7-10 AND APPLICABLE LOCAL CODES FOR 'ith height with B -Studs,, Sfj&stuast�b i 3�1/2� less in.len consists oftheI61lowing: 7. Recessed Luminaires Classifted,for Fire Resistance* Recessed incandescent luminaires ha,,ing nominal 6 in .e in ri S cut 7 9'.05"' RESILIENT TILE FLOOP NG: M' S PROVIDE STORAGEUNITSYSTEMS BY JANUS INTERNATIONAL GE14HRAL MILDEW -RESISTANT PATTERNS. LAYOUT SEAMS VERTICAL AND PLUMB, Al LEAST 6" FROM OUTSIDE STRUCTURAL LOADS. SUMBIT SHOP DRAWINGS, SEALED BY A PROFESSIONAL TEE August I I 201LI : . L V, , ' , L ,Syst46 No. MV�1"D-W 8 September 28, CORNERS AND 3"FROM INSIDE CORNERS,WITH NO HORIZONTAL SEAMS. ENGINEER REGISTERED TO PRACTICE IN THE JURISDICTION WHERE PROJECT IS LOCATED, SHOWING COMPLIANCE WITH THE INDICATED cingnottoexcee orming between luminaires.Luniinaireg installed in accordancevvith.accompanying instructions. Wired in conformatice With d 24 in. Alaterial DHW) Category for names of elv 33 percentin thickness to fill%the max 1 im,gap between. top of wall andbottom.ofsteelfl6oror. board sheets-installedto am.intot thickme of 5/8'in and 1-IM11i. on each pproximat the National Electrical Code.. SeeLuminaires Classified for Fire Resistance.(C 3RD COAT: PROMAR 200 LATEX EG-SHEL (1320-2600 SERIES) to support steelfiraming member ends andTor screw -attachment of the gypsum. wallboard. 9.08 PAINTING STRUCTURAL REQUIREMENTS WITHOUT EXCEEDING ALLOWABLE WORKING sum* Bdakd..Gypsum C::G acco; odate tlie.re�uired.thickness of fill material. ypz deck andreci�sed 6.orn-bothsurfaces:of will to ely it e%constru4cclasspecifie.int eindividual. ro, mnufactures. w�ll.f6il:and2hr.rated:asseni�li�S.'respe6��T Wal ob d; " h 66, CLASS 2, CRITICAL RADIA.NT FLUXOF, VrNYL.COMPOSITION TILE: ASTM F10 CORPORATIONj OR APPRO VM SUBSTITUTE. PROTECT ALL SHARP OR PAINT: PROVIDE PAINT PRODUCTS INDICATED IN COLORS AS SCHEDULED; STRESS OF MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. :Restra1ned:AsSemb1yRatfiigs- I or1:Hr:($0e1te]u.2) Thtal...SF :-26,745 325 SHERWIN-WILLIAMS COMPANY UNLESS OTHERWISE INDICATED, OR APPROVED PRODUCT AND MANUFACTURER: "OVERHEAD SUPPORTED C -BEAM CANOPY� BY SAME. SUBSTITUTE. PROVIDE PRIMERS AND UNDERCOATS PRODUCED BY THE MITCHELL METALS LLC, OR APPROVED SUBSTITUTE. rs 9. Steel Frandng�Members'.Mainrunne no ides of each inW perpendicular to main runners and Spiced 24 in. OC. Additional cross tees located 8 in., from and on both s -o of screws shall be IIGMINW0OLLLCMi ool-12QOSafing between the top of the gypsum board and the bottom of the steel floor units and the top i ROCK Wool, MANUFACTURING CO.- Delta Board or Delta -8 �5,:�bb: :I20 MANUFACTURER AS FINISH COATS, AND THAT ARE COMPATIBLE WITH ONE MATERIALS: wallboard endjoint. d§ I in. below the bottom of the ceiling runner. e:Safb, installed into the.stu ROCKNVOOL MALAYSIA SDN BHD._ Typ WATTS/SQ CM OR GREATER (ASTM E648),SMOKE DEVELOPED 450 OR LESS MANUFACTURER, (ASTM E662), I2"xI2"xl/8" THICK PRODUCT, AND COLORS, UNFD.0 .,B,ED EDGES WITH.PROT.CTTVE COVERS ORBY HEMMING, AND COVER S LL XPFASTENER TIPS�M PLASTIC COVERS. PROVIDE METAL ANOTHER AND THE SUBSTRATES INDICATED. INTERLOCKING DECKING, BEAMS AND GUTTERS: EXTRUDED ALUMINUM Ularestralned Assembly Ratings 14)rZ eara.L Unrest", d B Ratings Hr INTERIOR CONCRETE FLOORS - COORIDORS AND LOADING: EPDXY COATING: -L.RafingLat Ambient:� Less ilian 1, -CFM;L in FL t. . illax, ISCHEDULED. INSTALLATION: PREPARE SURFACES AND APPLY PAINT IN ACCORDANCE WITH ALLOY 6063 TENTER T6, COMPLYING WITH ASTM B22 1. 10MO 10x1Z IST COATCOROTECH 100% SOLID EPDXY PRE-PRINIER (VI55 LONE) THE NIANUFACTUREWS INSTRUCTIONS. APPLY PAINT ONLY WHEN AMBIENT CONNECTING RODS: HOT -DIP GALVANIZED STEEL WITH GALVANIZED EYE Is and wall angle as 8A- Steel Framing Members* As an alternate to Item S. Main runners, cross tees, cross channe ofjoint (at time of installation of joint system) is -1 in. The joint system is designed of wall 3. Joint System - Max width 4 ckness of sealant installed on each side B. Fill, Vold or C., Material* - Sealant Min I/ it'. 111i LAY TILE IN BASKET WEAVE PATTERN WITH ALTERNATING GRAIN REINFORCEMENZOR BACKING FOR ALL SURFACE MOUNTED EQUIPMENT, TEMPERATURE AND RELATIVE HUMIDITY ARE WITHIN MANUFACTURER!S BOLTS. RECON4MENDED RANGE. UNIFORMLY APPLY COATINGS TO ACIREVE na airA Load Restricted for Ca See Guide A=:, F L.Mating�At Anib ient -L ess Than I;CFMLiry t .. .... .... . L Rdixi.g at:406� ess Eknin Tt� inSTALLING MANUFACTURER!S RECOMMENDED DRY FILM THICKNESS, WITHOUT RUNS, FLASHING: MINIMUM 0.032" ALUMINUM. . I suspended by"min 12 SWG galv steel bangermires spaced.49 in.. OC. Hanger wires to be located adjacent to consist of th e following: Min 4.in. thickness of min 4-p.cf.mineral wool batt insulation cut tothe shape of the 3M COMPANY � Fire8arrier11060 NS 33 . :,�:, � 1 DRIPS, SAGS, OR BRUSH MARKS. APPLY ADDITIONAL COATS WHEN FASTENERS: STAINLESS STEEL WITH NEOPRENE WASHERS W14ERE IN UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH FINAL COAT, CONTACT WITH ALUMINUM. HOT -DIP GALVANIZED ANCHORS FOR rim g,Mlaterial* -* main runner/cross tee intersections. A. Fo n c ck, approx 20 percent larger than the area of the flutes and cornpressed into flutes of the steel floor wide facei installed the main runners, spa ed 24 in. fluted de DIRE TION. BEFORE IN FLOOR SET CASEWORK AND EQUIPI�MNT- CORDANCE WITH -IINCLUDING EQUIPMENTPROVIDED BY OTHERS. INSTALL IN AC UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE. UNLESS THAT ARE ATTACHNIENT TO MASONRY OR STEEL. b. Cross Tees- Nom 4 ft. long, I -V2 in. perpendicularto between the top of the ceiling runner and the, steel d&k and compressed in thickness to be flush with *Bearing the Ul. Classification Mark OC. Additional cross tees or cross channels used at 8 in. from each si de of butted wallboard end joints, 'Me units I mineral wool batt Insulation are to be on both sides. Additional pieces of min 4 pef t ibilities-2 ension Capa OTHERWISE INDICATED, PAINT AND FINISH ALL EXPOSED SURFACES NOT PREFINISHED. DO NOT PAINT CODE REQUIRED LABELS OR EQUIPMENT FABRICATION: FABRICATE TO INDICATED siz ES, DIMENSIONS AND DETAILS. or channel to facilitate the ceiLing verticd leg of ceiling runner cross tees or cross channels may be, riveted or screw attached to the.wall angle cut to the contour of the flutes with an additional 173/9 in, high section atthe bottom:of the shapes to.fill the I C.2014ULLLC Reprinted from the Online Certifications Directory with permission froniUL 'O PLATES. PROVIDE THE FOLLOWING PAINT SYSTEMS FOR THE SUBSTRATES AND ASSEMBLE WORK TRUE -TO -LINE, WITH TIGHT, CLOSE FITTING JOINTS. EASE installation. in. gap between the top of the gypsum board and bottom of the steel floor units. The additional pieces Of INSTALL. WITH MANUFACTUREWS RECOMMENDED AD BESIVE. THELMANUFACTURER!S INSTRUCTIONS. GLOSS INDICATED: EXPOSED EDGES AND GRIND ALL EXPOSED WELDS SMOOTEL PROVIDE AS INDICATED. c. Cross Channels - Norn 4 ft. long installed perpendicular to main runners spaced 24 in. OC. mmeral wool are to be cut to min 314 and I- 112 in. thick, for I and 2 hr rated assemblies, respoctively, and . legs, in. firmly into the flutes and the gap between the top of the gypsum board and bottom of ITominaI, EXTERIOR MASONRY AND CONCRETE WALLS - PAINTED: COMPONENTS REQUIRED FOR PROPER ANCHORAGE. SHOP FINISH 0.8 al I Angle oil Channel - Painted or �galy steel angle with 1 in. legs or channel with I in. 1-9/16 coixipressed and packed d. W me I mber ends e steel floor units on botb sides of the walland compressed in thickness to be recessed from each surface.of with fasteners 16 in. OC. To support Steel framing th I ST COAT: LOXON BLOCK SURFACER (A24W200) FINISH: BAKED ENAMEL FINISH COMPLYING WITH AAMA 2603, WNIMUM deep attached to walls at perimeter of ceiling the wall to accommodate the,required thickness of fill material. Through -penetration Firestop. Systems ACCESSORIES: PROVIDE PATCHING AND LEVELING COMPOUND AND L O -voc W INTE qOILING DOORS- "MODEL 650" MANUALLY OPERATED OVERHEAD 2ND COAT: LOXON ACRYLIC COATING (A24W300) MLL DRY FILM THICKNESS, COLOR AS SCHEDULED. and for screw -attachment of the gypsiti wallboard. or E C lities P ap qnk ression Xtensioh� Jq EXTERIOR FERROUS METAL - GLOSS: INSTALLATION: INSTALL WORK TRUE -TO -LINE AND PLUMB, WITH SLOPE FOR CGC INC - TypeDGL or RX. IIGMINWOOLLLC-MinWool-120OSafmg 'Aff-,1364 System No. C7 1 ST COAT (OMIT' IF PRE -PRIMED): PRO-CRYL UNIVERSAL PRIMER POSITIVE DRAINAGE. ANCHOR FABRICATIONS SECURELY IN PLACE WITH I G CO - Delta Safing.Bcard ROCKWOOL,lkikNUFACTURIN 0 USG INTERIORS LLC - Type DGL or RX. February:08,20-1. . . SIVE ASRECOMMENDED BY RESILIENT FLOORING MANUFACTURER ADHE PROVIDE RESILIENT EDGE/TRANSITION STRIPS TAPERED TO MEET ABUTTING COILING DOOR, 26 GAUGE CORRUGATED CURTAIN FABRICATED FROM GALVANIZED STEEL, PAINTED FINISH IN COLOR AS SCHEDULED, EXTERIOR LIFT 2ND COAT: A-100 EXTERIOR LATEX GLOSS (A8 SERIES) TEST DRAINAGE.SYSTEM. TOUCH-UP FINISH IMMEDIATELY AFTER ERECTION. . I I -, 4,ft wide, installed with long dimension perpendicular to cross tee, with sidejoints vity Material* - Sealant - Min 1/4 in. thickness ofsealantinstalled on each side of the 9. Gypsum Board* - 5/8 in. thick B. Till, Vold or Ca F Rating - 2 Hr X . .... oard fastened to. each 0 loc ed at wall in the flutes m:of the steel floor units, centered along main ranners. Wafib cross tee with five. wallboard s,crews with nescrew at of the steel floor units and between the top of the wall and the botto i P U r, un -C t L, i,tv.� L In �v , 0) , 0 11 UD13 I W tkuN a %, ki I . �o K��" AV.VVJ I � �VIVUINvl _ d to the floor. assambly� assembly MANUFACTURER, PRODUCT AND COLOR AS SCHEDULED. INSTALL IN LENGTHS AS J�e�qte wa. allb.e 6onstiutti mat WAINSCOT (ASTM B209 3003-H22) AT ALL LOBBIES. bly— e. or,2hi1i. d um: Stu6 11�asseihblySh 1A.- Roof LBeAm WI�xl%mijl size. 2,,W.4Asseiu Asserab y �,M I I .1 .. . 11 . . - ' ii� - ;; 9�scnbed'invthe ifidivi u I ST COAT: LOXON BLOCK SURFACER (A74W200) locted I-Ity. in. from each wan Oar S I ejo. X gyp Lan 2ND COAT: PRONLkR 200 LATEX SEMI -GLOSS 31-2600SERIES) GENERAL: COMPLY WITH ANSI/ASME 17.1 AND ISO 9001-2000. SUBMIT alternating sides of cross tee flange. ent Less Than I CFIVT/sq ft LRatingAtAmbi, Z UJ UJ 0 10 _J X Z Z < < - Z Ui U - _J >- 0 U J cl� _J LU Lo _J LU LU Z X LIJ _J n LU < LLJ D__ < LL. < UJ U LU Z 0 Z W < Z 0 Z 0 < < LL < > ry V) Z LU Z V) C/) < U W < 0 LL Z F- 0 UNJ of LLJ i= 0 CD co 0 UJ = < In 0 L) Z LU LU - D -J D U) C/) U 0 X < Z U 0 < 7 �_J ry ry 5 5 - < 0 C) U F- W F- 0 I— CL — LL co cr- 0- U C) L) LU LU UJ < U < Z Cr ca 0 W ry W ry M _J M 2 Z.Lu [L C) (-7 Ctf [L F- CL CL CO C) U) 0 LU L) V) < Z L) Luu) 6- LU H� UJ T_ UJ LU C'� LIJ LU U Of L) 0� co LLJ ry LU [if U3 -r t: 5 t Z I- of 0 t: < F- F-- < M < 00 n < 1 8012 35 LONG AS PRACTICAL IN ACCORDANCE WITH IT MANUFAC I UK=C3 RECOMNMNDED LOW-VOC ADHESIVE. FIELD FORM OUTSIDE AND INSIDE UNIT NUMBER PLAQUE: 270" PLAQUE CONFORMINGTO OWNERS SIGNAGE STANDARDS. COORDINATE NUMBERING WITH OWNER. the manner described in -the indiv�duadU400.:s esW.all:andParutionu.esign-muie..uj,-,.r.ir esi ancel, hall b i?�ay-b�iis6d.'I'hi.t66f.lassernblys e,,const . t t U11 San ln,e� e ght,- In 2. Normal Weight Concrete -Normal weight concrete, carbonate or siliceous aggregate, 152-1 3 pcf unit wei =4 hourly eating.ofith-6.roof assembly shill be feaUSING on P900 -Seri os Roof-ceihiig D eslga�in!the �Dire.cfory. Th�, gs follov.iing.1con.stru.q. Concrete top floor linits min. 2 in. for I.br iisseffiblyiatin and Directqry,,�pd Abl.I include the, '=p.re, ingconstructionfeatures: 3M COMPANY - 1`13-1000 NN -At wallboard end joints, wallboard screws shall be located 1/2 in. fromthe j Oint. Wallboard fastened to main runners L Patin g At 400F - 2 C'9DL,_V_sq xvith wallboard somivs I 12 in fulm sid&, inints�mjdwny between intersections with tees (24 in. OC) End joints; of heIST w-affached to leg,of wall angle, W-Rating-Clissl adjacent wallboard shects shall be staggered not less than 4 ft OC. wallboard sheets sere with wallboard screws spaced 12 in. OC. 0 2014 UL LLQ Reprinted from the Online Certifications Directory with permission from UL 22;20 CORNERS BY SHAVING BACK OF BASF NO MORE THAN 20% OF THE BASE tretigth�- tfilckness�above of steel th ;An 'ps' T min No. 25 �equgtoor-g�eater.than,the.houklyrating,ofi�ewall-assem�iyan�s��i�inclu�e e�f6llo A..S661FIo d C ilin runners consist of 2.lir,.e b.;:' atingArid Mi2 in.. for 2.k. assemblyratings. g.RinineFs Lw- FI oo ? Stina�d rchitectu I THICKNESS, AND FOLDING BASE; COPE TOE OF COVE BASE AT INSIDE CORNERS UNIT PARTITION SYSTEM: CORRUGATED PANELS FABRICATED FROM MININIUN h roVided with nunIA/2in; is lingru. ner.,to; ep, .%:Units 26 GAUGE GALVALUME STEEL SHEET. INSTALL -VERTICALLY WITH MID-SPANA 9.07 WALL COVERING: CLASS A FIRE RATED (ASTM E84 AND NFPA 255), PASS NFPA 265, BRACING.'PROVIDE RELATED HOT -DIP GALVANIZED FRAMING, CHANNELS, sized to'�-'accommod; -to col I .1 shrinIcage cracks in g al el h deep 3. Steel FiberReinforcementA -(Not Shown) Steel fibers addedt6concretemix.. 1tro- auge g y Ste. c anne. Steel Roof Deck Max..3 ir cured t6ivilleys of.steel:floor.uriitsivith.steei.f�steners ofby.welds.spaced.max 12in. qangesJ Ceiling runner se 'in I e of the forcemerif (CBXQ) Ctegoryfor rte.that fibers are added to concrete mix. easured from the top�p an concrete. See Fiber Rein B; Roo mi f sutation�Mn.2.-1 in, thick poured insulating: concretei as in CGCINC-TypeC 0% MlCROpERFORAT,D WITH MINIMUM PERMEABILITY OF 37 PERMS (ASTM E96 WATER ANGLES, HARDWARE, AND FASTENERS. COVER ALL GYPSUM BOARD Am s�,Wjeldss aced OC.. d . eck. 4. Steelfloor UnitO -.Min.:2:in. deep,:rnin. 20 -gauge galv fluied steel floor. units welded to support, p INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - EGG -SHELL:. COMPONENTS AND FEATURES, UNLESS OTHERWISE INDICATED. UNITED STATES GYPSUM CO -.Type C. CUP METHOD); MANUFACTURER, PRODUCT, AND COLOR AS SCHEDULED. PREPARE FIREPROOFING EXPOSED IN THE STORAGE UNITS TO THE HEIGHT OF THE It 2A I Ceiling Runner:- As -an iltirnate.t� iax. MR OC. See Stftl Floor and.Fbrm Cli D theceiling runner in% em s(C11WX) t ategoryfornarries.of A1,1ightGaugeFiaming ppe( 100% 1ST COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PR91ER SUBSTRATES AND INSTALL WALL COVERING IN ACCORDANCE WITH THE PARTITION SYSTEM. ff the 'we:i6Q100-150 pcf) concrete� Wall t -o :galy Steel channel withelips peforr i a6k.B�Lke�,..whichi�6sitivey,engag &weight or norin al 6lippedruaner,toconsis 2. Wall Assembly in: thick steel-reinforced.1i 120 1 0 MANUFACTURERS INSTRUCTIONS. DO NOT DELIVER WALL COVERING MATERIAL UNTIL TENTERATURE AND HUMIDITY CONDITIONS HAVE BEEN STABILIZED, AND HORIZONTAL SECURITY MESH: 2"x2"xl6 GAUGE GALVANIZED WELDED WIRE manufactures. 0 in in: 23)� Track flanges to, be for attachment over mile iii�ideflange6f�the.steei'si�ds(I�em2B):.Tr.acksized�t' accom also be:conitruetpdlo�,a�y.tJL�basiiEte-d Concrete Blacks*. toAirection:offluted steel,floor units�and secured to -'No. is 6sG gaiv steel, Wide.bY3_412 in. lon hooked at one end . I . .. a; m.ay 5. Hanger Tab in �& ruruier iStalled Clipped 300 MESH INSTALLED OVERTOP OF ALL INTERIOR STORAGE UNITS. PROVIDE CONDITION MINIMUM.3 DAYS IN STABILIZED SPACE BEFORE INSTALLATION. HOT -DIP GALVANIZED ANGLES AT YCENTERS AND AT TOP OF UNIT PARTITIONS ent of hanger wim Spiced ong side joints of floor min.2-1/2 in. cel ing perpendicular side joint of floor units,, other end provided with hole,for attachin 00 , , .... I . I . � ; ' . � . , 12" Ory rectory. forriamesof manu acturers with, I S A �CJ�T)categ :in Fire Res; stance, stee, a teners, pace i in! C6,n6reteBloc 10. Screw, Wallb -d -12, 1 in. Ion& self -drilling and self -tapping, 0, 163 in. thread diani, 5/16 in. diam ow -Type. S 11 10 1 A.V,�: S.F./U nit: 0 ACHIEVE A CLEAN, SMOOTH, AND SOUND SURFACE, WITH PREPARE SUBSTRATES T To SUPPORT MESK AND FASTEN SECURELY IN PLACE. I units agrequired for'banger wire locations. PROPER OPERATION, SMOOTH ACCELERATION AND DECELERATION, AND 3RD COAT: PROMAR. 200 LATEX EG-SHEL (B20-2600 SERIES) heads. A MOISTE CONTENT LESS THAN 4%. PRIME GYPSUM BOARD SUBSTRATES WITH d ejoi t em m AlEux 'at'Qn Hanger wiregspacedncit6ver-48in. O.C. alonginain runners, between bottom of-flbor orratif-and.top in. Th n sYst 6, HAftger:WIr6-No. 12 SWO gialy steel ire TOTAL STEiLSOLUTI ONS L:L:C ��SnvTrak 3de S stem AUTOMATIC LEVELING AT EACH FLOOR TO WITHIN 1/4" OF LANDING. INTERIOR GYPSUM BOARD - EGG -SHELL: MILDEW -RESISTANT ACRYL IC LATEX PRIMER SUITABLE FOR WALL COVERING. 10.05 PRE-ENGMERED METAL CANOPY SYSTEMS: : loca . ted atends. of main runnersat walls. n;e I 0-accomin perc. compression n from its installed ividth-I hej oint, system M 0 INSTALL WITH MANUFACTUREWS RECOMMENDED WATER BASED LOW-VOC ADHESIVE. REVERSE HANG PANELS EXCEPT ON MATCH GENERAL: COMPLY WITH ASCE 7-10 AND APPLICABLE LOCAL CODES FOR 'ith height with B -Studs,, Sfj&stuast�b i 3�1/2� less in.len consists oftheI61lowing: 7. Recessed Luminaires Classifted,for Fire Resistance* Recessed incandescent luminaires ha,,ing nominal 6 in .e in ri S cut 1 MIS, 1.0k .1 a MILDEW -RESISTANT PATTERNS. LAYOUT SEAMS VERTICAL AND PLUMB, Al LEAST 6" FROM OUTSIDE STRUCTURAL LOADS. SUMBIT SHOP DRAWINGS, SEALED BY A PROFESSIONAL TEE of ceiling area with a ffiin separation of 3 ft bo in an�resting on floor�runner.:and-witli top neitingin ceiliiig,rtinn�r-without.,aita..c ent.Stud diam., Spacing of luminaires not to exceedone luffiiniaireper 25 sq ft ttom nesting I&n 4,pcf mineral wool bmtj in.5-5/8in.�wide�itfips;co Prnsed nsulatiomcut.into in M angle with 1-1/8 in. legs, nailed to the walls along perimeter.of ceiling 12. Wall Angle (Not Shown) No. 26 MSG 55 77 4 .00 Units CORNERS AND 3"FROM INSIDE CORNERS,WITH NO HORIZONTAL SEAMS. ENGINEER REGISTERED TO PRACTICE IN THE JURISDICTION WHERE PROJECT IS LOCATED, SHOWING COMPLIANCE WITH THE INDICATED cingnottoexcee orming between luminaires.Luniinaireg installed in accordancevvith.accompanying instructions. Wired in conformatice With d 24 in. Alaterial DHW) Category for names of elv 33 percentin thickness to fill%the max 1 im,gap between. top of wall andbottom.ofsteelfl6oror. board sheets-installedto am.intot thickme of 5/8'in and 1-IM11i. on each pproximat the National Electrical Code.. SeeLuminaires Classified for Fire Resistance.(C 3RD COAT: PROMAR 200 LATEX EG-SHEL (1320-2600 SERIES) to support steelfiraming member ends andTor screw -attachment of the gypsum. wallboard. 9.08 PAINTING STRUCTURAL REQUIREMENTS WITHOUT EXCEEDING ALLOWABLE WORKING sum* Bdakd..Gypsum C::G acco; odate tlie.re�uired.thickness of fill material. ypz deck andreci�sed 6.orn-bothsurfaces:of will to ely it e%constru4cclasspecifie.int eindividual. ro, mnufactures. w�ll.f6il:and2hr.rated:asseni�li�S.'respe6��T Wal ob d; " h .01 IN TORAGE UNITS: ACRYLIC SEALER: INTERIOR CONCRETE FLOORS PAINT: PROVIDE PAINT PRODUCTS INDICATED IN COLORS AS SCHEDULED; STRESS OF MATERIALS, INCLUDING ANCHORS AND CONNECTIONS. stilled sign in thel,ULTireResi stance Dire, ctory, ex cept that a nomlin..-gaps hill be maintained in 12.ft long spaced 48 in. OC.�Cross tees nom 4 ft longin Wallin,d.PartitionDe Thtal...SF :-26,745 325 SHERWIN-WILLIAMS COMPANY UNLESS OTHERWISE INDICATED, OR APPROVED PRODUCT AND MANUFACTURER: "OVERHEAD SUPPORTED C -BEAM CANOPY� BY SAME. SUBSTITUTE. PROVIDE PRIMERS AND UNDERCOATS PRODUCED BY THE MITCHELL METALS LLC, OR APPROVED SUBSTITUTE. rs 9. Steel Frandng�Members'.Mainrunne no ides of each inW perpendicular to main runners and Spiced 24 in. OC. Additional cross tees located 8 in., from and on both s -o of screws shall be IIGMINW0OLLLCMi ool-12QOSafing between the top of the gypsum board and the bottom of the steel floor units and the top i ROCK Wool, MANUFACTURING CO.- Delta Board or Delta -8 �5,:�bb: :I20 MANUFACTURER AS FINISH COATS, AND THAT ARE COMPATIBLE WITH ONE MATERIALS: wallboard endjoint. d§ I in. below the bottom of the ceiling runner. e:Safb, installed into the.stu ROCKNVOOL MALAYSIA SDN BHD._ Typ 0 2014 UL LLC Reprinted from the Online Certifications Directory with permission froin UL 7,800 ANOTHER AND THE SUBSTRATES INDICATED. INTERLOCKING DECKING, BEAMS AND GUTTERS: EXTRUDED ALUMINUM ULzINC --Type CIUCAGO METALLIC CORP Type 650, 650C, 6.70, 670C uriv fire rating on the wall. RO.X Safe The hourly fine rating. Of the joint system is equal to the ho THERAMBER INC TypeSAF INTERIOR CONCRETE FLOORS - COORIDORS AND LOADING: EPDXY COATING: ::ft�% INSTALLATION: PREPARE SURFACES AND APPLY PAINT IN ACCORDANCE WITH ALLOY 6063 TENTER T6, COMPLYING WITH ASTM B22 1. 10MO 10x1Z IST COATCOROTECH 100% SOLID EPDXY PRE-PRINIER (VI55 LONE) THE NIANUFACTUREWS INSTRUCTIONS. APPLY PAINT ONLY WHEN AMBIENT CONNECTING RODS: HOT -DIP GALVANIZED STEEL WITH GALVANIZED EYE Is and wall angle as 8A- Steel Framing Members* As an alternate to Item S. Main runners, cross tees, cross channe ofjoint (at time of installation of joint system) is -1 in. The joint system is designed of wall 3. Joint System - Max width 4 ckness of sealant installed on each side B. Fill, Vold or C., Material* - Sealant Min I/ it'. 111i 1040� TEMPERATURE AND RELATIVE HUMIDITY ARE WITHIN MANUFACTURER!S BOLTS. RECON4MENDED RANGE. UNIFORMLY APPLY COATINGS TO ACIREVE listed,below: r extension from its installed width. The joint system shall -1/2 in. wide face spaced 4 ft. OC. Main runners to accommodatea max 25 percent compresslon a between.top ofwall and bottom of floor or roof,flush with each surface orwall. a. Main Runners -.Nom. 10 or 12 ft, long, 15116 in. orl �30 0. MANUFACTURER!S RECOMMENDED DRY FILM THICKNESS, WITHOUT RUNS, FLASHING: MINIMUM 0.032" ALUMINUM. . I suspended by"min 12 SWG galv steel bangermires spaced.49 in.. OC. Hanger wires to be located adjacent to consist of th e following: Min 4.in. thickness of min 4-p.cf.mineral wool batt insulation cut tothe shape of the 3M COMPANY � Fire8arrier11060 NS 33 . :,�:, � 1 DRIPS, SAGS, OR BRUSH MARKS. APPLY ADDITIONAL COATS WHEN FASTENERS: STAINLESS STEEL WITH NEOPRENE WASHERS W14ERE IN UNDERCOATS, STAINS, OR OTHER CONDITIONS SHOW THROUGH FINAL COAT, CONTACT WITH ALUMINUM. HOT -DIP GALVANIZED ANCHORS FOR rim g,Mlaterial* -* main runner/cross tee intersections. A. Fo n c ck, approx 20 percent larger than the area of the flutes and cornpressed into flutes of the steel floor wide facei installed the main runners, spa ed 24 in. fluted de 10 SPECIALTrES UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE. UNLESS THAT ARE ATTACHNIENT TO MASONRY OR STEEL. b. Cross Tees- Nom 4 ft. long, I -V2 in. perpendicularto between the top of the ceiling runner and the, steel d&k and compressed in thickness to be flush with *Bearing the Ul. Classification Mark OC. Additional cross tees or cross channels used at 8 in. from each si de of butted wallboard end joints, 'Me units I mineral wool batt Insulation are to be on both sides. Additional pieces of min 4 pef OTHERWISE INDICATED, PAINT AND FINISH ALL EXPOSED SURFACES NOT PREFINISHED. DO NOT PAINT CODE REQUIRED LABELS OR EQUIPMENT FABRICATION: FABRICATE TO INDICATED siz ES, DIMENSIONS AND DETAILS. or channel to facilitate the ceiLing verticd leg of ceiling runner cross tees or cross channels may be, riveted or screw attached to the.wall angle cut to the contour of the flutes with an additional 173/9 in, high section atthe bottom:of the shapes to.fill the I C.2014ULLLC Reprinted from the Online Certifications Directory with permission froniUL 'O PLATES. PROVIDE THE FOLLOWING PAINT SYSTEMS FOR THE SUBSTRATES AND ASSEMBLE WORK TRUE -TO -LINE, WITH TIGHT, CLOSE FITTING JOINTS. EASE installation. in. gap between the top of the gypsum board and bottom of the steel floor units. The additional pieces Of GLOSS INDICATED: EXPOSED EDGES AND GRIND ALL EXPOSED WELDS SMOOTEL PROVIDE AS INDICATED. c. Cross Channels - Norn 4 ft. long installed perpendicular to main runners spaced 24 in. OC. mmeral wool are to be cut to min 314 and I- 112 in. thick, for I and 2 hr rated assemblies, respoctively, and . legs, in. firmly into the flutes and the gap between the top of the gypsum board and bottom of EXTERIOR MASONRY AND CONCRETE WALLS - PAINTED: COMPONENTS REQUIRED FOR PROPER ANCHORAGE. SHOP FINISH 0.8 al I Angle oil Channel - Painted or �galy steel angle with 1 in. legs or channel with I in. 1-9/16 coixipressed and packed d. W me I mber ends e steel floor units on botb sides of the walland compressed in thickness to be recessed from each surface.of with fasteners 16 in. OC. To support Steel framing th I ST COAT: LOXON BLOCK SURFACER (A24W200) FINISH: BAKED ENAMEL FINISH COMPLYING WITH AAMA 2603, WNIMUM deep attached to walls at perimeter of ceiling the wall to accommodate the,required thickness of fill material. Through -penetration Firestop. Systems 2ND COAT: LOXON ACRYLIC COATING (A24W300) MLL DRY FILM THICKNESS, COLOR AS SCHEDULED. and for screw -attachment of the gypsiti wallboard. EXTERIOR FERROUS METAL - GLOSS: INSTALLATION: INSTALL WORK TRUE -TO -LINE AND PLUMB, WITH SLOPE FOR CGC INC - TypeDGL or RX. IIGMINWOOLLLC-MinWool-120OSafmg 'Aff-,1364 System No. C7 1 ST COAT (OMIT' IF PRE -PRIMED): PRO-CRYL UNIVERSAL PRIMER POSITIVE DRAINAGE. ANCHOR FABRICATIONS SECURELY IN PLACE WITH I G CO - Delta Safing.Bcard ROCKWOOL,lkikNUFACTURIN 0 USG INTERIORS LLC - Type DGL or RX. February:08,20-1. . . (B66-3 I 0 SERIES) COMPATIBLE FASTENERS. PROVIDE FLASHING AT ADJACENT CONSTRUCTION. THERMAFIBER INC - Type. SAF 2ND COAT: A-100 EXTERIOR LATEX GLOSS (A8 SERIES) TEST DRAINAGE.SYSTEM. TOUCH-UP FINISH IMMEDIATELY AFTER ERECTION. . I I -, 4,ft wide, installed with long dimension perpendicular to cross tee, with sidejoints vity Material* - Sealant - Min 1/4 in. thickness ofsealantinstalled on each side of the 9. Gypsum Board* - 5/8 in. thick B. Till, Vold or Ca F Rating - 2 Hr I 3RD COAT: A-100 EXTERIOR LATEX GLOSS (A8 SERIES) 14 CONVEYING SYSTEMS oard fastened to. each 0 loc ed at wall in the flutes m:of the steel floor units, centered along main ranners. Wafib cross tee with five. wallboard s,crews with nescrew at of the steel floor units and between the top of the wall and the botto INTERIOR MASONRY SEW -GLOSS: ach side of the crosstee mid-spar4 and one scre. flush with each surface of the gypsum board. An additional nun 1/8 in, thickness of sealant to overlap onto T -Ratin - 0 Hr the mid -span of the cross tee, one screw located 12 in. ftom and on e 9 - 1401 --IC ELEVATORS A :A :.,+ P at wallboard end inints wallboard screws shall be located on, '----Aaminl/2m' I ST COAT: LOXON BLOCK SURFACER (A74W200) locted I-Ity. in. from each wan Oar S I ejo. X gyp Lan 2ND COAT: PRONLkR 200 LATEX SEMI -GLOSS 31-2600SERIES) GENERAL: COMPLY WITH ANSI/ASME 17.1 AND ISO 9001-2000. SUBMIT alternating sides of cross tee flange. ent Less Than I CFIVT/sq ft LRatingAtAmbi, Z UJ UJ 0 10 _J X Z Z < < - Z Ui U - _J >- 0 U J cl� _J LU Lo _J LU LU Z X LIJ _J n LU < LLJ D__ < LL. < UJ U LU Z 0 Z W < Z 0 Z 0 < < LL < > ry V) Z LU Z V) C/) < U W < 0 LL Z F- 0 UNJ of LLJ i= 0 CD co 0 UJ = < In 0 L) Z LU LU - D -J D U) C/) U 0 X < Z U 0 < 7 �_J ry ry 5 5 - < 0 C) U F- W F- 0 I— CL — LL co cr- 0- U C) L) LU LU UJ < U < Z Cr ca 0 W ry W ry M _J M 2 Z.Lu [L C) (-7 Ctf [L F- CL CL CO C) U) 0 LU L) V) < Z L) Luu) 6- LU H� UJ T_ UJ LU C'� LIJ LU U Of L) 0� co LLJ ry LU [if U3 -r t: 5 t Z I- of 0 t: < F- F-- < M < 00 n < LOCATION INDICATED, AND AT EACH FIRE EXTINGUISHER CABINET. FIRE EXTINGUISHERS: NOMINAL 5 LB NIULTI-PURPOSE CHEMICAL FIRE EXITNGUISHE1?, 3A-40BC RATED, PAINTED STEEL CYLINDER, "MP5- BY LARSE11TS MANUFACTURING CO., OR APPROVED SUBSTITUTE. PROVIDE WALL BRACKET FOR FIRE EXTINGUISHERS AT LOCATIONS WITHOUTCABINETS. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. MOUNT FIRE EXTINGUISHER WITH BOTTOM AT 27" ABOVE FINISH FLOOR- SET UNITS PLUNIB, LEVEL, AND SQUARE. 10.02 TOILET ACCESSORIES: PROVIDE TOILET ACCESSORIES AS SCHEDULED. SET UNITS PLUNIB, LEVEL, AND TRUE TO LINE. REINFORCE SUBSTRATES AS NECESSARY, AND USE CONCEALED FASTENING WHERE POSSIBLE. 10.03, BOLLARD COVERS: 1/8" THICK POLYETHYLENE COVERSWITH DOMED TOPS DESIGNED TO FIT STANDARD STEEL PIPE BOLLARDS;'.'BOLLARDGARD"BY INNOPLAST, OR APPROVED SUBS FIT I INSTALL IN ACCORDANCE WITH THE MAUNFACTURER!S INSTRUCTIONS. COLOR: SAFETY YELLOW. r Aticint , it Self ,Storpge, 1 8012 35 5' 3RD COAT: PROMAR 200 LATEX SEMI -GLOSS (B31-2600 SERIES) MANUFACTUREWS SHOP DRAWINGS, OPERATION AND MAINTENANCE INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - SEW -GLOSS: MANUALS, AND FINISH SAMPLES FOR REVIEW. PROVIDE MANUFCTURER!S STANDARD WARRANTY AND MAINTENANCE SERVICE INCLUDING 24 HOUR COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PRINIER (J366-310 $FRIES) SUBSTANTIAL COMPLETION. 2ND COAT: PROMAR 200 LATEX SEMI -GLOSS (1331-2600 SERIES) 3M COMPANY - 1`13-1000 NN -At wallboard end joints, wallboard screws shall be located 1/2 in. fromthe j Oint. Wallboard fastened to main runners L Patin g At 400F - 2 C'9DL,_V_sq xvith wallboard somivs I 12 in fulm sid&, inints�mjdwny between intersections with tees (24 in. OC) End joints; of heIST w-affached to leg,of wall angle, W-Rating-Clissl adjacent wallboard shects shall be staggered not less than 4 ft OC. wallboard sheets sere with wallboard screws spaced 12 in. OC. 0 2014 UL LLQ Reprinted from the Online Certifications Directory with permission from UL 22;20 '0: 8ji00%. 8o! Stina�d rchitectu I 3RD COAT: PROMAR 200 LATEX SEMI -GLOSS (1331-2600 SERIES) ELEVATOR: PROVIDE ELEVATORS SCHEDULED AS BASIS OF DESIGN, OR Unif,mixTabulation .%:Units 8% ct CGCINC-TypeC 0% 38?*, INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - EGG -SHELL:. COMPONENTS AND FEATURES, UNLESS OTHERWISE INDICATED. UNITED STATES GYPSUM CO -.Type C. 8. %o :-SF per Unit 100% 1ST COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PR91ER USG MEXICO S A DE C V -Type C lbo. 120 1 0 0366-310 SERIES) INSTALLATION: INSTALL ELEVATORS. IN ACCORDANCE WITH THE ��00.� 300 2ND COAT: PROMAR 200 LATEX MANUFACTURER!S INSTRUCTIONS AND ANSI/ASNIE 17. I. ADJUST ELEVTORS FOR EG-SHEL (B20-2600 SERIES) 10. Screw, Wallb -d -12, 1 in. Ion& self -drilling and self -tapping, 0, 163 in. thread diani, 5/16 in. diam ow -Type. S 11 10 1 A.V,�: S.F./U nit: PROPER OPERATION, SMOOTH ACCELERATION AND DECELERATION, AND 3RD COAT: PROMAR. 200 LATEX EG-SHEL (B20-2600 SERIES) heads. A AUTOMATIC LEVELING AT EACH FLOOR TO WITHIN 1/4" OF LANDING. INTERIOR GYPSUM BOARD - EGG -SHELL: -cove 11. (Not Shown) Paper tape. embedded in compound over joints and , red with additional, Finishing System SX& M 0 I ST cbAT: PROMAR 200 LATEX PRIMER (B28W2600) compound. Exposed screw heads covered with.compound. Edges of compound.feathered out. 1 MIS, 1.0k .1 a I 040. 2ND COAT: PROMAR 200 LATEX ECT-SHEL 0320-2600 SERIES) angle with 1-1/8 in. legs, nailed to the walls along perimeter.of ceiling 12. Wall Angle (Not Shown) No. 26 MSG 55 77 4 .00 Units 13 3RD COAT: PROMAR 200 LATEX EG-SHEL (1320-2600 SERIES) to support steelfiraming member ends andTor screw -attachment of the gypsum. wallboard. Units: 8.1 .01 IN TORAGE UNITS: ACRYLIC SEALER: INTERIOR CONCRETE FLOORS LOCATION INDICATED, AND AT EACH FIRE EXTINGUISHER CABINET. FIRE EXTINGUISHERS: NOMINAL 5 LB NIULTI-PURPOSE CHEMICAL FIRE EXITNGUISHE1?, 3A-40BC RATED, PAINTED STEEL CYLINDER, "MP5- BY LARSE11TS MANUFACTURING CO., OR APPROVED SUBSTITUTE. PROVIDE WALL BRACKET FOR FIRE EXTINGUISHERS AT LOCATIONS WITHOUTCABINETS. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. MOUNT FIRE EXTINGUISHER WITH BOTTOM AT 27" ABOVE FINISH FLOOR- SET UNITS PLUNIB, LEVEL, AND SQUARE. 10.02 TOILET ACCESSORIES: PROVIDE TOILET ACCESSORIES AS SCHEDULED. SET UNITS PLUNIB, LEVEL, AND TRUE TO LINE. REINFORCE SUBSTRATES AS NECESSARY, AND USE CONCEALED FASTENING WHERE POSSIBLE. 10.03, BOLLARD COVERS: 1/8" THICK POLYETHYLENE COVERSWITH DOMED TOPS DESIGNED TO FIT STANDARD STEEL PIPE BOLLARDS;'.'BOLLARDGARD"BY INNOPLAST, OR APPROVED SUBS FIT I INSTALL IN ACCORDANCE WITH THE MAUNFACTURER!S INSTRUCTIONS. COLOR: SAFETY YELLOW. r Aticint , it Self ,Storpge, 1 8012 35 5' 3RD COAT: PROMAR 200 LATEX SEMI -GLOSS (B31-2600 SERIES) MANUFACTUREWS SHOP DRAWINGS, OPERATION AND MAINTENANCE INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - SEW -GLOSS: MANUALS, AND FINISH SAMPLES FOR REVIEW. PROVIDE MANUFCTURER!S STANDARD WARRANTY AND MAINTENANCE SERVICE INCLUDING 24 HOUR COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PRINIER (J366-310 $FRIES) SUBSTANTIAL COMPLETION. 2ND COAT: PROMAR 200 LATEX SEMI -GLOSS (1331-2600 SERIES) 3M COMPANY - 1`13-1000 NN -At wallboard end joints, wallboard screws shall be located 1/2 in. fromthe j Oint. Wallboard fastened to main runners L Patin g At 400F - 2 C'9DL,_V_sq xvith wallboard somivs I 12 in fulm sid&, inints�mjdwny between intersections with tees (24 in. OC) End joints; of heIST w-affached to leg,of wall angle, W-Rating-Clissl adjacent wallboard shects shall be staggered not less than 4 ft OC. wallboard sheets sere with wallboard screws spaced 12 in. OC. 0 2014 UL LLQ Reprinted from the Online Certifications Directory with permission from UL 22;20 '0: 8ji00%. 8o! Stina�d rchitectu I 3RD COAT: PROMAR 200 LATEX SEMI -GLOSS (1331-2600 SERIES) ELEVATOR: PROVIDE ELEVATORS SCHEDULED AS BASIS OF DESIGN, OR Unif,mixTabulation .%:Units 8% APPROVED SUBSTITUTE. PROVIDE MANUFACTURERS STANDARD ELEVATOR CGCINC-TypeC 0% 38?*, INTERIOR FERROUS, ALUMINUM AND GALVANIZED METAL - EGG -SHELL:. COMPONENTS AND FEATURES, UNLESS OTHERWISE INDICATED. UNITED STATES GYPSUM CO -.Type C. 8. %o :-SF per Unit 100% 1ST COAT (OMIT IF PRE -PRIMED): PRO-CRYL UNIVERSAL PR91ER USG MEXICO S A DE C V -Type C lbo. 120 1 0 0366-310 SERIES) INSTALLATION: INSTALL ELEVATORS. IN ACCORDANCE WITH THE ��00.� 300 2ND COAT: PROMAR 200 LATEX MANUFACTURER!S INSTRUCTIONS AND ANSI/ASNIE 17. I. ADJUST ELEVTORS FOR EG-SHEL (B20-2600 SERIES) 10. Screw, Wallb -d -12, 1 in. Ion& self -drilling and self -tapping, 0, 163 in. thread diani, 5/16 in. diam ow -Type. S 11 10 1 A.V,�: S.F./U nit: PROPER OPERATION, SMOOTH ACCELERATION AND DECELERATION, AND 3RD COAT: PROMAR. 200 LATEX EG-SHEL (B20-2600 SERIES) heads. A AUTOMATIC LEVELING AT EACH FLOOR TO WITHIN 1/4" OF LANDING. INTERIOR GYPSUM BOARD - EGG -SHELL: -cove 11. (Not Shown) Paper tape. embedded in compound over joints and , red with additional, Finishing System SX& �,Sxi 0: 0 I ST cbAT: PROMAR 200 LATEX PRIMER (B28W2600) compound. Exposed screw heads covered with.compound. Edges of compound.feathered out. 1 MIS, 1.0k .1 a I 040. 2ND COAT: PROMAR 200 LATEX ECT-SHEL 0320-2600 SERIES) angle with 1-1/8 in. legs, nailed to the walls along perimeter.of ceiling 12. Wall Angle (Not Shown) No. 26 MSG 55 77 4 .00 Units 13 3RD COAT: PROMAR 200 LATEX EG-SHEL (1320-2600 SERIES) to support steelfiraming member ends andTor screw -attachment of the gypsum. wallboard. Units: 8.1 .01 IN TORAGE UNITS: ACRYLIC SEALER: INTERIOR CONCRETE FLOORS 0 48 T fzil:Units Thtal...SF :-26,745 325 1ST COAT: EUCLID EVERCLEAR VOX *BearingtheULCF bitNlartr �5,:�bb: :I20 1,2W 2ND COAT: EUCLID EVERCLEAR. VOX 0 2014 UL LLC Reprinted from the Online Certifications Directory with permission froin UL 7,800 18-,370-Net%Rentable 2nd:.Floor Gross SF INTERIOR CONCRETE FLOORS - COORIDORS AND LOADING: EPDXY COATING: ::ft�% :�6�1§,..7,.&10 10MO 10x1Z IST COATCOROTECH 100% SOLID EPDXY PRE-PRINIER (VI55 LONE) :10 Rt .IWO, 1040� 2ND COAT: COROTECH WATERBORNE AMINE EPDXY COATING (440 LINE) 0 �30 0. _B1: 3 RD COAT: COROTECH WATERBORNE AMINE EPDXY COATING (V440 LINE) 33 . :,�:, � 1 .23 . I I I . I 10 SPECIALTrES LOCATION INDICATED, AND AT EACH FIRE EXTINGUISHER CABINET. FIRE EXTINGUISHERS: NOMINAL 5 LB NIULTI-PURPOSE CHEMICAL FIRE EXITNGUISHE1?, 3A-40BC RATED, PAINTED STEEL CYLINDER, "MP5- BY LARSE11TS MANUFACTURING CO., OR APPROVED SUBSTITUTE. PROVIDE WALL BRACKET FOR FIRE EXTINGUISHERS AT LOCATIONS WITHOUTCABINETS. INSTALLATION: INSTALL IN ACCORDANCE WITH THE MANUFACTUREWS INSTRUCTIONS. MOUNT FIRE EXTINGUISHER WITH BOTTOM AT 27" ABOVE FINISH FLOOR- SET UNITS PLUNIB, LEVEL, AND SQUARE. 10.02 TOILET ACCESSORIES: PROVIDE TOILET ACCESSORIES AS SCHEDULED. SET UNITS PLUNIB, LEVEL, AND TRUE TO LINE. REINFORCE SUBSTRATES AS NECESSARY, AND USE CONCEALED FASTENING WHERE POSSIBLE. 10.03, BOLLARD COVERS: 1/8" THICK POLYETHYLENE COVERSWITH DOMED TOPS DESIGNED TO FIT STANDARD STEEL PIPE BOLLARDS;'.'BOLLARDGARD"BY INNOPLAST, OR APPROVED SUBS FIT I INSTALL IN ACCORDANCE WITH THE MAUNFACTURER!S INSTRUCTIONS. COLOR: SAFETY YELLOW. r Aticint , it Self ,Storpge, 1 8012 35 5' 775 1 0:� 2,325 22;20 '0: 8ji00%. 8o! Stina�d rchitectu I Unif,mixTabulation .%:Units 8% .26% :5%. 0% 38?*, .9W C') 8. %o :-SF per Unit 100% Q 75, 75 lbo. 120 1 0 1.801 ��00.� 300 Conditio.ned StOrage—* 11 10 1 A.V,�: S.F./U nit: s� G ro s sf, I SX& �,Sxi 0: 0 I Oki 0, I 0x1 2: 1 MIS, 1.0k .1 a I 040. !OxW Total .00 Units 13 Units: 8.1 .01 'Sil 0:: 0 48 T fzil:Units Thtal...SF :-26,745 325 1�800 75 1�50� �5,:�bb: :I20 1,2W '�& 1,60C( 7,800 18-,370-Net%Rentable 2nd:.Floor Gross SF SxS.! ::ft�% :�6�1§,..7,.&10 10MO 10x1Z 10k15, :10 Rt .IWO, 1040� 0 nits 0 �30 0. _B1: 2 33 . :,�:, � 1 .23 . I I I . I Total.SF �261745 '375 1i500 2i 250. 8 I bb No 4 �950 i 8 b Awo, 0 22,196.Nef:Pentable 3 Flo r Gross SF .ZxS., 6X1:0. 1O.A.2- 10 16 1 0M.8 1,040: 10930_ Total— Units �19 .89 D: B8 0, 1.3, .0 1 4 2�33dt�[Uhit.s T -'s b I �6b 0: 2 800: ::0 16,475 �Net.Rentable otal, F -26 7,45 475 .0 8;!800,. Total I ross SF 5X6 6X1 O� 6XI 5: 7n6kl 0 1 OM 0 10k12 'I qx1.8' 1OX120 1040 Total Units: 47 155, 31. 222.. 1 -45; 26 586 TOtal,Units Total SF 1 8012 35 5' 775 1 0:� 2,325 22;20 '0: 8ji00%. 8o! �0,bbb�_-.7,8b6 .60�040%,Not Rentable. .%:Units 8% .26% :5%. 0% 38?*, .9W C') 8. %o A% 100% Q Z U > I,,, Z 1A 11 10 1 A.V,�: S.F./U nit: Units: 'Sil 0:: i 0XI-0, I 0A 2 I N1. 6:1 :10 10�30, Total,, IA666ssibl6. 0.200.1@ 2: �21 :,O� 2 0 2,, I -1 G Z% (Dve-r. 200, @ 2% 0 D �& 1_1 . 0 0* . :,�:, � 1 1 . I I I . I �2 'O 2 956 s1l: t 1,2K,sf SECTIQN.A-A 1. Boor Assembly-�4 4-1 1 /2 in, (1.14 mm),tfiick reinforced lightweijltt�or normal Weight (100-1 50 pcf -3 aUL Cl assifi ed Concr ke Blocks*. or,1600 - 240ORghn. )eoncrete. Wall may. alsobe constructe of. di . am o I fopening:iis 25-119 in. L (�57 mm). :See Concrete Elocks (CAZT) .category in.ihe.Fire.Resisfance Directory fornames of manufacturers. 2.. Through Penetrants; --:-One metallic Pipe, tubing or conduit o be:installed.ei . ther concentrically or -trically.within the fir em:1 the anoulanspactbetween'tube and periphery of opening shall be eccen estop syst min Dim(point contaq)-. to max 1�-7/8 in. - (48'mm),I.Pes.retrants to be rigidly:Supported on both Sides offloor asse�nbly. The following tyPes a�dsizes..bfrnbtathcPiPts,-t,ubing or.66nduitmaybeused: si6d1l,Pipb7-7.Nom 24 steelpip�. ;ductile.iroa pipe., C. Condo . It- Nom 6 in. (152,mm) diam (or smaller) rigid steel conduit. D..Conduit- Nom 4 in. (102 nun) (or smaller) steel electrical metallic tubing. E. Copper Tubing Norn 6 in..(152 mm) diam (or smaller) Type I. (Or heavier) opp, r tube., C6p.perJ?ipe-::Nom 6 in. (152 mm) diam,(or smaller) Regular (orheavier) &opperpipe. 3. Firestop�System-The details ofthe firestop:system shall bes follows: A-:Paddng N�aterial � Min 3. in. (76 nim) thickness ofmin 4.pcf.(64 kg / M3) mineral wool batt insulation firmly Picked into. openingas apermanentform. Picking material to e recessedfrom. top surface offloor. to accommodate the required thickness offill material. B. Fill, Void or Cavity Materials* - Sealant � Min 114 in'.(6 rmn) thickness of fill plied within the annulus, flush with topsurface of floor.. Min 1/2 in - (I 3 mm) di - material ap_ interface at the point contact . location oil the bead ofcaulk applied to the. penetrant/concrele top, surface of floor. 3M COMPANY FB -I 000 N S, FB_l 003.SL or FB -3000 WT *.Bearing the'UL Classification.Mark. 02013ULLLC Reprinted from the Online Certifications Directory with p I ermission from UL RELEASED FOR CONSTRUCTION REVISIONS FIRE/BUILDING ,��S 8-18-15 COMMENTS PROJECT NUMBER 201436 DATE 5-11-15 i I I 11 T. — -- I I I C') Q Z U > I,,, Z 1A RELEASED FOR CONSTRUCTION REVISIONS FIRE/BUILDING ,��S 8-18-15 COMMENTS PROJECT NUMBER 201436 DATE 5-11-15 i I I 11 T. — -- I I I 1.1� DES ,. �S . . . �l f�_ _— � � � - � . . . ��.. I � , ; � . . I � - 1. , . : . . . I I , . . . I .1, - , ,. : , ---. 'v . , ti y 1.-ploorg.odCeilingRunners=(Not shown -For-t:iewvw hliem2-Channel sha .fabricated.froni:min25MSG- ! P otrosioni- rotected steel, mitt de th. ;Ai accommodate stud si26 1.with min t=l/4in. longlegs; attached to.floorand P P --I .ceiling, with fasteners 24irt..00uruc.. I ' I LFrai:Angl,lembers"-Floor:ani Ceiling Runner-Notch6.wn-irlien,ofitem1.-Foiwewithitem2B, pioprietary channel shaped rmner 3 5B i^L deep diached to floor and ceiling with fasteners 24 in..00 roar. t C.AL 1FORNIA EXPANDED METAL PRODUCTS CO-Viper25?ht Track I CRACC,MFG INC -Sma , ck7'` . -, iMARiNO/WARE, DIV OF RARE INDUSTRIES INf-=Vipeal5wrrack . -- ". f .. . . _. , . ......a. ..� .. .y�, _ ..i .. B. iVlenrbe s•-- Floor a 1 r nil Ceiliu Rr,wref-Notshowu-lll tell ;f l g g � I stn 1 =For risetvith:Item._C, pioptielary channel shaped n tees 1.1/4 tit. wed >r 3-5l8 ul. deep fabncatc,i from min 0.020 in. thick gale feel, attdchedto floor and c tune witi`fasteven spaced 24 m: vc`, pugs . - Rating, IIr " vfir. . of - _ ! No t Min. - Start Layers i fhknsrf De th In p &.Thkas t Insulation l Items 2, 2C, 2D, 2F and 2G of panel i (Item 4) iEire 3-172 l layer, 5/8 in. flock . 1 resistaue.li caCings-.ANSI/.UL2iis F_ I ri( TELLINDUSTRIES L'LC-'TRUE-S'fGi)r= 1 . Optional - Design No. Ii4.19 1-518 2 layers, 112 in; thick 211 Framing Members* - Steel Studs--(As.an.6lternate to hent 2, For usc. with Items 5C or 5L.) - Proprietary channel - ' - Optional I June 10, 2013 - 1 3-112 Mayer, 3/4 in. thick shaped studs, 3,5/8,iv.,deep spaced a max of 24 in. OC. Studs to be cut 3./4 in less than the assembly height and - 3 1-518 3 layers, 1/2 in. thic Optional l Nonbeanng Wall Ratings -1, 2; 3 or, 4 He (See Items 4 & 5) - I - - _ -.• .- --1-5.!'„ installedwith a 54 in. gap between the and ofthe stud and track at the bottom ofthe wall. For direct attachment of 3 - : - 3 layers, 518 in. thick Optional ... -gypsum 1 -Si 8 •': la 51.. layers, n thick board only. . li C.AR SCX, SH:i vVRv or WR-,,. R' % 314 in. thick Types IP -X3 or ULTRACODL•-- 5 2 5- ` , .., • : . • . TELLINGINDUSTRIES L L C-:Viper25T1 2:1 . .. Framing Members Metal Studs -,loot shown - in lieu of Item 2 - arY channel shaped steel studs_ min I :: .:. - ., ..,. _ .... .. I Svstem proprietary F PrP depth'as mdreated tinder Item S,spaced a max tf 24 tn. OC, fabncated.from m1n 0.020 m. thick gale steel Studs cut 3/8 . . . � ^ ` /� 5 .. t QilA[LP.IJNBUI3,1)Ii:C\lA`"F.RIAL,II," � i '.�5[!PRF'1fEFr;ut•h:gSystom . in :to 3/4ia. less in lengths ihan.assembly.haights TELLING INDUSTRIES L L C - Viper20T ` I.1 .. I,41'RACODE STEE ( ')N: fRPCTl01 4v STE\IS I C --Type SUPREME Fnaau :g System -' - ..:.. 3. Wood Structural' Panel Sheathing -(Optional; ' g (Op Jonal, roe use with Ilam SOnly.)--(Not.Shown)- 4 ft rade,-7/16 m. thick l?NIT'fill PlE'1aU: PRODi1C','S INC --.: c S! iPP.E3fE Elinin Sr:.^m S �C . 4 '..i O Sri bL C V - 1!2 in. taiek'f e I -\2_ yP - P B C' :AR ,r , _ , Si in: thick Type AR, C. iP- " � - � -'� --• �$ . j oriented strand o / u . bard (OSB) or 15 32in. thick structural 1 sheathing (plywood) complvingtviat DOC PSI or PS2, or - � .:. _ .- - -1 _ : _. _ _:= -._ � I _:: g..:-.,...- ' > ' .,; _1... .: _. t_...,, _, _. .. ,_ --.;u t,or„ }i,ul.LJ .:,:., • ... - -. - .. .. .. _: ..: , t ,,.-,., corm,,.::.-protec dor C,.:1. ,tee,, mm dmdl 1 -.::;•ttmodnte stuc . - c: r-ur.- nip I. in :os: k •s. ivachca to Moor - AP:A,Standard-PRP-108 manufactured with exterior glue, applied ,, gl , pp I d horizontallyor vertically to the steel studs.Vertical . . l 5 ... ]oint., centered on studs, and staggered onerstud space from wallbo,ardjoints. Attached to studs with flat -head self- l . .. 1 .. '. :: :.: f. .. ... I._ aL x.n 11 .� um, v 1„ ra s a u_. e h!:•' r a ten' G C r:� 1 ,n .� _ r '• it . ,� s r. 1 t r h;r,: d -., - :.. -'. - '- t ( .. Utt k. I p 1!4na . cnL„^_ screw•; or It - nen, head diam. of') .92 ia; a! mazimum 6 Ln. OC- in the necm_eterand 12 in OC. in the. .. 51;:1 f'!1 W .�Li Ic '1 n_,l. J.:.: ,- nth , rt.h: ,,: set.:.,; a.,.'i Iii- t .1 allad':id i --. ••�csua c)de nfslud v: rlhoui t+.Prlr,o uhatl,:'. t .. ,. �. _ _ _ -' field. `id. When used, -fastener lengths for gypsum panels Increased by min. D2 in. _rTlt I t.:. -aria: . ;' i r.n Q I. 1 a. tcae. 1.1 m. OC m.:::... .. _ - t . 4. Batts, and Blankets* - (Required as indicated under Item 5) - Minentl wool batts, friction fitted between studs : . -1 -� t; S 1 Irl .' _ r-.-'-„ •-, tri , ., I P.. Pt AK and runners. Min nom thickness Ps vindicated under Item 5. See Batts and Blankets (BICNV or BZJZ) Categories for 1 :rrt:rornrsideoftlre ass.,mblJ.6 c.nedai it c rh_t:?n -?tr:i. . . , 'i ° / �^a;, 1 Abi :; . names of Classified companies. � 1 i.A \t SA 1,F5 I, L C -- i2am ProTIL\b "" - •11�1.".,. ' `- > . -' F, 15NITED STATES(, PSl M CO -- FRX-G, SIiS: 4A.Batts.and-Blankets*-__tonal -Placed in - c--t1z�- - - _, °' (Opt ) stud , v] 1 ., any glass fiber or min wool insulation hearing . S( U1'iIEA5'lER^ STUll& COMPONr 'TS INC 1'ro1'RAt. t!Sl,,l\IFXICOSADECV-1' SiIX. I yP rfi to Dfarkm to Surface Burning genet_ s the L.I. Class' cat 11 as Characteristics ' Ch n h s d! s and/or r 1 are R est- ce, e n S e Bat Blankets. 8 is and — -- . '--' __ __ _:... .. STEEL STRUCf11RAL SYSTEMS !, J , ,-tri-S P:o'MAK - � : ?.�,`� I' � - tF K.NV:or 3: 1', (:0e l•testor n,un_: c ;?:x sift2^'. e m ...;c . 1 5B. Gypsum Board * -- (Not Shown) - As n alt,mate to Items when used as the base layer oa one or both sides of /,< •,n> ,(:.;_ i -: -_--.�.-__.jL:-_._, ' il'. Framing 1•Icnrbcrs* -Fluor and Ceiling Runner -Not shown - ht lieu of (tam 1 -- Por use with Item 2F> - .,f,-_ttsumBOard . V:pstlmpanefswithbevcled,squazeor4aparededges:apphz_varlicall orf;u:izontall . wall when 5.'8 in o('/< in. thick products are specified. For direct attaclmient onlyto steel studs Item 22, I.- to be usrl - - ---; ---- .�--------_-Varttoa(Jomts ' centered oversruds gild staggered one stud cavity on opposite sidzs of studs. Vertical jonts'in adjacent lee layers 'oints from min 0.015 in, (min bare metal thickness) galy steel attached to floor and ceilin with fastene_- ace I 8 g spaced 24 m. OC � '. Protection on Each Side of Ralf table. Nom 5/8 in. or.'/* in. thick lead bac ked gypsum panels witli'beveled, squaw or I u' (multilayer ersystems) one shtd:cavit Horizontal need d not be backed b •steel o Y YY 1 � framl h Honz ntal 6 . . - tr; t _ _ i I (a , . 5 ) ( 2 ) gdge joints and horizontal bmt joints on opposite side.,of studs need no( be staggered. Horizontal edge joints and 1 I SUPER STUD BUILDING PRODUCT S - T ha f c 8 � . - � I . hom_ontal:bu Joints n tt orris in ad'..c . t layers mu ( Iola •;rs stems' staggered a min of, 12 The thickness e � J y > J Sg ess and numb r of I - - - I ; ` ' i _ _1. I 1G. Ftnmt tg Members* - Floor and Ceiling 12u: ne -fur use with Item 2(}, prorrictary channel shaped namtzrs, - layers for the'I hr, 2 hr,'3 hr. and 4 iu ratings ate as follows: ' - - Item 12). 1 , 5 • 'ti i :7A t v ,..n�r Board Prntection on Each S Ide of W'a H f�_ _— � � � - � . . . ��.. I � , ; � . . I � - 1. , . : . . . I I , . . . I .1, - , ,. : , ---. 'v . , ti y 1.-ploorg.odCeilingRunners=(Not shown -For-t:iewvw hliem2-Channel sha .fabricated.froni:min25MSG- ! P otrosioni- rotected steel, mitt de th. ;Ai accommodate stud si26 1.with min t=l/4in. longlegs; attached to.floorand P P --I .ceiling, with fasteners 24irt..00uruc.. I ' I LFrai:Angl,lembers"-Floor:ani Ceiling Runner-Notch6.wn-irlien,ofitem1.-Foiwewithitem2B, pioprietary channel shaped rmner 3 5B i^L deep diached to floor and ceiling with fasteners 24 in..00 roar. t C.AL 1FORNIA EXPANDED METAL PRODUCTS CO-Viper25?ht Track I CRACC,MFG INC -Sma , ck7'` . -, iMARiNO/WARE, DIV OF RARE INDUSTRIES INf-=Vipeal5wrrack . -- ". f .. . . _. , . ......a. ..� .. .y�, _ ..i .. B. iVlenrbe s•-- Floor a 1 r nil Ceiliu Rr,wref-Notshowu-lll tell ;f l g g � I stn 1 =For risetvith:Item._C, pioptielary channel shaped n tees 1.1/4 tit. wed >r 3-5l8 ul. deep fabncatc,i from min 0.020 in. thick gale feel, attdchedto floor and c tune witi`fasteven spaced 24 m: vc`, pugs . - Rating, IIr " vfir. . of - _ ! No t Min. - Start Layers i fhknsrf De th In p &.Thkas t Insulation l Items 2, 2C, 2D, 2F and 2G of panel i (Item 4) 1 3-172 l layer, 5/8 in. flock O tion<l P 1 2-I!2 1 layer. 1/2 in thick 1-1?2'iu 1 1-5/8 , 1,layer, 3/4 in. think Optional - 2 1-518 2 layers, 112 in; thick Optional 2 I-5/8 2layersi 5'8 in thick - Optional 2 1 3-112 Mayer, 3/4 in. thick 3 in. 3 1-518 3 layers, 1/2 in. thic Optional l t - .. I - - _ -.• .- --1-5.!'„ + u _ 3 - : - 3 layers, 518 in. thick Optional 4 1 -Si 8 •': la 51.. layers, n thick Optional 5, spaced a max of 24 in_ OC. Studs to becut3!4 in. less than assembly height. _ - - ALLSTEFL & GYPSUM PRODUCTS INC -Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV =Type SUPREME Framing System - QUAIL RUN BUILDING MATERIALS INC -Type SUPREME. Framing System SCAFCO STEEL STUD. MANUFACTURING CO - Type SUPREME Framing System STEEL CONSTRUC'T'ION SYSTEMS INC -Type SUPREME Framing System UNITED METAL PRODUCTS INC - Type SUPREME Framing System 2E. Framing Members*- Steel Studs -.(Not shown, As an alternate to hem 2) -For use with Items 5F or 5G or 51 only; channel shaped studs, min depth as indicated under Item 5F, 5G or 51, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height - CLARKDIETRICII BUILDING SYSJ'[•:MS-CD ProSTUD . DMFCWBSLLC-ProSTUD MEA BUILDING SUPPLIES-ProSTUD ILAM SALES L L C- Ram'PmSTUD - I1. - SOUTHEASTERN STUD & COMPONENTS INC - ProSTU . STEEL STRUCTURAL SYSTEMS :LL C - Tri -S PrOSTUD: - 2F. Framing \?embers" - Steel Studs -Not shown - In lieu of Item 2 - proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-174 in, deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3i8 in. to 3/4 in. less in lengths than assembly heights. , SUPER STUD BUILDING PRODUCTS - TIte:Edge 2G. Framing Members* - Steel Studs --Not shown - In, lieu of Item 2 proprietary channel shaped studs, minimum, width indicated tinder Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. . STUDCO BUILDING SYSTEi1'IS - CROCSTUD 2H. Framing Members*- Steel Studs- (Not shown,,As an alternate to Item 2) -Fabricated front min. 0.015 in. . (min bare metal thickness) galvanized steel, spaced a max of24 in. OC, Studs lobe cut 3/4 in.. less than. assembly - height. - 44layehs,'1/2in.thiok ' blip Stud No. of Layers - Min Thlms of Rating, Depth, in. & Thickness I Insulation lIr Item 2E of Panel (Item 4) 2 1-518 2layers, lit in. thick Optional 2 1-5/13 2 layers, 578. in. thick Optional 3 1-5!$ Slayers, lit in. hick Optional 3. 1-5/8 3 lavers, 'Si.8 in. thick Optional 4 1-Si8. 4lavers, 5!8 in: thick Optional - - 4 1-5i8 4aayers, lit in. I CALIFORNLAEXPANDED METALPRODUCT$CO-V.iper20TMTrack 421a Y ers, 314 in. thick I TvLARINO/WARE, DIV OP WARE INDUSTRIES INC - Viper20T'a Track t-- I N .PHILLIPS A1F(: COI, L C V"iper20T*I Track 1 M " +� � O N.'bA I � u . IC. Framing members `Flair and Ceiling Runners- (Not shown) - In lieu of Item 1 - Channel shaped, .(, :INC-- thick attached to fluor and ceiling with fasteners _4 u,. OC, m:tx• ^O t 1 (C 1N . h2 in_.thick'F pc C. JP -X2 or. PC -AR; WRC, 518 in. thickTyhe AR C, iP-AR, IP -XI. IP=.{.., ALLSTEEL & C2TSUAL P:.Oi)IJC'TS INC - Ttpe SUPREh1E taming System li C.AR SCX, SH:i vVRv or WR-,,. R' % 314 in. thick Types IP -X3 or ULTRACODL•-- CONSOLIDATED FABR(CATORS(-ORP_.BUILPINGPRODUCCSDIV -TypeSUPREME. Framing . I I Svstem UNITED STATES YPSUM CO - - 1;2 hi. thick Type C, IP -X2, IPC -AR or WRC 5'8 u:. thick ,,e, SCX. .. t QilA[LP.IJNBUI3,1)Ii:C\lA`"F.RIAL,II," � i '.�5[!PRF'1fEFr;ut•h:gSystom . c. • / u ,,.IX SHS WTZX, 2k IP -XI AR C. WRC F12X•G IP-. 4! ;s . , ,. AR,IP-X2;?PC-Ak,..4m.thick�ltr�eslP.?:,.., I I SCAT CO STEEL t i S 1 itD \lA\LIF.` C l t?RINC' CO - T•pe S tNkE11h Framing System : I,41'RACODE STEE ( ')N: fRPCTl01 4v STE\IS I C --Type SUPREME Fnaau :g System l?NIT'fill PlE'1aU: PRODi1C','S INC --.: c S! iPP.E3fE Elinin Sr:.^m S �C . 4 '..i O Sri bL C V - 1!2 in. taiek'f e I -\2_ yP - P B C' :AR ,r , _ , Si in: thick Type AR, C. iP- j I .1W - 11,, rP-S i, it .l<. ;_ C -:1.k. SCX, SIiX,.WR l'^.0 nl. !• t -1 thick Type, II' -Y3 a ;!LTT2 O F }P F, .c I _ . .._... ..-_............ .. • . _ .- - -1 _ : _. _ _:= -._ � I _:: g..:-.,...- ' > ' .,; _1... .: _. t_...,, _, _. .. ,_ --.;u t,or„ }i,ul.LJ .:,:., • ... - -. - .. .. .. _: ..: , t ,,.-,., corm,,.::.-protec dor C,.:1. ,tee,, mm dmdl 1 -.::;•ttmodnte stuc . - c: r-ur.- nip I. in :os: k •s. ivachca to Moor - .. ... 1 ; .. ii .. tn 713 -Steel framin g Members*, it u... d. Nonhea_ .a 'xall Ratio Is rLmated to I !-* r'r S . 'c' _ ) f • ...... • - .. . ' • .. b ., 8. ...i.. !t.l.,. to t depth r.- s 12 -. . l - 5 .. M, 1 � {,;, c::. ".:'... ,i -.. ',. .',.. Cull .�l4. f. .:.: _n,:,_,,. ._2d.ht: L .:• ,.. ._- ,. ... ! ill". r! n:'< .: i' '-r 1 . 1 . n th .,nss .>f mstdation [tem 4 : .ir. •• ., ( ) ., .. : , vo il,' ,.. :.•'S,?5, ..lin hoard', ,t I.,, 11. _ ,: iY:. i.Inck shat I i •.. / e' ( ) . .: : _`ranhtll- fCnlb,; ,: _�. 'Io,:r' lid (.riBn• Lanl." rF •- t tt,. ,-)N.. A. ..,'...te... -.i_ LLa m :' .. �.r LS :-:.:• ie t e :: :.: f. .. ... I._ aL x.n 11 .� um, v 1„ ra s a u_. e h!:•' r a ten' G C r:� 1 ,n .� _ r '• it . ,� s r. 1 t r h;r,: d -., - :.. -'. - '- t ( .. Utt k. I .. 51;:1 f'!1 W .�Li Ic '1 n_,l. J.:.: ,- nth , rt.h: ,,: set.:.,; a.,.'i Iii- t .1 allad':id i --. ••�csua c)de nfslud v: rlhoui t+.Prlr,o uhatl,:'. t .. ,. �. _ _ _ -' _rTlt I t.:. -aria: . ;' i r.n Q I. 1 a. tcae. 1.1 m. OC m.:::... .. _ - t . iji ! .r'i �+ A - --i:; '� !.H•t?UIL. tt?'; 6Y�TEMS- "J Yro'1i2-) 1 - .. * ! k. ('3plum Bnanl (As :n .ilt�„nate to, t ; S) - - 5 C 1 tivri,:; ,'..I ;., 54 in: - .ie, appltru::,,riLuntall-, .•.; th. ,.;.:c; - S 1 Irl .' _ r-.-'-„ •-, tri , ., I P.. Pt AK 1 :rrt:rornrsideoftlre ass.,mblJ.6 c.nedai it c rh_t:?n -?tr:i. . . 'i b .13 T_, Di\G iUPI'LLS..._Tro??LAI{ I CC:CINC-Twp SHX. � 1 i.A \t SA 1,F5 I, L C -- i2am ProTIL\b 15NITED STATES(, PSl M CO -- FRX-G, SIiS: . S( U1'iIEA5'lER^ STUll& COMPONr 'TS INC 1'ro1'RAt. t!Sl,,l\IFXICOSADECV-1' SiIX. I yP STEEL STRUCf11RAL SYSTEMS !, J , ,-tri-S P:o'MAK I' � - - I - - 5B. Gypsum Board * -- (Not Shown) - As n alt,mate to Items when used as the base layer oa one or both sides of - ' il'. Framing 1•Icnrbcrs* -Fluor and Ceiling Runner -Not shown - ht lieu of (tam 1 -- Por use with Item 2F> - wall when 5.'8 in o('/< in. thick products are specified. For direct attaclmient onlyto steel studs Item 22, I.- to be usrl vroprietary channel shaped runners, minimum to accommodate stud size, with 1. 17R in. long legs fabricated with 3 -Nom 57R in: or'/. in. maybe used all• a: ' y be u e as a nate to all 5,8 in. or ,a in. shown in Item 5, Wallboard from min 0.015 in, (min bare metal thickness) galy steel attached to floor and ceilin with fastene_- ace I 8 g spaced 24 m. OC Protection on Each Side of Ralf table. Nom 5/8 in. or.'/* in. thick lead bac ked gypsum panels witli'beveled, squaw or I . . - tr; t _ _ tapered edges, applied vertically. Vertical joints centered over studs and staggered train 1 stud caviry on opposite stiles � 1 I SUPER STUD BUILDING PRODUCT S - T ha f c 8 � of sntds. Gypsum board securod io 20 MS(+steel stud; item.2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. I . - - I OC at perimeter and 12 in. OC in the field. to be used w ilh [.cad Batten Strips (see Item 11) or Load Discs orTabs (sec 1G. Ftnmt tg Members* - Floor and Ceiling 12u: ne -fur use with Item 2(}, prorrictary channel shaped namtzrs, Item 12). . miuicumi v., �,h toaccommodatz'siud size aii:chcd to lioor and ceiling with.faswrtQrs 24 in. OC max, RAY -BAR ENGINF.ERTVG CORP -Type 12.13 -EBG ` STUDCO BUILDING SYSTERIS - CP.UCS'ND "frail: I I `-.�� 5C. Gypsum Board•- For Use. With Item 2B Rahn Limited to 1 0 yp ( ) g Hour. 5/R in. thick, 4`; in. w,da. Gcpsmn ptaci: I- -” - - - - - iH. Flair lord Ceiling Runners -(Not shown)- Channel shaped. fabricated front inhh 0.02 in. gals steel, min width- 'with beveled. squan5 ortepercd edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is ' _ .to accommodate. stud size with mint in. lou legs," 'o use w .. g.. r with to be installed on each side of the studs with 1 in. long Type S coated sleet screws spaced 8 in. OC starting 4 in. front ,1 I - -: - ga(v steel orihicker, attached to floor and coiling with fasteners spaced max 24 in. OC: I the edge of the board at the vertical edges and 12 in. OC starling 6 in. front the edge of the board at toe center of each ATARINO/W_ARE DIV OP WARE INDUSTRIES INC - Viper20TM Track VT100. board. G smite boards are to he secured to the to and bottom track with screws spaced Sin. OC starting 4 in. from he board edge.: Fasteners shall not penetrate through both the stud and the track at tiesame time. Vertical joints are to be IL. FramingTlcmbers*- Floor and. CeilingRunners - Not shown As alternate to Item 1 -- . • •e w- 1 ) - Fo•- as with centered over duds and staggered one stud cavity. on opposite sides of studs. (Horizontal Application) - The gypsum I ' - Items 2h, channel steeped, fabricated from min: 0.015 in. (min bare metal thickness) galvanized steel. attached to floor board is to be installed on each side oftlic studs with i in. lonS Type S coated steel screws spaced 8 in. OC. starting 4 . and ceiling with fasteners 24 in. OC- max. in. from the edge .ofthe board at the vertical edges and 12 m. OC starting 6 in. from the edge of the board at the center TELLING INDUSTRIES L L C -TRUE-TR.ACKT" of each board. Gypsum boards are to be secured to the to and bottom track with screws spaced 8 in. OC starling4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal -Nuishnlyn _ proprietary' channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. joints are to be backed as outlined under section VI of Volume' 1 in Fire Resistive Directory: - TELLING INllLiST12 - TFr - IES L L C Vie 25 P r Track UNITED SPATES GYPSUM CO - Tvpe SCX, SGX. . MEXICO USC MI_lICO,SADECV-Type SCX. _- I lh: Framing Members* -Floor and Ceiling Runner -Not shown.- In lieu of Item 1 -.For use with Item 21, proprietary channel shaped runners, .-1/4 in. wide be 3-5/8 in. deep fabricated from min 0.020 in. -thick galy steel, SD. Gypsum Board* - (Asan alternate to Item5)- 5.'8 in. thick, 48 in, wide, applied vertically or horizontally, attached to floor and ceiling with fasteners spaced 24 in. OC max. Secured as described in Item 6. For use'with Items Land 2 only. TELLING INDIUSTR1ES L L C- Viper20T-Track fIVITED S'1 1TES GYPSUM CO -Type 11SGX. - SE. Gypsum Board - of Shown As an alternate to � Item u f •rna to _ when used as ata h YP (� ) ( ase layer on one or both sides of X 2. Steel Studs -Channel shaped, fabricated from mi 2 n 5 MSG corrosion -protected steel, Pe ,- tel min depth as indicated 1 tz ander - P d' wall all when lit in. o r 518 m thick products arespecified,Po di r rtxt attachment vt steel n onl o st cl studs Item u z used pm2A,n flub s d Item 5 spaced a max of 24 in. OC. Studs to be cut 3/8 to !4' , P3 m. less than assemblyheight. 1. €,a with Item 3). Nominal 578 to 'tick lead backed gypsum panels with beveled, square or tapered edges, applied 1. 2rL Steel Studs - (As an alternate to Item 2,.For'use with Items 5B, 5E, 5I1 and 5J) Channel shaped, fabricated from vertically. Vertical joints. centered over studs and staggered min.1 stud cavity on opposite sides of studs, Wallboard - min 20 MSG co t erosion -pro a �zd or gale sleet, 3-1/2 in. min depth, spaced.a moa of 15 in.OC. Studs friction -fit into secured to studs with 1-I/4 in. long Type S-12 (or No. 6 by 1.1/4 in. Imtg bugle head fine driller) steel screws spaced 8 floor and ceiling runners. Studs to be cut 5/8 to 3,'4 in..less than assembly height. - in. OC at perimeter and 12 in. OC in the field. - 2B. Framing Members* - Steel Studs- (As an alternate to Item 2, For use with Items 5C. or 5I) - Proprietary channel NEW ENGLAND LEAD BURNING CO INC, DBA NELCO - Nelco . shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and I —__ _. ,,,•_ J installed with a I,in. gap between. the end ofthe stud and track at the bottom ofthe wall -For direct attachment of . '5F.'Gypsum -Board* - (As an altemate to Item 5) - For use with Items i E and.2E and limited to 1 Hour Rating I gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper25T only, Gypsum puncls with beveled, square ortapered edges, applied vertically, and fastened to the steel studs with I in. CILACO MFG INC - SmarlStudT"t long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered. over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a eT'unimtan 3-5/8 in_ DLARINOAVARE, DIV OF WARE INDUSTRIES INC - Viper25- UNITED STATES GYPSUM CO -- 5!S in. thick Typc SCX, SGX. ! PHILLIPS MFG CO L LC- Viper25T^' I _ - - 2C. Framing Members* - Steel Studs - Not shown - ht Lieu of Item 2 -proprietarychannel she ed stee d p tutu s, min 5G. G)Tsnm Board* -.- (As an altprna.o in it n S) -- For usewith I:cros IF -and 2E only, Gypsum parols welt beveled- square or tapered edges, applied veriicaliv or horizontally, as -specified in the table below and fastened to the depth under Item 5, spaced oras if 24 in. OC, fabricated from min 0.020 in. thick galy. steel.. Studs cul 318 - steel studs tis described in Item 6. Vertical joints centered over studs and st4ggered one surd cavity on opposite sides of /indicated in. to 3/4 in less in lengths thin assembly heights: l _ - studs. Vertical joints in adjacent lavers (multilayer systems) staggered one stud cavity. Horizontaljoints.need not be C.AI.J FORNIA E.\PANDED METAL PRODUCI'S CO-'Vipzt20T"' backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be I :MARINO/WARE, DIV OF WARE INDUSTRIES INC- Viper20TN - staggered. Horizontal edgcjoinis and horizontal buttjoints in adjacent layers (multilayer systems) staggered amin of PHILLIPS MFG CO L L C - Viper20- I '12 in. Ti-.-, thickness and number of lavers for the 2 hr, 3 hr and 4 hr ratings are as follows: - : 2D. Frambig Members*- Steel Studs - In lieu of Item 2 _ Channel shaped studs, min depth. as indicated tender Item Gv sum Board Protection on Each Side of Wall - 5, spaced a max of 24 in_ OC. Studs to becut3!4 in. less than assembly height. _ - - ALLSTEFL & GYPSUM PRODUCTS INC -Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV =Type SUPREME Framing System - QUAIL RUN BUILDING MATERIALS INC -Type SUPREME. Framing System SCAFCO STEEL STUD. MANUFACTURING CO - Type SUPREME Framing System STEEL CONSTRUC'T'ION SYSTEMS INC -Type SUPREME Framing System UNITED METAL PRODUCTS INC - Type SUPREME Framing System 2E. Framing Members*- Steel Studs -.(Not shown, As an alternate to hem 2) -For use with Items 5F or 5G or 51 only; channel shaped studs, min depth as indicated under Item 5F, 5G or 51, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height - CLARKDIETRICII BUILDING SYSJ'[•:MS-CD ProSTUD . DMFCWBSLLC-ProSTUD MEA BUILDING SUPPLIES-ProSTUD ILAM SALES L L C- Ram'PmSTUD - I1. - SOUTHEASTERN STUD & COMPONENTS INC - ProSTU . STEEL STRUCTURAL SYSTEMS :LL C - Tri -S PrOSTUD: - 2F. Framing \?embers" - Steel Studs -Not shown - In lieu of Item 2 - proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-174 in, deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3i8 in. to 3/4 in. less in lengths than assembly heights. , SUPER STUD BUILDING PRODUCTS - TIte:Edge 2G. Framing Members* - Steel Studs --Not shown - In, lieu of Item 2 proprietary channel shaped studs, minimum, width indicated tinder Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. . STUDCO BUILDING SYSTEi1'IS - CROCSTUD 2H. Framing Members*- Steel Studs- (Not shown,,As an alternate to Item 2) -Fabricated front min. 0.015 in. . (min bare metal thickness) galvanized steel, spaced a max of24 in. OC, Studs lobe cut 3/4 in.. less than. assembly - height. - 44layehs,'1/2in.thiok ' blip Stud No. of Layers - Min Thlms of Rating, Depth, in. & Thickness I Insulation lIr Item 2E of Panel (Item 4) 2 1-518 2layers, lit in. thick Optional 2 1-5/13 2 layers, 578. in. thick Optional 3 1-5!$ Slayers, lit in. hick Optional 3. 1-5/8 3 lavers, 'Si.8 in. thick Optional 4 1-Si8. 4lavers, 5!8 in: thick Optional - - 4 1-5i8 4aayers, lit in. Optional 421a Y ers, 314 in. thick 2 in. CGC INC- 112 in. illi; C, JP -X2 or IPC -AR:, 5i8 in: AR, -A . Type thiek'1'}pe C, WR, IP-X!, IP -X2, IPC- ARSCX SH (or; 3!4 in. thick Types IP -X3 or ULTRACODE UNITED STATE$ GYPSUM CO -112 in. thick Type O, IP -X2, IPC -AR or; 5/8 in. tltick'Fvpz SCX SGX, SHX, IP -XI, Alt, C, , FRX-G, IP -AR, IP -X2, IPC—AR; 314 in. thick Typzs IP -?s3 or ULTRACODE USG MEXICO S A DE O V -1 2 in. thick Type C. 1P -X2, IPC -AR or, 518 in. thick Type'_4R, C. IP -AR IP - Yl, IP -X2, IPC -AR, SCX, SHX, or; 374 in. th ck'fypas IP -X3 or ULTRACODE SH. Gypsum Board * - (Not Shown) - (As an alternate to Ilam 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified For direct attachment only to stool shads Item 2A, (not robe used. with kem:3) -Nom S/S ora/4 in. may he used as alternate to x11.5/8 or 3/4 in. shown in Item 5; Wallboard Protection on Each Side of Wall table.Nom 5!8 or 3i4 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel scads and staggered min 1 stud cavity :on opposite sides ofstuds. Wallboard secured to studs with 1-1/4 in.long'Type 5-12 steel screws spaced 8 in, OC at perimeter and 12 in. OC in the field- Gypsum board secured to 20 MSG steel studs Item 2B with 1-1l4.in gong Type 5-12 steel screws spared 8 in. OC at Perimeter and 12 in. OC in the field. For joint Compound gee Item 5. To be used with Lead Batten Strips (sae Item 11A) or Lead Discs (see Item 12A)- 14iAYC0 INDUSTRIES 9 tt cf � I� t ��; t-- N � M " +� � O N.'bA I � u tom`` O w thick � Optional INC - Type X -Ray Shielded Gypsmi Si, Gypsmu Buanl•.- (As m alternate to Item 5) - Nom. 5.1 in. tluckgypsum portals with bzveiw, syuarz-or tapered edges installed as described in Item 5. Steal stud minimttrn depUt shall be as indicated in Rcu; CGCINC - Type l LX L'AITED STATES GYPSUM CO -Type ULY USG MEXICO S A DE CIIV - Type ULX 5J. Gypswit Boaivi* - (Not Shot4n) - (As an alternate to Item 5 when used as the base layer on4neor bout sides of wall when 112 in. or 5,1$ in thick products are specified, For dirzM.attachment only.tostezl studs Item 2A not to hewed tltem 3). Nom.S/8.in: thick lead backed gypsum panels with:beveled,agttareortapered edges, appliedver[icallv;, yerijcal joints centered over studs and staggered min. 1 stud cavity on oppositesides of studs. Wallboard secured to. studs with 1-1/4 in. long Type S-1:? steel screws gypsum panel steel screws spaced 8 in. :OC -at perimeter and 12.in.. OC tit the field. Lead batten strips requited behind veitical Joints of lead backed.gypstn»watboazd and optional at - - remaining stud Locations: Lead hau.en strips, min;2 in, wide, max 8 ft long with a max thickness of Oa4 in. placed on the [ace of studs and attached lo.fhe stud with constmcijat adhesive -and two I in: long Type S• 12 pan head steal screws: one at the top ofthe strip and one al the bottom ofthe strip. Lead discs, nominal 3/8 in. diam by.max 0.085 in, thick; Compression fitted or adhered over the screw heads. Load -batten slri� and discs to have a purity of 99.9°ro meeting the Federal specification QQ-L201f, Grade "C.". RADI.ATI.ON PROTECTION PRODUCTS INC --- Twp_ RPP -Lead Liner! nrywail, 6. Fasteners - (Not shown) -For use with Items 2 and 2P'- Type S or S-12steel screws used to attach panels to '. studs (Item 2) or furring channels dltem'7). Single layer systems: I in. long for 172 and 5!8 in: thick panels or 1-1/4 in. long for 314 in. iltick panels, spaced 8 in. OC when panels urs applied horizontally, or 8 in. OC along vertical and ' bottom edges and 12 in. OC in the field when panels are applied vertically, Two layersystems: First layer- Fin. long for I/2 geld -5/8 in. thick panes or 1-.1/4 in. long for 3/4 m, thick panels, sptu ed lfi in, OC. Second layer- 1.518 in. long for lit m.,,'8 in. thick panoic or 771f,11 in, n:g for 3+4 in. -thiel: tl_*.h '..,c..,..d 16 in. 't;. ,;h :...,; vn.,. ffsc't F int fent:1. +, first Iayzr.Three,layersystems: First layer ; in: long for 1/2 in-; 5/8 in. thick sanely, spaced 24 it). CC. Second layer- 1-5l8'in. long for 1/2 in., 5/8 in thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for lit in., 518 in,: thick panels or 2-518 in, long for 5/8 in. hick panels, spaced 12 in, OC. Screws offset min 6 in. from layer below, Four -toyed Isystems: Fust layer- 1 in. long for lit in., 5!8 in. thick- panels, spaced.24 in. OC Second lays 1-5/8 in. long for L_ in., 5,8 in. thick panels, spaced 24 in. OC. Third layer- 2-174 in. Ione for 1 /^< in. ,b,ck panels or 2-578 in, long for 578 in.. ' thick panels; spaced24 in. OC. Fourth layer- 2.-5/9 in, long for 172 in the,.k r.hc:•: or in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6'in. from layer below. 7. Furring Channels- (Optional, not shown, forsiuglc-or double hoer sJstotTis),-- {&:cili..gi furring channels �- fabricated from min 25 MSG corresiomprotected steel, spaced verncally.a taaxof 24 in. OC flange portten a14+ehcdto - each intersecting stud with 172 in. long Type 5-12 steal screws: Not for use with Item 5A and SE. 1 7A Pm%ing Members* - (Optional on one or bulli stens,-not shown, for single or double layer systems)'- As alt ' alternate to Item 7, furring chalmzl5 and Steel Framing R•[embers'ss_ described below: - a. Furring Channels -Formed of No. 25 MSG gals steel. 1-9/16 in. orM3/32 23;32 inwidaby 718 in. d,:.;p, spaced max. 24 in. OC. pe endicular to studs: Channels ace ..ad to studs as described in item b. Gypsum board � attached to firr^n2 channel ws d::scrihed in.Ttem 6- N f£.r u:e v,•;41, t. � 3•.r+ cr. o i•r5-..._..�. Steel b. S 1 Framin Member "-- ent � Used to attach Framing furring channels (Item 7Aa) to studs (item 2). Clips spaced max. 48 in..OC; 'RSIC-1 and RSIC-1(2.75) clips secured,to studs with No. 8 z 1-I/2 in. minimum self -drilling.. S-12 steel screw through the center grommet; RSIC-V'athd RSIC-V (2.75) ;tips szcwed t"o studs with No. R x . 9/16 jn.'minimunh self -drilling, S-12steel screw through the center hole -Furring channels mfi c friction tted into clips. RSIC-1 and RSIC V clips for use with 2.9/16 in. wide fur ring ch::nnels, RSiC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23!32 in. wide furring channels. PAC INTERNATIONAL INC -Types RSIC-1, RSIC-V, F:SIC-1 (2.75), RSIC-\' (2.75). " 7t;�Flamlu.BRlemhen3,,IO -+1 Nye- ry,rnnrll-?- nl••..r.,.tetohem fors+r`!-nrdnn"t,t;t?Ver;�T*er.±s. ' fntTin C g norm C - is ande gst i•raer.rtg; Membeta bn'ordy one s, . sinus as nestaaoed u i w: . :mnlse- Formed of Ao. 25 MSG ga ]v st•re1 spaced Ch ed 24 in OC P c"Piu: endF it -Furring arlo stud Channels sectued.lostuds as described in Item b. Baits and nil Blanleis placed in shed cavity as described in.Item 5. Two lavers of gypsum board attched to furring channels as described in Item S. Not for use with Item SA ah:: SF.. b. Steel Forming Members- - Used to attach fiarring channels (Item 713x) to one side of studs (Item 2) only. Clipsspaced48 in. OC.,,and secured to studs with two No. 8 x 2-172 in. coarse drywall screws, one through lire hole at each end ofthe clip_ Farting channels are friction fitted into clips. ICINETICS NOISE CONTROL L'1C - Typc Isomax . 7C. Framing Members* - Optidnal -Not Shown •Used as an alternate method to attach resilient ;hamlets (Ilam 7). Clips attached at each intersection lotion ofthe resilient channel and.the steel surds (Item.2). Resilient channels are friction fitted into clips, and then clips arc. secured to the slcal.stud with min. 1 in. long 7 ype 8-13 steel screws through the center hole of the clip and the resilient channel flange. . - - i KEENE BUILDING PR(�l)UC1 S CO INC- -Type RC Assurance; i ^D, Frothing llfernbets* -(Not Shcwn) (C +. n,,:,l tor, rr both cider, not. shown- for single or double .:.., r ' systems) - As analtemare to Item 7, fur, utg channels and Steel Framing Members as described below; _ vurc;:h>: Crcw,tc.s- .. ..,w_-. _ ., S v .,u.:q _... u.. d..:p, r,.,: 11. _ in. " t,(.� hill; arto , . t rP studs. C nn .: s 'et to studs as d,ncribcd in Rem U. G•.p_::•;r board nit;:� ,d tn.fumn:; I Inr tel :: t.il:etl in Item o. Not fort, -,4 waL: Item SP.. nil SF. 1 stts } lvnmutg \Itmber.. - - Used to dt;acb I .T ng rh.auneis tItem 7 Aa)to ,loth 'hem1). Cl u,s _ . 1 mar -",I; in. `)G. C:7-:1lECLIPS;ecorld {: sl,c„ v -tin No. R s 1 1 `2 i't, n.•nimtlm azli cfn _ _, 5-u. .it,. .. - 1 ithrncrhhe tcanter grommet. Pontus, cl::inneas arc f: khan fir,,:•: into ciir•- I IPi.i'CI OINr -- f p Gr:\ L C I i1' I 7E. Steel Frs,tl.n;; iitu,Sters- (Optional, Nor !;ov:n)* - Furring chmt::zis and resiliem ;:: ,d isoi.,:.,m tilt; as IJ .r,aad h;luty; ,. Purring Ch mtsels-T•.umed of No. 25 MSG galy steel. Spaced 24 in. OC perpendicular to studs. Channels i secured to soles as dascrib,:d ir. Item b, Ends of adjoining channels overlapped 6 in. and secured together with four self -tapping No. 8x1i2. Self Drilling screws (2 per silo f in. and 4 in. from e•.crlap edge). Gypsum board attached to furring channels as described in Item 4. Side joint tuning channels shall be attached to studs with RESILDfOUNT Sound Isolation Clips -TJpe A237R loomed approximately 2 in. from each ens of length of channel, Both Gypsum Boards at sidejoints ihs_ened into channel with scro•,•s spaced 8 in. OC, approximately 172 in. frau Joitt edge. Na. fur use with ]tam S,i and SL. � b. Steel Fronting llcnhhers' - Risillznt sound isolation :gip used to a[tarh tuning c.h r;neis (Item 7E;t) to studs. Clips spaced 24 in. OC., and secured to studs with No.10 x 2-112 in. coarse ilryv all screw through the center hole. Furring channels arc friction fitted into clips. STUDCO, BUILDING SYSTEMS --- RESII MGU\I'T Sound Isolation Clip ypc;>2.'•7R + -9'. Joint Tape and Compound - \hr.}•I or casein, dn' or premixed joint compound applied in « : o coats to joints and s<re+c heads of outer layers. Paper tape, nom 2 in. wide, embedded .in tirsllayer of compound uvzr:dl joints of outer layer panels. Paper tape and joint c:ompotmd may be omitted when gypsum panels are supplied with a square ec{ge, 9, Siding, Brick or Stucco - (optional, not shown) .Atuninum, vinyl nr smcl siding, brick veneer or stucco. meeting the requirements of local :ode agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached. to tach stud with steel screws, not more that: each sixth course of brick. 10. Caulking an: Sealants* -( )phonal, not shown) - A bead of acoustical sealant applied arouadthe partition perimeter for sound control. � ' UNITED STATES GYPSUI4I CO -TJpe AS 11. Lead Rotten Strips-- (Not Showm,. For Use With hem SB) -head batten strips, min I- 1/2 in, wide, max IO fl long stud with two i in. long Type 5-12 pan head steel screws, one at the top ofthe strip and one at the bottom ofthe strip. Lead batten strips to a o have f 99.90/6 meeting the Federal l specification P purity QQ-L-201f, Gorda "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 1. - - �1A. Lead Batten Strips -(Not Shown, For Use With Item SH), i..cad batten strips, 2 in, wide, max ] 0 It long with a tugs thickness of 0;] 40 in. Strips Placed on the face of studs and attached to iheslitd with two min. 1 in. long min. Type 8-8 pan head steel screws, one at the top ofthe strip and one at the hotfoot ofthe strip or wilt one min. 1 in long min. Type S-8 pan head t steelscrew at the to ofthe stripad Le batten strips to have ea purity of 99 meeting P .9 '90 ma tl r e.. Federal ' specification - •2t QQ L if"..Grades ':A, B, C or D". Lead batten strips required behind vertical joints of lead backed. gypsum wallboard and optional at remaining stud locations. - 12. Lead. Discs or Tabs -(Not Showa For Use With Item SB) - Used in lieu of or in addition to the lead flatten strips (Item 11) or optional at other locations -Sfax 3./4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw• heads or max I/2 in. by 1-174 in. by max 0.125 in. thick lead tabs placed on gypsum boards (item SB) underneath straw locations prior to rte installation ofthe screws. Lead discs or tabs to have a purity of 99990 meeting theFederal specit i:ation QQ-I„ 201 f, Grade "C". 12A. Lead Discs - (Nut Shown, for use with Item 5H)AlaY 5;16 in. diam by oras 0.140 in. thick lead discs - compressiontitled or adhered over steel screw heads. Lead discs to have a purity of 99.9°•o meeting the Federal Specification QQ-h•201f, Grades t'A, B, C. or D". . - ' ' 13- Lead Batten Strips - (Not Shown,. For Use With Item SE) Lead batten strips, 2 in. wide, max 10 It long with a max thickness of 0.1 4.2 in. Strips F laced on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel. screws, one at the top ofthe strip and one at the bottom of rte strip or with one min. 1 in: long min. Type S-8 pan Lead steel screw at ilia top ofthe strip. Load batten str^s :o have a purity of 929°:a meeting the Federal' specification QQ-L-201f Grade "C". Lead batten strips required behind vertical joints oflead backed gypsum wallboard (Item SE) and optional at remaining stud locations. -. - Y4. Lead Tubs - (Not Shown, For Use With Item SE) 2 in. wide, 5 in, lung with a max thickness of 0.142 in. Tabs friction-tit.arcund front face of stud, the stud folded back flange, and the back face ofthe stud. Tabs required at each location where a screw (that setons the gypsum boards, lizm SE) will penetrate the steel stud. Lead fabs to nava a parity of 94.9% meeting the Federal specification QQ,1: ZOlf, Grade "C". Lead tabs may be held in place with standard adhosivctape ifnecessary. ' *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from UL - - 0 2013 UL LLC i , ,I I i I 11�1 I �i� 11 � 4 W PRELIMINARY 9 tt cf � I� t ��; t-- N � M " +� � O N.'bA I � u tom`` O w (� ^O REVISIONS PROJECT NUMBER � iii 14� u � DATE 5-11-15I i All IA U 0 6?2t0r1A ,,--,�<C-\-) � SHEET NUMBER I NON -RATED CORRIDOR: MIN 48" CLR a 2" a 240 1 HR STAIR SHAFT: CAPACITY' 32" CLR DOOR ® 2" = 160 CAPACITY 48" CLR STAIR to 3" e 160 CAPACITY _ ❑a❑� _ -= -- ii-��.._I- ----r Tom.— •-- �� ---,-- '- �` �I II tl R0 p 1 jl d I 1 5REAK-OUT EGRESS 'I I DOOR: 44" CLR a21, I I I 1 ! I s h r 220 CAPACITY Y M i STORAGEi US 1 CiIlI 24,551-7G ,F i ❑ .I �r ICsSF = 149 Li ' ll'6A V :' 1 RESIDENTAL USE I{�� li11 1,232 GSF r��, i E i il 5USINESS USE: 1/200 GSF o 7 GSF a 1/100 GSF = 10 — 66GG ff 4 ' 1 HR STAIR SHAFT: BREAK-OUT EGRESS 32" CLR DOOR 6 2" 0 160 CAPACITY DOOR: 44" CLR a, 2" = 32" CLR DOOR 48" CLR STAIR o 3" . 160 CAPACITY 220 CAPACITY m 2"■160 CAPACITY BUILDING FIRE AREA: Ll 2 FIRST FLOOR L IFE SAFETY FLAN IST FFR: 26,,14 SF L f� I �7 �`4 2ND FFR: 26,"f45 SF AID SCALE: 1/32"=1'-0" 2ND FLR: 26,145 SF TOTAL FIRE AREA, 80,235 SF I HR STAIR SHAFT: 32" CLR DOOR 6+ 2" ■ 160 CAPACITY 46" CLR STAIR m 3" 160 CAPACITY II r JL ----- � I —r ---r I I �I-------------y �STOR'AGE USE: j ? 0 Gs -3- - I —LL II r----- ---------� �fd/----------J r I Fa - L I ,I w•I I � I i HR STAIR 6HAFT 32" CLR DOOR o .2-- - "= 160 CAPACITY 48" CLR STA4IR a .3" 160 CAI'ACITY z x ----------- --------20' BUILDING o ' co k / A / In m = C x O / C G5 Z N� mm O cx / `, A / x m Cz / ! (n 47 '- \ ' In O // 2 / 1�0, \ ' 62.23' _- 197.77' -- -- -- -- --�- S 89'19'35" W 260.00' --_- I I j 3 SECOND FLOOR LIFE SAF VI0 SCALE: 1/32"el'-0" '3.55" F 6' CHAIN UNK MCE 612.45, E-- - ----EXJSTING ----- -- -- ----- -- -- BUILDINGS com C=x m rn z�p-(n+ M N_ N CMZ 4� z cn0 T 00 I ATLANTIC, BOULEVARD I 1 j z ,1.�i�C�IITCTUi►L 5 AID AN I HR STAIR SHAFT: 32" CLR DOOR o 2" 160 CAPACITY 48" CLR STAIR m 3" 160 CAPACITY �j; d I � ! �. � ! � � i � �i ► 4 �_— � � Ir !' , it ?RAYL -'i `�' J� ---- STORAGE USE- 0 26,14& G& A w 3 it r SF 0 5/50 G -f!54 i � II � - ------------- =r�-J i - =m[L� �. ww h I HR STAIR SHAFT: 32" CLR DOOR o 2" -- 0 160 CAPACITY 48" CLR STAIR a 3" = 160 CAPACITY 4 THIRD FLOOR LIFE 5,AFETY FLAN A1,0 SCALE: -1/32"°1'=0" 1 1 I I 1 I ! 1 ' 1 I I 1 � ! 1 ' ,i !, u, 1 `o I J I � O 1� ,W I ! M 1 , 11 ! NEW 3 STORY IQ ! STORAGE BLDG I ! A , II I III ! II I til I!, ! - l ! ` iar`4sanvllto Fire Prevertian Div 1 1 ! PIOV 0 32015 ! t 1 ! 0 NO EXCEPTIONS ! ! ! Q EXCEPTIONS AS NOTECi ! 5FIt-�ET I �1 I° of f � ' I io of �k L�l 1� , , 1 i 7- LL oW O O Z J �. Z Z -ZZ > Q Q J O U w� J m pW u Z QWLLJ =0D LL:ry Lu � W U� LLJ �-) LLQEwz00 W �pF-ZL1JOzpw�=a CL p aZ 0= 0 0 0 W- W O p Q 0~ ZI- Z~ m Q 0 W Z � LLz��LL W��o- 0�-p W p(nW pQ�Of-mU Z? - W Wu-WU� �UOW� I'-QYU �- (no Q z Q' aw�oi-CL'�U u--� V)C2 v~, G_ CL U o U W U W W Q z- U z z p0WWLL O Q cr G h-W�a SJ ZW W �F-m0cn0{-LWLIUO EE w W U� U a�= a W W W U U= I-am<3: bo�0-E - app M N_ N M 4� N T 0, n M C7 0 0 e 0 N � O � V ATLANTIC, BOULEVARD I 1 j z ,1.�i�C�IITCTUi►L 5 AID AN I HR STAIR SHAFT: 32" CLR DOOR o 2" 160 CAPACITY 48" CLR STAIR m 3" 160 CAPACITY �j; d I � ! �. � ! � � i � �i ► 4 �_— � � Ir !' , it ?RAYL -'i `�' J� ---- STORAGE USE- 0 26,14& G& A w 3 it r SF 0 5/50 G -f!54 i � II � - ------------- =r�-J i - =m[L� �. ww h I HR STAIR SHAFT: 32" CLR DOOR o 2" -- 0 160 CAPACITY 48" CLR STAIR a 3" = 160 CAPACITY 4 THIRD FLOOR LIFE 5,AFETY FLAN A1,0 SCALE: -1/32"°1'=0" 1 1 I I 1 I ! 1 ' 1 I I 1 � ! 1 ' ,i !, u, 1 `o I J I � O 1� ,W I ! M 1 , 11 ! NEW 3 STORY IQ ! STORAGE BLDG I ! A , II I III ! II I til I!, ! - l ! ` iar`4sanvllto Fire Prevertian Div 1 1 ! PIOV 0 32015 ! t 1 ! 0 NO EXCEPTIONS ! ! ! Q EXCEPTIONS AS NOTECi ! 5FIt-�ET I �1 I° of f � ' I io of �k L�l 1� , , 1 i 7- LL oW O O Z J �. Z Z -ZZ > Q Q J O U w� J m pW u Z QWLLJ =0D LL:ry Lu � W U� LLJ �-) LLQEwz00 W �pF-ZL1JOzpw�=a CL p aZ 0= 0 0 0 W- W O p Q 0~ ZI- Z~ m Q 0 W Z � LLz��LL W��o- 0�-p W p(nW pQ�Of-mU Z? - W Wu-WU� �UOW� I'-QYU �- (no Q z Q' aw�oi-CL'�U u--� V)C2 v~, G_ CL U o U W U W W Q z- U z z p0WWLL O Q cr G h-W�a SJ ZW W �F-m0cn0{-LWLIUO EE w W U� U a�= a W W W U U= I-am<3: bo�0-E - app RELEASED FOR CONSTRUCTION REVISIONS A 8-18-I5 FIRE/BUILDING n�r",rrwr rCl PROJECT NUMBER 201436 DATE 5-11-15 SHEET NUMBER A1190 M N_ N M 4� N O 0, ♦ M C7 0 0 0 N � O � V � V C� 00 -� RELEASED FOR CONSTRUCTION REVISIONS A 8-18-I5 FIRE/BUILDING n�r",rrwr rCl PROJECT NUMBER 201436 DATE 5-11-15 SHEET NUMBER A1190 o � N_ N O M O 0, ♦ M C7 0 0 N � O RELEASED FOR CONSTRUCTION REVISIONS A 8-18-I5 FIRE/BUILDING n�r",rrwr rCl PROJECT NUMBER 201436 DATE 5-11-15 SHEET NUMBER A1190 . . .,I I I", ::ql. . li I . - I I I . . . - - 1. - , � � . . . ... .. .. p I _:. x , _ _.� -.. I ad . I . . � . ,, --:.. .: . . . . . . . ._,, . .. . .. d .,": Cd ... ... : ..:.. .. .:, ... .... .... STRUCTURE ABO . a' STRUCTURE ABOVE - .. ... ;.. .. ..•. STRUCTURE ABOVE _ ., . "mg] -.d ... FIRESTOP SPRAY OVER I :. _ I. MIN /4" .. 1 SEALANT OVER , ;• .. . . I: I:. T SANDING SEAM MTL MINERAL WOOL FORM (UL I I MINERAL WOOL FORM CUL I s.. ROOF 5Y STEM W/ . . _' SYSTEM HU1-D-0168) .I I SYSTEM - - . NW D 0168) I. . . 25 GA MfN 5TL STUDS . I" THERMAL B OCKS L 4" 25 GA MIN 5TL STUDS'6 I" : I . 25 GA MIN.STL STUDS 9 - I / _' SIJ tPiyri:,1 mill y„�3jr`'-- . . r9 ' 24" O.C. MAX'=.:..PROVIDE'..:..... ! ' MIN 114" SEALANT OVER 24' O.C.:MAX -PROVIDE : 24" O.C.MAX .- PROVIDE I . 1 �, I f - ' . , , : , , " • / , -•, . NOR BRACING AT 48" '. MINERAL WOOL FORM lUL - POR BRACING AT 48" HOR BRACING AT 4$" . I' O.C. VERT JOINT .SYSTEM NO. O.C.` VERT O.C.V ERT . .. - . . : : HW -D-01-14) DOTE: SEAL,OUTLET BOXES- 4L . •' 5 4" STUD - . NOTE: SEAL PENETRATIONS . W/ MIN I/4" SEALANT OVER : l 5/8" T_ NOTE: SEAL PENETRATIONS W/ UL 'ldl9 FIREStOP 5Y5TEM, 5 I/4" AND. OTHER PENETRATIONS . THROUGH GYP BD W/ 5„_� „ ACOUSTICAL SEALANT 4 STUD . d. . `. :,, , . r , . Irf7L HALLWAY PNL TO MINERAL WOOL FORM CUL'" - SYSTEM NO. C -AJ -1364, MIN F-RfiTINCz=I l'..m . 6" STUD NTL HALLWAY PNL TO . : �•,�, -' . UNIT HGT AT CORRIDOR. F-RATfNG=2) MTL HALLWAY PNL TO UNIT HGT AT CORRIDOR . I/2" GYP BD EA SIDE I. 1 HR RATED CMU BEARING .. UNfT HGT AT CORRIDOR i/2" GYP BD EA SIDE - . . STAGGER VERT JOINTS ONE STUD CAVITY WALL CIBC '121.32).8 ,GMU " 5/8 TYPE X GYP BD EA _ SIDE -STAGGER VERT STAGGER VERT: JOINTS ONE STUD CAVITY I I w . Z OF EXPANDED SHALE, �' .. ` d I' CLAY OR SLATE WITH. MIN JOINTS ON TU E S D GAVf7Y=\ I .. I.. UNPAGED BATT INSUL �-_� ' . I' . . W .• . _1 L 25 GA MIN STL TRACK - I' I. `' 1. EQUIVALENT'THIGKNESS OF 25 G M A IN"STL TRACK - 1R-13 AT..4 , R-19 AT 6") . � d== 1. z - > FASTEN TO FLR AND CLG STRUCT 9 24" O.G. MAX . 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R•Iax Hor Projected Roof Area per DS T1106 2(2) 8240 Atlantic Blvd Self Storage 1458 OIC Gutter and,DownspoutSizing Gutters: Bu( . dm Parameters s Bldg Depth N1dE11 Q at Gutter (ft) 54 j Gutter Length (ft) 27 Gutter Width (in) 6 Gutter Depth (in) 6 Ivbax Hor'Projected Roof Area per Gutter TI 106.3 DS Width (in) 5 DS Depth (in) 5 OIC Gutters (Chart 1-1): 2012 IBC PlumMng.Cod.e 1106 1993 SD>IACNt1 100 Year Hourly Rainfall Rte (in per hr) F1106.1 4.5 Slope Factor Downspouts`. R•Iax Hor Projected Roof Area per DS T1106 2(2) 8240 DS Area (sq in) 25 Actual Hor Projected Roof Area per DS 1458 OIC Gutters: Actual Factored Roof Area per DS Equivalent Gutter Diameter (in) j Gutter Slope (in per foot) 0.125 Check OK Ivbax Hor'Projected Roof Area per Gutter TI 106.3 5350 Actual Hor.Prgjected Roof Area per Gutter 1458 OIC Gutters (Chart 1-1): 1993 SD>IACNt1 Slope Factor 1.00 Intensity x Factored Area 11227 14288 10 Yr 100 Yr 5 Minute Intensity (in per hr) 7.7 9.8 M=D/W 1.00 Roof Area per DS Area (sf per si) 160.0 120.0 I Downspouts: Allowable IA (Chart 1-1) DS Area (sq in) 25 f I i I : I : I I i I I : I 1 i I I i : ! I - I I r1 i I 1 I I I i i I I i I I UJ/ FREFIN MTL , --- --------- - I- I I , L_ i FASCIA (MT -1) V '\ FREFIN MTL 6x6 i i i. I I i I I -- BP# GUTTER 5x5 D5 DATE j — SIGNED PROJECT NUMBER �-- SPM ROOFCz SYSTM - W/ FREFIN MTL c c n T I I FREFIN MTL STANDING 201436 I I I I I SEAM ROOFG SYSTEM CSSR-U \— FREFIN MTL CRICKET FLASHG - ALIGN I5T DATE , I ` I ROOFC's PAN W/ FA12AF'ET .BEYOND 5_1 el S SHEET NUMBER �` 141 N/hax Roof Area per DS 4000 3000 Actual Factored Roof Area per DS 1458 Check OK OK Gutters (Chart 1-1): Intensity x Factored Area 11227 14288 M=D/W 1.00 Allowable IA (Chart 1-1) 14500 Check OK OK Qj MTL TRAPEZOIDAL y i SEAM ROOFGz FREFIN MTL 6x6 p! SYSTEM (55R-2) GUTTER t 5ic5 D5 : i I 1 • i : I I : 1 1 : i I : i I I I I 31 I i 1 1 i l 1 1 I i' T OS -- 11 -11 - 1 ; : I I I TO5--_--_ - I : 1 1 : r ! I ; I 6 ROOF 1 I : i : i HATCH i • 1 I I : : w. i I i I DIVERTE -- - - I I , i S OP L E , i : i : I l : 1 :4 i t i : ! : I I ; I I i , I -. ;4 - , i_.— ; : ; : i : i i i i I ST Jul -- - SEAM-FREFROT F Cs OSYSTEM I ! ELEVATOR O R R I> i i I I 1 --'-------- A SHAFT T - i I I - I- i - _ PREF MT IN L I' i I I ; i i I -- I CxUTT E SC R MT D f f I i I : I : I I i I I : I 1 i I I i : ! I - I I r1 i I 1 I I I i i I I i I I UJ/ FREFIN MTL , --- --------- - I- I I , L_ i FASCIA (MT -1) V '\ FREFIN MTL 6x6 i i i. I I i I I -- BP# GUTTER 5x5 D5 DATE j — SIGNED PROJECT NUMBER �-- SPM ROOFCz SYSTM - W/ FREFIN MTL c c n T I I FREFIN MTL STANDING 201436 I I I I I SEAM ROOFG SYSTEM CSSR-U \— FREFIN MTL CRICKET FLASHG - ALIGN I5T DATE , I ` I ROOFC's PAN W/ FA12AF'ET .BEYOND 5_1 el S SHEET NUMBER �` 141 �I n G I I i =I_:=YAkI IVN ,4 ELEVATION B.. i i ELEVATION C Lzi TOILET ACCESSORY SCHEDULE - MARK DESCRIPTION SPECIFICATION_ ( 1-1/2" DIA , -x 42" GRAB BAR BOBRICK 8-6806x42' 02 1. 1/2" DIA x 36" GRAB BAR BOBRICK 6-6w(OX36" Q3 TOILET PAPER pIS'ENSER 505R'.CK 8-4288 ® 2'-0"x3'-0" MIRROR BOBRICK B-1658 24x36 Q TOWEL DISPENSER BOBRICK B-4262 ® SOAP DISPENSER BOBRICK 5-4112 Q SANITARY NAPKIN DISPOSAL BOBRICK B-2-10 ® DRAIN d SUPPLY PIPE'INSUL TRUEBRO LAV GUARD'2 NOTE: PROVIDE OOD BLOCKING IN WALLS FOR ATTACHMENT OF TOILET ACCESSORIES �.. , • l..i, I SYMBOL MARK LOCATION SPECIFICATION i REFRIGERATOR A SALES, TOILET GENESIS 2'x2' LED GTR2 LAY -IN LIGHT FIXTURE KITCHEN WHIRLPOOL "WDTBI0&A`rM 23-1/8"Wx33- 7/8"1 -1x24 -1/2"D -WHITE OFFICE SEE ELEC CxE PROFILE f EB122(oDFWW - WI ITE GENESIS 2'x2' LED GTR2 LAT -IN EMER LIGHT FIXTURE - B w SALES, TOILET, �.� KITGHEN OFFICE SEE ELEC TOLIET 121 . C SALES, APT, LITHONIA 6" LED RECESSED LIGHT FIXTURE rNiUn APT ,TLT : 6BRI1W D c:XTERIOR VALL I IOUNTED- ESGO LIGHTING, INC LED WALL MOUNTED FIXTURE: v X WXBL60008 DOWN- FINISH WHITE. 12' MOUNTING HT E3 E EXTERIOR LITHONIA LED WALL MOUNTED FIXTURE �' WALL PACK .. . MODEL WST- FINISH WHITE ACCESSIBLE HI -LO r EXTERIOR DRIVE -UP LITHONIA LED CANOT'Y LIGHT FIXTURE _ CANOPY MODEL KACM LEP, FINISH DARK BRONZE _ ®' C3 APART W/D PROGRESS LIGHTING FLUSH MOUNTED FIXTURE 1 P3924, DOME, WHITE t � H -I iNG ••,lC ii.il•.��A('-`[�I... m SKIRT ON HI POLISHED CHROME J EXTERIOR WALL ESCO.LIGHIINCs, INC .LED WALL MOUNTED FIXTURE MOUNTED:- WX15L260008 UP/DOWN= FINISH WHITE 18' MOUNTING HT WITH BOTTOM OF ACT4; : SALES,'TOILET, 2'x2' 6LISPENDED —ACOUSTICAL PANEL CE_171737-71 OFFICE. ARMSTONG- "FISSURED. -'105", ANGLED LO FOUNTAIN TEGULAR EDGE, WHITE, PRELUDE.:ML 15/16" 5U5PEN51ONSYSTEM ACT -2: APART OILE7 �'x2' SUSPENDED COUSTICAL PANEL CEILING - 3/4" DfVIDER (ML -I W/ 4RMSTONG, "CE:RAMAGUARD FINE. FISSUREE) 5aUARE EDGE, WH.fTE, PRELUDE ML 15/C," PL -2 EDGE) I OF FE5CRIPTION LOCATION 11/ i REFRIGERATOR C►�: A 9 ga DI5HLJA5HEr--: KITCHEN t . - .vv,vc rt:':_.' I ii "'Ib'r 10 F'�' FT! -: _ i z r _. c... - m' ro " 1 I - - Cs _ Y `c s t ` a• I i R TO ALL NON L. .PO r 42 _. / ! - - ----- ._ _ FILE .. gyp; T PL 1 PL 2 PLi PI -2-7, m �I9 BATH 120 APAR i I i SCALE: 1/4"=V-0 -0 A3.1 4Z'" LATiERAL II �' I ii all i:NcE m KNEE / _ - _- - _ - PL =2 F;LE o I , 1 _9! / I I 1 KNEE .4 I I - - _ I REF ,l SPACE - SPACE 1 i \ "� I U SPACE N Q r RANGE '-1/2"x1-1/2" STL r� A3.1 TUE 5'lPPORT r iv 6 VINYL BASES PL2-/. 1-1�: I' ::ct ~� "ti N \ i / ! xl I ST VIN >_ BASE j I UC r. SUPPORT ii _s A3.1 r" Cs:. TO COOR GROMMET r LOCATIONS W/ OWNER �._ IL KNEE KNEE �_I o . 16/A3.1 S.�L S COUNTER-ELEV 14 A �+ /� oI I SPACE e@e ii 1 �7f-11L� COUNTER-ELEV.-lam �- �__-�.$L -----� -iii A3.1 SCALE: I%4°=I'-O:: A3.1 Il I I C�N L Y s$a � L -I _-se= SCALE: 1/4 -1'-0 _0 pia "R A3.1 _ 3 10:_5:: TYP -. I SECTION - SCALE: 3/411=11-0,; F APARTMENT ACCESSORY SCHEDULE - - FE5CRIPTION LOCATION 11/ i REFRIGERATOR 'KITCHEN ✓` 1 GE "CzTH18Cs5DWW 18:1 CU FT Gl-3/8"Hx33-3/3"Dx28''W- WHITE. DI5HLJA5HEr--: KITCHEN WHIRLPOOL "WDTBI0&A`rM 23-1/8"Wx33- 7/8"1 -1x24 -1/2"D -WHITE MICROWAVE KITCHEN CxE PROFILE f EB122(oDFWW - WI ITE RANCzE. KITGHEN CSE #J-5150DFWW ELECTRIC 3(o-1/4"IHx31-1/4"Wx25-1/2"D- WHITE WASHER/DRYER KITGHEN GE "CsTUN2l5EMWW ELECTRIC 15-1/2"Hx2ro-•4/5"Wx3o- -1/20"D- COLOR-WHITE SHOLU=R TOLIET 121 . Z APAR i I i SCALE: 1/4"=V-0 -0 A3.1 4Z'" LATiERAL II �' I ii all i:NcE m KNEE / _ - _- - _ - PL =2 F;LE o I , 1 _9! / I I 1 KNEE .4 I I - - _ I REF ,l SPACE - SPACE 1 i \ "� I U SPACE N Q r RANGE '-1/2"x1-1/2" STL r� A3.1 TUE 5'lPPORT r iv 6 VINYL BASES PL2-/. 1-1�: I' ::ct ~� "ti N \ i / ! xl I ST VIN >_ BASE j I UC r. SUPPORT ii _s A3.1 r" Cs:. TO COOR GROMMET r LOCATIONS W/ OWNER �._ IL KNEE KNEE �_I o . 16/A3.1 S.�L S COUNTER-ELEV 14 A �+ /� oI I SPACE e@e ii 1 �7f-11L� COUNTER-ELEV.-lam �- �__-�.$L -----� -iii A3.1 SCALE: I%4°=I'-O:: A3.1 Il I I C�N L Y s$a � L -I _-se= SCALE: 1/4 -1'-0 _0 pia "R A3.1 _ 3 10:_5:: TYP -. I SECTION - SCALE: 3/411=11-0,; u 11/ v I —. o� N kl; O N u :d C, GV p' U n uxi ZLhu t W �C14 "C� Z N C O�jij �I�= rNiUn X I —. :d i v X ACCESSIBLE HI -LO Z - DRINKING FOUNTAIN � cq m SKIRT ON HI FOUNTAIN TO ALIGN WITH BOTTOM OF LO FOUNTAIN - „ 3/4" DfVIDER (ML -I W/ PL -2 EDGE) Pf �l 1-1/2" TOP (PL -1) 19 DF DETAIL 3/4" RAIL (ML -1 W/ A3.1 SCALE: PL -2 EDGE) D1 O (" VERT _-2) v 1'-2" 5 v N SLOTS FOR MAX 1-1/2" TOP (PL -1) 1/8"xl" FLAT DIA - — BARS PING HOLE II 1/4" 5/6" DRAWER L (FL I 3 1/8°1 1/4" SIDES (ML -I) W/ - -2 I I/2:: SH = 1/4" MASONITE @ 4" 20 GA STL I 5UPPOR BOTTOM - BOTTOM in STUDS m 16" I i •-I W/ p_�„ 1 -2 EDGE) — 3/4" DRAWER 5/8" GYP BD I clk - FRONT (PL -2) W/ 3/4" PNL i 1'-0" PULL (PL -2) i I SEE PLAN - 2'-0 3/4" 3" ASE AS SCHED FILE CAST SECTION 18 LOW COUNTER SECTION SCALE: 3/4"=1'-0" A3.1 SCALE: 3/4"=I'-0" � I - � � . I I I . � PREMOULDED DECORATIVE BRACKETS I STUCCO ACCENT . FYPON 5KT3rax3l xra STUCCO (STC -3) -- SMOOTH (MATCH STC -4) -----\ ELEVATOR CSTG-4)---------'----------I SHAFT BEYOND -\ STUCCO (6TG-3) �\ PREFIN MTL STANDING PREFIN MTL PREFIN MTL COPING PREFIN MTL GUTTER ;--ELEVATOR PREFIN MTL STUCCO ACCENT BAND\11A \ SEAM ROOFING SYSTEM -FAUX DOOR WALLPACK LIGHT (STC -4) -1 `• STUCCO ACCENT \ / COPING 11 � I (MATCH STC -4) ! - AND DS CMT -ll ' SHAFT BEYOND COPING CMT -I) -FAUX DOOR �-PREFIN MTL COPING; _ STUCCO ` (STC -4) - \ (SSR -I) --- ----, BEYOND STUCCO AGGENT FIXTURE- SEE ELECTBEYOND (MATCH S 4 \ T ---� --- ` _ ; --- CSTC-4) \ / i -- ---- MA TC- ) (STC -4) \ ------ i �1 \ -- =z - i / 34'-2"_ \ \ I \ \ / 1 / 34, ,2, 'i _2„ 1.„ , - 34' -: _. P R P -- -- _ A A _.. - - - A _-J -- _ �r A T05 -LP Lam. JIL-. - ..: . \ ' .... - :_ .. �. TOS -LPA TOS -LP �' . , _31'-m . - I'll I :. TOS P I .. .._ :. / . •... 57 O CSTG �) ... - - - SIU GO CSTG-U --' :r ' . :• . % . : : // ./ ./ i::.., STUCCO (STC -2)--- • . \ ... �'. \ . f ... i , ..: ' - . . 2® ��:. �� = O l5 -2) / . _ j` STUCCO TC „, _ -... . 8 IGiG ROWLOCK --- - • . : . _ -=- �� --- �� ®�� - . -- - -- ' STUCCO ACCENT - -- -- �� - T - j -- SOLDIER (BRK I) . _ -- _ , -- ... t ... _ - = CE - - ---_ (STC -4) - --- ... STUCCO AC NT - - - - -- ; ---- - i2l - -�. - - -a - -- . -'El _ . _,:.__ii ----- ... .... --- - -:.21 -4 _r__-� �� . �� - EE ( (STC -4) - - -- - ---- --- _ -- - �I 4' RD LR , -- -- _..---- ........-. _-:_. - _ - -_ _ _ ---- - - PREFIN ALUM - 3RD LR . :........ -- _ - - ° : , K1 -_. _ .. ..... , ....... .. - _ ICK ( J . BR BR _ -- - - - - .. - - - STOREFRONT W/ .................:............ ........ _ - . - .. - X = - - 57UGC0 ACCENT -3) --- -- - - -- /. - _ :•. _- . - _ -- _ -_- STUCCO C - - .. ... CLEAR GLA 5 _, .:- •. � • .• .. •. • .. .. .. - STUCCO (57S __ -- -- I --- __ _ _ - C6TG-4J . - - - - ---- _� _ .. ........ _ - - .. _ . . - __.._ --- __ -J _ - - FF _f 1 _ J _� ---------.... .....:.... .... .. ®t� GJ - - - -- -- ---- -- -- .. ----- _— - I : r ---...— --- — ----- sF . - - - -_ L= - — ----_- ' ' - . -- -_ . _ - . -_ , . 1. . STUCCO F -- _ PREFIN MTL - --- - _ ---_ ------- -'_ __:___ _ - - -_ %TUCCO CS C-3) __, -------- (STC IJ ,. __�\ ..-.- SHU ER -___ _� I I . . u - �T . -- --- .. - - - - - - - - -_ . <., --- --CSHT U „ --- IL L , . U I . . I - L -- \\.!I.-- C� S - __ --- -- - - __ -- - - ..__ . .11 � �� --. _._. .. - - -- - - - NE= . ...._._._. - --- -.. _:. ��ZND FLR _ __ .. = - _--- - -- - __ . ... _ . _ _ .. . .. - - --- - - - -- - _.-_ __� _ - - -- -. . . . - _ . � I I . . . . I I I- - 2N F ... -.. - - I. . � . . -- - - - - ... - - - D L R PREF IN ALUM -- --- - .. - ---= - -- _- - - _ . . _ -�'�, I - .. ----_- _ - _ STUCCO (5TC ll I -... -_:: -- I STOREFRONT _ -._ . -- = _- - _. �, - - _ -- FIELD oa ❑a ❑❑ _ Stucco W1 CLEAR GLA55 --. Wit,. :. - (STC -1? CSF -ll -- - - -- --- - - _... ❑❑ ❑ ❑D -_- ...... i - - - __ BRICK ROWLOCK K., --- _.:__: =_ ,_ _ -:.. BRICK ROWLOCK . - - - - -Ill' - .. ; 1 - --:._ - :- -_ -I --- --- - --------- - - - -� — - - - -- -- -- ___. __. _ _ -_:.- - - , -- -- _ - _ - --- (BRK ) -- - BRK ------ -- =_ — - -- - - - -- - - — -- — _ --r-- _--- - -- -- ---- --- -_ -- _ _ _ _ ---- — - --- -- - -- - _- =- -- - - - _ - - ---- - ---- = - _ -- .-._.. _ _ _ _ - - - ---- - --- _ -- - --- -- - _ - .----- .. -._ --_.. .. ._ _. _ t . _ I -----..__..._------- --- ----- ---- HVA -- VA ---HVAC --- VA r-. -:.__:-- ---- '...---- ... _ : __ j -G ---- - - - - - „ --- -. -- — -- -- t LA y- - _ - -- -- --- -- ------ r--- ---- ---..: - .. _.__:._ - - -_- - - - --- m - -- - -- IST FLR �•,I i 1 CJ CJ / \ '; CJ. `.\ CJ / -. --/1 BRICK ROWLOCK--' PREFIN MTL ; I/A5.4 PREFIN SLIDING - `-5TL CANOPY SYS ` `,.- > _. _ STUCCO ACCENT ,' CJ STUCCO (STC -2) , CJ PREFIN ALUM _-r. GJ \ / I IST FLR LSTUCCO __-_..i STUCCO (5TC 2/A5:4� BRICK (BRK I) BRICK ROWLOCK 3/A5.1 4/A5.1 IBRK-U SHUTTER ---' 4/A5.1 ENTRANCE DOOR 3/A5.2 ,, SEE MBM CGPY-ll `., BANp (STC -4) - BRICK BRK-I) --� WINDOW j BRICK (8RK-i) -`” 2/A5.5 _.STUCCO (5TC-3) (BRK-I) (STC -3) CSHT-I) 15F-1) KEYPAD STUCCO (STC -2) W/ CLEAR GLASS (5F -I) I SOUT�I ELEVATION __ 2 NOfiMT4 ELEu,4TION A4.1 SCALE: 1!8"=1'-m" BUILDING HEIGHT IS 35' MAX FROM A4.1 �� SCALE: I/8 -1 m' G z0 �;- Z J Q z zl-zw m oa O J w W W Z� W J O W co z Q==N�.QwQ W >_U�- cDM VT_ �ZO� u wzoo �ao�o=u<<2:L��ia° O O�z-Q�.cn~z Wz ->000 zV, F__ nV) F-O�wZ00z V)LL z �-c (f)�-imof-no coo ow0cnwDQv,O� v J r >- W W W I- ,n Z W 3: nQ�ccn0a�a�W� QwF-C -w--u �z� zc~n of w 0 0 0 Lu w w w Q O.Z W z Z �^ �Z�0_-n-U)f=-m0U) I_ UJ - - - n = � = w - = Q Z U = � TW U L) Lu LjjWUUE-Q =�uw� _-_ =of_� 1_F-Qmd F_ v) V)oF--Q0 o v BR G RO G K -I SO IE )LD BRR - I . I . I I DN `' / . I 'In O N M AA ll v flV O y:b t` to • •. ct .. m . ..•. '..,. •. ., . ... •: ., : O = �-4 •: P 4 U . _ 0� •� eN (u '. V . un , .. V M •,:. I ,ice I I ,: ,, V ® u V M 0 +� V-11 `+__� ELEVATOR SHAFT BEYOND MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR -2) '. . . . I . . I I . . _. 5TUCCo CJ - STUCCO CJ __ PREFIN MTL GUTTER ELEVATOR AND DS (MT -1) \ r---.4 ct . ” Z U cl cis L N-73 c� r o c v BR G RO G K -I SO IE )LD BRR - I . I . I I DN c__ r_� . I 'In O N M -' flV O y:b t` - (1) taA � . I WLO BR G RO G K -I SO IE )LD BRR - I . I . I I . I I � . .. I I . . I . I I I . I . . I• � I c� O � _ - -- - _ -8 - _ -- •. ...• .. I I I I . ..•. '..,. •. ., . ... •: ., : ,..•. E: ., .,--%:-.. . .: •: .. . . _ / = (D p O (B K i) -r = I . I _ � I ,: ,, V ® u �6O^ . - ... ' . STUCCO ACCENT BAND (STC -4) . PREFIN MTL COPING (MATCH STC ELEVATOR SHAFT BEYOND MTL TRAPEZOIDAL SEAM ROOFG SYSTEM (SSR -2) '. . . . I . . I I . . _. 5TUCCo CJ - STUCCO CJ __ PREFIN MTL GUTTER ELEVATOR AND DS (MT -1) \ WALL MOUNTED LIGHT . ” Z U cl cis L N-73 c� r o c -4)' ' SHAFT BEYOND ; I I N Z J / I I I _ --i — - •`�\ = LLUK N� ( (y+N (Y�NZ nj9 1 ' m = 4>�UF O I N li Z z I NZ F Z�mmERl-._: Q NF'�Q w, z } - I Q w �IIL IL J4NlJwa OISY a� IIII" �B til W qJ(K _j LL I- �z �Q fL > 1 LL1 Z Lu 1.5 j Lu Ow UD a Q Z V Z Lw NmO wg0giz-lJm z (L �(Y��>. WI� W I (L� I = E J 4 �Om� zz z�w I I i N : / I I I _ --i — - •`�\ = LLUK N� -- nj9 1 ' w � N li Z z I 0i'ni z JZ- - I Q 1Q i Q W Q IIII" �B til MUv OIS) N �z �Q fL w E z� Ow UD 0 (.D U llJ�j NQ WI� W I (L� fYIU N NF 4 f N p w Q I'1 I I !L / I I I _ --i — I -i I = LLUK N� -- 4NN 4Z N X W U 1 ' w � N li Z 0i'ni Lu JZ- ! 1Q �Z om Z IIII" �B til MUv i �z �Q Nlm QLd1-II Ow UD �Q (.D U @IQ NQ W ZO u_ U N m W�m JJZ� zlu ZN ' Zw ZEi W ON Q J!X OW m p -1-J Q� 1 (Y�� NWh _Z'tz �Wt i Z U a z _j J ZJ� ,I.. 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' iU�nunuunqurgrgrr� A LOCATE WIRE SHALL BE PLACED ON SERVICES 10FT OR GRE=ATER. �,�i` ...,....,,.a"••��/�� SINGLE WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES O __ , �- u- �� 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) P/L P/L �' 2' 0' 2' 7 1/2' JEA ELECTRICAL 4" D.I.P. MAIN (MIN) WHERE 2 EASEMENT METER W/ MULTIPLE TAPS ARE CURB STOP CONSTRUCTED WATER SERVICE MARKER IY 0: � Q G <(:`j WATER MAIN AND NON -WATER MAIN SEPARATION REQUIREMENTS -NOTES R/W 15' MAX 20' MAX REQUIRED FOR NEWLL- �gy\p. 'V •'�� C 1. IT IS REQUIRED THAT "WATER MAINS" BE INSTAI LED, CLEANED, DISINFECTED AND HAVE A SATISFACTORY BACTERIOLOGICAL 1" POLY DEVELOPMENT AREAS'•"• (SEE NOTE #4) ••• �•`� ., SURVEY PERFORMED IN ACCORDANCE WITH'i hE LATEST APPLICABLE AWWA STANDARDS, CHAPTER 62-555, F.A.C. AND LATEST JEA WATER AND SEWER STANDARDS. FOR THE PURPOSE OF THIS SECTION, THE PHRASE -WATER MAINS' SHALL MEAN MAINS, WATER OR RECLAIMED WATER MAIN PIPE MINIMUM HORIZONTAL 1" POLY TUBING W/"Y" 1" MIP PACK FITTING SET AT FINAL GRADE (NOTE #7) N �r0 'rrn, n�``� 8441 INCLUDING TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED DRINKING WATER; OTHER PIPING TYPE SEPARATION (FEET) JOINT COUPLING r CO -POLYMER METER BOX nano+1,'� h FIRE HYDRANT LEADS; AND SERVICE LINES THAT HAVE AN INSIDE DIAMETER OF THREE (3) INCHES OR GREATER. IN ADDITION, THE PHRASE "RECLAIMED WATER" REFERS TO THE WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. MULTI -SERVICE "Y" (2" FIP INLET AND 3 v & COVER (NOTE #1)Cq 1. GRAVITY SANITARY SEWER 6-10 (NOTE #2) 1Y2" POLY TUBING OR 4 1" FIP OUTLET) METER COUPLING (NOTE #4) 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE (3) FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, 2. GRAVITY SANITARY SEWER 3 (NOTE #2) LONG -SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH 12" CURB STOP (MAX) Vr N STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER. SEE NOTES ON DETAIL W-11 (SPECIAL CASE, NOTE #3 ON DETAIL W-11) POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A LOCATE WIRE PIG IN 3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO r?OVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX (6) FEET, AND PREFERABLY TEN FEET, BETWEEN THE (SEE NOTES 1,2,3,7 & 8) 3. SEWAGE FORCE MAIN 6-10 (NOTE #2) MIN. (NO GLUED TEES) TAIL END (12" LONG) \ \� j\ \ �\ N O � N N (10) OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER 2" POLY TUBING /%\/��\/�\\��\///\�/,\////��\///\//% �!f\\%\/ \�%///\//�/// /� \ \\ M ' O N FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED 4. GRAVITY STORM .>EWER 3 �' (NOTE #3 ) GJ Cd p�0 U O WATER. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS MAY 8E REDUCED TO THREE (3) FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX (6) INCHES ABOVE THE TOP ROADWAY . y 4STADDLE ? CORPORATION STOP REQUIRED ON it � •� OF THE SEWER (SPECIAL CASE). OTHER UTILITY PIPE 5. RECLAIMED WATER 3 W/CORP 2" SADDLE W/CORP STOP ALL SERVICES REGARDLESS OF SIZE. METER d O 4. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM -TYPE 6. ELECTRIC, PHONEI, CABLE, GAS 2 OPTYP (TYP)' 4" G.V. (MIN) w (CONNECTED DIRECTLY INTO SADDLE) TE (NO #4) N w \ M \ i O SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX (6) INCHES, AND PREFERABLE TWELVE I ^ PLAN VIEW 2' MAX (SEE NOTE #4) O y (12) INCHES, ABOVE OR AT LEAST TWELVE (12) INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. WATER MAIN SHORT -SIDE WATER SERVICE HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NOTES: CONNECTION TO CUSTOMER'S WATER MAIN "fl 5. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE-TYPE SANITARY METER BOX LOCATION POLY TUBING (1" MIN.) 2 AND BACKFLOW SET CURB STOP AS PREVENTER (1F APPLICABLE) QI M 4.i O SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE 1. THE PLANTING OF HARDWOOD TREES WITHIN 36 INCHES HORIZONTAL CLEARANCE OF THE MAIN SHALL BE PROHIBITED. NEAR UG ELECTRICAL L WATER METER BOX (TYP) CLOSE TO WALL J"AS SERVICE SADDLE M O O 4 iS i OUTSIDE OF THE WATER MAIN IS A LEAST TWELVE (12) INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. 2. . THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER AND SEWAGE FORCE MAINS OR GRAVITY SANITARY SEWERS IS 3 BOX, NOTE ) 2 7 1i2' JEA ELECTRICAL EASEMENT POSSIBLE (2 MAX) SET METER ON UNDISTURBED (SEE NOTE #2) OR COMPACTED SOIL y yr 6. AT THE UTILITY CROSSINGS DESCRIBED IN NOTES 4 AND 5 ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED FEET (MIN). 3. THE HORIZONTAL SEPARATION BETWEEN RECLAIMED WATER POLYETHYLENE WATER P. SERVICE LINE ,U `'may RNV 10'X10' JEA ELECTRICAL ® EASEMENT WlUG ELECTRIC ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. AND GRAVITY STORM SEWERS IS 3 FEET PER JEA RULES. (100LF MAX., NOTE #3) ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE BOX OR DRAINAGE RAN: RIGHT OF WAY LINE ++ (3) FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX (6) FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY MINIMUM HORIZONTAL SEPARATION REQUIREMENTS EASEMENT (NOTE #3) P/L P/L P/L: PROPERTY LINE ACCEPTABLE RANGE FOR TAPS 0"-45° U SEWERS, WASTEWATER FORCE MAINS, OR PIPELINE CONVEYING RECLAIMED WATER. DOUBLE n WATER SERVICE 7. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SO THAT THE HYDRANTS ARE AT LEAST THREE (3) FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER; AT LEAST SEE NOTE #B ( ) I DISTRIBUTION MAIN THREE (3) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX (6) FEET, AND PREFERABLY TEN (10) FEET, FROM ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER OR WASTEWATER FORCE MAIN. WATER OR RECLAIMED WATER MAIN PIPE MINIMUM VERTICAL NOTES: 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS. ACTUAL LOCATIONS OF BOXES MAY NOTES; s-, :( Fxg 8. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND MAIN OTHER PIPINGTYPE SEPARATION (INCHES) VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY, THE METER BOX SHALL LOCATED AT THE RNV LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. ` g � r WATER IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER {i;A � MAIN ARE BEING LOCATED LESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS W THE OTHER PIPELINE, THE CONTRACTOR SHALL CONSULT THE DESIGN ENGINEER TO OBTAIN APPROVAL OF ANY ALTERNATIVE CONSTRUCTION METHODS, PRIOR TO CONSTRUCTION. WATER MAIN ON SEE NOTES ON DETAIL 1. GRAVITY SANITARY SEWER 6-12 (NOTE 1 & 2) TOP WITH JOINT W-11: (1,4,5,&6) 2, UNLESS SPECIFIED ECI I OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE 2. SINGLE BAND SADDLES MAYBE UTILIZED ON NEW 1" WATER SERVICES WHICH ARE INSTALLED ON A DRY 10" SIZE OR SMALLER WATER MAIN (NEW WATER MAIN CONSTRUCTION). FOR WET TAPS OR WATER MAINS 12" SIZE AND LARGER, A DOUBLE BAND SADDLE IS REQUIRED. BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED w ss CENTERED OVER 2. SEWAGE FORCE PIAAIN 12 OTHER UTILITY PIPE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY 8E ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA, THE WATER METER BOX SHALL BE ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. a ; NOTES O N UTILITY SEPARATION REQUIREMENTS 3. GRAVITY STORM HEWER 6-12 NOTE 1 & 3 ( ) LOCATED IN NON -TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4, AT 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY 4. RECLAIMED WATEiR 12 (NOTE #2} MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT J.E.A. CONSTRUCT POLY LINE WITH 24" (MIN.) COVER UNDER ROADWAYS. THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS THE METER (1- MINIMUM) AND BE INSTALLED PERPENDICULAR 70 THE MAIN AND NOT EXCEED JANUARY 2014 PLATE W-1 1 �� 5. ELECTRIC, PHONE:, CABLE, GAS 6 FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER 100LF UNLESS APPROVED OTHERWISE BY JEA. O- THER UTILITY PIPE BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 4. INSTALL PVC PLUG IN ALL CURB STOPS IF WATER SERVICE IS "NOT IN USE" (I.E.: IF NO METER IS INSTALLED). WATER SERVICES SECTION VIEW 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE SERVING VACANT LOTS (SERVICE NOT IN USE), SHALL INCLUDE A "W" CUT INTO THE CURB CLOSEST TO THE METER BOX AND PAINTED BLUE (PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION, FOR NEW DEVELOPMENT AREAS WHERE THE WATER THE EASEMENT AREA, SERVICE IS "NOT IN USE', A LANDSCAPE TIMBER OR 3x3 MIN. P.T. POST: (TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). NOTES: 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS (HEX ON BARREL TYPE). 1. IF THE WATER MAIN IS BELOW THE SANITARY GRAVITY SEWER PIPE, RECLAIMED WATER MAIN OR STORM GRAVITY SEWER PIPE, METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1° SERVICES, THE 1 ''A' POLY MAIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. IF LOCATE WIRE 5. NO 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. THEN A MINIMUM OF 12' VERTICAL SEPARATION IS REQUIRED. IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX (WI PIG TAIL) TO THE MAIN (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND). ALL EXCEPTIONS TO 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 2. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND POTABLE WATEFI, GRAVITY SANITARY SEWER, OR SEWAGE THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. DAMAGED BY THE CONTRACTOR DURING THE CONSTRUCTION PERIOD. FORCE MAIN IS 12 -INCHES (MIN.) 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX (1,e. NO DIRT, TRASH OR OTHER DEBRIS PLACED ON TOP OF BOX). 3. THE VERTICAL SEPARATION BETWEEN RECLAIMED WATER AND GRAVITY STORM SEWER IS 6 -INCHES (MIN.) PER JEA RULES. WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE MINIMUM VERTICAL SEPARATION REQUIREMENTS SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION WILOCATE WIRE MAY BE UTILIZED ON EITHER SHORT -SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND AT 2 FEET ON CENTER -MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE SHALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN D.I.P CROSSING THE STREET 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10' OR GREATER IN LENGTH. SEE PLATE W-0. FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING I G.V., 4" PIPE, 4"X SADDLES AND 1" CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. WATER SERVICE DETAIL- 2" AND SMALLER METER MINIMUM SEPARATION REQUIREMENTS 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE (WHICH SERVES THE SAME JANUARY 2014 PLATE W-2 M CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. AREAS WHERE NO RECLAIMED WATER IS N `' FOR WATER MAINS V S (IN AVAILABLE). N 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20" AND LARGER SIZE. (Y) JANUARY 2014 PLATE W-10 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN• OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS F "� ® rT APPROVED OTHERWISE BY JEA. W WATER SERVICE INSTALLATIONS ■~ 2" AND SMALLER METER � Cd a� JANUARY 2014 PLATE W-1 U � MJ TEE OR HYDRANT TEE (ANCHOR TEE) SIZED AS REQUIRED /-HYDRANT SUMP (PROVIDE GRAVEL PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) 3/4" RODS (24" LONG MIN) O 30" MIN. 6"P Co IPE co, W - - -- Cq U .> 3/4' RODS ALONG FIRST 15 LF 4J C FROM HYDRANT (NOTE #2) '` •- 6" M.J.GATE VALVE (RESTRAINTS REQ.) 2'-8" POSITIONED NEAREST TEE FITTING MECHANICAL RESTRAINT REQUIRED " -i (TYP) WATER MAIN C PLAN APPLY GROUT TO FILL ANNULAR SPACE00 00 PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD 24" ROUND PRECAST CONCRETE r H PROVIDE RAISED PAVEMENT MARKER (SEE NOTE #6) MAXIMUM TRENCH WIDTH COMPACTED EARTH (TYP) PAD 4" THICK (SEE SPEC) SET ON ': COMPACTED EARTH, (SEE NOTE# 6) 90" BEND (TO BE SMOOTH HOSE BIBB REMOVED) (TO BE REMOVED) _GENERAL BACKFILL (SEE NOTE #1) MATERIAL COMPACTED VALVE BOX ADJUSTMENT (SEE NOTE# 5) 3 -WAY FIRE HYDRANT PUMPER NOZZLE TO FACE CL OF PAVEMENT (SEE NOTES #3 & #4) WATER VALVE BOX TO 100% MAX.ASTM D698 ( SEE NOTE r,\/\ /\\j\\/ \/ \' \' /� �/\ \/�`/�' / ` / FINISHED GRADE VALVE BOX & COVER (TYP) PROVIDE BLUE PAINT TO �// • : %' THE INSIDE OF THE TOP SECTION \'\\/\/ \ / /\ - I� WATER SHALL FLOW STRAIGHT DOWN z I� (NOT ANGLE) (COVER PAINTED YELLOW) °O \\�/ \/\ / / OF THE BOX (NOTE #5) ,d. BREAKABLE FLANGE _z LOCATED (1 'MIN.) ABOVE FINISHED \ iv / % d } ELECTRONIC LOCATE BALL MARKER 6" PVC RISER PIPE c� LOCATED WITHIN 12" FROM o FINISHED GRADE FINISHED GRADE 6 GRADE ` /\) BACKFILL COMPACTED TO 98% /� (LENGTH AS REQUIRED) m "V" RISER PIPE (NOTE #10) \ MAX. DENSITY, ASTM D698 (SEE NOTES #3 & #4) PROVIDE CUT IN TOP OF 6" RISER PIPE FOR LOCATE WIRE GATE VALVE W12" OPERATING\\\Y ACCESS INTO VALVE BOX %\ PIPE DIAMETER 'f NUT (NOTE #4) Date Submittal LU = \/ , /�. PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE ON ALL VALVES 12" AND SMALLER LOCATE WIRE IF REQUIRED (SEE NOTE #1) LEAVE DRAIN w \ \ \ (SEE NOTE # 9) PIPE O'i' SIZE MIN.) (TO BE HOLES OPEN w BARE WIRE DEAD-END o \��' �� PIPE TO BE INSTALLED ON REMOVED)ROUTE TO ROADWAY SHOULDER (NOTE #1) UNDISTURBED SOIL OR SUITABLE _ \ - SOIL COMPACTED TO 100%MAX.. IF REQUIRED (SEE NOTES) - O -�• J - - - m w _ n 1 N \ \� - �/ �" `� DENSITY, ASTM D698 (NOTE #2) \/��//��\/��/ \X \///\\ RESTRAINED MECHANICAL" JOINT (NP) 12" (MIN) LAYER OF #57 UNDISTURBED EARTH STONE (REQUIRED FOR__--BUSHINGTHREADED VALVES "AND LARGER, - PLUGOBE TO BEINSTALLEDAFTER (NOTE #7) BACTERIOLOGICAL CLEARANCE IS RECEIVED) e PROVIDE FILTER FABRIC (MARAFI 700X, 140.S HYDRANT SUMP OR EQUAL) TO TOP AND ALL 4 SIDES. TYPICAL TRENCH NOTES: 90° DEGREE BEND (TO BE REMOVED) 1" CORPORATION STOP CONNECTED 2'-8" 1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE. DIRECTLY INTO SADDLE (TO REMAIN) 1" WATER SERVICE SADDLE SECTION NOTES: h 2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-04). (TO REMAIN) (NOTE THAT OUTLET, C7p# NOTES 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE 1. TRENCH SIDES SHALL BE APPROXIMATELY VERTICAL BETWEEN AN ELEV/ TION OF 1 FOOT ABOVE THE TOP OF THE PIPE AND THE CENTER LINE OF THE PIPE; OTHERWISE, TRENCH SIDES SHALL BE AS VERTICAL AS POSSIBLE OR AS REQUIRED BY OSHA STANDARDS. REFER TO THE MEASUREMENT AND PAYMENT SECTION (SECTION #801, PARAGRAPH #4)) TO DETERMINE MAXIMUM 3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO BE PAINTED GREEN. AT 3:00 OR 9:00 POSITION) DATT`- -� p r _/ ^ S10� SECURED TO THE PIPE PAYLINE WIDTHS. 4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF WATER MAIN SIZE & TYPE VARIES �7 - - -�-/ ( ) �D MAIN, SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE �--- 11 /30/15 COAB Review Set 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH 2. BELL HOLE SHALL BE DUG TO PERMIT THE ENTIRE STRAIGHT BARREL OF'�HE PIPE TO REST ON THE UNDISTURBED TRENCH BOTTOM. BOULDERS OR LOOSE ROCKS BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE. NOTES:-- _�- AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN LARGER THAN 3/4 INCH IN SIZE WILL NOT BE PERMITTED IN BACKFILL UP TO 1 FOOT 07/30/15 FDOT COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE). THE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS ABOVE THE TOP OF THE PIPE. 3. BACK FILL MATERIAL UP TO A LEVEL OF 1 FOOT OVER THE PIPE SHALL CONSIST OF AASHTO CLASS A-3 SOIL (SUITABLE SOIL) AND SHALL EXCLUDE CLAY MATERIALS AND LOOSE ROCKS LARGER THAN 3/4 INCH SIZE. & FOR NEW CONSTRUCTION, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT. 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY SHOULDERS (NON -TRAFFIC AREAS). 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS N ED , � �>4. 05/19/15 COSA Review Set 12/01 /14 Permit LONGER THAN 80 LF, AN ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). 6, BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE AYa" HOLE IN AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE 4. BACKFILL MATERIAL UP TO A LEVEL 1 FOOT OVER THE TOP OF PIPE OR BOTTOM OF STRUCTURES SHALL BE PLACED IN 6 INCH BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES p RESTRAINED UTILIZING ONLY TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PFOB or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL COMPACTED THICKNESS LAYERS AND SHALL BE COMPACTED TO 100% OF ITS MAXIMUM DENSITY AS DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D698. INSTALLED ON FIRE HYDRANT BRANCH LINES. 3, PIPE AND FITTINGS SHALL BE PVC (SCH. 40) OR GALV. MATERIAL. F 06/03/14 Pricing _95/01/14 Permit T B OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. 5. SEE " EXCAVATION AND EARTHWORK", SECTION 408 FOR ADDITIONAL RECIUIREMENTS AND EXCEPTIONS INCLUDING REMOVAL 7. IN LIEU OF PRECAST CONCRETE PAD A 6" THICK X 24" ROUND OR SQUARE POURED CONCRETE PAD W 2 - REBAR R ( ) CO C E / #4 R B R A OUNDy, PERIMETER, MAY BE USED. �.-0 9 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AR A 1®NPjERE A. Ar ' •: rn p k ` SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE JEA. > ° A•s'a �° Sheet Name y,��3` 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT SHALL SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. AND REPLACEMENT OF UNSUITABLE SOILS, DEWATERING, COMPACTION REQUIREMENTS AND DENSITY TESTING OF COMPACTED SOILS. 8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER, THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE DP TO Ya THE OVERALL HEIGHT OF THE VALVE. F'd 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JEA'S N' 4 > RESPONSE COORDINATOR (ERC) AND OTHER ASSOCIATED JEA STANDARDS. /� ,g �m� � 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND OPEN CUT TRENCH FOR PRESSURE PIPE iµj+yr REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL), PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL BE PAINTED RED. JANUARY 2014 IN STATE ROAD RIGHT -CIF-WAY PLATE W -42A 9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT. THIS SHIELD SHALL AFC BOXLOK OR APPROVED TER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY EQUAL,TEMPORARY ��, �� ;: <' k C'0f � yy � y SAMPLE TAPS �? {;,1 � �z `' ~ 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" y TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE 10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER FOR WATER AND JANUARY 2014 PLATE W-2�0 �� ' F R^, `Cr;S r�Water Details INSTALLATION OF (45°) BENDS ISNOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED..,,` (3M-1403XR 1408XR FOR RECLAIMED WATER). a r ) 'y ` l � _ , p, 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS WATER VALVE INSTALLATION DETAIL PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN n"`+m � THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. JANUARY 2014 PLATE W-18 hnt Sheet Number FIRE HYDRANT INSTALLATION USING MECHANICAL JOINT TEE C=520 JANUARY 2014 PLATE W-13 Project Number 14-307 ` ,\ttplpn°Ilrrrlrlgrgrr'' 0 Ly ll ............ 11111111tt\{ .\l,��`-�`` N tV N Cq N O M e N O 0 r cM O O c�C 0 U h � 4. U U � eraeaeM � k'. F i 4' DIA REINFORCED CONCRETE MANHOLE �I (TYP) LLI PVC SAND SLEEVE, FILL j INTERIOR VOID AREAS WITH NON -SHRINK GROUT (TYP) CUT OFF PIPE AT WALL LINE (TYP) INFLUENT SEWER PIPE (SEE NOTE #1) 6" (TYP:) *4 . -mak, FLOW LEVELING COURSE, 12" (MIN.) THICKNESS OF GRANULAR M BACKFILL (#57 STONE) (Y) N SOLID CLASS "C" CONCRETE TO FORM a CONCRETE, SOLID FILLER �� EASY FLOW CURVES BRICKS ONLY ALLOWED AS IL O FILLER, NO RUBBLE. GRADE TO 1/2" PER FOOT. (� NOTES: y C1'j Q� 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE M SHALL BE BETWEEN 90° 180° UNLESS OTHERWISE APPROVED BY JEA. � U PLAN W S - I 3 •�-, VIEW .� r (FOR SECTION VIEW SEE S-2) I } "I � CCS MANHOLE FRAME 6 COVER, -i-) FINISHED GRADE GROUT o y 12" NOM, 18- MAX CASING SPACERS (TYP) 11 2- 2'-8' DIAA CONCRETE ADJUSTMENT RINGS OR BRICKS (TYP) P�\� ARY S`c�� `j o GROUTED IN PLACE iv - - CARRIER PIPE Ctj I---1 1'4" A r' ALL JOINTS OF PIPE LOCATED WITHIN 9 o THE CASING SHALL BE RESTRAINED LOCATING WIRE REQUIRED / (SEE S-49) STEEL CASING PIPE 00 21/a" ELEVATION rq 5" 4'-0" DIA 2 -NON PENETRATING BELL CLAMP 0 MC V-0" DIA PLASTIC JOINT SEALER PICKH OLES (SEE DETAIL) 13/8" PROVIDE COLD ROLLED STEEL TIE RODS 6" (SEE NOTE 4) (2 SEALERS PER JOINT) WIDE CASING SPACER 2 OR 3 REQUIRED FROM THE END OF THE STEEL CASING PIPE z L� �- PER JOINT OF PIPE SEE -ABOVE TO THE FIRST JOINT OF PIPE OUTSIDE THE z g = FINISH CASING THE RODS ARE TO BE WELDED TO SLOPE 112" o Ft'Q R (D N �r- ANNULAR SPACE SHALL REMAIN THE CASING AND CONNECTED TO A BELL GRADE PVC SAND SLEEVE, FILL p PER FT. (TYP) `� NON-SKID SURFACE STD. C.O. COVER EMPTY, SEAL BOTH ENDS WITH 12" TYPE CLAMP ON THE PIPE. (TYPICAL EACH INTERIOR VOID AREAS W/ v6" WIDE (MIN) EXTERIOR (DIAMOND PATTERN) WITH SCREWED PLUG (RR) OR 8" (DOT) THICK CLASS "C" SIDE). SEE TABLE BELOW FOR THE MINIMUM CONCRETE PLUGS (SEE SPECS) JOINT TAPE REQUIRED J NUMBER OF TIE RODS REQUIRED AT EACH I'. END, TIE ROD SIZE AND QUANTITY. NON -SHRINK S- GROUT 5DETAILYP), I. `� PICKHOLE DETAIL (SEE NOTE #5) REFER TO S-15 DETAIL D2 (DIA) SOLID CLASS "C" 34 118" COVER STEEL CASING PIPE CONCRETE W1 SOLID ` FILLER BRICKS ONLY a�_ STEEL CASING PIPE _ ... _ e .Z ALLOWED AS FILLER 6" `D NO RUBBLE, GRADE TO SECTION "A -A" 1/2" PER FOOT. 3,000 P.S.I. CONC. PAD ) ..1 (� t a e SUbmlttal 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF 401/2" NEOPRENE "T" GASKET PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE COVER RING NOTES: ,"' n � ' � . •. FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. RING E� . . R TO TOP OF CASING; a) FDOT-3.0b)RAILROAD-5.5' TO BASE OF RAIL, 4.5' FOR SECONDARY OR INDUSTRIAL CkS. EXCEPT FOR R.E.C. (SEE NOTE 3) ' 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF 1MINCOVE BITUMINOUS WATERPROOFING MATERIAL. NOTES: ---- M HT1: 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT 2. THE INSIDE DIAMETER OFTHE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER O,F TH AARIER PIPE-BEtt•%-- -- 11 /30/15 COAG Review Set 3. IF SPECIALTY ING M S TO AL INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS OR COUPLING. HOWEVER, A MINIMUM OF 61NCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. !.�?!•1 H WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 2. RING WEIGHT 230 LBS APPROX. GROOVE �C GASKET 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. --� 07/30/15 FDOT 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 3. COVER WEIGHT 230 LBS. APPROX. D ETAI L 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE 4. ALL DIMENSIONS ARE SHOWN IN INCHES. 4. ALL JOINTS WITHIN CARRIES PIPE SHALL BE MECHANICAL RESTRAINED JOINTS. 05/19/15 COSA Review Set (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 5. FOR STREET USES WHICH ARE NOT DOT OR RAILROAD, USE DOT CASING THICKNESS UNLESS OTHERWISE INDICATED BY ENGINE�, 12/01./14 Permit 5, FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY' DEDICATION PROJECTS), THE COVER SHALL 6. CASING PIPE SHALL BE FURNISHED 1N NOMINAL 8 FOOT LENGTHS (MIN.) UNLESS OTHERWISE INDICATED ON H 99 ";1,.t� 6. O SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. THE DRAWING R A9F) OV D �'E A. 06/03/14 Pricing OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH 9 � � 1�� 7. PIPE TO BE USED ASA CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION ARC WELDE ST '°. AASHTO CLASS A-3 SOIL (COMPACTED TO 9B%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JFJ� (SUCH AS PRIVATE SEWER COLLECTION MINIMUM YIELD STRENGTH OF 35 00o PSI (ARC) 19(. PIPE t W)TH' OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". ) '�` a + 05/01 /14 Permit AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE ` ^ '+ } "SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET). `t Sheet Name TYPICAL CASING DETAIL -SEWER° �`� �e • Sanita a , r* a .w ` , SANITARY SEWER TYPE "A" MANHOLE p�� 4 SANITARY SEWER MANHOLE FRAME AND COVER JANUARY2o14 TE =z5 �J�f� "' , 8"-21" SEWERS JANUARY 2014 ,_. �; � +� .x �;„� , 'Sewer °� s 14 � PLATE S-1 ri, h JANUARY 2014 PLATES S-2, S-3 Details y� �1 r ATM1� plm' Sheet Number SANITARY CLEANOUT C=521 Project Number 14-307 COVER MACHINE CARRIER PIPE NO. DIA. (DI) 4 SURFACE (SMOOTH) ( ) 8 10 12 UNDISTURBED SOIL MIN. BEARING CAPACITY:j�\/'\/\�\� LEVELING COURSE, 12" (MIN) THICKNESS OF GRANULAR 35 3/4" DOVETAII. GROOVE & GASKET (SEE DETAIL BELOW) 24 30 36 2000 LB/SQ FT. % BACKFILL (57 STONE) 8 RIBS 34 1/4" N 16 20 20 SECTION VIEW S -2i IN UNSUITABLE SOILS, OVER -EXCAVATION IS 1 MACHINED SURFACE Ij 30 36 42 48 (FOR PLAN VIEW SEE S-3) REQUIRED (SEE NOTE #6). I 0.25 4" 0.375 0.375 0.375 0.50 0.50 0.50 (MIN.) 0.625 NOTES: 0.688 31 1/2" � ' WALL THICKNESS RAILROAD -(CSX) 0.25 0.281 0.375 0.375 0.375 '� 0.469 WYE BRANCH 0.562 a e SUbmlttal 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF 401/2" NEOPRENE "T" GASKET PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE COVER RING NOTES: ,"' n � ' � . •. FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. RING E� . . R TO TOP OF CASING; a) FDOT-3.0b)RAILROAD-5.5' TO BASE OF RAIL, 4.5' FOR SECONDARY OR INDUSTRIAL CkS. EXCEPT FOR R.E.C. (SEE NOTE 3) ' 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF 1MINCOVE BITUMINOUS WATERPROOFING MATERIAL. NOTES: ---- M HT1: 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT 2. THE INSIDE DIAMETER OFTHE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER O,F TH AARIER PIPE-BEtt•%-- -- 11 /30/15 COAG Review Set 3. IF SPECIALTY ING M S TO AL INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS OR COUPLING. HOWEVER, A MINIMUM OF 61NCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. !.�?!•1 H WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 2. RING WEIGHT 230 LBS APPROX. GROOVE �C GASKET 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. --� 07/30/15 FDOT 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 3. COVER WEIGHT 230 LBS. APPROX. D ETAI L 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE 4. ALL DIMENSIONS ARE SHOWN IN INCHES. 4. ALL JOINTS WITHIN CARRIES PIPE SHALL BE MECHANICAL RESTRAINED JOINTS. 05/19/15 COSA Review Set (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 5. FOR STREET USES WHICH ARE NOT DOT OR RAILROAD, USE DOT CASING THICKNESS UNLESS OTHERWISE INDICATED BY ENGINE�, 12/01./14 Permit 5, FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY' DEDICATION PROJECTS), THE COVER SHALL 6. CASING PIPE SHALL BE FURNISHED 1N NOMINAL 8 FOOT LENGTHS (MIN.) UNLESS OTHERWISE INDICATED ON H 99 ";1,.t� 6. O SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. THE DRAWING R A9F) OV D �'E A. 06/03/14 Pricing OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH 9 � � 1�� 7. PIPE TO BE USED ASA CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION ARC WELDE ST '°. AASHTO CLASS A-3 SOIL (COMPACTED TO 9B%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JFJ� (SUCH AS PRIVATE SEWER COLLECTION MINIMUM YIELD STRENGTH OF 35 00o PSI (ARC) 19(. PIPE t W)TH' OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". ) '�` a + 05/01 /14 Permit AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE ` ^ '+ } "SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET). `t Sheet Name TYPICAL CASING DETAIL -SEWER° �`� �e • Sanita a , r* a .w ` , SANITARY SEWER TYPE "A" MANHOLE p�� 4 SANITARY SEWER MANHOLE FRAME AND COVER JANUARY2o14 TE =z5 �J�f� "' , 8"-21" SEWERS JANUARY 2014 ,_. �; � +� .x �;„� , 'Sewer °� s 14 � PLATE S-1 ri, h JANUARY 2014 PLATES S-2, S-3 Details y� �1 r ATM1� plm' Sheet Number SANITARY CLEANOUT C=521 Project Number 14-307 CARRIER TYPE AND CASING PIPE SIZES (MIN) IN INCHES CARRIER PIPE NO. DIA. (DI) 4 6 8 10 12 14 16 18 20 24 30 36 42 48 CASING PIPE NOM. DIA. (Dz) 14 16 20 20 24 30 30 30 36 42 48 54 60 66 WALL THICKNESS RAILROAD -(FEC) 0.25 1.25 0.375 0.375 0.375 0.50 0.50 0.50 0.562 0.625 0.625 0.688 0.781 0.781 WALL THICKNESS RAILROAD -(CSX) 0.25 0.281 0.375 0.375 0.375 0.469 0.469 0.469 0.562 0.625 0.688 0.781 0.844 0.938 WALL THICKNESS DOT 0.25 0.25 0.25 0.25 0.25 0.312 0.312 0.312 0.375 0.50 0.50 0.50 0.50 0.50 NUMBER OF TIE RODS (EACH END) 2 2 2 4 4 6 6 B 8 12 14 14 :F:16 16 TIE ROD SIZE (DIA.) 3/4" 314" 3/4" 3!4" 3/4" 3/4" 3/4" 314" 3/4" 3/4" 1" 1" 1 1/4" a e SUbmlttal 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF 401/2" NEOPRENE "T" GASKET PIPE MAIN CROSSINGS FOR RAILROADS OR HIGHWAYS A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE COVER RING NOTES: ,"' n � ' � . •. FILLED WITH NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL. RING E� . . R TO TOP OF CASING; a) FDOT-3.0b)RAILROAD-5.5' TO BASE OF RAIL, 4.5' FOR SECONDARY OR INDUSTRIAL CkS. EXCEPT FOR R.E.C. (SEE NOTE 3) ' 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF 1MINCOVE BITUMINOUS WATERPROOFING MATERIAL. NOTES: ---- M HT1: 1. MATERIAL: ASTM A-48 CLASS 35B GRAY IRON. PROTECTIVE SKIRT 2. THE INSIDE DIAMETER OFTHE CASING PIPE SHALL BE A MINIMUM OF 4 INCHES GREATER THAN THE OUTSIDE DIAMETER O,F TH AARIER PIPE-BEtt•%-- -- 11 /30/15 COAG Review Set 3. IF SPECIALTY ING M S TO AL INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS OR COUPLING. HOWEVER, A MINIMUM OF 61NCHES IS REQUIRED FOR FLORIDA EAST COAST R.R. CROSSINGS. !.�?!•1 H WATERPROOFING MATERIAL SHALL BE OMITTED ON THE INSIDE. 2. RING WEIGHT 230 LBS APPROX. GROOVE �C GASKET 3. THE MINIMUM COVER FOR CASING UNDER FLORIDA EAST COAST RAILROAD SHALL BE 5.0 FEET BELOW THE BOTTOM OF TIES FOR ALL TRACKS. --� 07/30/15 FDOT 4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER. 3. COVER WEIGHT 230 LBS. APPROX. D ETAI L 5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE 4. ALL DIMENSIONS ARE SHOWN IN INCHES. 4. ALL JOINTS WITHIN CARRIES PIPE SHALL BE MECHANICAL RESTRAINED JOINTS. 05/19/15 COSA Review Set (WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17. 5. FOR STREET USES WHICH ARE NOT DOT OR RAILROAD, USE DOT CASING THICKNESS UNLESS OTHERWISE INDICATED BY ENGINE�, 12/01./14 Permit 5, FOR MANHOLES WHICH WILL BE MAINTAINED BY JEA (INCLUDING UTILITY' DEDICATION PROJECTS), THE COVER SHALL 6. CASING PIPE SHALL BE FURNISHED 1N NOMINAL 8 FOOT LENGTHS (MIN.) UNLESS OTHERWISE INDICATED ON H 99 ";1,.t� 6. O SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, INCLUDE THE "JEA" LOGO AND A NEOPRENE GASKET. THE DRAWING R A9F) OV D �'E A. 06/03/14 Pricing OH AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH 9 � � 1�� 7. PIPE TO BE USED ASA CASING SHALL CONFORM TO EITHER ASTM STANDARD A139 FOR "ELECTRIC FUSION ARC WELDE ST '°. AASHTO CLASS A-3 SOIL (COMPACTED TO 9B%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) 6. FOR MANHOLES WHICH WILL BE MAINTAINED BY PARTIES OTHER THAN JFJ� (SUCH AS PRIVATE SEWER COLLECTION MINIMUM YIELD STRENGTH OF 35 00o PSI (ARC) 19(. PIPE t W)TH' OR "API SPECIFICATION API-5LX, GRADE X-42 WELDED STEEL PIPE". ) '�` a + 05/01 /14 Permit AND BACKFILL WITH GRANULAR BACKFILL (57 STONE). SYSTEMS, PRIVATE (FORCE MAIN) PUMP OUT BOX AND SYSTEMS NOT MAINTAINED BY JEA), THE COVER SHALL INCLUDE ` ^ '+ } "SANITARY SEWER" GENERIC LETTERING (NO "JEA" LOGO OR NEOPRENE GASKET). `t Sheet Name TYPICAL CASING DETAIL -SEWER° �`� �e • Sanita a , r* a .w ` , SANITARY SEWER TYPE "A" MANHOLE p�� 4 SANITARY SEWER MANHOLE FRAME AND COVER JANUARY2o14 TE =z5 �J�f� "' , 8"-21" SEWERS JANUARY 2014 ,_. �; � +� .x �;„� , 'Sewer °� s 14 � PLATE S-1 ri, h JANUARY 2014 PLATES S-2, S-3 Details y� �1 r ATM1� plm' Sheet Number SANITARY CLEANOUT C=521 Project Number 14-307 { I . �� umrunn°1nn _ RAISED LETTERS, 1 3/4" HIGHLi .......,,d� CL r, FLUSH WITH TOP OF COVER �� ,� Sod ,�� = �• 1.. . �/j o O 6„ — 1' Beveled or RouJd_N `��;• � " 1 • BRICK < J A C K`SO Corners V:= aO >~� < SLOT OPENINGS .SHALL QC /� _ f�j: o p'., r_ li �G,`�� NOT BE IN WALLS � 2 3/4' � � � � � -.,{y WITH GRATE SEAT o'' RAISED LETTERS 1" HIGH s'1' I I 'fes ,..•Q��.°� z"xz"x?" �. COVER -- 2- #8 Q 6" O.C. � 4'-1" 3'-1" FLUSH WITH TOP OF COVER -------- --- _ _---� �------ 'r / -�--- STORM 1 1 I I c, N QL / N NOTE: CONC. DESIGN U U SEWER \ o i l N STRENGTH w w �. 2 - CONCEALED PICKHOLES a I - - - - - - - - - - - - - I - \ - - ¢ c 4000 P.S.I. v°iIL 3 1/4 75 - ------ -----I`-- --- �—'- M N d o Z `n 6 NOTE: `�¢ ( ! "t O0 � c 00 •� I I cn ren � .� �`- 1 FRAME &COVER SHALL BE /� ^� Z p M to _ _ _ _ _ MACHINED OR GROUND AT w en 64 EYE BOLTS i Q m v o w I � (SEE PLATE -' I I I I I � � 0 R � P TOUCHING SURFACES SO AS D-210) >� O -' / PREVENT RTO SEAT OCKING. ING.ND Concrete Slab, 4" Thick Sod D3 6' 2'-0' 6 2 3 4' CN OReinforced With WWF 6x6 — W1.4xW1.4 N 2 1 /4" 3 ,,,, PLAN •° I 0 0 0 0 0 81, -► d• � �t I I I I I 3 ? 2 1/4 �^ ALL EXPOSED CORNERS PRECAST IN ACCORDANCE \ `n C° � 00 °� � 34 1/2',' � +, 2" AND EDGES TO BE WITH LATEST EDITIONS � •� \/ ti CHAMFERED 3/4 OF ASTM C '478 COVER GROUT MANHOLE COVER AND FRAME TOP VIEW - SINGLE PIPE (265 LBS.f 5 LBS.) � PER CITY OF JAX. STD. U 2"x2"x1/4" ANGLE IRON GRATE SEAT (SEE PLATE D-209) Cq 2$-8RICK 3/4" MIN. THICKNESS +r 1" I, x ' #4 12" O.C. B.W. •.: „ _'_. GROUT, "RAMNEK' OR �70d'�2 CLEAR!I6 6„ �— „0" RING JOINTS -,_ll� 1 1/2" PIPE MUST WHERE REQ'D. 1/4' 1 1/2„ 1„ 2 1/4" VARIES NOT BE IN Qd MAX. DEPTH 15' CONST. JOINTF- 00 4„ C GROUT, OR "RAM-NEK" w MINIMUM WALL THICKNESS SHALL 35 3/4" JOINTS WHEN REQUIRED > BE ONE TWELFTH OF THE DIAM. 2" CLEAR OF THE RISER, WITH A��MINIMUM 1 1/2" N Connector RCP / ERCP ?" FT. WALL THICKNESS OF 5". 8 -RIBS 7 8 o D-4ss Ditch Grade \ Pipe 7 \ i I addle (0 MIN. PIPES SHALL BE FLUSH L — z BEARING CAP � Not Q WITH INSIDE WALL. Less '•�. - 2000 P.S.F. ... � • ..�; . 4 1 4" Than #4 12 O.C. B.W. / �// i//_!//_/// 4 Pipe #4 Bar -I g^ �I 4' Sod PIPE MUST NOT BE IN 40 1/2 2' D or S �7 CONSTRUCTION JOINT FRAME No Pipe Joint Permitted Unless Approved l in The Engeer PIPES SHALL BE FLUSH (215 LBS. APPROX.) By E 5/8„ WITH INSIDE WALL �—_ #4 ®6" O.C. B.W. p?� 1 „ SECTION MINIMUM BEARING CAPACITY 2000 PSF 1/2„ N 1 3/4„ Slope: N 2 1/4 4:1 Miter To ? Of Pipe For Pipes 18" & Smaller PICKHOLI= DETAILS R�B DETAIL 2, � :1 Miter For Pipes 24 & Larger, For RCP. o 4:1 Miter To Major Axis For Pipes 24"x 38" & Smaller. v Ct 2:1 Miter For Pipes 29"x 45" &Larger, For ERCP. Q) � TYPE C INLET 1 STORM SEWER MANHOLE TYPE J-1 THRU J -1—F y j 2 MITERED END SECTION 3 C-) .� Ct SLOT OPENINGS SHALL NOT BE ,-, IN WALLS WITH GRATE SEAT 1 3 4„ CURB IRON U C> DDU�D��oo UUUUUDODU GRATE3 13/16" i CURB INLET F 2 1/4" 5'-6' • 00000000U UUUUUUUUo 6 1/2 RA]VI E U nrrr'' n3/4 000Uo�U�O UUUUUUUUU � 40,, 3 1/2" „ 2 1/4" oUllfl[I UOODOO R -L10 D00000000 oDOD00000 T 33 1/8" — C7\ ?" ROUNDED Nos - 0C CD D 8" 36" 8" CORNERS • 52 26" --11 26 A V! 14" 28 „ 5„ 3�„ f iI 27 , CURB IRON SECTION C—C 33 1 /8" 33 5/8" 36 1/8s) CURB INLET FRAME GRATE CURB IRON FRAME 25 40" MORTAR SEAT GRATE " 6„ 2' � �2.�„ SECTION D -D �— BRICK MORTAR �» � Date Submittal 12" MORTAR PLAN TRAFFIC BEARING SEAT ,3 ?" „ GRATE FOR ? E 2 SEA T 4' ?" EYE BOLTS TYPE "E" INLET l l BRICK NOTE: 2 GRATES SHOWN g" 36" 8 3 1 /2" 5/8„ 25 2?„ 3' 1„ 1 /2" BRICK " EACH GRATE SHALL HAVE A 2„ 3 ? 3 ?,� MIN. WEIGHT OF 316 LBS. —1 GROUT, OR "RAM-NEK" PLAN i- — DEPTH 2" CLEAR JOINTS AS REQUIRED SECTION GRATE VARIES 2" CL. GROUTED OR "RAM-NEK"• 28 1/8" > X, D MAX. DEPTH 15' JOINTS WHERE REQUIRED- #4@ 12" O.C. B.W. 1`j,gr'`-------______� 11/30/15 COAB Review Set VARIES �•�T• 6"/g„ 25 5/8" SIGN ___-_--��_�7 -- _. 6 • • 3 13/1 6 „ ED 07/30/15 DOT 1 ir'/ T. � 2 15 /16 05/19/15 COSA Review Set • #4 @8 O.C. #4®6 O.C. B.W. a r 12/01/14 Permit / 8 =2" CLEAR 06/03/14 Pricing PIPE MUST N O T BE „ „ `05/01/14 Permit .—.-.—.��RING IN CONST. JOINT 3 3/16 25 1 /8 2 1 /24 „# BARS © 12 O.C.8" CAPACITY MINIMUM 2000 PSF- rd �,=,� a,, y �'Sheet Name SECTION 1, �; Grading PIPES MUST NOT BE IN °? " " NOTE CONC DESIGN STRENGTH 4,000 PSI APPROX. 1 BO LBS. �' °; } , MIN. BEARING CAPACITY 2000 PSF CONSTRUCTION JOINTS t3 �1 PIPES SHALL BE FLUSH WITH INSIDE Wr�LL ralna e SECTION g PIPES SHALL BE FLUSH Details WITH INSIDE WALL NOTE: CONC. DESIGN Sheet Number STRENGTH 4,000 P.S.I. C=530 TYPE E INLET 4 STORM SEWER CURB INLET Pro;ect Number 5 14-307 3'-0" 4'-6" 2"x2"x?" 4 (SEE PLATE D-209) 3 ?" 00000000U UUUUUUUUo 6 1/2 RA]VI E U nrrr'' n3/4 000Uo�U�O UUUUUUUUU � 40,, 3 1/2" „ 2 1/4" oUllfl[I UOODOO R -L10 D00000000 oDOD00000 T 33 1/8" — C7\ ?" ROUNDED Nos - 0C CD D 8" 36" 8" CORNERS • 52 26" --11 26 A V! 14" 28 „ 5„ 3�„ f iI 27 , CURB IRON SECTION C—C 33 1 /8" 33 5/8" 36 1/8s) CURB INLET FRAME GRATE CURB IRON FRAME 25 40" MORTAR SEAT GRATE " 6„ 2' � �2.�„ SECTION D -D �— BRICK MORTAR �» � Date Submittal 12" MORTAR PLAN TRAFFIC BEARING SEAT ,3 ?" „ GRATE FOR ? E 2 SEA T 4' ?" EYE BOLTS TYPE "E" INLET l l BRICK NOTE: 2 GRATES SHOWN g" 36" 8 3 1 /2" 5/8„ 25 2?„ 3' 1„ 1 /2" BRICK " EACH GRATE SHALL HAVE A 2„ 3 ? 3 ?,� MIN. WEIGHT OF 316 LBS. —1 GROUT, OR "RAM-NEK" PLAN i- — DEPTH 2" CLEAR JOINTS AS REQUIRED SECTION GRATE VARIES 2" CL. GROUTED OR "RAM-NEK"• 28 1/8" > X, D MAX. DEPTH 15' JOINTS WHERE REQUIRED- #4@ 12" O.C. B.W. 1`j,gr'`-------______� 11/30/15 COAB Review Set VARIES �•�T• 6"/g„ 25 5/8" SIGN ___-_--��_�7 -- _. 6 • • 3 13/1 6 „ ED 07/30/15 DOT 1 ir'/ T. � 2 15 /16 05/19/15 COSA Review Set • #4 @8 O.C. #4®6 O.C. B.W. a r 12/01/14 Permit / 8 =2" CLEAR 06/03/14 Pricing PIPE MUST N O T BE „ „ `05/01/14 Permit .—.-.—.��RING IN CONST. JOINT 3 3/16 25 1 /8 2 1 /24 „# BARS © 12 O.C.8" CAPACITY MINIMUM 2000 PSF- rd �,=,� a,, y �'Sheet Name SECTION 1, �; Grading PIPES MUST NOT BE IN °? " " NOTE CONC DESIGN STRENGTH 4,000 PSI APPROX. 1 BO LBS. �' °; } , MIN. BEARING CAPACITY 2000 PSF CONSTRUCTION JOINTS t3 �1 PIPES SHALL BE FLUSH WITH INSIDE Wr�LL ralna e SECTION g PIPES SHALL BE FLUSH Details WITH INSIDE WALL NOTE: CONC. DESIGN Sheet Number STRENGTH 4,000 P.S.I. C=530 TYPE E INLET 4 STORM SEWER CURB INLET Pro;ect Number 5 14-307 �„� pumnrrnqui W _ :�C) 120't N N N ELEV. 12.00N ELEV. = 12.00 M N ° EXISTING GRADE +� o 114 7s r. .. ,._ x U •� U TYPE C INLET ELEV. = 11.00 ELEV. = 10.50 U 4 .{ SLOPE TO MATCH SLOPE TO MATCH EXISTING GRADE, PROPOSED GRADE� • OMEN lY X` •a LLL SWALE CROSS—SECTION 1 � co LN Ct w GRATE Ct 4_J O7� y GRATE ELEV. = 10.15 TOP ELEV. 10.50 TRASH SKIMMER Ct 12" 00 = o Date Submittal C7 V p# VAI ff .I� ------�- 11/30/15 COAS Review Set 07/30/15 FDOT 05/19/15 COSA Review Set �� 12/01/14 Permit P TO S T— 2 ' "li ' 06/03/14 Pricing 15 RCP TO ST -4 15 RC e 'b 05/01/14 Permit INVERT ELEV. = 6.50 ¢„ ra Sheet Name INVERT ELEV. - 6.50 trading 8" C i P/ ? �:,>s�R 4�y9 4r."t'� R ~`➢ a na e ,"� ,:etai is /Sheet Number �� C- 1 Project Number TYPE C INLET IN SWALE (ST -3) TYPE C INLET EXISTING CONNECTION FROM — M ST 2 14-307 MODEL- NO_ NSBB -4- g g4 RECOMMENOE® F"I F'E SIZES: 7 2 " to I8 " 30 " HOLES 4 " RAFFL FI TYP—� MW NEE.�-�M® SCREENED BOTTOMS HINGED TURBULENCE 1 DEFLECTOR 70 X 28 SCREEN GROUT TYP - BA SKET STORA GE = 20.5 cu. FT (. 76 CU YD.) SYSTEM 78 " RCP TYP SEDIMENT STORAGE Suntree Technologies Inc. 798 C/ecrlake Road, Cocoa, Florida 32922 PLAN VIEW PH: 3211-637-7552 Fax: 321-637-7554 Lower Front Chamber 46 CU. FT. Lower Rear Chomber 46 CU. FT. TOTAL 92. CU. FT. (3.4 CU YD.) 30 30 - 20 8 F 24 'f1 STORM BOOM SKIMMER Technologies Inc. PATENTED 4 6 46 46 TYP 108 FRONT VIEW - PSI TEM TED AND PATENTS PENDING THE STRUCTURE IN THIS DRAWING IS PRIMARILY INTENDED TO BE INSTALLED IN OFF ROAD LOCATIONS WITH LESS THAN 5' OF COVER. STRUCTURES ARE READILY AVAILABLE FOR ALL OTHER CONDITIONS. CONSULT SUNTREE TECH— NOLOGIES' REPRESENTATIVE FOR DETAILS. 018 60 48 RIGHT END VIEW SUNTREE TECHNOLOG/ES, INC. PROJECT: 79<5 C L EA F LAKE_ RD. S U I TE #2 SUNTREE TECHNOLOGIES SPEC. COCOA, F -L . Z.29,= REVISIONS: DATE: NUTRIENT SEPARATING BAFFLE BOX REVISIONS: DATE: MODEL NO. NSBB 4-8-84 I REVISIONS: DATE: DATE: 03/25/05 SCALE: SF = 72 REVISIONS: DATE: DRAFTER: N.R. S. UNITS =INCHES, n 1 Date I Submittal 1 If Jj r - N N N N O O� U N OU M 000 uNj 00 O +—�•{ 10112/15 COSA Review Set 4J / 'K FDOT g !Jf �eSet ,Name o y �x �w U ti U Seet Number s a� U 1 Date I Submittal 1 If Jj M N O� y U 10112/15 COSA Review Set / 'K FDOT !Jf �eSet ,Name o y 4Baffle Box U _Cd Seet Number s o Project Number Q 14-307 1 Date I Submittal 1 If Jj "- 10112/15 COSA Review Set / 'K FDOT !Jf �eSet ,Name 4Baffle Box Seet Number C-532 Project Number 14-307 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF 32. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN .THE PLANS AND ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. SPECIFICATIONS AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT RULES AND REGULATIONS. 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF 33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. PERMANENT STAND OF SOD AND/OR GRASS PER THE CONTRACT DOCUMENT'S THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND CITY OF JACKSONVILLE 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE STANDARDS AND MEETING THE NPDES FINAL STABILIZATION REQUIREMENTS. ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE POINTS A SHOULD BE HIGHER THAN POINT B PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. 34. THESE PLANS INCLUDING THE POLLUTION PREVENTION PLAN INDICATE. THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE. EROSION TOCSOUND LAND ANDO "THE FLOR ANIDA DEVELOPMENT T" FROM THESTATA 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) PROPER PLACEMENT 01- SYNTHETIC STRAW BALE EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET CHAPTER 6. CONTRACTOR SHALL PROVIDE. EROSION, PROTECTION AND I N A DRAINAGE WAY STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2- TURBIDITY CONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH AND FEDERAL.WATER QUALITY STANDARDS AND MAY NEED TO INSTALL IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED. ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. IF N.T.S. A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH WHOLLY RESPONSIBLE FOR ALL DAMAGE AND ALL COSTS WHICH MAY AS INDICATED ON SEDIMENT FILTER DETAIL (SEE DETAIL THIS SHEET). RESULT INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE COSTS, AND FINES. INLET OPENING. THE STONE SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON ALL SIDES. 35. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH FLOW 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM RULES AND NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE REGULATIONS. (FOR ANY CONSTRUCTION NOT COVERED BY THE OWNER'S PULLED AWAY FROM THE INLET, CLEANED AND REPLACED. "NOTICE OF INTENT" PERMIT) 8. SYNTHETIC BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH THE BINDINGS ORIENTED AROUND THE SIDES RATHER THAN OVER. AND UNDER THE BALES. PLAN VIEW 9. SYNTHETIC BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW SURROUNDING THE INLET, WITH THE ENDS OF ADJACENT BALES PRESSED TOGETHER. 10. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE SYNTHETIC BALES ARE STAKED, THE EXCAVATED SOIL SHALL BE _ BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER. 11. EACH SYNTHETIC BALE SHALL BE SECURELY ANCHORED AND HELD IN PLACE BY AT LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. 12. LOOSE SYNTHETIC STRAW SHOULD BE WEDGED BETWEEN BALES TO PREVENT WATER FROM ENTERING BETWEEN BALES. 13. SYNTHETIC STRAW BALE BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 14 CLOSE ATTENTION SHALL BE GIVEN TO THE REPAIR OF DAMAGED SYNTH �I ..r 7- -71--. __._. �- SECTION VIEW POINTS A SHOULD BE HIGHER THAN POINT B E11C BALES, END RUNS AND .UNDERCUTTING BENEATH SYNTHETIC BALES. PROPER PLACEMENT OF A 15. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF SYNTHETIC :BALES SHALL BE ACCOMPLISHED PROMPTLY. FILTER BARRIER IN DRAINAGE WAY 16. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. N.T.S. IT MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 17. ANY SEDIMENT DEPOSITS REMAINING IN PLACE, AFTER THE STRAW BALE OR FILTER BARRIERS, AND OR SIUT FENCES ARE NO LONGER REQUIRED, SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 18. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ��aP S RUNOFF WATER FDOT COARSE AGGREGATE N0. 1 19. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE J0`' 0 M/�yjM� WITH SEDIMENT GRAVEL III, 1Z. MIN. DEPTH ) OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE Q M 18" MIN. LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. 20. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS y -----! _ MADE AS NEEDED. 6" it 1b • •^ -:rAUUU c - I-11=III =111=1lI 21. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL MIN' =III=111=1�1� lrt 1�1=111^1.�1=1�1=i11=1�1 0=1lI=1lI- I 1 111 =III Ill=111=1l1= I!I -111=III =111=Ifl=III DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN �� Ii1=III-Ili 111=►l1= DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED INA J WIRE MESH SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. FDOT #1 COARSE �wQ SEDIMENT AGGREGATE OR EQUIVALENT P� FILTERED WATER 22. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. SPECIFIC APPLICATION THIS METHOD iOF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS 23. FOR ADDITIONAL A ON SEDIMENT AND EROSION CONTROL ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE REFER TO THE FLORIDARID DEVELOPMENT ELOPMENT MANUAL - . �1 GUIDE TO SOUND STABILIZED CONSTRUCTION ENTRANCE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. T" LAND AND WATER MANAGEMENFROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION (F.D.E.R.) CHAPTER 6. 24. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENTTHN.T.S. GRAVEL AND WIRE MESH DROP I N L E T TO ALL WETLAND AREAS AND PRESERVA11ON EASEMENTS WHERE ERE IS r 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE UNE OF POSTS. n •ur / / i Ili '.III 111 jlll%i 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. SWIMi �'�I 'ONiF�IIII _1rs'i��4 m�IIWIIWI41l Itllpl !f,'� m�lm° I SWI COMPACT4. BACKFILL AND • EXTENSION 0% I%I F FABRIC AND WIRE INTO THE TRENCH. Iil� f1 Illi Ih 1,1111 CONSTRUCTION OF SILT FENCE N.T.S. 1. EXCAVATE THE TRENCH I Il'1llliili I � Ilii ill ill-�il 3. WEDGE LOOSE SYNTHETIC STRAW BETWEEN BALES. 2. PLACE AND STAKE STRAW BALES. I I � ' Il Fill I � / I II IIII it r � Ili 'III 111 j{Il%ill 1 II Till iI I I� D I llllllllllllllllllll I Illlllliilllllil %,.I jll -- I{If�ll I ill 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF A SYNTHETIC STRAW BALE BARRIER 1. SET THE STAKES. {I{�1{i jll II111 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. N.T.S. POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. SEE DETAILS (THIS SHEET) FOR TYPICAL CONSTRUCTION. DROP INLET ` SEDIMENT FILTER 25. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSION WITH GRATE I O PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED. o o COMPACTED SOIL TAKED SYNTHETIC STRAW BALE U N.T.S. 26. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND TO PREVENT PIPING RUNOFF WATER i I I Jim r` N CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. o n n o `c WITH SEDIMENT I I I I I I I i ILTERED WATER ==_ � � z 27. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH n o _ _ ' I lli VIII I I ° � •v N tn REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER _ 01 00O . � n STAKED AND ENTRENCHED SYNTHETIC STRAW BALE w WATER MANAGEMENT DISTRICT. .� ti U 28. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED AND MULCHED - STRAW BALES I==1_ ° UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. CONTRACTOR STAKED WITH 2 BINDING WIRE oR TWINE I SHALL USE ADDITIONAL MEASURES TO STABLIZE DISTRUREB AREAS STAKES PER BALE - I � I ( THROUGH COMPACTION, SILT SCREENS, HAY. BALES, AND GRASSING. III { COMPACTED SOIL TO PREVENT PIPING ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD. FILTERED RUNOFF I� I I II I I I SEDIMENT LADEN RUNOFF 29. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL SHALL REMAIN N I PLACE UNTIL AFTER COMPLETION OF CONSIRUC110N, AND REMOVED ONLY -- WHEN AREAS HAVE BEEN STABILIZED. SPECIFIC APPUCATION ___-I ---- - I_ 77111* ( _� __-I I ( j ( 30. THIS PLAN INDICATES THE MINIMUM. EROSION AND SEDIMENT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET' DRAINS _-. III T ..- III --� -_ I ! I _._ ..._. _.-- I I I (I ---- (I I---1 { I ----III------ ((-----1 I I------III--------1 _-- MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE _) I 1 I_I==-==I RESPONSIBLE FOR MEETING ALL APPLICABLE RULES REGULATI S THE- ►,.______III- _ QUALITY AND-j AND MAY NEED TO INSTALL METHODS ALLRNOTDAPPLY�TON INLETS RECEIVING CONCENTRATEDCFL WS, SUCH I I_=_III I I IYI I f----- _::------------- I III I ADDITIONAL CONTROLS.GUIDELINES AS IN STREET OR HIGHWAY MEDIANS. - �.__ --I I f�._.__.-._, , ,-_ _..., , ,....._�.._, ,_._.-I -1 1III--- 31. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER i I MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF THIS COMPLIANCE SHALL SYNTHETIC STRAW BALE DROP INLET SEDIMENT FILTER CROSS - SECTION OF A PROPERLY BE PART OF THE CONTRACT. _ N.T.S. IKICTA 1 1 cn _ 'N 77_1 C`Tf') n Bei MAI r r 1. SET POSTS AND EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE UNE OF POSTS. n •ur / / i Ili '.III 111 jlll%i 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. SWIMi �'�I 'ONiF�IIII _1rs'i��4 m�IIWIIWI41l Itllpl !f,'� m�lm° I SWI COMPACT4. BACKFILL AND • EXTENSION 0% I%I F FABRIC AND WIRE INTO THE TRENCH. Iil� f1 Illi Ih 1,1111 CONSTRUCTION OF SILT FENCE N.T.S. 1. EXCAVATE THE TRENCH I Il'1llliili I � Ilii ill ill-�il 3. WEDGE LOOSE SYNTHETIC STRAW BETWEEN BALES. 2. PLACE AND STAKE STRAW BALES. I I � ' Il Fill I � / I II IIII it r � Ili 'III 111 j{Il%ill 1 II Till iI I I� D I llllllllllllllllllll I Illlllliilllllil %,.I jll -- I{If�ll I ill 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF A SYNTHETIC STRAW BALE BARRIER 1. SET THE STAKES. {I{�1{i jll II111 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. N.T.S. Date Submittal 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES RNE �II1, D 11/30/15 COAB Review Set 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 05/19/15 COSA Review Set 12/01/14 Permit " 06/03/14 Pricing t. �05/01/14 Permit Sheet Name sediment & it •,.r. r h�i"' " "• •'• . � �,,, � � �;a `�� Lrotion d 9 / -1►1 - tu,�, ,III- _ ,x ,tiY �s ICO' ntrol / /i-1►1%i11- '��,III,II' T} F �`', "Rj /Details I� ISI N':t.. Ill�l 111 {iii II{f 111 1I1� ` Sheet Number �- � CONSTRUCTION, 'FILTER FILTER BARRIER G-540 N.T.S. Project Number 14-307 ` Q: LL I O U yCd N �Q Jim r` N N � y 7� 0 N N � � z U N OU c� 0000 O 00 0 � •v N tn 4 o 01 00O � n H w .� ti U Date Submittal 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES RNE �II1, D 11/30/15 COAB Review Set 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 05/19/15 COSA Review Set 12/01/14 Permit " 06/03/14 Pricing t. �05/01/14 Permit Sheet Name sediment & it •,.r. r h�i"' " "• •'• . � �,,, � � �;a `�� Lrotion d 9 / -1►1 - tu,�, ,III- _ ,x ,tiY �s ICO' ntrol / /i-1►1%i11- '��,III,II' T} F �`', "Rj /Details I� ISI N':t.. Ill�l 111 {iii II{f 111 1I1� ` Sheet Number �- � CONSTRUCTION, 'FILTER FILTER BARRIER G-540 N.T.S. Project Number 14-307 N CN U yCd N �Q Jim o U y 7� y-+ 01 00O H a Date Submittal 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES RNE �II1, D 11/30/15 COAB Review Set 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 05/19/15 COSA Review Set 12/01/14 Permit " 06/03/14 Pricing t. �05/01/14 Permit Sheet Name sediment & it •,.r. r h�i"' " "• •'• . � �,,, � � �;a `�� Lrotion d 9 / -1►1 - tu,�, ,III- _ ,x ,tiY �s ICO' ntrol / /i-1►1%i11- '��,III,II' T} F �`', "Rj /Details I� ISI N':t.. Ill�l 111 {iii II{f 111 1I1� ` Sheet Number �- � CONSTRUCTION, 'FILTER FILTER BARRIER G-540 N.T.S. Project Number 14-307 SIGNATURE SOIL EXPOSED SOILEXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES, THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE - POLLUTION PREVENTION PLAN CERTIFICATION OWNER'S REQUIREMENTSCONTRACTOR'S THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF REQUIREMENTS tutuuiuurrrrurr"ri W F I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT HAZARDOUS WASTE WILL RECEIVE SPILL PREVEN11ON AND CLEANUP TRAINING. THESE f OF SEDIMENTS. INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE SITE DESCRIPTION GENERAL I INVENTORY FOR POLLUTION PREVENTION PLAN MAINTENANCE/INSPECTION PROCEDURES PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SiTE PERSONNEL WILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYI)ROMULCHED OR OTHER THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES _ APPLICABLE, IN THE OFFICE TRAILER ONSITE. THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE PROJECT NAME AND LOCATION: THE CONTRACTOR' SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING PRESENT ONSITE DURING CONSTRUCTION: THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE vd Qr _p REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. 4` '''',,, ATLANTIC MINI STORAGE 1089 ATLANTIC BLVD AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT { 11. TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, ConcreteFertilizersWoodAsphaltPetroleum Based Products , , , , , FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. ..•' ••• pP�,�°° ATLANTIC BEACH, FLORIDA 32233 CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF .THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MiNIMUM OF 75 Masonry Blacks, Tar, Cleaning Solvents, Roofing Materials, * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND Detergents, Paints, Metal Studs VITHOUT WRITTEN PERMISSION FROM THE ENGINEER. t` N OWNER NAME AND ADDRESS: TO ADD FLOCCULANTS TO THE RETENTION .SYSTEM. PRIOR TO PLACING THE SYSTEM. ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED LATER COMPETE WITH THE PERMANENT GRASSING. N `rDi INTO OPERATION. TITLE. VEGETATIVE COVER. ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE ASHLAND INVESTMENTS, INC. 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE .. 7/880 GATE PARKWAY. SUITE 300 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND � APPOINTED BY THE SUPERINTENDENT AT LEAST ONCE A WEEK AND FOLLOWING A ANY rq N o � Z ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE - JACKSONVILLE, FLORIDA 32256 SEQUENCE OF MAJOR ACTIVITIES: CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE SPILL PREVENTION STORM EVENT OF 0.25 INCHES OR GREATER. � �'� N o MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO u, N � H 00 i a o THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING 0 OI DESCRIPTION: THIS PROJECT WILL CONSIST OF: MATERIALPRACTICES ORDER; IF A REPAIR IS NECESSARY, !T WILL BE INITIATED WITHIN 24 HOURS OF M � v N 1. INSTALL STABILIZED CONSTRUCTION 9. INSTALL: U. UTILITIES, STORM SEWER, 13, PERMANENT EROSION CONTROL. THE EROSION ;CONTROL FACILITIES OF FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE REPORT. .� _o w o THE CONSTRUCTION OF A 26,840 SF BUILDING WITH ASSOCIATED PARKING ENTRANCE CURBS & GUTTER: OJECT BE DESIGNED TO MINIMIZE THE IMPACT ON THE TO THE RISK OF SPILLS OR OTHEREXPOSURE *BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS c AREAS AND UTILITY CONNECTIONS. OFFSITETHE FACILITi FACILITIES. OFED MATERRA SUCE : AN SUBSTANCES STORM WATER RUNOFF. REACHED ONE-THIRD THE HEIGHT .OF THE FENCE. c� 2. INSTALL SILT FENCES AND HAY 18.. APPLY BASE TO PARKING AREAS V ' � BALES AS REQUIRED 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY GOOD HOUSEKEEPING * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT TEARS TO SEE IF THE `t >~ � m o o o 11: 'COMPLETE GRADING .AND 3. CLEAR AND GRUB FOR DIVERSION CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND GROWTH SEASONAL THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT THE rp 4 `� ,.� � a� INSTALL PERMANENT SWALES/DIKES AND SEDIMENT BASIN SEEDING SOD AND PLANTING SEEDING/SOD RAPID VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED ONSITE DURING THE CONSTRUCTION PROJECT. FENCE POSTS ARE FIRMLY IN THE GROUND. *' cva U 4. CONSTRUCT SEDIMENTATION BASIN SODDED. * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND 12. COMPLETE FINAL PAVING TO DO THE JOB. BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. V 5. CONTINUE CLEARING AND GRUBBING 13. REMOVE ACCUMULATED * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN SOiL DISTURBING ACTIVITIES WiLL INCLUDE: SEDIMENT FROM BASINS THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION 6. STOCK PiLE TOP SOiL IF REQUIRED ENCLOSURE. REPAIRED. ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; GRADING; EXCAVATION FOR THE SEDIMENTATION POND, STORM SEWER, 14. WHEN ALL CONSTRUCTION 7. PERFORM PRELIMINARY GRADINGON ON SITE ACTIVITY iS COMPLETE AND THE * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH *TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR UTILITIES, AND BUILDING FOUNDATION; CONSTRUCTION OF CURB AND AS REQUIRED SITE IS STABILIZED, REMOVE ANY STRUCTURAL PRACTICES THE ORIGINAL MANUFACTURERS LABEL. , BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. GUTTER, ROAD, AND PARKING AREAS; AND PREPARATION FOR FINAL PLANTING AND SEEDING. TEMPORARY DIVERSION 8. STABILIZE DENUDED AREAS AND SOD DIKES AND RESEED SWALES / / *SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS A * A MAINTENANCE INSPECTION REPORT WILL BE MADE ` STOCKPILES AS SOON AS PRACTICABLE 1. TEMPORARY DIVERSION DIKE: RECOMMENDED BY THE MANUFACTURER. AFTER EACH INSPECTION. A RUNOFF CURVE NUMBERS AS REQUIRED TEMPORARY DIVERSION DIKES MAY BE USED To DIVERT RUNOFF THROUGH A SEDIMENT COPY OF THE REPORT FORM SHALL BE COMPLETED BY THE INSPECTOR -TRAPPING FACILITY. * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON ca 1. PRE = 98 2. TEMPORARY SEDIMENT TRAP: IN DISPOSING OF THE CONTAINER. REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY Z 2. DURING CONSTRUCTION = 95 3. POST- CONSTRUCTION = 98 A SEDIMENT TRAP IS USUALLY INSTALLED IN DRAINAGEWAY AT * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL APPROVING SEDIMENT AND AND EROSION PLANS, OR STORM WATER MANAGEMENT NOTE: VERTICAL CONSTRUCTION OF THE BUILDING WILL BE TAKING STORM DRAIN INLET OR AT OTHER POINTS OFI DISCHARGE FROM A WILL BE FOLLOWED. PLANS. SOiLS: PLACE DURING ALL THE SEQUENCE STEPS LISTED ABOVE DISTURBED AREA WITH THE FOLLOWING LIMITATIONS: THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER SEE GEOTECHNICAL REPORT FOR SOILS DATA SITE MAPS: A. THE SEDIMENT TRAP MAY BE CONSTRUCTED EITHER THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS POLLUTION PREVEN11ON PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION ONSITE RECEIVE PROPER USE AND DISPOSAL. THE SITE IS FINALLY STABILIZED AND THE NOTICE.OF TERMINATION IS SUBMITTED. TiMING OF CONTROLS/MEASURES * SEE ATTACHED PAVING AND DRAINAGE SHEET C-130 FOR ALL DIKE. THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL 3 . OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND HAZARDOUS PRODUCTS THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE CONTROLS AND STORM WATER DISCHARGE POINTS. AS INDICATED IN THE SEQUENCE- OF MAJOR ACTIVITIES, THE SILT FENCES AND PAVED CHANNEL SECTIONS WHERE THE VELOCiITY OF FLOW AT DESIGN WITH HAZARDOUS MATERIALS. RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING HAY BALES,' STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE CAPACITY OF THE OUTLET WILL EXCEED THE PERMISSIBLE VELOCITY OF THE RECEIVING CHANNEL OR AREA. *PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. OUT THE INSPECTION AND MAINTENANCE REPORT., * SEE ATTACHED SWEET C-140 FOR LOCATION OF TEMPORARY CONSTRUCTED PRIOR TO.CLEARING OR GRADING OF ANY OTHER PORTIONS OF * PERSONNEL SELECTED FOR INSPECTION' AND MAINTENANCE RESPONSIBILITIES WILL STABILIZATION PRACTICES, AND TURBIDITY BARRIERS THE SiTE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE * ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL IN POR11ONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY LOCA11ONS THAT SERVE AN AREA WITH 10 0 MORE DISTURBED ACRES P CONTAIN IMPORTANT PRODUCT INFORMATION. THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE AT ONE TiME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL AND EROSION AND SEDIMENT CONiROLS USED ONSITE,IN GOOD WORKING ORDER. SITE AREA: WITH ` THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE STATE RECOMMENDED • METHODS FOR PROPER DISPOSAL WILL BE FOLLOWED. 1. TOTAL AREA OF SITE = 4.64 Ac. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF 2. TOTAL AREA TO BE DISTURBED = 1.60 Ac. DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE STORAGE PER ACRE DRAINED UNTiL FINAL STABILIZATION OF THE SITE. PRODUCT SPECIFIC PRACTICES NAME OF RECEIVING WATERS: - NA WITH THE SEDIMENT AND EROSION CONTROL PLAN. DWG. NO. ( � THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND LOWS FROM ONSITE AREAS F THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: N - THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE. FINAL CV STABIUZA11ON WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE PETROLEUM PRODUCTS �.� DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR CONTROLS CONTROLS BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED iN ACCORDANCE PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM NON -STORM WATER DISCHARGES0 WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS PRODUCTS WiLL BE STORED IN TIGHTLY SEALED CONTAINERS WHiCH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND IT IS THE RESPONSIBILITY To IMPLEMENT THE EROSION AND MUST BE REMOVED UPON FINAL STABILIZATION. ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. * IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES U TURBIDITY CAUSED BY STORM WATER RUN OFF. DRAWING NO. C-540 HAS BEEN .CONTRACTORS TURBIDITY CONTROLS AS SHOWN ON THE SEDIMENT AND EROSION CONTROL PLAN. WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: ctj PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE FERTILIZERS U IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY TO PREVENTQa FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * WATER FROM WATER LINE FLUSHING CONTROLS AS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STALE AND LOCAL LAWS. REFER TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SEDIMENT. RECOMMENDED BY'THE MANUFACTURER. ONCE APPLIED FERTILIZER WILL * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR U *-4 TO "CONTRACTORS REQUIREMENTS" FOR A VERBAL DESCRIPTION OF THE ' AND EROSION CONTROL PLAN AND ADD ADDITIONAL' CONTROL MEASURES, AS BE WORKED INTO THE SOIL" TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY HAZARDOUS MATERIALS HAVE OCCURRED). U .� , CONTROLS THAT MAY BE IMPLEMENTED. ,TO REQUIREDENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TOA U ctj � ,-, AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT SEALABLE PLASTIC BIN TO AVOID SPILLS * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION) . ALL � 4-1PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE . NON -STORM WATER DISCHARGES WiLL BE DIRECTED TO THE SEDIMENT EROSION AND SEDIMENT CONTROL PLAN AND AS REQUIRED TO MEET THE SEDIMENT PAINTS BASIN PRIOR TO DISCHARGE. AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED ' STORM WATER MANAGEMENT REGULATORY AGENCIES. FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER > SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' no TORM WATER DRAINAGE WILL BE PROVIDED BY CURB AND GUTTER STORM SEWER, SCURB INLETS AND CATCH BASINS FOR THE DEVELOPED AREAS. AREAS WHiCH ARE EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONTRACTOR'S CERTIFICATION U NOT DEVELOPED BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER CONCRETE TRUCKS GRADING IS COMPLETE. WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 1.60 1. STRAW BALE BARRIER: STRAW BALE BARRIERS CAN BE USED BELOW I CERTIFY UNDER PENALTY OF .LAW THAT I UNDERSTAND THE TERMS AND ACRES± WILL HAVE BEEN REGRADED WHERE PRACTICAL, THE TEMPORARY DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ctj SEDIMENT BASIN WiLL BE IN THE LOCATION OF THE PERMANENT RETENTION BASIN. LIMITATIONS: DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM 4-1 WHEN UPSLOPE AREAS ARE STABILIZED, THE ACCUMULATED SEDIMENT WILL BE A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACiiVITY FROM THE REMOVED FROM SEDIMENT BASiN, AND THE AREAS ON THE SIDE OF THE BASIN B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. WILL BE PLANTED WITH VEGETATION. THE WET DETENTION SYSTEM IS DESIGNED CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. SPILL CONTROL PRACTICES 00 WITH A 21 DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. MC 00 REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE DEWATERING NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVEN11ON AND CLEANUP: - BALES TO INSURE AGAINST WASHOUT. MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE PRIOR TO ANY DISCHARGE OF GROUND WATER (DEWATERING) FROM CONSTRUCTION 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF ACTIVITIES ASSOCIATED WITH THIS PROJECT TO WATERS OF THE STATE (INCLUDING, DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP BUT NOT LIMITED TO, WETLANDS, SWALES AND MUNICIPAL STORM SEWERS), THE FOLLOWING LIMITATIONS: SUPPLIES. CONTRACTOR SHALL TEST THE EFFLUENT (WATER TO BE DISCHARGED) IN ACCORDANCE A. WHERE THEE MAXIMUM AXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. WITH RULE 62-621.300(2), F.A.C. IF THE TEST RESULTS ON THE EFFLUENT ARE B. IN MINOR SWALES DITCH LINES WHERE THE MAXIMUM MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WiLL BE KEPT BELOW THE SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR CONTRIBUTING DRAINAGE AGE AREA IS NO GREATER THAN 2 ACRES. IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL SHALL SUBMIT A SUMMARY OF THE PROPOSED CONSTCTION ACTIVITY AND THE TEST INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, RESULTS TO THE DEPARTMENT OF ENVIRONMENTAL PROTECTION DISTRICT OFFICE, 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RiLL EROSION WHERE GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS WITHIN ONE (1) WEEK AFTER DISCHARGE BEGINS. THE CONTRACTOR SHALL CONTINUE TO SAMPLE THE EFFLUENT AS REQUIRED THROUGHOUT THE PROJECT AND COMPLY WITH REFER TO " CONTRACTORS REQUIREMENTS" FOR THE TiMING OF CONTROL/MEASURES. Date Submittal ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. SPECIFICALLY. FOR THIS PURPOSE. ALL CONDITIONS OF RULE 62-621.300(2), F.A.C. iF THE GROUND WATER EXCEEDS THE CERiiFICA11ON OF COMPLIANCE WITH SCREENING VALUES OF RULE 62-621.300(2), F.A.C., THE CONTRACTOR SHALL COMPLY FEDERAL, STATE AND LOCAL REGULATIONS 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- OTHER CONTROLS ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WITH OTHER APPLICABLE RULES AND REGULATIONS PRIOR TO DISCHARGE OF THE FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE EFFLUENT (GROUND WATER) TO SURFACE WATERS OF THE STATE. IN AN EFFORT TO ENSURE COMPLIANCE WiTH FEDERAL, STATE AND LOCAL GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE WASTE DISPOSAL THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL CONTACT WITH A HAZARDOUS SUBSTANCE. HAVE BEEN OBTAINED. UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO WASTE MATERIALS RECONCENTRATE AFTER RELEASE. SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE "'rz" m ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSIER APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE D.E.P. DREDGE/FILL PERMIT # 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE WILL SIZE OF THE SPILL. C.O.E. DREDGE/FILL PERMIT # STOCKPILED IN SUCH A MANNER AS TO DiRECT RUNOFF DIRECTLY OFF MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENTREGULATIONS. THEjf -- S. J.R. W.M.D. M.S. S.W. PERMIT #THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER DUMPSIER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TOA THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO COLLECTION FACILITY. STATE APPROVED LANDFILL. ALL PERSONNEL WiLL BE INSTRUCTED REGARDING PREVENT THiS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP CITY OF JACKSONVILLE DEVELOPMENT PERMIT # THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL WHAT 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. ''-- - SIGNATURE SOIL EXPOSED SOILEXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES, THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OF CONTRACTOR & ALL SUBS POLLUTION PREVENTION PLAN CERTIFICATION THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF FOLLOWED. OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT HAZARDOUS WASTE WILL RECEIVE SPILL PREVEN11ON AND CLEANUP TRAINING. THESE ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION iN OF SEDIMENTS. INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL SUB cON7R�CTOR PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SiTE PERSONNEL WILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT -LADEN STORM BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL APPLICABLE, IN THE OFFICE TRAILER ONSITE. THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE RUNOFF UN11L THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT WHO MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, MAY CONTRIBUTE SEDIMENT TO THE INLET. THAT THESE PRACTICES ARE FOLLOWED. TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF 8 TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND SANITARY WASTE RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS SIGNED:COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED LATER COMPETE WITH THE PERMANENT GRASSING. AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL TITLE. REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. CORPORATE OFFICER, GENERAL PARTNER, PROPRIETOR, 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT EXECUTIVE OFFICER, OR RANKING ELECTED OFFICi,�L FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE SHALL OFFSITE VEHICLE TRACKING ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES LOOSE SIGNATURE BUSINESS NAME AND ADDRESS RESPONSIBLE OF CONTRACTOR & ALL SUBS FOR/DUTIES GENERAL CONTRACTOR SUB CQNTRACT �a SUB cON7R�CTOR 6 , SUB CO147RACTOR SUB-CONTRACTOR�y` Ct a 11/30/15 1 COAB Review Set 07/30/15 FDOT 05/19/15 COSA Review Set 12/01/14 Permit 06/03/14 Pricing 05/01/14 Permit Sheet Name '%$tormwater a "Pollution X 4qv_ r ention { -',� Plan of 4,� MEASURE OF MULCH MATERIAL CUT INTO .THE SOIL OF THE SEEDED AREA A STABILIZED CONSTRUCTION ENTRANCE WILL BE 1PROVIDED TO HELP REDUCE ` Sheet Number DATE: ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITEF ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAUUNP MATERIAL FROM THE C-5411 CONSTRUCTION SITE WILL BE COVERED WiTH A TARPAULIN. Project Number 14-307 W O W m J O O Z 0 U O m R J M z M cr U z d M S H U M W O W a. w M O W 0 W a W M O LL O N LdQ a 0 VL gM a W LAJ z / _COAB ti 0 0 z a z 7 N o 0 0 F O F W w ++ Cn Z WW0 a O F O IL ir � Q z Z Q 0 'Q N z OU � v � V) LAJ 0 Ce w 3 O F W X30 o to U w a ? W � W O W m J O O Z 0 U O m R J M z M cr U z d M S H U M W O W a. w M O W 0 W a W M O LL O N LdQ a LL O VL gM it L11/30/15DATE LAJ z / _COAB a 0 0 z a z 7 N o D = (L 05/19/15 F O F- Z W 0 O w ++ Cn F W W ¢ � Z a W W X30 0- W � a U O �yj �. Z a a Q 3 a W F 7:: WZW m O W _J Y m F Q O t¢ 0 z a V) m O FU' 0 Z O a d z a 3 a 0 r W N W 3 Y ¢ 0 I— n 0 f d a 3 W O W m J O O Z 0 U O m R J M z M cr U z d M S H U M W O W a. w M O W 0 W a W M O LL O N LdQ a Z N Q M F - z W 0 W V) 0 0 w a 5 cY UJ m W U z ¢ z W W 0 Z 4 U a 0 z E W m 0 w 0 W w a W m H W U Z Q z W En z J O F z U in W 0 iE U O W N M H z VL gM it L11/30/15DATE J / _COAB a 0 CO a z 7 N o x 05/19/15 F O F- Z z w ++ Cn F W W Z a W W Ld 0- W � a U O �yj z Z a a rn F 7:: WZW m O z F Q 0 z a a O 0 0 Z a d z a 3 z r W N ¢ 0 I— d a 3 w O W z Q: V) a O 0 Z F m¢ Z D O 0 W O >- a a x w m z o F 0 O 0 r- 0 a w W p 0 W to x o< W m w o 1-� U Y Z 0¢ Q a 6 2 O d U Z N Q M F - z W 0 W V) 0 0 w a 5 cY UJ m W U z ¢ z W W 0 Z 4 U a 0 z E W m 0 w 0 W w a W m H W U Z Q z W En z J O F z U in W 0 iE U O W N M H z VL B n L11/30/15DATE J / _COAB Review Set S[GNED_� y CO a z 7 N N I - 05/19/15 z ce F- Z O O ++ Cn F W W Z c a�k", N, W Ld W ++, � V 4-i U O �yj U Z a a rn 7:: m O � F U 4J � z z z a O z CDo a in W a z r W N ¢ 0 I— d z 3 F _ W z Q: O a W 0 a m¢ Z D Z N Q M F - z W 0 W V) 0 0 w a 5 cY UJ m W U z ¢ z W W 0 Z 4 U a 0 z E W m 0 w 0 W w a W m H W U Z Q z W En z J O F z U in W 0 iE U O W N M H Li U z ¢ z W Z O F U Z O U W N in I<-- U) sU) x O a W a C3 W a W U z z z a L; 0 W M m 0 Z O 0 0 W M Of O of w CL w M r■ LL. O W c� a z VL B n L11/30/15DATE / _COAB Review Set S[GNED_� y CO z 7 N N 00 05/19/15 N O N F- Z sVr "CJ N 0C)43O O 1 ++ Cn pp \-C 'G +- O W U c a�k", N, W Stormwater U ++, � V 4-i U) O �yj U 0 U 7:: U 4J z a z CDo F a� a o r W N g I— d z a _ x z 5 o is W 0 a m¢ D O 0 W >- a x <; m z o F 0 a 0 r- a w z p to x o< W m O o 1-� O Y 0¢ J a 6 F O d F a o Q w z� d 0 Q O W O a0 O W 0 }_ Of z LL. w Z Y 3 z 3 z "t >- a %' 2 ¢ J O W 0 O x W Z tr-- N La. W a W a O O¢< CE F- W 0 g m Cn Z 7 0 W W d � 0 0 W ¢ aWi UJ �,, Z omw U(n[ W S* O N p2 Q 0 z W a< m w z o o z a w�v_iQ0 W a W � M S Q 0 W z Q z Cr F im W d Q x m z iE m :(:_3Z< tCWn z U U W O¢ Q O U w 0 C9 o _d¢a.cnMOm¢aa in Li U z ¢ z W Z O F U Z O U W N in I<-- U) sU) x O a W a C3 W a W U z z z a L; 0 W M m 0 Z O 0 0 W M Of O of w CL w M r■ LL. O W c� a 3 ss w Prevention y cq -UJ c,Ry w. Forms NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION "� Sheet Number SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY -THE CONTRACTOR. C=542 Project Number 14-307 VL B n L11/30/15DATE / _COAB Review Set S[GNED_� y CO 7 N N N 05/19/15 N O N O sVr "CJ N 0C)43O O 1 ++ Cn pp \-C 'G +- O 05/01/14 U c a�k", N, Sheet Name Stormwater U ++, � V 4-i U U 3 ss w Prevention y cq -UJ c,Ry w. Forms NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION "� Sheet Number SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY -THE CONTRACTOR. C=542 Project Number 14-307 B n L11/30/15DATE / _COAB Review Set S[GNED_� y CO L N 05/19/15 O 12/01/14 Permit °\ 06/03/14 Pricing € 'k 05/01/14 U c a�k", N, Sheet Name Stormwater "i. Pollution = 4-dU 0 7:: U 4J 00 O r 779Submittal 3 ss w Prevention y cq -UJ c,Ry w. Forms NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION "� Sheet Number SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY -THE CONTRACTOR. C=542 Project Number 14-307 B n L11/30/15DATE / _COAB Review Set S[GNED_� y 07/30/15 FDOT 05/19/15 COSA Review Set 12/01/14 Permit °\ 06/03/14 Pricing € 'k 05/01/14 Permit c a�k", N, Sheet Name Stormwater "i. Pollution 3 ss w Prevention y cq -UJ c,Ry w. Forms NOTE TO CONTRACTOR: THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION "� Sheet Number SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 1 ACRE. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY -THE CONTRACTOR. C=542 Project Number 14-307 Taper Length=L hite Refl ectorized Pavement !Markings work Area, / ■ Buffer Space' ROAD see Table 11 see Table II << WOR AHEAD Device Spacing -Taper Device Spacing -Tangent 100' K1UH 1 LANK See Table I See Table I CLOSED SPEEDING FINES AHEAD DOUBLED WHEN WORKERS PRESERT DISTANCE BETWEEN S.I GNS Speed Spacing (f t.) A B C mp or less 200 200 200 45 mph 350 350 350. 50 mph 500 500 500 S5 ,mph or greater 2840 1 640 1000 GFNERAL� NOTES 1. work operations shall be confined to one traffic lane, leaving the adjacent lane open io traffic. 2. On undivided highways the median signs as shown arae to be omitted. 3. when work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. I END ROAD WORK The ROAD WORD 11MILE sign may be used The same applies to undivided highways with the following exceptions: Speed (mph) as ars alternate to the ROAD WORD AHEAD a. Work .shall be confined within one median lane. Between Devices (ft,) Cones car Tubular ,Markers sign and the RIGHT LANE CLOSED 3�2 MILS b. Additional barricades, cores, or drums shall be pi 'aced along the centerline abutting the work area . and Tangent sign may be used as an alternate to the across the trailing end of the work area. Tangent 25 RICHT LADE CLOSED AHEAD sign. 50 25 When work on undivided highways occurs across the centerline so as to encroach on both median lanes, 30 t o 45 500' beyond the ROAD WORD AHEAD .sign or the inverted plan is applied to the approach of both roadways. 50 1 30 Midway between signs whichever is less. .50 50 to 76 4. Signs and traffic control devices are to be modified �in accordance with INTERMITTENT WORK. STOPPAGE 50 details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. 100 125 S. The two chabnelizing devices. directly in front of the work area may be omitted provi ed vehicles in the 200 I work area have high-intensity. rotating, flashing, oscillating, or strobe lights operatin9. o SYMBOLS 5. when payed shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel 35 Work Area way. See Index No. 512 for shoulder taper formulas, 245 50 .7, when a side .road intersects the highway within. the 7'TC z Sign with 18"x 18"' (Min.) g y one, additional TTC devices shall be ,placed in 320, ?range Flag And Type B Light accordance with other applicable TCZ Indexes. 380 540 ■ Channelizing Device (See Index leo.. 500) 8, This TCZ plan does not apply, when work is being per-forrned in the middle lane(s) of a six or more lame 425 Work zone Sign highway. See Index No. 814, .55 495' 680 60 570 Advance warning Arrow Board 9. For general TCZ requirements and additional information, refer to Index leo. 600.. 55 I END ROAD WORK Table II Table I Device Spacing Speed (mph) Max. Distance Between Devices (ft,) Cones car Tubular ,Markers Type I or Type .II Barricades or Vertical Panels or Drums TaL2er Tangent Taper Tangent 25 25 50 25 Qw 50 30 t o 45 25 50 1 30 L .50 50 to 76 2550 (ft.) 50 25 100 Table II Buffer Space and Taper Length M Buffer Taper Length Speed Space Lateral Transition) Trarisitroia) Qw U Dist, L Notes eft.) (ft.) (Merge) 25 155 125 'W2 .30 200 180 o _ 35 250 245 50 40 3105 320, 45 380 540 L = WS 50 425 �I7� .55 495' 680 60 570 720 55 B45 780 70 73:0 840 When .Buffer Space cannot be attained due to geometric constraints, the greatest attainable length .shall be used, but not less than 200 ft. Per lateral transitions other than 121, use There: L = Length of taper in feet W _ width of lateral transition in ,feet S Posted speed limit (mph) DURATION OT ES 1. Temporary white edgeline may be omitted for work reparations less than 3 consecutive calandar days. 2. For work,operations up to approximately 15 minutes., signs, channelizing devices, .. arrow board, and buffer space may be omitted if all of the following conditions are met: a. Speed limit is 45 mph or less. b. No sight obstructions to vehicles approaching the work area.for a distance equal to the buffer space and the taper length combined. c. Volume and complexity of the roadway has been considered. d. The closed lane is occupied by a class .5 or larger, medium duty truck(s) with a minimum gross weight vehicle rating (CwVR) of .18,001 lb with high=intensity, rotating, flashing, oscillating, or strobe lights mounted above the cab height and Operating. 3. For work operations up to 50 .,minutes, arrow board and buffer Utttq�t11t111 Ulgprrrrrr''''i .�� LL •�Gj `O CD ` O N N O N � N N� U Rf a0 U 0 Cn ti U 4-4U W 1 Date I Submittal 1 space may be ornrtte€I if ,conditions a, D,L ane c in DURATION NOTE 2 r; are .met, and vehicles in the work area have high-intensity, PP# rotating, flashing, oscillating, or strobe lights operating. SIGNED -�-- 11/30/15 COAB Review Set CONDITIONS 07/30/15 FDOT 06/09/15 FDOT WHERE ANY VEHICLE, EQUIPME 12/01/14 Permit WORKERS OR THEIR ADTIVITI s� 'k 06/03/14 Pricing ENCROACH ON THE LANE AJD A .ERI 1,�� 1 �o %q'Q � , r`�� Sheet Name bih,t TO ITR SHOULDER AND, �'Tzl fT ` �; _ l r y, enance �I.E .AREA 2' OUTSIDE THE EDGEo#'*Traffic �f �a TRAVEL WAY. � . � Detail INDEX DEX SHEET Sheet Number NO. NO. I of 2 C=600 Project Number 14-307 M N L Qw U N o � U ct s 00 0 1 Date I Submittal 1 space may be ornrtte€I if ,conditions a, D,L ane c in DURATION NOTE 2 r; are .met, and vehicles in the work area have high-intensity, PP# rotating, flashing, oscillating, or strobe lights operating. SIGNED -�-- 11/30/15 COAB Review Set CONDITIONS 07/30/15 FDOT 06/09/15 FDOT WHERE ANY VEHICLE, EQUIPME 12/01/14 Permit WORKERS OR THEIR ADTIVITI s� 'k 06/03/14 Pricing ENCROACH ON THE LANE AJD A .ERI 1,�� 1 �o %q'Q � , r`�� Sheet Name bih,t TO ITR SHOULDER AND, �'Tzl fT ` �; _ l r y, enance �I.E .AREA 2' OUTSIDE THE EDGEo#'*Traffic �f �a TRAVEL WAY. � . � Detail INDEX DEX SHEET Sheet Number NO. NO. I of 2 C=600 Project Number 14-307 4 ) 63' NORTH ADJACENT RESIDENTIAL GAJ! O a O NOTE: PROVIDE CONTINUOUS 6 FOOT WOOD OR MASONRY FENCE OR 5' EVERGREEN HEDGE AT TIME OF PLANTING A AI_0 1�111ENTIAL PRAPERTY. L85 dO1JE) 11J PROPOSED 26,840 SF BUILDING FOOTPRINT PROPOSED 26,840 SF BUILDING FOOTPRINT 3 DLC 35 IVN 53 LJ G a G e a o I + + + + O + + + + + 41 + + + + + + + + + .�%_-__, STATE ROAD NO A -1-A AND 10) Z J� 00 • I � 0 0 + + + J ++ + + + + c L w � + + + + + + '0++ + + + QTY SYM DESCRIPTION SIZE I NOTES ++�+: +++ +++++ + + + + AS SHOWN FYN, FF, WW, OHE + ...5... + + + ++++ 35 IVN 53 LJ 3 DLC Z IO v m � y> ozo C7 z m s C_ c� 0 r y ren C) cn o ri1 rn imc N 0�� rn rn 0 0 00 0 -4, C) Z >0 - D IQ O rnN r� c� 'Go a G .r + + I +.+ ++0++ +++ i i VN '-I I WIN N F13 IVN �oi��osaio 1 LANDSCAPE CALCULATIONS REQUIRED LANDSCAPE, INTERIOR VUA PUBLIC VUA: 25,980 SF. REQUIRED: 2,598 SF. PROVIDED: 2,549 SF. TREES: 6 TREES (3 SHADE) SHRUBS: 2,598 X 25% = 650 SF/9 SF/SHRUB = 72 SHRUBS SOUTH REQUIRED LANDSCAPE, STREET FRONTAGE VUA FRONTAGE: 187 FT REQUIRED: 1,870 SF. PROVIDED: 1,328 SF. TREES: 4 TREES (2 SHADE) SHRUBS: 187 LF X 75% = 140 LF/3' OC. /SHRUB = 47 SHRUBS NORTH REQUIRED LANDSCAPE, ADJACENT PROPERTY VUA FRONTAGE: 63 FT REQUIRED: 315 SF. PROVIDED: 388 SF. TREES: I TREE (I SHADE) SHRUBS: 182 LF X 75% = 137 LF/3' OC./SHRUB = 46 SHRUBS EAST REQUIRED LANDSCAPE, ADJACENT PROPERTY VUA FRONTAGE: 71 FT REQUIRED: 355 SF. PROVIDED: 360 SF. TREES: I TREE (I SHADE) EAST REQUIRED LANDSCAPE, ADJACENT RESIDENTIAL PROPERTY VUA FRONTAGE: 142 FT REQUIRED: 1,420 SF. PROVIDED: 1,565 SF. TREES: 6 TREES (3 SHADE) TOTAL TREES REQUIRED: 18 TREES (10 SHADE) TOTAL TREES PROVIDED: 18 TREES (13 SHADE) TOTAL SHRUBS REQUIRED: 119 SHRUBS TOTAL SHRUBS PROVIDED: 122 SHRUBS TOTAL GREEN AREA REQUIRED: 6,558 SF TOTAL GREEN AREA PROVIDED: 6,190 SF (DEFICIT: 368 SF) + +� + + + + + + + O + + + + + 41 Q + + + + + + + + + .�%_-__, STATE ROAD NO A -1-A AND 10) Z J� 00 • I � 0 0 + + + J + + + + + + c L w � + + + + + + CHECKED: QTY SYM DESCRIPTION SIZE SPACING NOTES INCHES ++ + + + + AS SHOWN FYN, FF, WW, OHE + ...5... + + + � t... + � . - ...__... .._ -..... ......... _ + + + 10'-12' x 3-4' 2" CAL., FTG, MATCHED AS SHOWN N, FYN, FF, WW 16 5 0 LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 8' x 4', 3 TRK, 4' CT, MATCHED + + FYN, FF, WW, OHE 10 26 EU DLC LOROPETALUM CHINENSE "DWF RED RAZZLEBERRY" 18" x 18", FULL, MATCHED 36" OC. FYN, FF, WW 36(TOTAL) 53 O LJ LIGUSTRUM JAPONICA "LIGUSTRUM" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW 87 IVN ILEX VOMITORIA "SCHILLINGS HOLLY" G r 36" Off. N, FYN, FF, WW SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) 3 DLC Z IO v m � y> ozo C7 z m s C_ c� 0 r y ren C) cn o ri1 rn imc N 0�� rn rn 0 0 00 0 -4, C) Z >0 - D IQ O rnN r� c� 'Go a G .r + + I +.+ ++0++ +++ i i VN '-I I WIN N F13 IVN �oi��osaio 1 LANDSCAPE CALCULATIONS REQUIRED LANDSCAPE, INTERIOR VUA PUBLIC VUA: 25,980 SF. REQUIRED: 2,598 SF. PROVIDED: 2,549 SF. TREES: 6 TREES (3 SHADE) SHRUBS: 2,598 X 25% = 650 SF/9 SF/SHRUB = 72 SHRUBS SOUTH REQUIRED LANDSCAPE, STREET FRONTAGE VUA FRONTAGE: 187 FT REQUIRED: 1,870 SF. PROVIDED: 1,328 SF. TREES: 4 TREES (2 SHADE) SHRUBS: 187 LF X 75% = 140 LF/3' OC. /SHRUB = 47 SHRUBS NORTH REQUIRED LANDSCAPE, ADJACENT PROPERTY VUA FRONTAGE: 63 FT REQUIRED: 315 SF. PROVIDED: 388 SF. TREES: I TREE (I SHADE) SHRUBS: 182 LF X 75% = 137 LF/3' OC./SHRUB = 46 SHRUBS EAST REQUIRED LANDSCAPE, ADJACENT PROPERTY VUA FRONTAGE: 71 FT REQUIRED: 355 SF. PROVIDED: 360 SF. TREES: I TREE (I SHADE) EAST REQUIRED LANDSCAPE, ADJACENT RESIDENTIAL PROPERTY VUA FRONTAGE: 142 FT REQUIRED: 1,420 SF. PROVIDED: 1,565 SF. TREES: 6 TREES (3 SHADE) TOTAL TREES REQUIRED: 18 TREES (10 SHADE) TOTAL TREES PROVIDED: 18 TREES (13 SHADE) TOTAL SHRUBS REQUIRED: 119 SHRUBS TOTAL SHRUBS PROVIDED: 122 SHRUBS TOTAL GREEN AREA REQUIRED: 6,558 SF TOTAL GREEN AREA PROVIDED: 6,190 SF (DEFICIT: 368 SF) PLANTING NOTES: 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions, what lime/sulphur applications are needed �if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards Latest "Grades and Standards For Nursery Plants, Part I AND II, "Florida Department of Agriculture And Consumer Services or To The Standards in the latest"American Standard for Nursery Stock", America National Standards Institute. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum four inches of #2 grade or better of pine bark mini nuggets. 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE ONE ON EACH SIDE OF ROOTBALL (1 OR 2 PER TREE) ROOTBALL TREE TRUNK ANCHOR SYSTEM 2 3/4' WIDE POLYESTER STRAP WITH TOGGLE ANCHOR TENSION STRAPPING OVER 2X4 BOARD (I OR 2 PER TREE) ROOTBALL TREE TRUNK 3/4' STRAP THROUGH 3/4' WIRE, CINCH BUCKLE TENSIONED TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO ROOTBALL DIAMETER) TOP OF ROOTBALL 2' ABOVE BACKFILL-� 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) TOP OF ROOTBALL 2' ABOVE BACKFILL 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from EOP and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 25' from OHE. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. 39. B&B strapping wire, and any synthetic material shall be removed prior to fianl inspection. Wire baskets should be cut 8" below grade. 40. A mulch. ring for all newly planted trees shall be provided at least (5) five feet in diameter and not closer than 6 six inches from tree trunk. 41. Soil in tree islands shall have at least(12) twelve inches of suitable soil and be void of any construction debris orunsuitable materials. 42. Tress must be a minimum (7.5) seven and one half feet from water lines. 43. Irrigation will be provided with eitheran automatic irrigation system or hose bibs within (50) fifty feet of all newly planted materials, unless approved alternate means of establishment of planted materials is provided. 44. Shrubs shall not be planted closer than (2.5) two and one half feet from any structure. 45. All projects shall be required to submit one photo of all specified plant materials and one group phot of each specified plant material. 187' SOUTH SHRUB O 0% 141"14 41 Q 411, � .�%_-__, STATE ROAD NO A -1-A AND 10) Z J� 00 • I � 0 0 SOIL MIX (1/4 S❑IL CONDITIONER & 3/4 YELLOW SAND PLANTING NOTES: 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions, what lime/sulphur applications are needed �if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards Latest "Grades and Standards For Nursery Plants, Part I AND II, "Florida Department of Agriculture And Consumer Services or To The Standards in the latest"American Standard for Nursery Stock", America National Standards Institute. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum four inches of #2 grade or better of pine bark mini nuggets. 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE ONE ON EACH SIDE OF ROOTBALL (1 OR 2 PER TREE) ROOTBALL TREE TRUNK ANCHOR SYSTEM 2 3/4' WIDE POLYESTER STRAP WITH TOGGLE ANCHOR TENSION STRAPPING OVER 2X4 BOARD (I OR 2 PER TREE) ROOTBALL TREE TRUNK 3/4' STRAP THROUGH 3/4' WIRE, CINCH BUCKLE TENSIONED TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO ROOTBALL DIAMETER) TOP OF ROOTBALL 2' ABOVE BACKFILL-� 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) TOP OF ROOTBALL 2' ABOVE BACKFILL 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from EOP and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 25' from OHE. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. 39. B&B strapping wire, and any synthetic material shall be removed prior to fianl inspection. Wire baskets should be cut 8" below grade. 40. A mulch. ring for all newly planted trees shall be provided at least (5) five feet in diameter and not closer than 6 six inches from tree trunk. 41. Soil in tree islands shall have at least(12) twelve inches of suitable soil and be void of any construction debris orunsuitable materials. 42. Tress must be a minimum (7.5) seven and one half feet from water lines. 43. Irrigation will be provided with eitheran automatic irrigation system or hose bibs within (50) fifty feet of all newly planted materials, unless approved alternate means of establishment of planted materials is provided. 44. Shrubs shall not be planted closer than (2.5) two and one half feet from any structure. 45. All projects shall be required to submit one photo of all specified plant materials and one group phot of each specified plant material. 187' SOUTH SHRUB O 0% ATLANTIC BOULEVARD STREET FRONTAGE Q Z� AROUND R❑❑TBAL (N❑ S❑IL) .�%_-__, STATE ROAD NO A -1-A AND 10) Z J� 00 3' MULCH (L 0 0 SOIL MIX (1/4 S❑IL CONDITIONER & 3/4 YELLOW SAND J PLANT .LIST OR STOCKPILED LIMER❑CK FREE TOPSOIL) c L w � N EXISTING LIMEROCK-FREE S❑IL OR CHECKED: QTY SYM DESCRIPTION SIZE SPACING NOTES INCHES 5 O UP ULMUS PARVIFOLIA "DRAKE ELM" 10'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE 10 8 0 IAS ILEX X ATTENUATA "EAST PALATKA HOLLY" 10'-12' x 3-4' 2" CAL., FTG, MATCHED AS SHOWN N, FYN, FF, WW 16 5 0 LI LAGERSTROMEIA INDICA "NATCHEZ CRAPE MYRTLE" 8' x 4', 3 TRK, 4' CT, MATCHED AS SHOWN FYN, FF, WW, OHE 10 26 EU DLC LOROPETALUM CHINENSE "DWF RED RAZZLEBERRY" 18" x 18", FULL, MATCHED 36" OC. FYN, FF, WW 36(TOTAL) 53 O LJ LIGUSTRUM JAPONICA "LIGUSTRUM" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW 87 IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16" x 16", FULL, MATCHED 36" Off. N, FYN, FF, WW SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR. SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL. PLANT LIST LEGEND: N -NATIVE, FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) PLANTING NOTES: 1. The LANDSCAPE CONTRACTOR is responsible for verifying project site conditions and all quantities indicated on these plans before commencing any work. LANDSCAPE CONTRACTOR shall notify the LANDSCAPE ARCHITECT if soil conditions are poorly drained to determine is substitution of materials is necessary. 2. Soil tests shall be provided to evaluate various areas of the landscape (especially the parking lot islands) for pH, available nutrients, phosphorus content, bulk density, etc. This will serve to ensure proper plant selection according to prevailin soil conditions, what lime/sulphur applications are needed �if any) and long-term survival of plant material. 3. All plant material shall be Florida Grade No. 1 or better nursery grown in accordance to Florida Grades and Standards Latest "Grades and Standards For Nursery Plants, Part I AND II, "Florida Department of Agriculture And Consumer Services or To The Standards in the latest"American Standard for Nursery Stock", America National Standards Institute. 4. All plant material shall be container grown or B&B. B&B materials shall be "hardened off" root pruned during field production and shall be dug at least several weeks before planting is performed. 5. Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insects, eggs or larvae and shall have healthy, well developed root systems. They shall be free from physical damage or adverse conditions that would prevent thriving growth. 6. All plants shall conform to the varieties indicated in the plant list. 7. Substitution of plant materials will not be permitted unless authorized in writing by the LANDSCAPE ARCHITECT. If proof is submitted that any plant specified in not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of contract price. 8. Plant material locations and bed outlines shall be staked or flagged on site by the CONTRACTOR and shall be adjusted if required to fit actual as -built conditions on site and approved by the owner or owners representative. 9. All proposed tree planting locations shall be staked or flagged before installation by the LANDSCAPE ARCHITECT and approved by the owner or owners representative. 10. The CONTRACTOR shall estimate the depth of the planting hole by measuring the distance between the point where the topmost root emerges from the trunk and the bottom of the root ball. The planting hole shall be slightly shallower than this distance. No more than 2 to 3 inches of the root ball needs to be above the soil unless the site is poorly drained. Poorly drained soil requires planting depths even or higher. Planting holes dug too deep are required to have soil added to the bottom and loosely compacted. If planting holes should fill with water as it is dug, position the bottom of the root ball above the water and mound soil to cover the sides of the ball. The hole shall be at least 1.5 times the diameter of the root ball. Wider holes shall be used for compacted soil and wet sites. 11. The soil shall be freshly tilled and large clods of soil broken up. The growing medium shall be settled and firm at the time of herbicide application. Herbicides may be mechanically incorporated by mixing into top layer at a depth of 1-3 inches. 12. All backfill around plant material shall be worked firmly by slicing a shovel down into the backfill 20 to 30 times around the tree as you add backfill soil. Large clumps shall be broken up. Do not pack the backfill. Only step firmly on backfill soil to stabilize the root ball. The top of the root ball shall remain 1 inch (small trees) to 3 inches (large trees) or approximately 10% above grade. Do not over -pack the loosened soil when wet. Add 10 to 20 gallons of water to the rootball and backfill. Fill in any holes or depressions with backfill soil. Do not attempt to eliminate air pockets by compaction. Water infiltrating the backfill soil will eliminate large air pockets. 13. LANDSCAPE CONTRACTOR shall bear final responsibility for proper surface drainage of planted areas. Any discrepancy in the drawings, obstruction on the site, or prior to work done by any other party, which the CONTRACTOR feels precludes establishing proper drainage shall be brought to the attention of the LANDSCAPE ARCHITECT for correction or relief of said responsibility. 14. When planting on slopes, set tree so top -most root in the ball on the uphill side is even with the soil. The side of the root ball on the downhill side will be well above the surrounding soil. Soil shall cover the sides of the root ball. Mulch shall cover the edge of the rootball and not piled on top. 15. Planting beds shall be cut or edged to form a uniform clean line between beds and lawn areas. 16. After all plant material in a plant bed area has been installed and approved, the areas between plants shall be raked to an even grade to conform to premulching finish grades. All planting beds and plant saucers shall then be uniformly covered with a minimum four inches of #2 grade or better of pine bark mini nuggets. 17. Before fertilization a soil and/or foliar nutrient analysis shall be performed to determine whether phosphorus fertilizer with 30% slow release nitrogen will be required. All planting bed areas shall be fertilized approximately 4-6 weeks after installation. ANCHOR SYSTEM 1 2X2 PINE OR STEEL U -CHANNEL FENCE POST ANCHOR STAKE ONE ON EACH SIDE OF ROOTBALL (1 OR 2 PER TREE) ROOTBALL TREE TRUNK ANCHOR SYSTEM 2 3/4' WIDE POLYESTER STRAP WITH TOGGLE ANCHOR TENSION STRAPPING OVER 2X4 BOARD (I OR 2 PER TREE) ROOTBALL TREE TRUNK 3/4' STRAP THROUGH 3/4' WIRE, CINCH BUCKLE TENSIONED TIGHT OVER 2X4 WOOD BOARD (LENGTH EQUAL TO ROOTBALL DIAMETER) TOP OF ROOTBALL 2' ABOVE BACKFILL-� 3/4' WIDE POLYESTER STRAP WITH BLACK PLASTIC OR METAL TOGGLE - 2 OR 4 PER TREE (ANCHOR SYSTEM 2) TOP OF ROOTBALL 2' ABOVE BACKFILL 18. Plant material soil shall be "native" soil that was removed from the planting hole. If soil is badly contaminated, good quality soil shall be used as replacement after contaminated soil has been completely removed from planting area. 19. After sodding is completed, the entire side areas shall be watered by hand or irrigation system each day for two weeks. After approximately one month of installation, sodded areas shall then be top dressed with a 15-0-15 commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square feet of area in an evenly broad -case pattern. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading preparation for planting. Apply pre -emergent to all beds prior to planting. 21. Rough grades will be established by the owners general contractor at approximately 3 inches below curbs, sidewalks, hardscape amenities, mowing strips and abutments. All materials shall be a minumim 30" from buildings or walks. 22. CONTRACTOR shall coordinate construction of planting areas with installation of irrigation system. 23. Where seeding may be required on the plans, germination rate shall be the maximum percentage required for the variety specified at the rate of application specified. 24. Sod areas shall be SPECIFIED Grass. Grass for sodding shall be freshly cut in squares one foot wide by two feet long. Sod shall be healthy, free of insects and weeds, in naturally flourishing conditions. Dry, brown and unfresh sod will be rejected. 25. Sod shall be laid end to end and side to side in a staggered line to form a uniform layer. All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. 26. After sodding is completed, the entire sod areas shall be watered by hand or irrigation system each day for two weeks. Sodded areas shall then be top dressed with a commercial fertilizer as directed herein at the rate of 12 pounds per 1000 square feet of area in an evenly broad case pattern. 27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining all plant material on site during and before planting, until the work in accepted by the LANDSCAPE ARCHITECT and/or owner. The LANDSCAPE CONTRACTOR is responsible for removing tree stakes after tree is established. 28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to be healthy plants and in flourishing condition of active growth for ninety (90) days from final inspection and acceptance. All trees shall be guaranteed an additional one year from final inspection and acceptance. 29. The LANDSCAPE ARCHITECT, owner or owners representative shall have the right to reject any and all work which in his opinion does not meet with the requirements of the specifications at any stage of the project operation. 30. In general, the work shall proceed as rapidly as the site becomes available. Keep all areas of work clean, neat, and orderly at all times. 31. There will be special care to all existing trees to be retained on site to avoid construction damage. 32. An automatic irrigation system is to be provided and a shop drawing of the layout and design must be submitted to the governmental agency, for review and approval, prior to installation. 33. Irrigation system shall be fully automatic, providing 100% coverage to all planting areas, with all pop up heads in lawn area. 34. Irrigation station shall be set where there will be no mixing of shrub and lawn areas, fixed spray heads with gear driven heads or impacts. Shrub risers shall be minimum 2.5' from EOP and all heads minimum 2' from buildings. 35. A double check backflow prevention (or approved equal); equal to a DCA -100; to be mounted in a rectangular valve box (12"x 10") on the service side of the meter and immediately adjacent to the water meter. 36. After the landscape plan is approved by the governmental agency any subsequent changes must be resubmitted for review and approval. 37. Shade trees shall be planted minimum 4' from EOP and 25' from OHE. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. Sod all 4:1 or greater slopes. Seed all other disturbed areas. 39. B&B strapping wire, and any synthetic material shall be removed prior to fianl inspection. Wire baskets should be cut 8" below grade. 40. A mulch. ring for all newly planted trees shall be provided at least (5) five feet in diameter and not closer than 6 six inches from tree trunk. 41. Soil in tree islands shall have at least(12) twelve inches of suitable soil and be void of any construction debris orunsuitable materials. 42. Tress must be a minimum (7.5) seven and one half feet from water lines. 43. Irrigation will be provided with eitheran automatic irrigation system or hose bibs within (50) fifty feet of all newly planted materials, unless approved alternate means of establishment of planted materials is provided. 44. Shrubs shall not be planted closer than (2.5) two and one half feet from any structure. 45. All projects shall be required to submit one photo of all specified plant materials and one group phot of each specified plant material. -ROOTBALL DIAMETER 1 1/2 X BALL DIAMETER BED WIDTH VARIES (TYP.8') SHRUB PLANTING DETAIL REVISION do E3P# SFGNED -SINGLE OR MULTI -TRUNKED TREE -WATER BAG IF NO AUTOMATIC IRRIGATION IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ALL NYLON STRING, STRAPS, & PLASTIC WRAP -WOOD SCREW -OPTI❑NAL TEMP, MULCH DAM AROUND ROOTBAL (NO SOIL) -3' MULCH SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) EXISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) B EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE ' POST ANCHOR STAKE (ONE ON EACH SIDE OF ROOTBALL (ANCHOR SYSTEM 1) SCALE: NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE • U Of SHRUB O 0% ❑PTI❑NAL TEMP, MULCH DAM 00 Q Z� AROUND R❑❑TBAL (N❑ S❑IL) O Z J� 00 3' MULCH (L 0 0 SOIL MIX (1/4 S❑IL CONDITIONER & 3/4 YELLOW SAND J D OR STOCKPILED LIMER❑CK FREE TOPSOIL) c L w � N EXISTING LIMEROCK-FREE S❑IL OR CHECKED: J L_ Q YELLOW SAND (COMPACTED) J --J y 8 EQUALLY SPACED VERTICAL SPLICES U Z IF ROOTBALL IS CONTAINER GROWN -ROOTBALL DIAMETER 1 1/2 X BALL DIAMETER BED WIDTH VARIES (TYP.8') SHRUB PLANTING DETAIL REVISION do E3P# SFGNED -SINGLE OR MULTI -TRUNKED TREE -WATER BAG IF NO AUTOMATIC IRRIGATION IF B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE & ALL NYLON STRING, STRAPS, & PLASTIC WRAP -WOOD SCREW -OPTI❑NAL TEMP, MULCH DAM AROUND ROOTBAL (NO SOIL) -3' MULCH SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND OR STOCKPILED LIMEROCK FREE TOPSOIL) EXISTING LIMEROCK-FREE SOIL OR YELLOW SAND (COMPACTED) B EQUALLY SPACED VERTICAL SPLICES IF ROOTBALL IS CONTAINER GROWN 2 - 2X2 PINE OR STEEL U -CHANNEL FENCE ' POST ANCHOR STAKE (ONE ON EACH SIDE OF ROOTBALL (ANCHOR SYSTEM 1) SCALE: NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE • U Of Z O 0% 0 Z00 00 Q Z� LL O Z J� 00 • /'�f {. (L 0 0 D N c L w � N DHM CHECKED: J L_ Q U J --J �-- z Z o U Z 6 Q Q Q L N Q U N LO w U) o X m Z Z o Q Q� ra U s 000 LN - p 0 o -0 ' CO _J ®0ee�� 11,22.16 LiJ Of Q O (6 0 Z LL O _ D Q M m m DHM CHECKED: J N/ Q 1: 20 U --J W (� Z Z Q J Q LANDSCAPE PLAN 04.28.14 © JANET 0. WHITMILL,R.L.A.,INC. Copyright, Janet O. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. LL1 N N O � 1 DRAWING NO. 0 (6 JOB NO. 16 714 DRAWN: DHM CHECKED: J N/ SCALE: 1: 20 � 1 DRAWING NO. AIN E . E J v _ ✓tJID IN UH DING HEIG i ..._ _._ �-�-ET-:::9,209-- IKKIGATION SCHEDULE SYMBOL MANUFACTUREF/MODEL QTY 9 Rain Bird 5OG-PFS 15 Strip Series 4 ® Rain Bird 18OG-PRS 15 Strip Series 5 ® Rain Bird 18OG-PRS 8 Series MPR I ® Rain Bird 18OG-PRS 8 Series MPR 2 ® Rain Bird 809-PR5 8 Series MPR I 0 Fain Bird 1806 -PRS 10 Series MPR I 0 Rain Bird 15OG-PPS 10 Series MPR I IT] Rain Bird 18OG-FPS 12 Series MPR 2 0.35 Rain Bird 18OG-FR5 12 Series MPR 2 B Two Rain Bird PCT- 10 Pressure Compensating Modules 18 SYMBOL MANUFACTUKEP/MODEUDE5CKIFTION QTY 30 Area to Receive Driphne 10' 1.58"/hr Rain Dird XFD-09 12 ,0 00 s.f. 1.30 XPD On -Surface Pressure Compensating Landscape Driphne. 1.58"/hr 90 0.9GPh emitters at 12.0" O.C. Driphne laterals spaced at O.G5 12' I G.0" apart, with emitters offset for triangular pattern. UV 3GO 30 Resistant. 1' SYMBOL MANUFACTUKER/MODEUDESCRIFTION QTY Rain bird I OOHVF in 101' Valve Box 2 Rain Bird XCF- 100-FKF in 1 2" Valve Box I rB-F1 Wilkins 975XL 1 " Backflow Freventer I © Rain Bird E51`4m 4 Station Controller I QS Rain Bird RSD-BEx Rain Sensor I Water Meter 3/4" to produce 15 gpm @ 50 psi I Irrigation Lateral Line` PVC Class I GO SDR 2G GOO J. rrigation Main Line: PVC I -1 /4" Schedule 40 245 Lf. Pipe Sleeve: PVC Schedule 40 Extend sleeves 18 inches beyond edges of paving or construction. IRRIGATION CONTRACTOR RESPONSIBLE FOP, TIIEIK OWN TAKE OFF ARC PSI GFM RADIUS PRECIP. EST 30 0.6 I 4'x 15' 1 .5,57hr SST 30 1.21 4'x30' 1.58"/hr 180 30 0.52 8' 1.58"/hr 90 30 0.2G 8' 1.58"/hr 120 30 0.35 8' 1.58"/hr 180 30 0.79 10' 1.58"/hr 90 30 0.39 10' 1.58"/hr 180 30 1.30 12' 1.58"/hr 90 30 O.G5 12' 1.58"/hr 3GO 30 0.33 1' NA I.I"hr Valve Callout Valve Number Valve Flow Valve 51ze I ! I f 1 I ` I � X 6" ftl TAPPING SUI EVE & VALVE X 6" DOUBLE CHECK DETECTOR E3ACKF_OW PREVE'\TC�R 6AY `I TE- 1 .4,',IATER 1E T ER, RRIG.AT ON . L_ .............. - �- ..._ ....._ -.._ CO PROPOSED 26,840 SF BUILDING FOOTPRINT PROPOSED 26,840 SF i BUILDING FOOTPRINT l (7) R' ----------- ---_c 2 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - An a n Z, e ()t1 Y° '' iit't' . . .......... .CON 11RE1E WALK . .......... WATERING SCHEDULE MAR (2ND SUNDAY) - NOV ( 1ST SUNDAY) Q 0 WATER NOV ( 1ST SUNDAY) MAR (2ND SUNDA),) ZONE GPM USE PRECIP. RATE DAYS - MINUTES DAYS - MINUTES 1 12,0 LOW 1,1" TUES / E - 40 MIN ERI - 40 MIN 2 4.5 LOW NA TUES / E - 40 MIN ERI - 40 MIN 3 15.0 MEDIUM 1.58" TUES / E - 28 MIN ERI - 28 MIN 1,000 MEDIUM USE IRRIGATI❑N 1,000 LOW USE IRRIGATI❑N NO WATERING TO TAKE PLACE BETWEEN THE HOURS OF 10100AM - 4100PM Ill 1" II II II II II II L.J 1 1 1 1 1 1 1 J � B 3/4 PZ111,11115-11,R"i MIN C• r SPRAY HEAD INSTALLATI❑N SCALES NETS, 1.0 GENERAL 1.1 SUMMARY: Includes but not limited to: A. Furnishing and installing sprinkler system as described in Contract Documents complete with accessories necessary for proper functioning. 1.2 SYSTEM DESCRIPTION: A. Design Requirements: 1. Layout of Irrigation Heads: a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as is required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc. b. During layout, consult with Landscape Architect to verify proper placement and make recommendations, where revisions are advisable. 1.3 QUALITY ASSURANCE: A. Regulatory Requirements: 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. B. Pre -Installation Conference: 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements prior to commencing work of this Section. C. System Adjustments: 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be with landscape area. Mainline, laterals and valves to be installed as far away from existing and new specimen trees as possible. D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. 1.4 SUBMITTALS: A. Record Drawings: 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final inspection. Drawing shall include: a. Detail and dimension changes made during construction. b. Significant details and dimensions not shown in original Bidding Documents. 2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and relevant shop drawings. 3. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of the Landscape Architect and Owner. 4. As -built drawing shall be clearly drawn. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. 6. Final payment for system will not be authorized until accurate and complete submittals are delivered to the Landscape Architect. B. Instruction Manual: 1. Provide instruction manual which lists complete instructions for system operation and maintenance. 1.5 PRODUCT STORAGE: A. During construction and storage, protect materials from damage and prolonged exposure to sunlight. 1.6 WARRANTY: A. Standard one (1) year warranty stipulated in General Conditions shall include: 1. Completed system including parts and labor. 2. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one (1) year following final acceptance. 3. System adjustment to supply proper coverage to areas to receive water. 1.7 MAINTENANCE: A. Extra Materials: 1. In addition to installed system, furnish Owner with the following items at close-out: a. Two sprinkler head bodies of each size and type. b. Two nozzles for each size and type. c. Two adjusting keys for each sprinkler head cover type. 2.1 PIPE, PIPE FITTINGS, AND CONNECTIONS: A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type, and working pressure. B. Pipe: 1. Pressure Lines: as indicated on plans. 2. Lateral Lines: as indicated on plans. 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, color coded copper conductor direct burial size 14. Tape control wire to bottom of main line every ten (10') feet. Use 3M-DBY waterproof wire connectors at splices and locate all splices within valve boxes. Use white or gray color for common wire and other colors for all other wire. Each common wire may serve only one controller. C. Add one extra control wire from panel to valves for use if a wire fails and mark the wire in the control box as an extra wire. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Gate valves: 1. Bronze construction, angle type, 150 pound class, threaded connections, with cross -type operating handle designed to receive operating key. C. Automatic Controller: 1. Make and model shown on Drawings. 2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks rectangular heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of valves. 3.0 EXECUTION: 3.1 PREPARATION: A. Protection: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense. 3.2 INSTALLATION: A. Trenching and Backfilling: 1. Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, rock -free soil or sand. 2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. 4", 6", OR 12" POP-UP SPRAY HEAD INSTALLED 4T FINISH GRADE THREADED BARBED ELL ;2 PLACES) LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE DRIPLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) \� BLANK TUBING CENTERED �\ ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT B. Installation of Plastic Pipe: 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by Manufacturer. 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches based on finish grade. 3. Install pipe and wires under driveways or parking areas in specified sleeves a minimum of eighteen (18") inches below finish grade or as shown on Drawings. 4. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads immediately adjacent to mowing strips, walks or curbs shall be one (1 ") inch below top of mowing strip, walk or curb and have a minimum of one (1") inch clearance between head and mowing strip, walk or curb. 5. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain approval of Landscape Architect prior to proceeding with work. 6. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will result. 7. Make solvent weld joints in the following manner: a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to each. b. Apply uniform coat of 711 solvent to outside of pipe. c. Apply solvent to fitting in similar manner. d. Reapply a light coat of solvent to pipe and quickly insert into fitting. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to full depth of fitting socket. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. g. Wipe off solvent appearing on outer shoulder of fitting. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the inside of pipe. I. Allow joints to set at least 24 hours before applying pressure to PVC pipe. 8. Tape threaded connection with teflon tape. 9. Install concrete thrust blocks wherever change of direction occurs a PVC main pressure lines unless otherwise detailed on Drawings. C. Control Valves and Controller: 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to applicable electrical code. 2. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. 3. Install remote control valves in valve boxes positioned over valve so all parts of valve can be reached for service. Set cover of valve box even with finish grade. 4. Install all valve boxes over nine (9") inches of gravel for drainage. D. Sprinkler Heads: 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush out system. 2. Set sprinkler heads perpendicular to finish grade. 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. E. Dripline: 1. Stake dripline every 6' with 6" sod staple. 2. Install drip zone indicator head by each drip zone control valve. 3.3 ADJUSTMENT AND CLEANING: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.5 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance. END OF SECTION INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE, ZONE VALVE INSTALLATION DETAIL SCALE: NTS REVISION BP# S DATE l l SIGNED WIRING TO CONTROLLER; PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADE; USE EXTENSION IF NECESSARY 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE IV 01MU O/Amt5GU illior C 1 ICC JDSCAPE DRIPLINE TUBING ISH GRADE DOWN STAKE: )D STAPLE EVERY 6' NOTE(S): IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BELOW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DRAWING - "AIR RELIEF VALVE KIT -AR VALVE KIT"). LANDSCAPE DRIPLINE 2" BELOW MULC Crawfori im"gation esi n, nc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAIL; cid@atlantic,net Tel: (386) 424-0027 Fax; (866) 654-2902 U Z CD 00 • Z_ 00 /r z f� z � Q C-) J � O J d N N W J � LL U Li U L LLJ J_ T > = O U CnCn � U • Q Q O� W cl a N Q Ln LTJ (n X m Z Z Q J ci� ow I LLJ 101� Q 0 Cr- Z ® I""'I'I'llll"IIII'lll'N'I`� U Q 0 m � z Q WF U - Z Cf)Z Q 1" II II II II II II L.J 1 1 1 1 1 1 1 J � B 3/4 PZ111,11115-11,R"i MIN C• r SPRAY HEAD INSTALLATI❑N SCALES NETS, 1.0 GENERAL 1.1 SUMMARY: Includes but not limited to: A. Furnishing and installing sprinkler system as described in Contract Documents complete with accessories necessary for proper functioning. 1.2 SYSTEM DESCRIPTION: A. Design Requirements: 1. Layout of Irrigation Heads: a. Location of heads shown on Drawings is approximate. Actual placement may vary slightly as is required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc. b. During layout, consult with Landscape Architect to verify proper placement and make recommendations, where revisions are advisable. 1.3 QUALITY ASSURANCE: A. Regulatory Requirements: 1. Work and materials shall be in accordance with latest rules and regulations, and other applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to these codes. B. Pre -Installation Conference: 1. Meet with Owner and Landscape Architect to discuss and clarify all aspects of job requirements prior to commencing work of this Section. C. System Adjustments: 1. Minor adjustments in system will be permitted to avoid existing fixed obstructions. 2. Mainline, laterals, and valves are shown for clarity purposes only. All irrigation equipment to be with landscape area. Mainline, laterals and valves to be installed as far away from existing and new specimen trees as possible. D. 1. Documentation and submittal of actual water supply performance prior to commencing installation. 1.4 SUBMITTALS: A. Record Drawings: 1. Prepare an accurate as -built drawing as installation proceeds to be submitted prior to final inspection. Drawing shall include: a. Detail and dimension changes made during construction. b. Significant details and dimensions not shown in original Bidding Documents. 2. Maintain, at job site, one copy of Contract Documents (as defined in General Conditions) and relevant shop drawings. 3. Clearly mark each document "PROJECT RECORD COPY" and maintain in good condition for use of the Landscape Architect and Owner. 4. As -built drawing shall be clearly drawn. 5. Submit product literature for all sprinklers, valves, pipe, wire, wire connectors and controller. 6. Final payment for system will not be authorized until accurate and complete submittals are delivered to the Landscape Architect. B. Instruction Manual: 1. Provide instruction manual which lists complete instructions for system operation and maintenance. 1.5 PRODUCT STORAGE: A. During construction and storage, protect materials from damage and prolonged exposure to sunlight. 1.6 WARRANTY: A. Standard one (1) year warranty stipulated in General Conditions shall include: 1. Completed system including parts and labor. 2. Filling and repairing depressions and replacing plantings due to settlement of irrigation trenches for one (1) year following final acceptance. 3. System adjustment to supply proper coverage to areas to receive water. 1.7 MAINTENANCE: A. Extra Materials: 1. In addition to installed system, furnish Owner with the following items at close-out: a. Two sprinkler head bodies of each size and type. b. Two nozzles for each size and type. c. Two adjusting keys for each sprinkler head cover type. 2.1 PIPE, PIPE FITTINGS, AND CONNECTIONS: A. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type, and working pressure. B. Pipe: 1. Pressure Lines: as indicated on plans. 2. Lateral Lines: as indicated on plans. 3. Risers: sch. 80 PVC, gray C. Fittings: 1. Schedule 40 PVC. D. Sleeving: 1. Schedule 40 PVC. 2.2 SPRINKLER HEADS: A. Conform to requirements shown on Drawings as to type, radius of throw, pressure, and discharge. 2.3 AUTOMATIC SPRINKLER SYSTEM: A. Control valves shall be of size and type indicated on Drawings. B. Control wire shall be UL listed, color coded copper conductor direct burial size 14. Tape control wire to bottom of main line every ten (10') feet. Use 3M-DBY waterproof wire connectors at splices and locate all splices within valve boxes. Use white or gray color for common wire and other colors for all other wire. Each common wire may serve only one controller. C. Add one extra control wire from panel to valves for use if a wire fails and mark the wire in the control box as an extra wire. 2.4 VALVES: A. Electric Valves: 1. Make and model shown on Drawings. B. Gate valves: 1. Bronze construction, angle type, 150 pound class, threaded connections, with cross -type operating handle designed to receive operating key. C. Automatic Controller: 1. Make and model shown on Drawings. 2.5 VALVE ACCESSORIES: A. Valve Boxes: 1. Ametek or Brooks rectangular heavy duty valve box with locking lid or Landscape Architect approved equal. 2. Do not install more than one (1) valve in a single box. 3. Valve boxes shall be large enough for easy removal or maintenance of valves. 3.0 EXECUTION: 3.1 PREPARATION: A. Protection: 1. Work of others damaged by this Section during course of its work shall be replaced or repaired by original installer at this Section's expense. 3.2 INSTALLATION: A. Trenching and Backfilling: 1. Over -excavate trenches by two (2") inches and bring back to indicated depth by filling with fine, rock -free soil or sand. 2. Cover pipe both top and sides with two (2") inches of material specified in paragraph above. In no case shall there be less than two (2") inches of rock -free soil or sand surrounding pipe. 4", 6", OR 12" POP-UP SPRAY HEAD INSTALLED 4T FINISH GRADE THREADED BARBED ELL ;2 PLACES) LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER DRIPLINE START CONNECTION EXHAUST HEADER DRIPLINE TEE DRIPLINE LATERAL TUBING AIR/VACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONE AT EACH HIGH POINT) \� BLANK TUBING CENTERED �\ ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV IRREGULAR AREA DIPLINE LAYOUT B. Installation of Plastic Pipe: 1. Install plastic pipe in a manner to provide for expansion and contraction as recommended by Manufacturer. 2. Unless otherwise indicated on Drawings, install main lines with a minimum cover of eighteen (18") inches based on finish grade. Install lateral lines with a minimum cover of twelve (12") inches based on finish grade. 3. Install pipe and wires under driveways or parking areas in specified sleeves a minimum of eighteen (18") inches below finish grade or as shown on Drawings. 4. Locate no sprinkler head closer than twelve (12") inches from building foundation. Heads immediately adjacent to mowing strips, walks or curbs shall be one (1 ") inch below top of mowing strip, walk or curb and have a minimum of one (1") inch clearance between head and mowing strip, walk or curb. 5. Drawings show arrangement of piping. Should local conditions necessitate rearrangement, obtain approval of Landscape Architect prior to proceeding with work. 6. Cut plastic pipe square. Remove burrs at cut ends prior to installation so unobstructed flow will result. 7. Make solvent weld joints in the following manner: a. Clean mating pipe and fitting with clean, dry cloth and apply one (1) coat of P-70 primer to each. b. Apply uniform coat of 711 solvent to outside of pipe. c. Apply solvent to fitting in similar manner. d. Reapply a light coat of solvent to pipe and quickly insert into fitting. e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to full depth of fitting socket. f. Hold in position for fifteen (15) seconds minimum or long enough to secure joint. g. Wipe off solvent appearing on outer shoulder of fitting. h. Do not use an excessive amount of solvent thereby causing an obstruction to form on the inside of pipe. I. Allow joints to set at least 24 hours before applying pressure to PVC pipe. 8. Tape threaded connection with teflon tape. 9. Install concrete thrust blocks wherever change of direction occurs a PVC main pressure lines unless otherwise detailed on Drawings. C. Control Valves and Controller: 1. Install controller, control wires, and valves in accordance with Manufacturer's recommendations and according to applicable electrical code. 2. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve box tops at finish grade. 3. Install remote control valves in valve boxes positioned over valve so all parts of valve can be reached for service. Set cover of valve box even with finish grade. 4. Install all valve boxes over nine (9") inches of gravel for drainage. D. Sprinkler Heads: 1. Prior to the installation of sprinkler heads, open control valves and use full head of water to flush out system. 2. Set sprinkler heads perpendicular to finish grade. 3. Set lawn sprinkler heads adjacent to existing walks, curbs, and other paved areas to grade. E. Dripline: 1. Stake dripline every 6' with 6" sod staple. 2. Install drip zone indicator head by each drip zone control valve. 3.3 ADJUSTMENT AND CLEANING: A. Adjust heads to proper grade when turf is sufficiently established to allow walking on it without appreciable harm. Such lowering or raising of of heads shall be part of the original contract with no additional charge to the Owner. B. Adjust sprinkler heads for proper distribution and trim to ensure spray does not fall on building. C. Adjust watering time of valves to provide proper amounts of water to all plants. 3.5 DEMONSTRATION: A. After system is installed and approved, instruct Owners Representative in complete operation and maintenance. END OF SECTION INSTALL TOP OF VALVE A MAXIMUM OF 15" FROM FINISHED GRADE, ZONE VALVE INSTALLATION DETAIL SCALE: NTS REVISION BP# S DATE l l SIGNED WIRING TO CONTROLLER; PROVIDE EXPANSION COILS VALVE BOX MOUNTED AT GRADE; USE EXTENSION IF NECESSARY 1 CF. GRAVEL SUMP AND BASE TAPE OPEN AREAS AS NECESSARY TO PREVENT SILTATION. PIPING TO ZONE IV 01MU O/Amt5GU illior C 1 ICC JDSCAPE DRIPLINE TUBING ISH GRADE DOWN STAKE: )D STAPLE EVERY 6' NOTE(S): IF PUTTING LANDSCAPE DRIPLINE UNDER SOIL, DO NOT BURY MORE THAN 2" BELOW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DRAWING - "AIR RELIEF VALVE KIT -AR VALVE KIT"). LANDSCAPE DRIPLINE 2" BELOW MULC Crawfori im"gation esi n, nc. IRRIGATI❑N DESIGN AND C❑NSULTATI❑N SERVICES Edgewater, Florida EMAIL; cid@atlantic,net Tel: (386) 424-0027 Fax; (866) 654-2902 U Z CD 00 • Z_ 00 /r z f� z � Q C-) J � O J d N N W J � LL U Li U L LLJ J_ T > = O U CnCn � U • Q Q O� W cl a N Q Ln LTJ (n X m Z Z Q J ci� ow I LLJ 101� Q 0 Cr- Z LL OQ U Q 0 m � z Q WF U - Z Cf)Z Q J Q IRRIGATION PLAN 60ZW,em V11 © JANET 0. WHITMILL,R.L.A.,INC. Copyright, Janet 0. Whitmill,R.L.A. All rights reserved. No part of this work may be used, reproduced, distributed, displayed or otherwise communicated in any form or by any means without the prior, written consent of Janet 0. Whitmill. Z O z r7 Q O UQ Z Z z O O Z 0 J O a M w O J W Q > 0 � U W N N O Q 06 I) N - W X JOB NO. .16714 DRAWN: DHM CHECKED: Jow SCALE: 1: 20 R 1 DRAWING NO. 0 UU II II II II II II II II II II II P, E 0 0 • E • Ll 0 C 9 r] 0 0 • 0 • 11 • L] ........... Lum. Lumens ....... . ............ -- .. . . . . ..... .. . ....... ... ....... ......................... . ................. LLF Description . ......... E -F ....... . . ................ ............... ..... . ... . ............ . ...... ................. . . . . ........... 4393 . ....... . . .............. . . ........ ... - .............. . .... . ...... . .............. ....... . . ......................................... .................. . ........ 0.950 . .. ....... .•........ .......... . ... . ... . .. . . .... . ................. . . . ............------------ ZL1N L48 500OLM XX 40K ----- ......... . . . .... FST XX XX 14.8 L] 0 2 0 ---- — --- !� f. Grid 3 7- 2 ec.- I ............ . .... . . ..... . ............... . . .......................... ... . ..... S�- orale REVISION BP# 15- - Girl E. -,- t -L SIGNED-L—j�.L 0 ........... Lum. Lumens ....... . ............ -- .. . . . . ..... .. . ....... ... ....... ......................... . ................. LLF Description . ......... . .... . ..... Lum. Watts ......... . ................. . . ............................... . ......... . ............. . . . . .. ............. . .. . ....... . . ................ ............... ..... . ... . ............ . ...... ................. . . . . ........... 4393 . ....... . . .............. . . ........ ... - .............. . .... . ...... . .............. ....... . . ......................................... .................. . ........ 0.950 . .. ....... .•........ .......... . ... . ... . .. . . .... . ................. . . . ............------------ ZL1N L48 500OLM XX 40K ----- ......... . . . .... FST XX XX 14.8 1215 ....... . ....... ..... 0.950 . ... SLD . ....... . ....... - - - ------ . . ....... a x-, ........ - - -------- - ---- M I-- - --- ----------- . . .............. /Min Max_M/Min .. ....... . . ......... Illuminance Fc .... 3.41 16.4 . ..... 0.3 . . ........... ... 11.37 54.67 Illuminance . . .... Fc 8.89 X38.8 0.9 9.88 43.11 0 2 0 ---- — --- !� f. Grid 3 7- 2 ec.- I ............ . .... . . ..... . ............... . . .......................... ... . ..... S�- orale REVISION BP# 15- - Girl E. -,- t -L SIGNED-L—j�.L 0 fir► C7 • pj 11 11 • 11 Luminaire Schedule Symbol. Qty Arrangement 56 SINGLE 01 58 SINGLE E 11 • • • • • • 17, • • • • Calculation Summary Label CalcType Lum. Watts Lum. Lumens Max LLF Description 42.2 4393 Illuminance 0.950 ZL1N L48 5000LM XX 40K FST XX XX 14.8 1215 0.5 0.950 SLD612840WH Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Second Floor_Workplane Illuminance Fc 10.54° 37.7 0.5 21.08 75.40 • 11 • • C] 11 11 • C • • • • p • REVISION BP# Z DATE _ I____1 SIGNED pj ........................................ ................ ............... .......... . ......................... ............. . ............. .............. ........................ ......... ........... ........................ ................. . ............................................................................ . .......................... .... ... ... ......................... ... ... ..... ........ . ......... . ..... ......... .. ..... ........ ...... ..... . ............................ ........................................................... . ............................... .......... . ....................... ........................... ............................................ .... ......... ........... .. ... .. .......................... ........... ..................... . ............ . ................................................ .......... ... .... ... ................................... ....... ........... ..... ... ..... ...... - ............................................ . ...................................................................................... . .............................................................. ....................... ...................................................... .............................. . ............................................................. .................. .... ... .... .... ... ............................ ............. . .......... ................. ....................... ................... .............. . . . . .. . ............ . . . ......................... Li r-------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --------------- 1A .................. . .... . ............ . ........ F= iLuminaire Schedule I PSymbol Qty Arrangement Lum. Watts Lum. Lumens �.LF Description 42. 2 4393 Q 950 ZL1N L48 500OLM XX 40K FST XX XX 63 SINGLE 28 SINGLE 14.8 1215 0,950 SLD612840WH (D REVISION BP# -- Calculation Summary Min Avg/Min Max/Min n i s Avg Max DATE La CalcType -- ---- Label 33 .03 138.67 Fc 9.91 41.6 0.3 SIGNED_----� Third Floor I Workplane Illuminance 1.9 1.9 '1:6 1.5 1.7 2.0 1.8 i,7 1.3 1.6 '1.9 1.9 1.8 '-.5 F72.6 2.8 2.6 2. 2.8 3.2 3.2 2.8 2.0 2.4 2.5 2.1 '.9 2..1 2.9 2.4 2.0 .9 2.1 2.5 2.6 2.2 8 2.2 2.6 2.9 2.6 1.9 2.3 2.4 2.0 2.1 2.5 2.4 2.0 2.5 2.4 2.5 2.1 2.0 2.4 2.3 1.9 2.6 2,5 2.6 2.2 2.0 2.4 2.4 2.0 2.6 2,6 2.8 2.2 2.6 2.7 2.9 2.4 2.0 2.7 3.2 2.8 2.3 2.1 2.2 2.9 2.0 2.0 2.6 2.6 2.6 2.2 2.1 2.4 2.5 2.2 2.1 2.2 2.9 3.3 2.8 2.4 2.1 2.4 2.4 2.6 2.1 2.0 2.6 2.5 2.5 2.2 7.9 2.4 2.7 2.7 2.5 2.1. 3.2 3.6 4.0 3.9 3. 3.5 4,1 4.7 4.5 3.6 4.0 3.4 2.8 ' .3 2.6 3.2 3.8 3.6 7 3.7 4.1 3.5 2.9 .3 2.9 3.5 4.1 3.8 2.7 3.2 3.2 2.16 2.7 3.3 3.9 3.6 3.] 4.0 3.4 2.8 2.6 3.1 3.8 3.5 3.7 4.1 3.5 2.5 2.6 3.2 3.8 3.6 3.8 4.2 3.7 2.9 3.3 3.9 3.9 3.3 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2.8 3.2 3.0 2.9 2.5 2.8 2.8 3.0 2.5 2.5 2.5 2.9 2.9 2.6 2.5 2.9 2.9 3.1 2.6 2.5 2.6 2.9 2.9 2.6 2.6 3.1 3.0 3.2 2.7 2.9 3.1 3.4 3.5 3.1 7.3 8.6 * 9.1 8.1 9.9 15.9 2 3.3 3.9 3.9 3.8 3.3 2.8 3.3 3.9 3.8 3.1 3.1 3.9 3.5 3.4 2.9 2.8 3.3 3.9 3.9 3.2 3.1 4.0 3.6 3.5 2.9 3.2 3.7 4.2 4.1 3.3 3.6 4.6 4.2 4.1 3.6 7.9 9.7 ].0.5 ].0.8 9.0 8.9 13.3 i 4.7 6.1 6.2 4.9 4'.0 3.9. 4.2 5.3 6.6 '4.5 '4.6 5.8 5.8 4.5 3.6 3.4 4.2 5.4 6.7 4.6 4.6 5.9 5.9 4.6 3.6 3.9 4.7 5.9 7.0 6.9 5.2 6.6 6.6 5.4 4.9 6.2 i0.0 17.8.. 11.7 9.7 7.7 10.2 1 7.4 11.5 8.9 6.5 4.9 4.2 5.5 7.6 10.2 9.8 7.3 11.0 8.5 6.1 4.5 4.3 5.5 7.7 70,2 9.8 7.3 7.1.1 8.6 6.3 4.5 4.9 6.2 8.3 10.9 II, 5.2 12.0 9.6 7.3 5.7 8.4 10.4 12.9 15.2 11. 6.2 7.8 , 15.9 17.5 13.3 9.6 5.7 4.9 8.4 11.4 15.5 19. 19.5 16.9 12.8 9.2 5,4 5.0 8.4 11.4 15.5 19. 19.6 '16.9 12.8 9.4 5.7 5.6 - 9.2 12.3 16.6 20. 16.9 18.2 14.3 11.0 7.3 8.9 12.7 16.0 19.9 22. 4.2 4.3 8.9 11. m e n s 11.8 16.9 22.7 26.0 24.0 18.5 12.9 30.5 19.2 '21.8 30.7 35.7 32.9 23.8 15.91 . ... ...................:_..___.._..................... ........................__._.._..................................-- SINGLE .9 i5.0 23.5 33.5 38.8 35.1 25.8 17. 2 20.3 .3 15.1 22.5 30.5 34.7 31.8 24.3 17.0 1.8 15.7 22.3 29.5 33.3 30.4 23.5 16.8 2.3 16.16 24.1 32.9 37.5 33.5 25.1 I7. 2; 2.6 16.8 24.8 ORMP4.3 25.0 16.7' L_um_inaire Schedule _Symbol Qty 46 Arrangement . m e n s 1.2 16.3 22.9 29.8 30.5 27.9 20.9 14.4 . ... ...................:_..___.._..................... ........................__._.._..................................-- SINGLE 2.9 17.3 21.2 20.2 20.3 19.0 15.1 11.0 7.5 21.6 23.1 _ . 2.6 2 27.0 18.8 11.9 7.3 4.8 I 3.5 7.4 331.5 129.7 22.1. 13.3 7.9 5.1 '3.7 4.8 3 21.1 12.9 7.7 5.0 3.6 9.3 24.4 22.1 16.7 10.8 6.8 4.6 3.4 3.7 16.7 .17.4 9.4 8.4 10.2 11.3 11.2 9,3 11.9 0.0 12.2 15.8 15.6 14.6 16.2 i6.0 13. 16.4 11.3 .2 16.8 16.8 18.8 19.9 22.9 22.6 19. 16.1 L_um_inaire Schedule _Symbol Qty 46 Arrangement . m e n s L F e s c r 1 p ° -n- _..-- ....... _ SINGLE _ ..... __.......... 42.2 4393 . I(I- .................. ... -- ...._._ 0.950 ..__. .._._..-.__....__......... __.:...._.... . ZL1N L48 5000LM XX 40K FST XX XX . ... ...................:_..___.._..................... ........................__._.._..................................-- SINGLE ..................... 14,8 1215 ................. 0.950 . . .............................................. � ........ - .............. ............. _ ... ....... ..... .......... ............ _............. SLD612840WH _ . 9.4 14.4 21.9 30.2 33.2 26.9 18.5 11.9 8.5 7.6 8.8 12.5 18.2 23.9 25.9 22.5 16.4 11.3 8.4 7.7 9.2 12.9 16.7 29.2 25.9 22.1 16.1 11.0 8.1 7.9 8.7 '12 .2 17.8 23.6 26.0 22.9 16.9 11.7 8.8 8.1 7 ' 1 '1. 3 4 7 7 2 28.4 9.7 1.3.7 19.8 25.9 28.9 25. 19.5 ].9. 11.0 1 1 i 1 3.6 27.9 22 3 15.9 ]1.0 18 .3 7.8 9.5 13.5 19.4' 24.7 25.7 21.5 15.4 10.6 8.1 7,7 9.5 13.6 'I 9.5 24.8 25.7 21.5 15.5 10.7 8.5 8.3 10.3 14.7 20.9 26.4 27.6 23.2 17.6 13.2 11.2 11.9 13.9 18.0 22.9 28.2 29.1 25.6 21.4 17.6 '17.3 20.3 24.6 28.5 28.3 23.5 10.1 i5.2 23.0 31.3 34.1. 28.0 ].9.1 12.3 8.8 7.8 8.8 12.4 18.0 23.6 25.5 22.3 16.4 11.3 8.4 7.7 9.1 12.8 18.5 23.9 25.5 21.9 16.0 10.9 8.1 7,4 8.7 12.1 17.7 23.4 25.6 22.7 16.8 11.7 8.7 8.0 9.7 1.3.7 20.0 26.5 28.8 25.4 19.1 13.6 10.5 ].0.9 12.5 16.9 22.9 27:8 37.6 22.0 15.7 i0.8 8.2 7.8 9.5 13.5 19.3 24.4 25.4 21.3 15.3 10.5 8.0 7.7 9.5 13.5 19.3 24.5 25.4 21.3 15.4 10.6 8.2 6.6 10.7 15.0 21.0 26.9 27.1 23.6 18.4 14.6 13.3 13.5 15.1 18.3 22.2 27.8 29.1 25.3 20.8 17.0 16.7 19.8 24.9 28.5 28.3 23, 10.5 14.6 20.0 25.3 4.1 21.7 16.0 11.1 7.7 2 6.6 10.5 14.4 18.1 O. 17.1 13.3 9.6 7.6 4.8 8.1 10.8 14.8 18.3 19.2 16.9 13.0 9.9 7.3 7.7 10.3 19.2 17.9 17.9 13.6 9.9 7.5 10.8 17.0 12:8 9.3 7.4 5.0 8.4 11.3 15.3 18.6 15.2 16.5 12.5 9.1 6.1 4.9 8'.3 11.3 15.4 18.6 19.2 16.6 12:6 9.2 5. 6.5 10.3 13.6 17.8 21. 21.7 19.7 17.0 15.16 15.5 16.3 17.i 13.6 18.3 22.4 23.4 21.0 17.6 15.0 19.7 16:9 20.6 23.2 22.8 19. 11.3 14.5 17.7 17.1 .5'. 14.4 11.6 8.7 6.5 1 3 5.2 7.1 9.5 11.6 7.0 11.2 8.7 6.9 4.7 '4.0 'S.2 7.2 9.6 1.1.9 7.0 11.0 8.6 6.2 4.5 5.0 6.8 9.3 11.6 11.2 8.9 6.5 4.8 4.2 11.2 8.4 6.1 '4.6 4.1 5.4 7.5 9.9 12.0 7.1 10.7 8.3 6.0 4.4 4.2 5:4 7.5 10.0 9.8 6.9 10,7 8.3 6.1 '4. f 6.3 8.3 11.1 14:0 I3. 10.4 15.4 15.3 16.8 19.7 21.7 '2 , .. 13.9 17.6 19.5 15.9 .1 9.1 9.6 8.2 6.7 5 9.0 5.1 6.3 5.9 .3 5.7 5.8 4.6 3.7 3.3 4.0 5.1 6.3 5.8 4.3 5.6 . 5.7 4.5 3.6 , 3.8 4.9 6.1 5.8 5.7 5.9 4.7 3.7 .7 5.8 5.8 'A.5 3.6 3.3 4.1 5.2 6.9 5.9 4.3 5.6 5.6 4.4 3.5 3.3 4.1 5.3 6.5 6.0 4.4 5.6 5.7 4.5 3. 6.1 7.9 10.1 11.1 10. 7.9 10.9 14.7 19.2 25.9 29.3 25 18.4 24.2 25.4 '21.0 6.4 8.1 8.5 8.4 7.2 0 3.1 3.7 3.7 3.9 .9 3.8 3.5 3.4 2.9 2.7 3.1 3.7 3.6 3.0 2.9 3.8 4.0 3.9 2.9 3.0 3.6 3.5 3.8 3.8 4.1 3.5 2.9 2.0 3.0 3.6 3.4 2.9 2.7 3.2 3.8 4.3 3.9 2.9 3.7 3.4 3.3 2.8 2.7 3.2 3.8 3.8 3.1 3.0 3.8 4.0 3.4 2. 5.8 7.5 9.5 10 9.7 5.7 7.8 10.3 17.6 30..1 .6 31 22.7 31. 33.9 26.6 6.2 7.5 8.7 8.6 7.7 3 2.7 3.0 2.9 2.5 .3 2.9 2.8 2.8 2.5 2.3 2.7 3.0 2.9 2.4 2.3 2.9 2.8 2.8 2.5 2.6 2.9 2.6 2.9 2.4 2.8 2.9 2.5 1.8 2.4 2.5. 2.6 2.5 2.3 2.7 3.0 2.9 2.9 2.3 2.9 2.7 2.8 2.4 2.4 2.8 3.1 3.0 2.5 2.3 2.9 2.8 2.9 2. 5.3 6.8 8.3 9.4. 6.9 2.6 3.7 6.0 13.8 27.4 .6 30 23.5 32. 35.3 27.9 5.9 7.3 8.• 8.3 7.5 2 2.6 2.7 2.8 '2.4 .1 2.3 2.7 2.6 2.5 2.3 2.7 2.7 2.7 2.3 2.1 2.3 2.7 2.6 2.5 2.6 2.6 2.7 2.3 2.3 2.7 2.6 2.5 .9 2.4 2.5 2.7 2.5 2.3 2.6 '2.9 2.8 2.3 2.2 2.9 1.9 2.6 2.5 2.4 2.7 2.8 2.9 2.4 2.2 2.5 2.8 2.6 2. 4.6 5.6 16.9 7.5 7.3 3.9 4.6 8.5 13.9 20.9 25.3 23 19.8 26.9 28.5 23.2 .1 6.2 7.2 7.2 6.9 5 3.1 3.3 3.3 2.9 .9 2.8 2.9 3.2 3.0 2.7 3.2 3.3 3.2 2.8 2.4 2.8 3.2 3.2 3.0 3.0 3.2 3.2 2.8 2.8 3.2 3.2 3.0 .3 3.0 3.1 3.2 '2.8 2.7 3.1 3.2 3.2 2.8 2.5 2.9 3.3 3.2 2.8 2.7 3.2 3.3 3.4 2.9 2.6 3.0 3.3 3.2 3. 3.7 4.5 5.4 5.7 5.5 3.1 4.7 6.8 10.0 13.6 15.6 i4 14.2 7.8.1 18.6 16.0 4.0 4.8 5.3 5.4 4.9 3 5 3.9 4.9 4.4 3.9 1.1 3.8 4.3 4.3 3.9 3.5 4.0 'A.4 4.3 3.6 3.1 3.8 4.2 4.3 3.9 3.9 4.3 4.3 3,8. 3.7 4.3 '4.3 3.9 3.2 4..0 4.3 4.3 3.7 3.4 '4.0 4.3 4.3 3.7 3.3 3.9 4.2 4.3 3.8 3.4 9.0 4.4 '4.4 3.9 3.4 9.0 4.4 4.3 3. 5.2 9.0 8. 9.3 11.2 11.5 10.1 2.9 3.5 3.8 3.9 3.5 5 5.1 5.8 5.8 5.1 .0 4.9 5.6 5.8 5.2 4.4 5.3 5.8 5.5 4.8 4.0 4.9 5.7 5.7 5.1 5.1 5.7 5.6 5.0 4.9 5.6 5.8 5.2 4.3 5.3 5.8 5.5 4.8 4.3 5.2 5.8 5.7 4.9 4.2 5.1 5.7 5.7 5.0 'A.2 5.2 5.8 5.8 5.1 4.4 5.3 5.6 5.7 4. 22.5 31.31.-1.2 21.2 12.6 7.2 9.9 3.1 6.0 6.0 5. 6.3 7.3 7.5 6.7 2.0 2.5 2.8 2.8 2.6 7 6.2 7.1 7.1 6.3 .8 6.0 7.0 7.0 '6.3 5.3 6.5 7.1 6.8 5.7 4.7 6.0 . 6.9 7.0 6.2 '6.2 7.0 '6.9 6.0 5.9 6.9 7.1 6.3 .2 6.5 7.1 6.8 5.8 5.1 6.3 7..1 7.0 5.9 5.0 6.2 7.0 7.0 '6.1 5.0 '6.3 7.1 7.1 '6.2 5.2 '6.5 7.1 7.0 6. 22.5 31.0 35.1 30.5 21.0 12.6 7.4 4.5 4.3 4.5 4.3 3. I 6.5 ` 7.10 7.4 5.6 .9 6.3 7.. 7.4 6.6 5.5 6.9 . 'a 7.1 6.0 4.9 6.3 '7.2• 7:3 6.5 6.5 7.f 7.3 6.4 6.3 7.3• 7.3 6.7 .5 6.9 04 7.1 6.0 5.3 6.7 740 7.3 6.2 5.2 6.6 7� 7.3 6.9 5.2 6.6 7 .f 7,4 6.5 5.5 6.9 0 7.3 6. 17.2 22.5 4.5 21.6 16. 5.8 6.7 6.7 5.9 .5 5.7 6.6 6.7 5.9 5.0 6.1 6.8 6.9 5.4 4.5 5.6 6.5 6.6 5.8 5.8 6.7 6.6 5.7 5.6 6.6 6.7 6.0 .9 6.1 6.7 6.4 5.4 4.8 5.9 6.7 6.6 5.6 4.7 5.9 6.7 6.16 5.7 4.7 5.9 6.7 6,7 5.8 4.9 6.1 6.8 6.6 5. 11.2 13.9 10.8 10. '7.5 5.1 5.1 4.6 .6 '4.4 5.0 5.1 4.5 3.9 4.7 5.2 5.0 4.3 3.6 '4.4 5.0 5.1 4.5 4.5 5.1 5.0 4.4 4.4 5.0 5.1 4..6 4.7 5.1 '4.9 4.2 3.8 4.6 5.1 5.0 'A.4 3.7 4.6 5.1 5.1 4.9 3.8 4.6 5.2 5.1 4.5 3.9 4.7 5.2 5.1 4. 6.9 6.9 .2 4.9 5.7 3.2 3.6 3.6 3.3 .6 3.2 3.6 3.6 3.2 2.8 3.4 3.6 3.5 3.1 2.6 3.2 3.5 3.6 3.2 3.2 3.6 3.6 3.2 3:1 3.5 3.6 3.3 i.9 .8 3.4 3.6 3.5 3.0 2.7 3.3 3.6 3.5 3.1 2.7 3.3 3.6 3.6 3.2 2.8 3.3 3.7 3.6 3.2 2.9 3,4 3.7 3.6 3. 4.4 4.3 .3 3.1 3.6 , ' 2.2 2.5 2.5 2.3 .8 2.2 2.5 2.5 2.3 2.0 2.9 2.5 2.5 2.2 1.9 2.2 2.5 2.5 2.2 2.3 2.5 2.5 2.2 2.2 2.9 2.5 2.2 .9 2.3 2.5 2.9 2.1 1.9 2.3 2.5 2.5 2.2 1.9 2.3 2.5 2.5 2.2 2.0 2.4 2.5 2.5 2.3 2.0 2.4 2.6 2.5 2. 2.7 2.9 2.2 2.1 L_um_inaire Schedule _Symbol Qty 46 Arrangement L u m • Watts um -'-----L...__ m e n s L F e s c r 1 p ° -n- _..-- ....... _ SINGLE _ ..... __.......... 42.2 4393 . I(I- .................. ... -- ...._._ 0.950 ..__. .._._..-.__....__......... __.:...._.... . ZL1N L48 5000LM XX 40K FST XX XX . ... ...................:_..___.._..................... ........................__._.._..................................-- SINGLE ..................... 14,8 1215 ................. 0.950 . . .............................................. � ........ - .............. ............. _ ... ....... ..... .......... ............ _............. 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7.4 8.8 24.0 14.7 6.7 18.0 '11 .8 7.0 12.1 8.5 5,4 9.5 5.6 4.2 7.4 8.2 5.2 3.9 11.4 8.0 5.2 17.0 '11.4 6.7 23.6 14. 4.9 26.5 12.8 7.1 22:8 14.3 8.2 16.5 11.2 6.8 11.6 9.1 7.5 5. 7 5.3 4. 9.0 5,9 9.0 11.2 7.3 5.2 7.5.8 10.8 6.7 22.2 26.6 14.1 1. 8.1 24.7 15.1 7.0 18.4 11.9 7.2 '12.6 8.3 5.8 8.9 6.1 4.4 7.5 3.4 2.8 8.0 4.9 '3.6 10.7 7.2 4.8 16.2 10.7 6.3 22. 11. 4.6 26.5 13.0 7.7 25.3 15.7 9.2 20.5 12.7 7.9 .15.9 9.8 6.5 i 7 8 5 4 11.6 11.0 7.4 0.3 4.6 6.4 0.3 9.0 6.7 9.2 8.4 6.3 7.6 7.0 5.9 .6 1.2 3.5 !E 3.9 I2 8 €.................................._...._................. 4,3 3.1 4.3 3.1 4.0 2.7 .............._.____�..__'.____._'-_.___..._. 3.9 3.2 4.6 4.6 3.9 3.fi 3.5 2.8 ..._.._._...._.................................................. 3.3 2.9 5.2 3.1 4.6 3.8 3. 3.4 2.9 2. ...... ..._ ................_..__......_....____._.____.__.._.....__._._.__.__._...... .......... ........... _.._. _. ........................ ..............__............._.._............................................ 3.2 2.5 3.9 2.9 4.6 4.2 3.4 2.9 ......... ._._...................................._...__.................... 4.0 2.3 4.3 2.7 3.6 2.8 2.9 2.3 2.6 2.1 ...._......_.......___.-_"...._........................ 3.2 2.5 3.9 2.9 3.8 3 0 2.7 2 1 ..........._............................................__.____...._..__._.._ 4.1 4.6 2.2 2.8 3.9 2.9 3.2 2.5 2 7 2 1 __.___._:__.._............_..._............................ 2.7 2.2 3.3 2.6 4.0 2.6 3.9 2.2 4.1 2.8 .........................................._......_........................_.. 9.9 3.1 3.7 2.8 3.0 2.9 2.8 2.2 .............. _:............................._._..._......._..._..._..__. 3.3 2.6 3.8 2.6 3.8 3. 2.3 2. ........___...._..........__._..._.................................... 4.8 3.3 5.5 4.9 3.5 3.7 4.2 3.3 3 1 2 5 ........._.................._............_............e._._..._.. 3.7 3.0 4.3 3.9 5.0 4.7 3.9 3.9 _ 4.1 2.3 4.4 2.8 3.8 2.9 3.1 2.9 2.9 2.9 3,6 2.7 3.6 2.6 3.0 2.1 3.3 2.3 5.1 3.1 4.4 3.3 3.7 3. 2.9 2. 3.1 2.5 3.8 3. 0 4.5 3.0 4.2 3.0 4 4.2 2.4 4.6 3.0 4.0 3.0 3.2 2.5 2.2 1.7 2.6 2.0 3.3 2.0 3.3 1.8 2.8 41.9 4.7 2.6 5.6 3.2 5.1 3.5 9.4 3.2 3.8 2 8 3.5 9.6 2 5 3 1 4.9 3A '4,6 3.3 4.1 2 9 .5 .8 1 1.6 1.5 1.4 2.0 2.5 2.7 2.5 2.2 1.8 2.1 2.4 2.4 2.2 .4 Luminaire Schedule - -- - -- _ -Symbol Qty Arrangement _ Lum. Watts Lum. 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Watts Lum. Lumens LLF Description -- - - 63 SINGLE 42.2 4393 0.950 ZL1N L48 5000LM XX_4OK - -_ SLD612840WH FST XX XX - -- �_ 28 SINGLE 14, 8 1215 0.950 Calculation Summary Avg Max Min 9.91 41.6 0.3 Avg/Min Max/Min - --- 33.03 138.67 Label CalcType Units --,- Thrd Floor_1_Workplane Lllumnance Fc I D 8 '� �t`�,tiG S\A- fAt1 an4-' ��, 3 z2 3 3P,t kUO4,\"(� o�3 REVIS ON 13P# DATE / / SIGNED