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HomeMy WebLinkAbout7809 Gall Blvd (2)G L 1l Ro�lOR ST SunTrust Bank TAMPA BAY HYRHILLS OFFICE 7809 Gall Boulevard ZEPHERHILLS, FLORIDA PROJECT NUMBER: 16-030 Is,Robert Reid Weddin k 1, z , -0, 0 Arch'itects & lanners Li 4112 Cypress Street - Tampa, Florida 33607 - 813-879-6996 r 612 South Military Trail - Deerfield Beach, Florida 33442 - 954-428-9361 w O U E 0 O 0 0 Q I 0 0 co i to >s 3 SYMBOLS ABBREVIATIONS B HOSE IBB N INCHES o NOT ALL LISTED ARE USED IN THESE DRAWINGS ID INSIDE DIAMETER Q, DOOR SYMBOL 13 DOOR NUMBER AFF ABOVE FINISHED FLOOR INSUL INSULATION ACC ACCESSIBLE J-BOX JUNCTION BOX o WINDOW SYMBOL �WINDOW OR STOREFRONT ELEVATION APC ACOUSTICAL PANEL CEILING LAM LAMINATE j TYPE ADJ ADJUST, ADJUSTABLE LAV LAVATORY AHU AIR HANDLING UNIT LTNG LIGHTNING ° D PARTITION SYMBOL PARTITION TYPE LETTER ALT ALTERNATE LIN LINEAR U ALUM ALUMINUM LF LINEAR FEET ROOM SYMBOL CONFERENK- ROOM NAME AB ANCHOR BOLT LLH LONG LEG HORIZONTAL U ROOM _ ROOM NULBER ANOD ANODIZE LLV LONG LEG VERTICAL _ ASPH ASPHALT MFR MANUFACTURER ATM AUTOMATIC TELLER MACHINE MO MASONRY OPENING o DETAIL SYMBOL ___(1 DETAIL LOCATION BM BEAM MECH MECHANICAL SHEET NUMBER BRIG BEARING MEMB MEMBRANE DIRECTION OF VIEW BLW BELOW MTL METAL ° SECTION SYMBOL SECTION LOCATION BW BOTH WAYS MEZZ MEZZANINE BOT BOTTOM MIN MINIMUM a SHEET NUMBER BLDG BUILDING MR MOISTURE RESISTANT ° 3 BR BALLISTIC -RESISTANT MTD MOUNTED ° INTERIOR ELEVATION INDICATOR A ELEVATION DIRECTION CAB CABINET NOM NOMINAL DETAIL LOCATION CIP CAST -IN -PLACE NIC NOT IN CONTRACT Ln C CLG CEILING NTS NOT TO SCALE 0 O - CTR CENTER OC ON CENTER 0 SHEET NUMBER CL CENTER LINE OPP OPPOSITE o C CT CERAMIC TILE OD OUTSIDE DIAMETER o REVISION SYMBOL ZL- REVISION ISSUE NUMBER CLR CLEAR OFCI OWNER FURNISHED, 0 COL COLUMN CONTRACTOR INSTALLED j KEY NOTE SYMBOL 1=� KEY NOTE NUMBER CMU CONCRETE MASONRY UNIT PTD PAINTED rn = CONIC CONCRETE P LAM PLASTIC LAMINATE CO CONCRETE OPENING PL R PLATE RENOVATION KEY NOTE SYMBOL ®- ACTION/KEY NOTE NUMBER CONT CONTINUOUS PLWD PLYWOOD CJ CONSTRUCTION JOINT PREFAB PREFABRICATED N ELEVATION MARK DIA DIAMETER PT PRESSURE TREATED DW DISHWASHER QT QUARRY TILE co DBL DOUBLE R RADIUS DS DOWNSPOUT RCP REFLECTED CEILING PLAN EA EACH REINF REINFORCED EW EACH WAY REQD REQUIRED o� EWC ELECTRIC WATER COOLER RES RESILIENT 0 ELEV ELEVATOR RA RETURN AIR �I EMER EMERGENCY REV REVISION B EQ EQUAL RD ROOF DRAIN - EQUIP EQUIPMENT RTU ROOF TOP UNIT EXIST EXISTING SHT SHEET c° EXP EXPANSION SM SHEET METAL 0 EJ EXPANSION JOINT SIM SIMILAR i EXTR EXTERIOR SC SOLID CORE 6, FWC FABRIC WALLCOVERING SF SQUARE FEET FT FEET SQ IN SQUARE INCH C3 FIN FINISH SSTL STAINLESS STEEL FIN FLR FINISH FLOOR STD STANDARD FE FIRE EXTINGUISHER STL STEEL E FEC FIRE EXTINGUISHER CABINET STRUCT STRUCTURAL co FIR FIRE RATED (RESISTANT) TH THICK FLEX FLEXIBLE THRU THROUGH `V FD FLOOR DRAIN T&B TOP AND BOTTOM FLUOR FLUORESCENT XFMR TRANSFORMER FURN FURNITURE T'P TYPICAL FV FIELD VERIFY UG UNDERGROUND > A GA GAGE UNO UNLESS NOTED OTHERWISE ° z GALV GALVANIZED VTR VENT THROUGH ROOF GYP GYPSUM VERT VERTICAL c° GYP BD GYPSUM BOARD VCT VINYL COMPOSITION TILE N H & V HORIZONTAL & VERTICAL VWC VINYL WALL COVERING HC HOLLOW CORE WCO WALL CLEANOUT HCW HOLLOW CORE WOOD DOOR WC WATER CLOSET HM HOLLOW METAL WKO WEB KNOCK -OUT ° HORIZ HORIZONTAL WD WOOD 1 2 3 4 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. LOCATION ❑ede city Torih yCID oodc•cny m St Leo ce N m � n e� fiichlond ,a sis ,ry Cypress Creek Flood ' Detmlion,AreS SEE `' zophyrnitls BELOW ® o h lrJe sley Chapel South _ Zephyrhills Zephythllla `J sa • Skydive City/Z-Hi11$ ZePhprhtlls south r r utlItItq �i Kozy Acres N s Kostclk Rd 'r'_ Otis i K( ssik Rd Kot;sik Rd ro Lowe's Horne 0 o Improvement Zephyr Commons a a Staples �i N CcreyL?;,l e n PublixSuperMarket'- Gill Ave e Vf ad" The UPS Store SITE Lilly Bea Ave m Walmort Supercenter e Now 11oI a Qid Chili's Grill &Bar vi u lgndlsve - Zro Voilheide t)r � Z I_oreo,7w F n y m r- Pumpkin Ave z o d Sbuthslde Ur - a Pretty Pond Rd Pretty Pond Rd Preliy Oak Run Apartments Sonic Drive-in n a a Tractor Supply CC z Laurel Hammock Of Hobby Lobby a Alpl`,4i Medical Arts Ct rt.. Ponora Broid Y OWNER f CLIENT LINCOLN HARRIS/SunTrust ACCOUNT 4350 CONGRESS ST. SUITE 175 CHARLOTTE, NORTH CAROLINA 28209 (704) 390-5215 FAX: (000) 000-0000 CONTACT: BOB HOAK CONSULTANTS CIVIL ENGINEER CPH, INC. 1031-C WEST 23RD STREET PANAMA CITY, FLORIDA 32405 (850) 563-1490 FAX: (850) 563-1495 CONTACT: JASON TOOLE STRUCTURAL ENGINEER McCARTHY & ASSOCIATES, INC. 2555 NURSERY RD. - SUITE 101 CLEARWATER, FL. 34624 (727) 536-8772 FAX: (727) 538-9125 CONTACT: MIKE McCARTHY CODE COMPLIANCE MECHANICAL ENGINEER ADVANCED SYSTEMS ENGINEERING INC. 13555 AUTOMOBILE BLVD. SUITE 330 CLEARWATER, FL. 33762 (727) 540-9396 FAX: (727) 540-9376 CONTACT: JOHN WOOD ELECTRICAL ENGINEER VOLTAIR 220 WEST 7TH AVENUE, SUITE 210 TAMPA, FLORIDA 33602 (813) 867-4889 FAX: (813) 867-4566 CONTACT: DAVID FREEMAN BANK EQUIPMENT DIEBOLD INC. 43 SKYLINE DRIVE SUITE 1051 LAKE MARY, FLORIDA 32746 (407) 549-2058 CONTACT: BILL LAWRENCE APPLICABLE CODES FLORIDA BUILDING CODE FIFTH EDITION FLORIDA FIRE PREVENTION CODE, FIFTH EDITION BUILDING DATA OCCUPANCY CLASSIFICATION: GROUP B - BUSINESS CONSTRUCTION CLASSIFICATION: TYPE V-B UN-SPRINKLERED BUILDING STORIES: 1 BUILDING HEIGHT: MAX. ALLOWED: 40'-0" PROVIDED: 20'-3 1/2" BUILDING AREA: 3,142 SF GROSS 56 SF UNDER ROOF OCCUPANT LOAD 3,142 s.f. / 100 S.F./PERSON = 32 PERSONS REQUIRED EXITS: MIN. REQUIRED: 2 PROVIDED: 2 EGRESS CAPACITY: MIN. REQUIRED: PROVIDED: HORIZONTAL: 32 PERSONS x .2" = 6.4" 108" TOTAL EXITS 36" MINIMUM EGRESS REQUIRED TRAVEL DISTANCE: MAX. ALLOWED: 300' PROVIDED: 85'-3" PLUMBING REQUIREMENTS MEN WOMEN REQUIRED PROVIDED REQUIRED PROVIDED WATER CLOSETS: 1 1 1 1 LAVATORIES: 1 1 1 1 DRINKING FOUNTAINS: 1 2 SERVICE SINKS: 0 1 CODE COMPLIANCE APPROVED PRODUCTS LIST PRODUCT SUBCATEGORY PRODUCT NOA CATEGORY DOORS SWINGING STEELCRAFT SERIES "H" SINGLE FLUSH NOA 15-0930.03 OUTSWING COMMERCIAL STEEL DOOR W/ MORTISE LOCKSET W/ DEAD BOLTS DOORS SWINGING STEELCRAFT SERIES "H" SINGLE FLUSH NOA 15-0427.05 OUTSWING COMMERCIAL STEEL DOOR W/ MORTISE LOCK W/ DEAD BOLT ROOFING SINGLE PLY FIRESTONE ULTRA PLY TPO NOA 13-1212.05 ROOF SYSTEMS ROOFING ROOFING METAL -ERA ROOF EDGE NOA 13-0419.03 FASTENERS TERMINATION SYSTEM DOORS SWINGING OLDCASTLE ?? NOA ?? L--J CIO I SCALE: 1/16 = 1`-0" DRAWING INDEX m � a w N LU Cn N H NAM CD oN A00.00 COVER PAGE, PROJECT INFORMATION AND • DRAWING INDEX A00.01 RESPONSIBILITY MATRIX • A00.34A FINISH SCHEDULE 1 • A00.348 EQUIPMENT & MILLWORK SCHEDULES 1 • A02.01 I CONSTRUCTION PLAN • A02.02 ROOF PLAN AND DETAILS • A04.01 REFLECTED CEILING, FURNITURE, AND FINISH PLANS • A09.01 EXTERIOR ELEVATIONS & DOOR SCHEDULE • A09.20 WALL SECTIONS • A11.01 INTERIOR ELEVATIONS • Al2.03 MILLWORK DETAILS • S01.00 I GENERAL NOTES • S01.01 GENERAL NOTES • S01.02 WIND TABLES • S02.01 FOUNDATION PLAN • S02.02 ROOF FRAMING PLAN • S03.00 FOUNDATION DETAILS • S03.01 FOUNDATION DETAILS • S05.00 FRAMING DETAILS • S05.01 FRAMING DETAILS • S05.02 FRAMING DETAILS • M-0 MECHANICAL SPECIFICATIONS & LEGEND • M-1.1 MECHANICAL DESIGN • M-1.2 MECHANICAL ROOF PLAN • M-2.1 MECHANICAL DETAILS & SCHEDULES • M-2.2 MECHANICAL DETAILS & SCHEDULES • M-2.3 FAN COIL UNIT WIRING DIAGRAM • P-0 PLUMBING SPECIFICATIONS • P1.1 PLUMBING PLAN: DOMESTIC WATER • P1.2 PLUMBING PLAN: GRAVITY DRAINAGE • P-2 PLUMBING DETAILS & SCHEDULES • E-0 ELECTRICAL LEGEND • E-2 ELECTRICAL SITE PLAN • E-2A ELECTRICAL PHOTOMETRIC SITE PLAN • E-3 LIGHTING PLAN • E-4 POWER PLAN • E-5 POWER RISER DIAGRAM AND SCHEDULES • E-6 WIRING DIAGRAM • CIVIL (REFERENCE ONLY) TOTAL SHEETS PER SET 37 L_-J 10 LI F L J/1F L I I F" L.J1I V- SCALE: 1/16" = 1'-0" I 1 ` 2 �T ; fell F-� SIVA ALL WORK SNAIL, COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND ���l��� CITY OF ZEPHYRHILLS ORDINANCES % REVIEW DATEV621 1 CITY OF ZEPHYRHI S PLAN EXAMINER LIFE SAFETY LEGEND 0 FIRE EXTINGUISHER - 75' MAX. TRAVEL DISTANCE 41-60BC UL RATING -PATH OF TRAVEL & DISTANCE ® EXIT LIGHT ' EXIT ® EXIT SIGN WITH BRAILLE ® I EMERGENCY EXIT SIGN WITH BRAILLE I I _J N COVER PAGE, PROJECT INFORMATION AND DRAWINS INDEX L' CU fN v L�: N Cam" �, C � 51 Y s U n Co M M � N N O) V '- CD 4 o _ 00 N Q M G V/ M � n� OC M W �• � L p U C A+ a7 E°' W CIO r '}j (%i iFa..N w r O . i 4 O L)ry N i Q ' ,� C O CD •� µ O a� I m a W . •a U E C:r_ 0 L� V Q E O 5 ++ = m C� _ _ CD ck� w Cn N r- 0 0 a _ U .; , as 0 "D t_ Pr W •I rl o M U � CO N cp _ N b sheet no. AOO.00 F 3 X Q - m { z O n w CY E O 6 O Q I 0 rn O to c a 0 c 0 0 L D 0 a� U Q 0 O c 0 - rn 0 rn O O CD OC rn O O rn T` n tv N c to O O M v-- I o) N > A 0 z N, O N N 0 Q RESPONSIBILITY MATRIX CONSTRUCTION BUY-OUT RESPONSIBILITY MATRIX Revision Due 09119il6 SITE WORK & EXTERIOR 1101 Refer to Civil drawings and site lighting sheet SE -I Survey /:Asabullts Owner provlded *xMt GC Is resperaible for engaging a construction layout surveyor as required far the construction of the proposed improvements and structuras. As built drawings of the sits utilicles and paving will be rtqulred to be submkted to the project enginaor for -certification purposes, Site Lighting - Fixtures If required (Site It-Sli fixture is a bads -of design - substitutions permitted but roust be reviewed by Architect) Site Lighting - Poles & Bases If squired Site Ugtrting - Electrical including slgnage- final connection by Sun7rust alga vendor Site Uglnting Survey Coordinate with Vendor Ii GC to verify tight levels at banking center exterior 0rive•Thru GC to request plywood tarmplato from Vendor B for bollard and equipment layout, Template is the same for ILT end ATM Exterior BulldinS Signsrge Coordinate with Vendor 7 GC to prvpvlde power as required, provide blsen oc4rtg as needed, d eiw nsure all intrmitnu arts sealed, Final termirmItn by owrrervandoar, Bike Ra-cic MILLWORK Millwork - Specialty Preferred PrIcInY with VEnd*r g GC to coordinate installation with Yendor 8, Mlllworkwlll be differentlued In Millwork Schedule, Perth SS surround provided and installed by Vendor & Millworit- ATM Wall Coordinate with Vendor 7 GC to coordinate installation, Millwork will be diffemantinad in Millwork Schedule. Millwork - Back of house Millwork vv111 be differentiated in Millwork Schedule. DOORS & WINDOWS Curtain Wall (Exterior) Refer to spetlfitation Storeirpnt Including herdware BR CLoorXitylar/Glass Coordlnnte With P55 (sea Ap0.D3) GC to Install fib'eJus in well and !BR door, Vendor 8 to provide Installation at teller line, 6R gloss installed by ,ww}ar vender If mplimble, Exterior Vestibule Door - (Sea note for wnvols, sand alto Security Devices under Electrical) ) Coordinate with PSS (see AOi}.{32) GC; to furnish, power and routh-frr and Install door, Reference door/eard reader on door and equipment axlradsulrs, Securit vandor to Install and supply card reader and mullion cannirn, y Ap y FINISHES Carpet/Wolkoff 714e Preferred Pricing with Vendor d GC to provide order utilising SunTruat preferred vendor. Tile floo on.g Preferred Pricing with Yendor 5 GC to provide order ut111zing SunTrmt preferred vendor, LVT Preferred pricing with Vendor-4 43C to provide order usilizing-SunTrust preferred yonder. Carpet Adhesiva I Grout 1 T'11e Underhymtnt Include moisture testing, crack supproslon membrane. SPECIALTY Fixed 0" PArtitlona Preferred Pricing with Vendor 10 Purchased through Owner Prrfered Vendors GC w Install; coordinate hold -to dirwmlons with Vendor GraphkslMarkating Coordinate with Vendor 13 Lobby Calling Sunburst/Rmyi Preferred Pricing with Vendor 8 GG to provide blotklrrg, coordinate installation by Vendor 8, Marketing Window Permanent Disphy Preferred pricing with V•andor 17 GC to order tf roujh preferred vendor. GC Installs, Slidi*Oporrable Glass Partltlon System Preferred P.rlcing with Vandor 10 Purchased thromei Owner Pstiered Vendor: GC to install; coordinate hold -to dirwulors with Vendor EQUIPiMENT Security Devitas Coordinate with PSS (see A00.02) Device and final termination by yawner. Coaordimrte with Ownw Vendor and aunTrust "t:urity specialist, Cash R-ec tier 1 Dispenser Coordinate with Vendor I I GC to coordinate Installation; rag onsible for proyl-dinj power and security at each location, Banklnj Pert herals Coordinate with Vendor IS Check scanner, teller line equipment. in pzd, GC reponslble for rxrvidln wer sand securlt nt each location. Banking Equlpmanc Coordinate with Vendor 3 Nilht OmpNeuit, Safety Deposit, Sofa, Cash safes - twice and final tarminatlon by owner, GC to co:rd'er,ato Installation: ra nslbla for prcvildilng powar and 3mcut-IV at each location. Teller Connect,' ATMs Coordinate with Vendor I Device and final termInedon by owner. GC to coordinate installation; responsible for providing power and security at aadh location. N the ecru pimaint sur•rmind requires power, GC rowtnsible for provldina mw. er, Staff Lounge Equipment See schedule on sheet A00,13 Bathmonn Acctisorles See schedule on sheet Al L 10 Speakers a Wiring (powar 1 data ! blocking) and spaaltsrs by GC 0111 d SR,gnage; Nlcrnitors / Music Equipment Coordinate with Vendor 9 Wiring (power! data I blocking) by GC; monitor, mount, playerMC, transmitter & receNar by Owner Vendor, CCTV & Alarms Coordlnate with PSS (see A0.0.02) Owner Vendor to coordinate locations and low voltage requirement with GC, FURNISHINGS ; Furniture Coordinate Whig Vendor 3 GC to coordinate with owner vendor for ddlvery and Installation. Fumitura is purchased by owner TELECOMMUNICATIONS Talephcrta Systann & Handserts Coordinate with Vendor 15 Branch opening specialist Installs after construction Printers Coat-dlnats with Vendor 15 Branch oporring:speclslist Installs edict• construction ComputersiMonitora Coorfnate with Vendor 15 Branch opening apeciallst Installs Otter construction MECHANICAL W VRF Coordinats with Vendor 14 GC to Install VRF system, AT turn to verity daslgn with vendor !14. Mechanical anginaer required to be Dlanrond DwIlper co~rt1 led, and sub-contra.t:tor required to be Diamond Installer twdfied In order w obtaln I0 year worrau7ty. Tastlnj & Stlutitlrg GC to test and bulancs all rmchanical equIpment ELECTRICAL Switch Geer Light Fixt:ursr Package Controls Oavices and CAT 5 (Pre-tarrninated) - No substitutions on preferred interior ilghting patkage, Exterior Sigrage I- F. Coordinate with Vendor 7 ftrm.je by owner vendor, Electrical by GC - Final termination by owner vendor, Security VcAce & Equiprnant Power Coordinate with Vendor 21 PSS Equipment by owner vendor, Bectilcal by CC - Final termination by owner vendor, Bwking Equiprnsnt Coordinate with Vendor I Equiprnant by owner vendor, Electrical by GC - Final termination by owner vendor. LOW VOLTAGE Security Devito, Equipmenc wiring Use approved Vendor 12 GC required to tzntratc 411recdy with preferred vendor,'Davices supplied and terminated by owner vendor, CCTV & Alarm Wh•irg Use approved Vendor 12 GC required to contract directly with preferred vendor, Devices supplied end ttrrm1nated by owner vendor, Talscom. vtics A Data Use approved Vendor 12 GC raquirad to contract directly with preferred vendor. Devices supplied and terrnlnated by owner vendor, Methanical Control Wire Use epprovad Vendor 12 Required Yendor 12 to connectJACE for equipment by Vendor It. GC to install wlring for equlpmentbyvendor 16, Ldghting Control Wh•ing Use approved Vendor 12 Rerquirsd Vendor 12 to instell :and wire 0.1 OV dimming and ccntrolL Exterior Door Controls; Wire & Chime x, i a. Use approved Vendor 12 See equipment schedule for nddidonal Intormadon, 5pnktrs & Wire Rough4n Use Vender 12 Approved GC to purtirase and install spedtw & At project locations with satellite c4h, CC to coordinate roof pen�etrationa. BUILDING AUTOMATION SYSTEM Building ,Autorm don System Use approved Vtndor 16 B,AS system purchased by GC direttiy through Vendor 16.. GC to handle installation, THIRD PARTY TESTING Conscrurtlon MAttrlds TwOng ' Includas loll tasting and tontrote ctsting for foundation only Sptciai Inspections Indudes rnaaont7, connections, weld Inspections, bolt Intrpetticris and curtain will Site Work Tasting 11 All testing related to parldrg lot installation - geotech prior w Imse Municipal Irrapectlons All rnunic1pal/partrrltting regency inspections carried by GC Roofing Inspattion l Roofing consultant to impett during mnalIntivn PERMITS Subcontractor -Farrah, Building IPcrrnit Reimbursable by owner- include an allowance in bid documents, o, Owner Cenertl Contractor Nauss i Thls Matrix Is provided to clarify and fac111tate procurement acid work coordlrlatlon responsiblilties primarily as it relates to GC work, CC tca conflrraa and determine scMe of work re-constructi on milked 1 2 Contractoli rataponsibla for receiving items delivered to d4sita'but Installed by others; includes urloading, s6rqa and filing freight claims (when damage ct=c43}, wilen dE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SCi[pair'WI AR&dl-hilrlM'd`�rdMdW,Inll"es,REPRODUCTION, REVISIONS OR EUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC W Tr slit t W�J 11ly .furl&d1n it KQonslblllty 'Matrix are to be furilshed and li7etalled by the CC; refer to clrawings Ar spectfltati-ons for additional Inforrntftro. QC CWTACTB Mohawk (IVT) -F-onty E. Brock RVPJ strategic & Global Cuatoa'ars Southeast 0 ('S78) 429-1976 sr:-csnt� r-*-c0Inoha`+rk:ind.,ctrn icww.nohav kind, cons: Te r,m- Conti-va (naxpst) I!Lchelle Boyd , T•. t-i L.L. E •d ark t: rn 8' 0.241.41902 Ext 3a9S mew. tandun-cants Y a, scan MM= 3l 1I Produkt *Las ls,ta Deur.sir.q• Fr noio,a1 0 (d7{3) 935-5E70 !"keCpro>d ut k It g I a. s. con VENDOR 121 mrrvirorane 3tal C0100rt Solutions Jonathan 9etaekorn D (980) 272-7327 C d704) 778-2272 deatxekorn3ecs-web, onum V=R 018 am Joey Middleton I"Ice pra�idertt Salea end I•Farksting 0 (S72) 772-1259 C (214) 923-1102 6 VERIFY VENDOR #1:2 WITH SLlN RIJIST PM PER LOCATION VENDOR is VEMOR *12 'VENDOR #12 Daltile (tile) Allison -Smith Now Century Cable Group Frederick Cavia Et -eve Rabideautx Michael Bffooks vs, E' tional An-c9ant Manager C (404) 4S6-9470 C (i70) S:'s-BS43 0 (972) 423--454 arabideatuy@al_iaonsriith,azra 0 17779j 333-8333 C (465) 964-3246 Tarry Harbin nbrco:ts'rflnetywenterySrcup,net im,d,altile.C= (4%4) 45w-94f4 Scot Thornag tlarbinLa llisvnarnith,con v (ry70) 333-8333 r (?"10) 633-6788 s _honeas[newcenturygr•ougs, net VBN OR ii9 CBBE {apeci.alty Millwork) lKrieti Frsnka Project ec;Coordinator instor 0 (170) 924-1.242 x224 C (77E-) 342-8272 kf renkal cbber , --set VIM OR * 14 -Mitsubishi Eleatria i n `twee . a r' a 1•atiorral Accounts Haneggr 0 (610) 873-2514 C (4Ed! 885-0710 tve.rga �:sraa ,nee:. cam VENDOR _i117 ,Arktura Rob xilian zxeautive vict Prsaeident: +0 ;"alp) $79-1002 rcb3arkt,ura, corn 7 VrNC a ii12ii12 Datamatioa Doug 5c'althcrpe n. JO 804 - 4 C ( ! 3f3 .� 0 (804) 79a-0733 ticsag..sc-;althcrps>,�datamatian- _nc.Cori 1r,at;hleen 11--uner 'v f$04) 796-€439 1'athl.se^n. brur:�.r- ��riatrans t c�zn- L-10 .: are Etkardt Electric Sut :h Dvncan C (404) 925-1955 C, 1404) 581-1623 bitsh. duncan3sutntrun t. czar Ribs Stsphens v .1770) 438- _55 rilc@ecitar•dte,lectTic. Gory VE=R *'L2 ,nt:elliruon, Ina, Mika Bullock {919) 514-$110 4 (9193 537-1949 nike0.intrellicomusa. cram Hark :taaghan 0 1 �191 9a?-1949 C 191'z�) 614-8'-11 raarkllintelli•wcmi saa,cam raven alright 0 1919) 337-1943 fawn@intallioomlasa.com VEi3O >R #12 Y.2-K T01000m, Inc. i?;ndy D az C (7f6) 2i15-7941 ,0 005) ?S9-2485 y2ktelscorn@ao-' . com OT4tMIR CONTACTS GC - PLEASM DIRECT QuEcricnS TO F;iU11-TP'.) ,T PN T7 CM4I(7,T?IJT'JG ow`IFR coil ! cr8 VENrL0R " 'NCA (ATM/Taller Connect) Ranking Center Operations Sandi 31s'nok S,wTragt Bank Cps Branch Service Rsen•w,x Subpart Spacial_st 0 J929) 425-S C2 la._+enw.�,5chulk i)`,u°t'I::, rr .•Met 8sndi,3la ock65u_n`I'r„st,c m Dm VENDOR 412 VAR #a VENDOR 47 Statewide Cabling, Inc. Starelcasa tfurniturs) A02 (>pignage) :Kurt $torch Carlos E. AcuAa-,us-,in 0 (file's) 454-1479 BE Strategic Account F 0-}snt tinrn•prn. C (407) 509-6440 Manager 0 { "# 421-1.q0: kurtdetrterria.ecablingr.?ron 0 {t15) e37-3263 C i5713 247-F0- 4 Ka,. -in Cana -.,an o cur.al!ste�lya4e.wrrrr idol ksrthient�=r';.ri.ar ,c cn 0 1800) 454-1474 ',xw.g.ealcase.Co.n C (4-47) 467-001.2 ks- irAatate:•lideti+gbling.corn VMOR 112 VMOR A 9 VENDOR All Teeth Electric Corporation 1.81 (digital mignage/ Cash #set pt+l,er/Csi pPns�r Frank Aorcan -,r. muasio/ epeaksrrs) Sor,Tr,s tt C 1919) 65-5?,53 MRriMeth Graham Er rtu.p FMi i:ir.: 0 (;29) 783-E600 0 ;330) tmorgan@t-electric, con u i333) 936-3553 F,.nusna:ss Sc v3.i;20,Sit nT:'r.nt:-ca And.re� Harris ?Isriueth,Greham.3lai- err C (919) 783-6E00 induseriaex,cmm VETZMM 112 VENDOR. !13 VENDOR #J-!� Txaavias 114otzi:o tdilltar Z*11 (graphiCS $unTrust. Tm4hne,l4ngy Charlis Cilbsrt and smerah) Plaruler• C (i15) 0-66-7Eii0 Cre!iq 'rhornpaon Steve tsar h:m 0" (•515) 46�01-9875 0 i404) 52051-1477 0 (47SS) 715Z-5:2. charlig1traaiaslectrio.com C {4D4) 519-4853 Nayne ?a.rAborn C (fi15) 312-1985 T_nmborlfba_lsouth,nst O, Owner MC, Gimera:l Contractor `Notesi I 71-ris Matrix Is provided to clarify and facil1tate procurement and work coordlnatlon r•espciislIb111dm primnrlly -ns It rchtns to GC wcsrk, GC to confirm and determine scope of worlc during pre -construction meeting. 2 Contractor is responsible for receiving items delivered to the site but Installed by others; Includes unloading, storage ^end filing freight claims (when dmiage occurs), when a purchase order- has been provided in advance. 3 Items rot specifically addressed In this Responsibility Matrix are to be furnished and lrsnitetl by the GC; refer to dr,nwhags & speclfltatlors for additior-al Informatlon, 4 Owner shall supply Contractor with po-oduet nnaterial cut sheets and/tar installation requirements for all Owner -Furnished it-erris rHor to construction. 5 Owner is responsible for coordinating sterns fuml.shed andlor Installed by direct contract vendors or its own resourcws. b Coordinate with MEP drawings 7 CC required to purchase from suppliers with whom owner has inventory prldng tgreement, GC responslble for priclr,g ;and ddlvery, Definitlonsr lavrnlsh: deans supply and delivery to project by freight on board a truck, unless o6in rwlse defined In greater decall, Install., Describes operations at project, from inspection to urloading, to cornple0on in place, ready for intended usn, v — r•r) CV CZ3 L _ N_ a, Y U � M ■ ra °' ., MNN 19 r '19 4 o rn�o 0? °' U N Q T2 00 �� Q ,,^^n c) V! 1 M C CO W o' 0 O co - C: O U C LL(0 ■1001001 m d V LE.J I U L 06 � � L ry N ■'"'J V cn L -Ja ° U � m r '5 L zT 0LL N U L �l C CD •a�j � O Cfl T � v m v o- Ll-J ELL- U c LL- 0 E , Cr rD o U O Lr . i" < C: :3 Cn L LJ N o 00 0- N �, o c 0 - a U yn aU v 0 a w a c O o r� 9L �- �, m to CO � a; U w � o l y7 o 8 19 r 10 11 ' 12 ' sheet no. RESPONSIBILITY MATRIX SCALE: AS NOTED AOO..O 1 1' H • t v V G - MARK DESCRIPTION CEILING MATERIAL A P-1 ACOUSTIC CEILING PANEL ACR-2 ACOUSTIC CEILING PANEL EXTERIOR MATERIAL AM-1 BRAKE METAL CLADDING AM-2 •• COPING AM-3 AM-4 ACM PANEL ACM PANEL EX-1 EXTERIOR CLADDING EX-2 EXTERIOR CLADDING EX-3 • EXTERIOR CLADDING EX-4 STOREFRONT FRAMING EX-5A STOREFRONT FRAMING EX-6 INTERIOR STOREFRONT GL-1 GLAZING GL-2 GLAZING GL-3 INTERIOR GLAZING LS-1 .. SUNSHADE LV-1 LOUVER FLOORING MATERIAL (PT— 1 CARPET CPT-2 CARPET LVT71 VINYL TILE T-1 I CERAMIC TILE FINISH MATERIAL SCHEDULE MANUFACTURER MODEL NAME MODEL NUMBER COLOR FINISH SIZE LOCATION TREMARKS ARMSTRONG ULTIMA TEGULAR 1912 WHITE - 24" X 24" GENERAL CEILING ARMSTRONG SUSPENSION SYSTEM - SILHOUETTE XL 9/16" BOLT SLOT - 1/8" REVEAL IN BLIZZARD WHITE ARMSTRONG TECHZONE CEILING SYSTEMS 1910 TBD - COORDINATE W T-3 TBD 6"06" PERCH 114 - G.C. TO SOURCE - - TO MATCH STOREFRONT FRAME FINISH CLEAR ANODIZED ALUMINUM VARIES; REFER TO ELEVATIONS REFER TO EXTERIOR ELEVATIONS - METAL -ERA ROOF EDGE TERMINATION SYSTEM - - STONE WHITE ABOVE EX1; DARK BRONZE ABOVE EX2; MATCH FINISH ABOVE EX3 - PARAPET CAP AT BUILDING, DRIVE-THRU ROOF, AND DUMPSTER ENCLOSURE - OMEGA PRODUCTS, LAMINATORS INC. OMEGA-LITE ONE PIECE, TIGHT FIT MOLDING SYSTEM - H-MOLDING (PART NO. 4505X) BRILLIANT ORANGE 06OM PRODUCTS, LAMINATORS INC. CERAMITEX SINTERED COMPACT SURFACES CORPORATE BLUE PERLA ELEMEX CERAMITEX SINTERED COMPACT SURFACES - BASALT GREY - - - VARIES PER SITE OLDCASTLE THERMAL MULTIPLANE SERIES 3000 - OLDCASTLE STORMMAX FG-5100T- - PRODUKT GLAS - - - PPG SOLARBAN 90 CLEAR IGU CLEAR PPG SOLARBAN 70XL 2 + CLEAR GLASS IGU CLEAR PRODUKT GLAS SERIES 80 - CLEAR CONSTRUCTION SPECIALTIES, INC. CANTILEVER TUBE SUNSHADE SYSTEM 100-3C-31 #704 SILVER CONSTRUCTION SPECIALTIES, INC. 4" HIGH PERFORMANCE DRAINABLE FIXED MULLION LOUVER A4097 #704 SILVER ENTRY/DRIVE-THRU CANOPY SATIN 48"X144" MAX; REFER TO ELEVATIONS BRIM-1116RIEXUL9WELEVATIONS SATIN 60"X125" MAX; REFER TO ELEVATIONS REFER TO EXTERIOR ELEVATIONS - - DUMPSTER ENCLOSURE CLEAR ANODIZED ALUMINUM 2" x 4 1/2" REFER TO WINDOW SCHEDULE CLEAR ANODIZED ALUMINUM 2 J" X 5" STOREFRONT FRAMING FOR FLORIDA PROJECTS CLEAR ANODIZED ALUMINUM OFFICES - 1" THICK (1/4" + 1 2" + 1 4") REFER TO WINDOW SCHEDULE - 1" THICK (1/4" + 1/2" + 1/4") MARKETING WINDOW; REFER TO WINDOW SCHEDULE REFER TO STOREFRONT SYSTEM OFFICES METALLIC COATING 8" TUBE, 4' PROJECTION EXTERIOR AT OFFICES METALLIC COATING 2'-6" X 2'-6" EXTERIOR AT MECHANICAL ENCLOSURE _ CLASS A AGGREGATE EXPOSURE - - LEVEL 2 SATIN / HONED FINISH - IT ROOM, DISPLAY AREA TANDIIS BEAUSOLEIL 1015409-006 FIBER: ANTRON NYLON, BACKING: CUSHION IRS DYE METHOD: SOLUTION DYED 15'-0" DIAMETER; 6' POWERBOND ON UP ZONE TANDUS METRI 04654 6112 DEEP BLUE, FIBER: DYNEX SD/E NYLON, BACKING: ETHOS DYE METHOD: SOLUTION DYED 9" X 36" HERRINGBONE INSTALL OFFICES AND CONFERENCE ROOM MOHAWK GROUP MASS APPEAL 859 ON THE LINE METAL 18" x 36" BOH BREAKROOM FLOORING DALTILE AMBASSADOR AM36 WANDERLUST WHITE NATURAL 12" x 24" FOH T-2 I CERAMIC TILE DALTILE T-3 PORCELAIN TILE DALTILE TS-1 CARPET TO CERAMIC TILE SCHLUTER SYSTEMS F TS-2 LVT TO CONCRETE JOHNSONITE TS-3 LVf TO CERAMIC TILE SCHLUTER SYSTEMS TS-4 CERAMIC WALL TILE TO GYP. BD. SCHLUTER SYSTEMS WM-1 I WALK -OFF MAT ITANDUS MILLWORK MATERIAL AC-1 * ACRYLIC 3FORM ML-1 MELAMINE WILSONART Lj MT-1 * METAL - PL-1 * PLASTIC LAMINATE FORMICA Lw PL-2 PLASTIC LAMINATE WILSONART PL-3 PLASTIC LAMINATE WILSONART cn PL-4 PLASTIC LAMINATE WILSONART c=n SS-1 SOLID SURFACE CORIAN/DUPONT z SS-2 SOLID SURFACE DURAT WALL BASE MATERIAL a E B-1 RUBBER WALL BASE JOHNSONITE B-2 RUBBER WALL BASE JOHNSONITE O Q B-3 RUBBER WALL BASE JOHNSONITE TB-1 CERAMIC COVE BASE JDALTILE 0 o WALL FINISH FRP-1 FRP MARLITE / MP-1 METAL PANEL SYSTEM ARKTURA P-1 PAINT BENJAMIN MOORE P-2 PAINT BENJAMIN MOORE P-3 PAINT BENJAMIN MOORE o P-4 PAINT BENJAMIN MOORE R P-5 PAINT BENJAMIN MOORE P-6 PAINT BENJAMIN MOORE P-7 PAINT BENJAMIN MOORE �.. D P-8 PAINT BENJAMIN MOORE 0 P-10 PAINT BENJAMIN MOORE P-10A PAINT BENJAMIN MOORE L P-10B PAINT BENJAMIN MOORE P-11 PAINT BENJAMIN MOORE o WT-1 FIBERGLASS SUNSHADE AMERICAN SUN CONTROL WT-2 FIBERGLASS SUNSHADE AMERICAN SUN CONTROL C' ° * = MATERIAL PROVIDED BY OWNER VENDOR c ° 0 Ln 0 0 o C r O O d s T s Q N U) L C O n O I %g O N ° E O_ N O) N > A O " z O N N O Q EXHIBITION CEMENT TERRACE SCHIENE (STRAIGHT AND RAC RENO-U JOLLY ABRASIVE ACTION II CHROMA MELAMINE ALUMINUM WOOD ALTERNATIVE LAMINATE WOOD ALTERNATIVE LAMINATE STANDARD LAMINATE HIGH WEAR LAMINATE CORIAN QUARTZ STONE MILLWORK MANDALAY TRADITIONAL TRADITIONAL EXHIBITION CEMENT STANDARD GRAPHIC PERF ECO SPEC ECO SPEC ECO SPEC ECO SPEC AURA EXTERIOR AURA EXTERIOR AURA EXTERIOR ECOSPEC AURA EXTERIOR AURA EXTERIOR AURA EXTERIOR ECO SPEC MOTORIZED ROLLER SHADE MANUAL ROLLER SHADE EX03 TREND GREY UNPOLISHED 24" x 24" P105 ESPRESSO - 6" X 36" AE SATIN ANODIZED ALUMINUM SSR-XX-B REDUCER #28 MEDIUM GREY AE SATIN ANODIZED ALUMINUM AE SATIN ANODIZED ALUMINUM 02578 CHARCOAL 191900, FIBER: TDX-E NYLON, BACKING: ETHOS JDYE METHOD: SOLUTION DYED BROADLOOM 6' POWERBOND SO-379837.4 MAI TAI & MARMALADE MATTE GAUGE: 1 2" D354-07 DESIGNER WHITE SEMI -GLOSS - G.C. TO SOURCE CHAMPAGNE - - 8844-WR AGED ASH WOODBRUSH - S2410-38 GRAPHITE WALNUT FINE VELVET - D92-60 DOVE GREY MATTE - D92-60 / 107HW (HGS) DOVE GREY HIGH WEAR MATTE - - DOVE - - 480 ORANGE - - 69 STERLING SILVER - 4.5" HEIGHT 23 VAPOR GREY - 4" HEIGHT TB5 SUNSPOT - 4" HEIGHT S-36C9T EX03 TREND GRAY UNPOLISHED 6"02" - WHITE S 100 G SMOOTH 4X8 SHEET IGP POL 6802 170 DEGREE) MATT POWDER COATED 3'-11"WX9'-11'H OC-122 COTTON BALLS EGGSHELL - OC-122 COTTON BALLS MATTE - 2137-60 GRAY OWL EGGSHELL - HC-168 CHELSEA GRAY EGGSHELL - - VARIES PER SITE; TO MATCH EXTERIOR FINISHES SEMI -GLOSS - 2132-10 BLACK EGGSHELL - 2137-60 GRAY OWL EGGSHELL - 322 ABSTRACTA EGGSHELL - HC-170 STONINGTON GRAY SEMI -GLOSS - 2095-40 MUDSLIDE SEMI -GLOSS - 1066 BARELY BEIGE SEMI -GLOSS - 2137-60 GRAY OWL SATIN - 12 24 13 WHITE PVC -COATED FIBERGLASS - 12 24 13 WHITE PVC -COATED FIBERGLASS - RESTROOM FLOOR AND WET WALL PERCH FLOOR, CEILING AND WALLS AT ALL NOTED TRANSITIONS AT ALL NOTED TRANSITIONS AT ALL NOTED TRANSITIONS AT ALL NOTED TRANSITIONS DUMPSTER ENCLOSURE CLADDING TO MATCH BUI FLORIDA PROJECTS ONLY PSTER ENCLOSURE FINISHES IN DEVELOPMENT PROVIDE FINISH SAMPLES FOR CLIENT REVIEW AND SELECTION UNI-DIRECTIONAL PATTERN HERRINGBONE INSTALL INSTALLED: ALTERNATING INSTALLED: STAGGERED BRICK, GROUT: MAPEI 77 FROST; MEDIUM BED SETTING INSTALL RECTANGULAR TILE (12X24) IN A STAGGERED BRICK -JOINT PATTERN WHERE OVERLAP DOES NOT EXCEED 33% INSTALLED: BRICK, GROUT: MAPEI 09 GRAY; MEDIUM BED SETTING INSTALLED: STAGGERED BRICKWORK, GROUT: MAPEI 07 CHOCOLATE; MEDIUM BED SETTING RADIUS VERSION AT ONUP ZONE 24 HOUR VESTIBULE WALK -OFF MAT I - ACCENT AT TELLER LINE / SUNBURST - CABINET INTERIORS - SUNBURST METAL TRIM - TELLER LINE FRONT - PERCH MONITOR SURROUND - BACK TELLER LINE COUNTERTOP & CABINET FACES; CABINET FACES RMS 105, 108, 118 P-LAM TO BE SEAMLESS AND BREAKROOM COUNTER AND BACKSPLASH CASH ROOM COUNTERTOPS - TELLER LINE / COUPON BOOTH COUNTERTOPS - PERCH SURROUND - FOH - BOH - MARKETING WINDOW - RESTROOM BASE GROUT: MAPEI ULTRACOLOR PLUS FA, COLOR: GRAY 09 JANITOR'S CLOSET - MARKETING WINDOW CUSTOM PERFORATED PATTERN: INTEGRATED LEDS FOH WALL PAINT DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE FOH HARD CEILING PAINT - FOH ACCENT PAINT: BEHIND TELLER, BOH WALL PAINT DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE FOH ACCENT PAINT - OFFICE & CONFERENCE ROOM: SINGLE WALL DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE METAL AT DUMPSTER ENCLOSURE ALL INTERIOR OF THE DUMPSTER ENCLOSURE - CEILING OF DRIVE-THRU CANOPY MATCH FOR EX-1 PERLA COLOR MARKETING WINDOW WALLS REAR EGRESS DOOR AND FRAME; TO MATCH PERLA STONE PANELS REAR EGRESS DOOR AND FRAME; TO MATCH BRICK (FOR CLASSIC) REAR EGRESS DOOR AND FRAME; TO MATCH STUCCO (FOR CONTEM BOH WALL PAINT: BREAKROOM, RESTROOMS, AND JANITOR CLOSET ROLLER SHADE AT EXTERIOR GLAZING ROLLER SHADE AT EXTERIOR GLAZING DOORS TO BE PAINTED TO MATCH WALLS IN SEMI -GLOSS, TYP. U.N.O.; REFER TO DOOR SCHEDULE 5% OPENNESS FACTOR TYPICAL; 1 % OPENNESS FACTOR AT INTERIOR CONFERENCE ROOM LOCATION ONLY 5% OPENNESS FACTOR CONTACT JASON BAUKNECHT; 800-523-2347 X259 CLAUDIA RESENDE (STONE CENTER); 470-258-2836 CLAUDIA RESENDE (STONE CENTER); 470-258-2836 RYAN HARPER; 770-385-1774 STEVEN PEREIRA 305-652-3350 MIKE DUESING; 470-955-9670 NATHANIEL MCKENNA; 404-695-7948 NATHANIEL MCKENNA; 404-695-7948 MIKE DUESING 470-955-9670 BOB PHILLIPS; 770-418-0700 BOB PHILLIPS; 770-418-0700 MICHELLE BOYD; 800-241-4902 x 3198 MICHELLE BOYD; 800-241-4902 x 3198 FRANK ABRAHAM; 678-313-8849 FREDRICK DAVIS; 972-423-5464 FREDRICK DAVIS; 972-423-5464 FREDRICK DAVIS; 972-423-5464 TIM CALLAWAY; 4 0- -8 49, ALLAWAY® HL R. MARJORIE BOSLEY; 404-550-3644, MBOSELY®JOHNSONITE. TIM CALLAWAY; 470-725-8349, TCALLAWAY®SCHLUTER.COM TIM CALLAWAY; 470-725-8349, TCALLAWAY®SCHLUTER.COM MICHELLE BOYD; 800-241-4902 x 3198 MARNIE PENNINGTON; 206-445-5257 DAVID MAY; 770-527-2466 CHANDANI SHAH; 800-367-6422 DAVID MAY; 770-527-2466 DAVID MAY; 770-527-2466 DAVID MAY; 770-527-2466 SUSAN HOMAN; 302-999-6456 CARI WATERS; 404-625-0190 MARJORIE BOSLEY; 800-899-8916 X737 MARJORIE BOSLEY; 800-899-8916 X737 MARJORIE BOSLEY; 800-899-8916 X737 FREDRICK DAVIS; 972-423-5464 ROD KILIAN; 310-879-1002. ROB@ARKTURA.COM RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 RODGER B. LIPPMAN; 848-702-0239 SARAH ELLIS; 404-374-4212 N y v fn M N Li N Y co .� rn N 0) N �vO ■� _ � mucl V U ce)� N W 00 ^, W M O M O �- mom• O (� c cnL f0 E E `- 06 �oa a� Ucu U U "0. J T T = .L �0L O rlr SA O .p O T v m E E U v 1 ..L _ C ILL_ U CDa o M Q E 0 v J o T =cr) m (n _1 J _ = C' CL C CL rn = =3 Cn W N 00 N cv 0 0 a U fA m v a� a -o H W a o � a � U m N � D N F I cD U N W 0 0 v o 1 1 i 2 ' 3 ' 4 ' 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC, NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. R 7 1 8 9 ' 10 ' 11 ' 12 FINISH SCHEDULE SCALE: AS NOTED sheet no. AOO.34A H w GI 3 �F-- w 0 W 0 U7 X O J z _ w m E M I 0 0 a I 0 0 i 0 L O _.... D 73 D 4Y U U a cn 0 v V) 0 a Ln 0 0 O C rri 0 0 a a N cn c D cn 0 0 z. 0 N E m 0) N A O z z. 0 N EQUIPMENT SCHEDULE TAG Q TY DESCRIPTION MANUFACTURER MODEL DIMENSIONS (WxDxH) REMARKS BREAK ROOM CB-1 1 CORK BOARD ULINE H-3948 4' x 8' LKR-1 4 STACKED LOCKERS, 1 WIDE, 2 HIGH CORE BY DIGILOCK FINISH: EUROPEAN WHITE ELM 15" x 20" x 75.95" NEXTLOCK 4TH GEN. APS KEYPAD ELEC. LOCK MWV-1 1 MICROWAVE, 1.1 CU FT GE PROFILE PEM3IDF COLOR: WHITE PT-1 -REF- 1 PAPER TOWEL DISPENSER BOBRICK B-262 REFRIGERATOR, 21.2 CU FT TOP -FREEZER GE GTE21 GTH 32.75" W COLOR: WHITE TR-1 1 TRASHCAN - 23 GALLON RUBBERMAID SLIM JIM 3540 BLACK FG354000 BLA WITH 2O.5" x 11.4" x 35" FG267360 BLA SWING OD WB-1 1 WHITE BOARD QUARTET MATRIX MAGNETIC 4' X 6' COLOR: WHITE WC-1 1 WATER COOLER MTN PRODUCTS NEXUS CT GENERAL ATM-1 1 WALK-UP ATM NCR SELFSERV 34 ATM-3 1 ATM, DRIVE -UP FREESTANDING W/ SURROUND NCR SELFSERV 38 NOTE: NCR 6638 MODEL BIK-1 2 BIKE RACK DERO DOWNTOWN RACK STAINLESS SATIN CA-1 1 CASH ADVANCE TERMINAL FIRST DATA FD130 4" x 8" x 3.5" CC-1 1 CASH COUNTER MACHINE JETSCAN 4062 WITH PRINTER 10" x 12" x 10" / 6.25" x 8.5"x 6" PRINTER CHK-1 3 CHECKMATE, TELLER CHECKMATE - 3" x 7" x 3" REFER TO OWNER SPECIFICATIONS FE-1 3 FIRE EXTINGUISHER KIDDE PR0340 CLASS A-B-C OR EQ. ALL EXTINGUISHERS SHALL BE CONFIRMED BY FIRE MARSHAL FE-2 2 FIRE EXTINGUISHER CABINET - SEMI -RECESSED JL INDUSTRIES STEEL AMBASSADOR 1017FIO - 3" ROLLED TRIM STANDARD WHITE POWDERCOATED FINISH FE-3 1 FIRE EXTINGUISHER CABINET - RECESSED JL INDUSTRIES STEEL AMBASSADOR 1015F10 - FLAT TRIM STANDARD WHITE POWDERCOATED FINISH LCD-1 4 49" SCREEN SAMSUNG 49UX340C MOUNT: PEERLESS SF640 LCD-2 1 65" SCREEN SAMSUNG DM65D MOUNT: PREMIER MOUNTS LMVS LCD-3 1 86" SCREEN, VERTICAL LG 84WS70MS-8 MOUNT: PREMIER MOUNTS LMVP MO-1 i IMONEY ORDER IMPRINTER PAYMASTER 9000-8 12" x 11" x 12" MON-1 11 MONITOR HP 17" FLAT PANEL MONITOR 1702 16" x 8" x 15" TELLER, CASHROOM, WORK ROOM, OFFICES ND-1 1 AFTER HOURS DEPOSITORY -NIGHT DROP -WALK UP DIEBOLD 30903 TL-30 R.O. 25 3/8" W x 31 1/4" AFF x 25 3/8" H PHN-1 13 TELEPHONE AVAYA 9608 6"x 8.5" x 9" WITHOUT STAND / WALL MOUNT WxDxH: 6"x 3.5" x 9" PIN-1 3 PINPAD, TELLER MAGTEK CSP 175 IBM PIN PAD 4778 07H5065 7" x 3" x 1.5" REFER TO OWNER SPECIFICATIONS PIN-2 5 PINPAD, OFFICE MAGTEK INTELLIPIN PINPAD 7" x 4" x 3.5" REFER TO OWNER SPECIFICATIONS PRT-1 4 CHECK PRINTER, TELLER EPSON TM-U295 7.1" x 7.5" x 4.0" PRT-2 3 RECEIPT VALIDATION PRINTER, TELLER ADDMASTER IJ7100 + PS10 7.0" x 6.2" x 3.6" SUPPLIER PART: STB-MA-VP PRT-3 1 CHECK PRINTER, BEHIND TELLER LEXMARK 2590 19" x 11" x 8" CLEARANCE WxDxH: 22" x 14" x 10" PRT-4 1 MICR PRINTER SOURCE TECHNOLOGIES ST9730 17" x 27" x 25" 3 PAPER DRAWERS, CLEARANCE WxDxH: 21" x 36" x 30" PRT-5 1 MFP PRINTER TOSHIBA E-STUDIO 255SE 23" x 25" x 45" CLEARANCE WxDxH: 38" x 36" x 62" REG-1 1 REGULATORY BOARD - - SAF-1 1 SAFE, CASH ROOM DIEBOLD TL-30 275-75 UNENCASED SAFE SAF-2 1 SAFE, SAFETY DEPOSIT DIEBOLD TL-30 275-95 UNENCASED SAFE; COORDINATE DOOR STOP LOCATION WITH EQUIPMENT VENDOR SCN-1 1 BCC SCANNER PANINI VISION X 7" x 15" x 5.5" SHR-1 1 SHRED BIN - 65 GALLON CAPACITY 26" x 36' x 43" SP-1 8 SPEAKER, RECESSED POSH SPEAKER SYSTEMS 5.0 CEILING SPEAKER 9.75" DIA x 8.125" H 18/2 PLENUM RATED SPEAKER WIRE, MOUNT VOLUME CONTROL IN IT ROOM SRT-1 1 TELLER SORTER - MARK 111 9 POCKET 13" X 8" X 12 1/4" IN CASH ROOM TC-1 1 TELLER CONNECT, FRONT -LOAD NCR SELFSERV 32 CONFIRM WITH PM; BOLLARD SPACING TO BE BASED ON THE APTRA 38 TCR-1 1 ITELLER CASH RECYCLER / DISPENSER GLORY RBG300S 16.53" x 35.03" x 42.16" CONFIRM WITH VENDOR 11 UCS-1 2 UNDERCOUNTER STEEL, STAND-UP DIEBOLD SU-4-LL/RL 18 11/16" x 18 11/16" x 34 1/4" NO BASE UCS-2 1 UNDERCOUNTER STEEL, SIT-DOWN DIEBOLD SD-3-LL/RL 18 11/16" x 18 11/16" x 24 1/2" NO BASE UPC-1 8 UNDERCOUNTER, POWER SUPPLY APC SURGE ARREST 10.5" x 4.5" x 2" 6' CORD VT-1 1 SMALL VAULT (6 STACK) DIEBOLD - VT-2 1 MEDIUM VAULT (10 STACK) DIEBOLD - VT-3 1 LARGE VAULT (14 STACK) DIEBOLD - WRK-1 4 COMPUTER CPU HP HP7900, HP8000, HP8200, HP8300 4" x 13.5" x 15" INCLUDE KEYBOARD AND MOUSE, TELLER, CASHROOM WRK-2 6 VDI FOR OFFICES / WORKROOM DELL WYSE WYSE VDI DEVICE 1.9" x 8.9" x 7.9" INCLUDE KEYBOARD AND MOUSE IT RCK-1 1 SERVER DATA RACK APC - INCLUDE VDI DEVICE, VMWARE, UPS WITH DM, ROUTER/SWITCH COMBO, SWITCH, BU SECURITY BT-1 3 WIRELESS BILL TRAP TRANSMITTER INOVONICS EN249 CAM-1 5 DOME CAMERA VERINT V4320FD-DN CAM-2 2 MP DOME CAMERA CAM-3 2 SECURITY CAMERA ITM / ATM BY EQUIPMENT MANUFACTURER EQUIPMENT MANUFACTURER CAM-4 3 TOWER CAMERA IRIS DVS 1TC 2 3/4" x 2 1/8" x VARIES HEIGHTS PER SECURITY VENDOR CAM-5 1 360 GRANDEYE DOME CAMERA ONCAM GRANDEYE EVOLUTION 360 INDOOR MINI CAMERA CAM-6 1 DOME CAMERA - LOITERING BOSCH FLEXIDOME IP DYNAMIC 7000 VR CAM-7 2 MULLION CAMERA WELDEX WDP-84ML2M MOUNT AT 60" AFF CAM-8 3 DRIVE UP CAMERA VERINT V4320FDW-DN HU-1 6 HOLD UP BUTTON INOVONICS EN1235SF MON-2 2 SECURITY MONITOR - - 19" SCREEN SEC-1 1 ENTRY DOOR CARD READER PARABIT ACS-1E, PART# 200-10092 MOUNT AT 42" AFF SEC-2 1 ELECTRONIC VAULT ATTENDANT SYSTEM DIEBOLD EVA2 11.25" x 9.75" x 8.375" POWER SUPPLY WITHIN CABINET, KEYBOARD AND MOUSE ON PULL—OUT SHELF SEC-3 1 BIOMETRIC FACE —FINGER —PIN READER DIEBOLD EVA2 SEC-4 1 DOOR ACCESS KEYPAD BOSCH B915 BASIC KEYPAD 4.7" x 5.5" x 1" AT CONFERENCE ROOM SEC-5 3 SECURITY KEYPAD BOSCH B930 ATM STYLE ALPHANUMERIC KEYPAD (SD12) MILLWORK SCHEDULE — GC PROVIDED QUANTITY (V.I.F.) DESCRIPTION REMARKS MW-01 5 COUNTERTOP - STRAIGHT VARIABLE SIZE 1 BASE CABINET - (2) FILES VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 BASE CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 BASE CABINET - FILLER PANEL / SCRIBE VARIABLE SIZE - REFER TO ELEVATIONS AND MILLWORK DETAILS 3 COUNTER BRACKET REFER TO MILLWORK DETAILS 7 UPPER CABINET- OPEN SHELVES VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 TALL CABINET- (4) DOORS VARIABLE SIZE - REFER TO MW-02 miLLnURN ururuw 1 COUNTERTOP — STRAIGHT VARIABLE SIZE 2 BASE CABINET — (2) DOORS IVARIABLE SIZE — REFER TO MILLWORK DETAILS 6 UPPER CABINET — (2) DOORS IVARIABLE SIZE — REFER TO MILLWORK DETAILS MW-03 2 COUNTER BRACKET REFER TO MILLWORK DETAILS 1 TALL CABINET— (4) DOORS VARIABLE SIZE — REFER TO MILLWORK DETAILS 1 TALL CABINET— SINGLE — (2) VARIABLE SIZE — REFER TO MILLWORK DETAILS MW-04 UUURJ 2 IMILLWORK SURROUND AT IREFER TO MILLWORK DETAILS; LAMINATE BY FURNITURE VENDOR MW-05 1 COUNTERTOP — STRAIGHT VARIABLE SIZE 1 BASE CABINET — (2) FILES VARIABLE SIZE — REFER TO MILLWORK DETAILS 1 BASE CABINET - (1) DOOR — PULL OUT SHELF FOR PHONE VARIABLE SIZE — REFER TO MILLWORK DETAILS; VERIFY PHONE SIZE PRIOR TO FABRICATION 1 COUNTER BRACKET REFER TO MILLWORK DETAILS 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. AND CABLES MILLWORK SCHEDULE — GC PROVIDED QUANTITY (V.I.F.) DESCRIPTION REMARKS MW-06 1 UPPER CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 COUNTERTOP - STRAIGHT VARIABLE SIZE 1 BASE CABINET - APRON AT SINK REFER TO MILLWORK DETAILS 1 IBASE CABINET - MICROWAVE IREFER TO MILLWORK DETAILS MW-07 2 BASE CABINET - BOX, FILE, FILE VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 BASE CABINET - (4) BOX DRAWERS VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 BASE CABINET - (2) DOORS VARIABLE SIZE - REFER TO MILLWORK DETAILS 1 BASE CABINET - (1) DOOR - TRASH VARIABLE SIZE - REFER TO MILLWORK DETAILS 2 GROMMET REFER TO LOCATIONS IN PLAN AND MILLWORK DETAILS MW-08 2 ISHELVING - JANITORS CLOSET IREFER TO MILLWORK DETAILS MILLWORK SCHEDULE - VENDOR PROVIDED QUANTITY TAG (V.I.F.) DESCRIPTION REMARKS ST01 1 CHECK DESK - ATM VESTIBULE ACCESSIBLE ST05 1 SUNBURTS CEILING SUNRAYS 3FORM SUNBURST FINS; 6 FINS, CEILING HUNG ST06 1 SUNBURST LOBBY RING LIGHT LIGHTART RING LIGHT, CUSTOM 10' DIAMETER ST08 1 PERCH PORTAL VERIFY DIMENSIONS IN FIELD PRIOR TO FABRICATION ST31 1 (3) STATION TELLERLiNE STANDARD (RIGHT ADA) PLEASE NOTE: SUNTRUST EMPLOYEES & VENDORS TO VERIFY QUANTITY AND TYPE OF EQUIPMENT REQUIRED FOR THIS SPECIFIC PROJECT. THIS IS A REFERENCE EQUIPMENT LIST FROM THE PROTOTYPE. I i A a 7 co 0 >o N Lg li CV ,u Y � o 0):U .� co rn s N N T M} N M g L o m a M 'a 0 CO 0 f0 U .O` LO U C LL(� 'o m 3 ♦ W n D EE aa) f °' J s fp U a A- J (/L♦J r/ U�ca ' j Jc �0� O L, N ,aA O_ v m v � U = C F� R .o N o E o 0 m J o J J IZ Cn W N o °ram° a- o rwv 0 a U 4 0 W a o CL �m U N � v to c0 U N W v o v � 4 5 7 10 EQUIPMENT & MILLWORK SCHEDULES A0010- 34B G � R N G� E SCALE Z _ n z 0 U V) z 0 U E 0 N 0 a I O O m c 0 L � o c o Du � 0 a) 4"® i 16"O.C. Q o .. U (: ° DR D 1 PAI o SCALE 0 r • � . "� II�111 -�n 0 c �— cr' 6"®16"O.C. o 1 4"016"O.C. �B�_ 1X3" O DR B 1 FA. SCALE a E Q 00 I - N A 0 O N COLUMN ENC 0 A 1 SCALE: 1 /2" = 1'-0" a A3F LMI' SCALE: 1/4" = 1'-O" 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 1 5 1 6 1 7 1 8 19, 10 KEYNOTES ® STEEL ROOF DECK 0 A STRUCTURAL METAL STUD FRAMING ® STEEL PIPE CONCRETE -FILLED BOLLARD 0® PRESERVATIVE -TREATED DIMENSIONAL LUMBER ER WOOD BOARD SHEATHING 06 Fa PLYWOOD SHEATHING ® EXTERIOR -GRADE GYPSUM SHEATHING ER PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINET - N.I.C. ® BALLISTIC -RESISTANT PANELS 0® ALUMINUM COMPOSITE CLADDING SYSTEM ® PORCELAIN WALL PANEL SYSTEM ® THERMOPLASTIC POLYOLEFIN ROOFING ® MANUFACTURED COPING ® SEALANT AND BACKER ROD ® VAULT DOOR & DAY GATE ® METAL FURRING ® NON-STRUCTURAL METAL STUD FRAMING 9® GYPSUM BOARD 5/8" U.N.O. ® ACOUSTIC BLANKET INSULATION HER PANEL SIGNAGE ® FIRE EXTINGUISHER CABINET ® FIRE EXTINGUISHER & BRACKET ® LOCKER ® UTILITY SHELVING ® SANITARY NAPKIN DISPOSAL ® BABY CHANGING STATION ® FRAMED MIRROR ® GRAB BAR ® SOAP DISPENSER ® TOILET TISSUE DISPENSER ® PAPER TOWEL DISPENSER ® PAPER TOWEL DISPENSER - WASTE RECEPTACLE ® ROBE HOOK ® MOP & BROOM HANGER ® CASH SAFE - N.I.C. ® AUTOMATIC TELLER MACHINE - N.I.C. ® NIGHT DEPOSITORY - N.I.C. ® TELLER EQUIPMENT - N.I.C. ® TELLER CONNECT MACHINE - N.I.C. m REFRIGERATOR IT PLASTIC -LAMINATE -CLAD COUNTERTOP © SOLID -SURFACING COUNTERTOP ff2T-R BICYCLE RACK ® PREFABRICATED CONCRETE PANEL VAULT ® WATER CLOSET ® LAVATORY ® UTILITY SINK ® KITCHEN SINK ® ELECTRIC WATER COOLER ® COMMUNICATIONS CABINET ® FLAT -PANEL TELEVISION ® CARD -KEY ACCESS CONTROL HARDWARE - O.F.C.I. ® VIDEO SURVEILLANCE MONITOR ® PARABIT READER - CARD READER ACCESS - O.F.C.I. ® CONCRETE PAVEMENT ® CONCRETE CURB ® CONCRETE SLAB ISLAND ® PRINTER - N.I.C. ® SHREDDER BIN - N.I.C. ® FASCIA ABOVE ® STRUCTURAL STEEL FRAMING ® STRUCTURAL STEEL COLUMN ® CHECK WRITING COUNTER ® BOLLARD COVER ® ALIGN ® GROMMET WIRING HOLE GENERAL NOTES 1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS - NOTIFY ARCHITECT OF ANY DISCREPANCIES AS SOON AS THEY ARE IDENTIFIED. 2. ALL DIMENSIONS ARE TO FACE OF NEW PARTITION STUDS UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. 3. PREPARE ALL SURFACES TO RECEIVE FINISHES PER MANUFACTURERS' RECOMMENDATIONS. 4. PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL CASEWORK, EQUIPMENT, SIGNAGE, INCLUDING ITEMS PROVIDED BY OTHERS. COORDINATE INSTALLATION OF ALL O.F.C.I. ITEMS. DESIGNATES ONE -HOUR -RATED PARTITION ASSEMBLY PARTITION SCHEDULE ALL PARTITIONS U.N.O.: OBRACE TO STRUCTURE ABOVE I A GYP. BD. TO 6" ABOVE CEILING U.N.O. 1'-4" O GYP. BD. TO STRUCTURE ABOVE 0�� Al U.N.O. 1'- 4" A3 2 1/2" STUDS lie Og BRACE TO STRUCTURE ABOVE GYP. BD. TO 6" ABOVE CEILING 1'-4" U.N.O. -- BRACE TO STRUCTURE ABOVE io<@> GYP. BD. & B.R. PANELS TO 6" ABOVE CEILING U.N.O. MU�41 D1 GYP. BD. ONE SIDE ONLY TO 6" ABOVE CEILING U.N.O. WHERE INDICATED D2 6" STUDS OE GYP. BD. TO 6" ABOVE CEILING U.N.O. rTrmTrmTnTM7rrM PARTITION BRACING: 3 5/8" @ 48" O.C. TO STRUCTURE ABOVE PER ASTM CD C754-04 WHERE APPLICABLE - COORDINATE W/ HVAC SEAL GYPSUM BOARD AT FLOORS & STRUCTURE PROVIDE MOISTURE -&- MOLD- RESISTANT GYPSUM BOARD ® WET AREAS N PROVIDE STUD REINFORCEMENTS AT WALL -HUNG PLUMBING FIXTURES, �77 CABINETS & ACCESSORIES PER FBC STUDS GAUGE COMPLY WITH ASTM C754-04 11 12 sheet no 0) (13 - co 00 N N In -1 T cO � o rnco r` rn U � 1 , N - � W n M C .2 ca C co 0 c O LL J `0 U5 }� LLa= n' W �. R. ca � m�s 1 � L 06 (D 1 L �za) ^ ' U CL c W CA +J 0 ��� © ( \ N_ QaA O 0 •� O m I M m aw E U F 7 1— �C ck� o m��U- 0 }, Z mcn J J J CD a- rr\° E 0 E E 0 0 a• U y N o . z 0 w CL � =7 U CO oui cp c0 0 v m O N N CONSTRUCTION PLAN A02,0 A H y w G F r F11 nixni L-i vvi SCALE: 1 1 /2" = 1'-O" O E1 ROOF � PAR, O /U) c 0 o Q C1 LOUVER"JAME j�II� (�]►l��l II I ��111111 ml IN, 261M!i !!iI1r'IIIIII m� =llll ia"lio-owll I O_. III I IIIII I`� 111111 N B1 LOUVER SILL D SCALE: 1 1 /2" = 1'-O" � . Al II■11 ���� � law Il�li rilWil I►m • I'� IIII�� > A as o a a z a. N ' WALL BASE " STOREFRONT" SILL A3 ENTRANCE JAMB SENT�NCE JAMB �., o Al SCALE: 1 1 /2 = 1 -0 SCALE: 1 1 /2 SCALE: 1 1 /2 - 1 -0 SCAL/2 - 1 0 Q 1 2 3 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 2x F2Nvvi vixnii' SCALE: 1 1 /2" = 1'-0" 6" MIN. @KENT FLAStll scAL E4 STOREFR?N�IEID Ir%yIuvl.. KEYNOTES ® CAST -IN -PLACE CONCRETE 0® STEEL ROOF DECKING ® STRUCTURAL METAL STUD FRAMING 060 C PRERVATIVE-TREATED DIMENSIONAL LUMBER ® DIMENSIONAL LUMBER ® WOOD BOARD ROOF SHEATHING U61-Ja PLYWOOD SHEATHING ®A BOARD INSULATION ® BATT INSULATION © SPRAY FOAM INSULATION ® ROOF INSULATION SYSTEM ® FLUID -APPLIED MEMBRANE AIR BARRIER ® ALUMINUM COMPOSITE CLADDING SYSTEM 4 M PORCELAIN WALL PANEL SYSTEM ® THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING 0® SHEET METAL FLASHING ® MANUFACTURED COPING SYSTEM m MANUFACTURED DRIP EDGE WITH CONTINUOUS CLEAT ® SEALANT & BACKER ROD 0® HOLLOW METAL FRAME ® ALUMINUM -FRAMED STOREFRONT 0® FIXED ALUMINUM LOUVER ® NON-STRUCTURAL METAL STUD FRAMING ® GYPSUM BOARD 5/8" U.N.O. ® REVEAL 0® EXTERIOR SUN CONTROL DEVICE ® SOLID SURFACING WINDOW STOOL ® SANITARY VENT PIPING ® RAINWATER LEADER � ROOF DRAIN ® FINISH GRADE ® WALL BELOW ® STRUCTURAL STEEL FRAMING 6 1 STRUCTURAL STEEL COLUMN ® SCHEDULED DOOR F97FT1 EXTEND ROOF MEMBRANE, FLASHING PLIES & FLASHING UNDER DRAIN CLAMP ® PIPE OR CONDUIT ® INFILL INSULATION TO 8" HIGH 97" INFILL INSULATION TO FILL VOIDS M737A CRICKET TAPERED INSULATION TO DRAIN ® BONDING ADHESIVE ® ROOFING EDGE SEALANT & FASTENER ® TERMINATION TAPE & SEALANT ® THERMOPLASTIC POLYOLEFIN PIPE/TUBE BOOT ® MANUFACTURER'S COVER STRIP 9® SHEET METAL DRIP FLASHING SET IN MASTIC ® ALUMINUM SUBSILL, DAMMED ENDS, SET IN SEALANT ® STOREFRONT SHIM D2 STOREFRONT HEAD D3 DOOR HEAD S�F�F�q��SILL gpTTII—THROUGHROOF PLAN C3 WA__ LL BASE C4 M�Ll BASSCALE: 1 1 /2" = 1'-0" 1 /2" = 62 STOREFRONT JAMB B3 D�(P� JAMB o SCALE: 1 1 /2" = 1'-0" /2 " I i-i JA B4 CANOPY" _FASCIA @)�t_lOPY @ A SCALE: 1 // IAI SCALE: 1/8" = 1'-O" O y M N C., Lu G L � " Y MvU c ^ 00 � N Qi -T T �o 6 r- m 0? , U Q ^ ao ,2, IEEE� n m ^, W co 0 M p c OL c p 1,1 C (� IL C C0 A` W a:2 t 1=E= a� „fit �,�¢ L-� Q(C,U _ J U04 '0 � � LL O ( ' v N rlr LEE <.. (0 &AA c O o •� � O m �- U E v C ~- oco o v O E O m J Jo � m V � � J J 6' !Y C cl- a 2 N °° LLJ Cn ram rl-i 0 CL aNi v 0 w a 'o o _ a L U m (D N 0o O N � O 6 1 7 8 1 9 1 10 1 11 1 12 1 sheet no. ROOF PLAN & DETAII-S A02,02 SCALE: AS NOTED _ _ = FINISH NOTES KEYNOTES " y" 1. PREPARE ALL SURFACES TO RECEIVE FINISHES AND INSTALL ALL FINISHES 1® SLAB ISOLATION JOINT _ ACCORDING TO MANUFACTURERS RECOMMENDATIONS. FOT37A CAST -IN -PLACE CONCRETE t 2. THE MINIMUM FLAME SPREAD CLASSIFICATION OF THE INTERIOR FINISHES SHALL _ . � DRY POLISHED CONCRETE MODEL: CLASS A AGGREGATE EXPOSURE, FINISH: LEVEL 2 TABLE 9 CLASS-B FOR EXITS &EXIT CORRIDORS, CLASS-C MECHANICAL ROOMS PROVIDE FINISH wl :.... _ ,, :..... _ OR OTHER AREAS. FINISH - I.T.ELECTRICAL - S 803 SATIN /HONED FI / ELECTR C L / F H " " SAMPLES FOR CLIENT REVIEW & SELECTION 41 3. EXTRA S N OAT, BY MAGNUM Hd ' PRODUCTS, ON ALL WALLS RECEIVING EPDXY PAINT 0 X UNISTRUT WITH THRESHOLD ROD TO STRUCTURE ABOVE 4. ALL WALLS P-1 U.N.O. ®DIMENSIONAL LUMBER 092 15. ALL SOFFITS/ FURRED DOWN FASCIAS AND GYP. BD. CEILINGS: P-2 061 WOOD SHIM 6. INSTALL APPROPRIATE CERAMIC TILE / CARPET EDGE PROTECTION STRIPS WHERE SLIDING POCKET THRESHOLD REQUIRED - VERIFY FINISH THICKNESSES ®PLYWOOD SHEATHING 7. PAINT FASCIA ABOVE INTERIOR STOREFRONTS P1 U.N.O. FINISH -GRADE WOOD BOARD -•DOOR HEAD D OR HEAD `. � `' .. ".:_ DOOR HEAD C®PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINET - N.Lc. H1- H2 H 5 @�SS9�/2� H 7 FORMICA - MODEL: 8844-WR, COLOR: AGED ASH, FINISH: WOODBRUSH SCALE: 1 1/2" = 1"1 SCALE: 1 1/2" = 1'-0" SCALE: 1 1 /2= 1-01'-0" SCALE: 1 1 /2" = 1'-0" WILSONART - MODEL: D427-60, COLOR: LINEN, FINISH: MATTE SLIDING SLIDING 2" Y" WILSONART - MODEL: D92-60, COLOR: DOVE GREY, FINISH: MATTE - PLASTIC LAMINATE TO BE SEAMLESS AT BREAKROOM COUNTER & BACKSPLASH. &?_CF�HEAD(8-Rk ��� H ADWILSONART - MODEL:.D92-60 / 107HW (HISS), COLOR: DOVE GREY, FINISH: HIGH/2" _ 1'-0" /2" 1'-0" W WEAR MATTE - CASH ROOM COUNTERTOPS 160617 0 i -� ACRYLIC - 3FORM MODEL: CHROMA SO-379837.4, COLOR: MAI TAI & MARMALADE, whw FINISH: MATTE, GUAGE 1 /2" - ACCENT AT TELLER LINE / SUNBURST - N.I.C. " � MELAMINE - WILSONART - MODEL: MELAMINE 0354-07, COLOR: DESIGNER WHITE, ®❑�..., FINISH: SEMI -GLOSS - N.I.C. a ® ALUMINUM SUNBURST METAL TRIM - COLOR: CHAMPAGNE - O.F.C.I. N N V 0® BATT INSULATION s ry SLIDING SLIDING POCKET POCKET ® HOLLOW METAL FRAME A Y @SRP� IL " G2 „ _ " G3 I = "- " _ _ " ® ACCESS DOOR & FRAME 1/2 NN: 1 0 SCALE. 1 1 /2 - 1 0 SCALE1 1/2 1 0 SCALE. 1 1 /2 1 0SCALEi1 /2 1 0 SCALE: 1 1 /2° = 1'-0" ®ALL -GLASS DOOR 0® ALL -GLASS INTERIOR STOREFRONT " 2 2" 1. � THRESHOLD POCKET DOOR TRACK R ® SLIDING DOOR TRACK ® SWEEP ® GLAZING SYSTEM DOOR PULL - CD 2 1/2 0® HEAVY-DUTY SLIDING DOOR TRACK �_ 1x4 — - ®NON-STRUCTURAL METAL STUD FRAMING " rn N N F �N 0_ GYPSUM BOARD 5/8" U.N.O. Q o ® CERAMIC TILE I- rn 0 4 CONTROL JOINT M SCREES/'�DCCAI 01 DALTILE - MODEL: AMBASSADOR AM36, COLOR: WANDERLUST WHITE, FINISH: NATURAL, W 00 In N p SIZE: 12"X24" - INSTALLED: STAGGERED BRICK, GROUT G-1 cn � `' 0 F2 D I S P LA I FRAME F �I COLUMN SURROUND G-1 GROUT: MAPEI. ULTRACOLOR PLUS FA, COLOR: FROST 77 � M ° o I SCALE: 1 1/2" _ 1'-O" `t SCALE: 1 1/2" = 1'-0" � DALTILE - MODEL: EXHIBITION CEMENT EX03, COLOR: TREND GREY, FINISH: C, E z� TB-1 UNPOLISHED, SIZE: 24"X24" - BASE 6' 12" - INSTALLED: BRICK, GROUT G-2 GROUT: MAPEI. ULTRACOLOR PLUS FA, _ � " " 1 COLOR: GREY 09 � � � �- m o = 3 5/8 ®48 O.C. - `� - ® VINYL TILE - MOHAWK GROUP - MODEL: MASS APPEAL 859, COLOR: ON THE LINE, ^n� 0-:2 6 " 3-5/8 1 FINISH: METAL, SIZE: 18"X36" - INSTALLED: ALTERNATING W `E z 3 5/8 E1 E1 / 16 O.C. - a. "r- a� s L` 3 5/8"016"O.C. 016"O,C. - - - �- - ® CARPET/CERAMIC TILE JOINER " " o Q I L -F� - - - ��1 SCHLEUTER SYSTEMS "SCH IENE- RADIUS- AE , 10MM FOR 3/8 CERAMIC TILE - 2 1/2"016"O.C. _ - - r - _ _ I _ - - FINISH: #RAE- 100 ALUMINUM SATIN ANODIZED U E " _ _ _ _ I - - I ® CARPET/VINYL TILE JOINER oto EQ. EQ. I I F` - - _ JOHNSONITE REDUCER, COLOR: MEDIUM GREY #28 - W V v co 09 SCHLUTER SCHIENE TILE EDGE STRIP _ T {�d '2 3 5/8"®16"O.C. " " ®CERAMIC TILE/VINYL TILE JOINER o L° o l J 3 5/8 ®16 O.C. � SCHLEUTER SYSTEMS RENO-U - FINISH: #RAE- 100 ALUMINUM SATIN ANODIZED Jc U) LIGHTING COVE COVE SOFFIT COVE SOFFIT Sk��E SOIT COVE SOFFIT "SCALE: 1 1/2" = 1'-0" E3 SCALE:3/4" = 1'-0" E4 SCALE: 3/4" = 1'-0" /4" = 1'-0" E7 SCALE: 3/4" = 1'-0" 09 A ACOUSTICAL PANEL CEILING ARMSTRONG, ULTIMA 1912 , 24X24X3/4 -COLOR: WHITE o ® SHEET CARPETING - TANDUS - MODEL: BEAUSOLEIL, COLOR: FIBER, SIZE: 15 i r . DIAMETER, 6' POWERBOND - UNIDIRECTIONAL PATTERN o ® TILE CARPETING - TANDUS - MODEL: METRI 04654, COLOR: DEEP BLUE, FINISH: 0 62112-COLOR, SIZE: 9"X36" HERRINGBONE INSTALL - HERRINGBONE INSTALL a' ® RUBBER WALL BASE � JOHNSONITE - MODEL: MILLWORK MANDALAY 69, COLOR: STERLING SILVER, SIZE: 4-1/2" H � JOHNSONITE - MODEL: TRADITIONAL 23, COLOR: VAPOR GRAY, SIZE: 4" H CEILING LEGEND $'CEILING HEIGHT A.F.F. � JOHNSONITE - MODEL: TRADITIONAL TB5, COLOR: SUNSPOT, SIZE: 4" H 096 CERAMIC COVE BASE - DALTILE - MODEL: EXHIBITION CEMENT S-36C9T, COLOR: EX03 2' X 2' LIGHT ACOUSTICAL CEILING AND GRID " " TREND GRAY, FINISH: UNPOLISHED, SIZE: 6 X12 HIGH - GROUT: G-2 C o LIGHT FIXTURE 09 FIBERGLASS -REINFORCED -PLASTIC PANEL - MARLITE, STANDARD, COLOR: WHITE S 100 -2 � MEN S CENTER POINT OF GRID MEWS G, FINISH: SMOOTH, 4X8 SHEET O COUP OOTH - - - COVE LIGHT FIXTURE a COUPON 099 A EXTERIOR PAINTBENJAMIN MOORE PAINTS 8 -6 8 -6 U.N.O. OEEICE - " PENDANT LIGHT FIXTURE � F� AURA EXTERIOR, COLOR: MATCH EXTERIOR FINISH, FINISH: SEMI GLOSS3 -2 8'-6 8'-6 8'-6 A AURA EXTERIOR, MODEL 2132-10, COLOR: BLACK, FINISH: EGGSHELL 0 ° START POINT OF GRID m -flI EEO AURA EXTERIOR, FINISH: EGGSHELL MATCH EXISTING EXTERIOR COLOR °' ® ® TRAFFIC MARKING PAINT -TRAFFIC YELLOW -VERIFY WITH ARCHITECT C c WOMEN'S! •:.:.::I�:•:...:.:_.• ...'�:•:•::•:•:•: c(EE FFI E C� .... ' . ' ' :......... 8 -6 WOMEN S R INTERIOR PAINT W - INTERIOR CANISTER LIGHTING ® HVAC SUPPLY T I >_ ___ ___ BENJAMIN MOORE PAINTS U C 8'-6 O EXTERIOR CAN LIGHTING ® _ _ _ p W "' '' 0-4 EXTERIOR WALL MOUNTED - ECO SPEC OC122, COLOR: COTTON BALLS, FINISH: WALLS EGGSHELL -DOORS f- L.L s = 3 LIGHTING HVAC RETURN SEMI -GLOSS U.N.O. Q N 4 RESTROOIOh ........... "' _ ECO SPEC OC122, COLOR: COTTON BALLS FINISH: FLAT - FOR HARD CEILING C Q o o C VE LE F ® EXIT SIGN ❑ ❑ 8'-1 HVAC EXHAUST RESTROOM C ECO SPEC 2137-60, COLOR: GRAY OWL, FINISH: WALLS EGGSHELL -DOORS 0 J o P I m w SPEAKER � _ 00 9 -0 ❑ ❑ :::':::::: :::: - - - - - _ ® VE T B ❑ FI SEMI -GLOSS U.N.O. J p / --:-.-.-aw - ..:.-. , 8 6 O CAMERA _ 8 11 ®ECO SPEC HC-168, COLOR: CHELSEA GRAY, FINISH: WALLS EGGSHELL - -�-� _ m J :::::::::::::::::::: 28'-8" w JANITORCLOSE (CO 10 ❑ FDOORS SEMI -GLOSS U.N.O. - + ® ' 10 RECESSED ILLUMINATED DRIVE -THROUGH LANE SIGN - N.I.C. 2 g MOTORIZED ROLLER WINDOW SHADE - AMERICAN SUN CONTROL: 12 24 13, COLOR: f :.:......... 00 i JCANITOR OYSTER WHITE, FINISH: PVC -COATED FIBERGLASS - 5% OPENNESS FACTOR W oo w ` o ` _. •:IOSET ©MANUAL ROLLER WINDOW SHADE -AMERICAN SUN CONTROL: 12 24 13, COLOR: :: Ll . ;. :. V. ' PEEL i': , o _ ''' _ ON-P I : > ,h' . OYSTER WHITE, FINISH: PVC -COATED FIBERGLASS - 5% OPENNESS FACTOR 1096 c..,.. ':.': © SOLID SURFACING COUNTERTOP - CORIAN DUPONT. COLOR: DOVE - N.I.C. BREAK / - o 6 "::: 9 OFFICE - - .. :, :. " ':;:. :.:; . ;' 1 WALK -OFF MAT TANDUS MODEL: ABRASIVE ACTION II 7 cn 9 10 n; I ® E A E ACT 0 025 8, COLOR: CHARCOAL, :.. :J• ....:.. -•4 :1'1 .. 0 ' : t'1 =,: ; �4 BREAK _ - o ROOM _i FINISH: 19100, SIZE: BROADLOOM 6'X6' POWERBOND :-: I . o x 221 LINEAR DRAIN .: 0 .1.' oHIF I : 1 o;; ' .,- INDIRECT COVE LIGHTING d 1' 10 (:. oo ao r' r, r N N 4*� �' 2'=8" ` I FFI E 274 A FLAT -PANEL TELEVISION-N.I.C. g :::: ------ ---------J:'. 2. .............. ............. :.:.:.:.:.'r ...:::::: :.. u.'...'...'...'.................•.•:.......'........ . 8 -1 ` 'r ' ' ® EXPOSED STRUCTURE ❑ raj ^�"iEl p 1® STRUCTURAL STEEL COLUMN a _ SCHEDULED DOOR N s ❑ W I' _' - - I# © GYPSUM BOARD ASSEMBLY •n �:•<••• • - • • � _ - T. � 4 MARBLE TRANSITION STRIP -ALIGN WITH TILE BOTH EDGES . . % L dig] im EL CAL.... • •..::.. �.:...,..;..;:. • •.. ; :• � .: •.: � � _ • _ 3 ,, � � �, - '� E n I.T. A Q _- -in �::` , MEN SCHEDULED CEILING EL TRICAL vrr tl I I 0 104_1'-0 ...I.'. O ��v �a,� �' PRINT ®PLASTIC- LAMINATE -CLAD WOOD DOOR FRAME ❑ i. t.... PRINT - I o 4 ®ALIGN ELi - - - - - - - - - - • • .. ; -� -ROOM ET- 0- - ®VINYL GLAZING FILM - N.I.C. Q,MARKETING 9'-0 J 1® -1 961 A 3/4" FIRE-RESISTANT PLYWOOD FLOOR TO 8'-0" 0 N W : __ 13'-1 TELLER -CONNECT CONFERENCE WORK MARKETING ®EQUIPMENT DOOR STOP zo ATM V IBULE M OM _ _ TELLERCONNECT CONFERENCE WORK 9® DIAGONAL STUD BRACE TO STRUCTURE H ATM V IBULE ® 1" 0 X 2" DEEP HOLE FOR DUSTPROOF STRIKES INSTALLED IN SLAB (BOLT EXTENDED) .- - N CASH `� 0'-10 9'-0 CASH - _ 996 DECORATIVE "SUNBURST" CEILING ELEMENT BY OWNER VENDOR; REFER TO DETAIL; G.C. W ' Y 8'-1 R M TO PROVIDE BLOCK. COORDINATE LOCATION WITH THE CENTER OF THE CARPET CIRCLE w > A EQ 3'-1" 3'-1" EQ O BELOW. o z s -6 ® INTERIOR PAINT LOCATION / EXTENTS: o 0 0 ATM & - SEE FINISH PLAN AND z CEILING PLAN SAFE KEYNA PAINTODATATES FOR ACCENT N a REFLECTED Al REFLECTED CEILING PLAN A5 ATM DRIVE THRU A7 FURNITURE &FINISH PLAN WALL B a o SCALE: 1 /8" 1'-0" SCALE: 1 /8" = 1'-0" SCALE: 1 /8" = 1'-0" o o N Q O N a 1 2 3 4 5 6 7 8 9 10 11 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REFLECTED CEILING, �t,.�I \N��4J��, AND FINISH PLANA044101 REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED.Sf : AS NOTED t KEYNOTES DOOR SCHEDULE ® PORCELAIN WALL PANEL SYSTEM ' DOOR TYPE LBL. COMMENTS OFTALUMINUM COMPOSITE CLADDING SYSTEM H ^r , NO. DOOR FRAME ® MANUFACTURED COPING SYSTEM 101 1 C AL - 1® HOLLOW METAL DOOR R 0 - 102 1 G GL - 11 - -� i o e 1® HOLLOW METAL FRAME �, , ®ALUMINUM DOOR » 01 o /� / 0 104 H BR - 2 6 '. a, IF 0 105 A3 HM - 2, 7 81 FLUSH WOOD DOOR 107 Al WD - 6 8 ®®® ® BALLISTICALL-GLASS SIS ANT DOOR - N.I.C. x N - Y i P P � ��❑ o � 0 2' DOOR WIDTH 2 108 Al WD 1, 6 ®ALUMINUM -FRAMED STOREFRONT ;�,Irl109 A WD - 5 6 ®ALL -GLASS STOREFRONT HOLLOW 11OA A4 HM - 6 g 10 0 _® ® PANIC, HARDWARE 3'-0" 2'-�" 3,-0N 4'-0" ,- s'n0" 3'-4-" V.I.F 3f_ON METAL "FRAME 1;08 Al HM - 6 1 ®PEEPADO ACCESS -CONTROL HARDWARE J I 11 4/ V.I.F. H 5 SCALE: _ 7 et 112 Al HM 6E ®GLAZING SYSTEM DOOR PULL © 113 A2 HM - EX - 2 EX - 1 EX - 2 ® TEMPERED GLASS GLAZING L# 115 B GL - ® EXTERIOR GLAZING UF7116 B GL - ® FIXED LOUVER 117 B GL _ @_lAT EXTE 10 L TIN ®INTERIOR PAINT 118 B GL SCALE: 1/8" = 1'-0" ® BACKLIT DIMENSIONAL LETTER SIGNAGE - N.I.C. G /� /� L 119 B GL - 1® PANAL SIGNAGE 121 F WD - 8 - ® ILLUMINATED DRIVE -THROUGH LANE SIGN ` 3 o o o c �� 122 D AL - EX 1 � LIGHT -FRAME TRUSS SIGN PER FL 69A-60.0081 - N.I.C. - in � � I C Li N ® EXTERIOR SUN CONTROL DEVICE o '� o i 124 H HM - 6 IT ® BICYCLE RACK n � ^ Y LATCH � . LATCH � LATCH � R I , 1 R I 0 0 o Lu i "' i "' / `'' `n i COMMENTS 1 VIEWER ACTIVE FROM BREAK ROOM ®OVERFLOW DRAIN COVERED OUTLET 2 VIEWER ACTIVE FROM TELLER ROOM ®PARABIT READER -CARD READER ACCESS - O.F.C.I. 3 VIEWER ACTIVE FROM CASH ROOM Qt ®SCHEDULED DOOR " " " " N " " 10 ALIGN 3 -0 3 -0 3 -0 3 -0 3 -4 3 -0 3 -0 4 POCKET DOOR'"irkt9` 1® VINYL GLAZING FILM - N.I.C. Al ® ® A4 SCHEDULED FINISH © © 5 1" UNDERCUT 6 DOOR FINISH TO MATCH ADJACENT WEE ALL -GLASS GLAZING FRAME F1 DOOR "ELEVATIONS WALL FINISH. EQ EQ EQ EQ EQ r SCALE: 1/4 - 1 0 7 BULLET RESISTANT DOOR ® _ co 8 SPECIALTY DOOR BY MILLWORK °° ■ F VENDOER � ` - �• 9 INSULATED DOOR Q^ � � M 70' o �. 10 VIEWER ACTIVE FROM VESTIBULE SIDE N U 11 INSTALL ADHESIVE SIGN ON LOBBY SIDE OF DOORS -"THIS DOOR TO �Ex - 2 EX - 1 EX - 2 EX - 2 EX - 1 0 1 ., o M TYP. lf_6N REMAIN" UNLOCKED DURING BUSINESS -7 �T��H����Rjo�RE�LEVA�TION�....aTYPco - HOURS /`M` M ° o o o -FE o "EXIT" FRAME MATERIAL: _ WEST DRIVE —THROUGH ELEVATION HM HOLLOW METAL BRIXLLE 12'-5 " 30' 4�" 26' 1 2" F11 " " �° AL ALUMINUM STOREFRONT SCALE: 1 /8 = 1 -0 � co m J TYP. c EQ EQ o WD PLASTIC -LAMINATE -CLAD WOOD — w // // "EMERGLO EXIT ;�, BR BALLISTIC -RESISTANT HOLLOW METAL - EQ EQ EQ EQ 0 o ONLY" N.I.C. - PROVIDE CASED OPENING Q " �o a� a� w BRAILLE GL OPENING IN ALL -GLASS GLAZING � �; ��,. -� � � � •� x SYSTEM 11€# �, ` la ` m w 10'-10" V.I.F. 7'-8" V.I.F. E4 EXIT SIGNS .� t I'fli ° . ` 11 w o © SCALE: 1 /4 1 -0 ) I e _ a--+ N TYP .� ram° �0� o TYP. o O V N L 0St ELIEE ® —' NORTH DRIVE —THROUGH ELEVATION Q o TYP. E 11 SCALE: 1 /8" _ ,'-0" N L RME R x 0 0 ` EQ EQ EQ EQ EQAl L TYP. f N EX - 2 EX - 2 EX -1 _ O •"'d A7" -6 V.LF. @ASCALF/P!T� IOR ELEVATION p _ NN f N , N 1 N 1 N , " , n " w a 2 -3� 5'- 1Oh 3 -3Y 3 -2 6 -3% 3 -23/ DOOR WIDTH 6 -5 DOOR WIDTH 3 -8� DOOR WIDTH � O A EX - 1 w 19'-4%" V.I.F. 23'-3" V.I.F. �; 810 O © O O 0 Of TYP 0 4 .� O INTERIOR STOREFRONT ELEVATIONS XTERIOR LOUVER`''N N g�E "4 o SCALE: 1/4 = 1 -0 VERIFY ALL OPENINGS SCALE: 1/4=V�n1(Q'' ALL OPENINGS r-._ _ . I-� D11 EAST DRIVES THROUGH ELEVATION m r EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ I i,I, �. � SCALE: 1 /8 1 0 a1 A EQ EQ EQ EQ d L�J v � O `'i ~' Li a o ® ® ® Or �C o^ � � E Q E aC �' Cn �p oa ' // // a m 6. o c EX - 1 EX - 1 EX - 2 TYP J J N / 1 Lu C¢) N C11 SOUTH DRIVE THROUGH ELEVATION N '; 3'-�" EXTERIOR ELEVATION SCALE: ,/8" _ ,'-°" cn N ° N °o x @MT$SCALE:1= 1'-0" � M � R 18 -7Y V.I.F. 23 -6 V.I.F. � o " " 3'-�" V.I.F. i � D3 �' OE S F2 CD I co B EQ 6'-3" EQ EQ EQ EQ EQ EQ 3'-933/6" EQ EQ EQ EQ EQ EQ EQ 3'-933" 3'-6%" EQ EQ EQ EQ 3'-4h" 0 • O [Z] o 0 0 0 0 N / // N / / / / / / / // / > x - o x o x xp s x x N 04 N N N N a o_ 1 // I 1 I 1 I 1 in L+- o in o in b in I I I I a I o in C) in � p > N x0 md I L==d 00 90 El rn o 0 10'-93�" V.I.F. 0 7'-8" V.I.F. 0 29'-10 20'-0%" A i 1. Al i i i i i � O CV N N CV CV N Z co �, DOOR WIDTH 11 11 o 0 cn OB C1 C2 D1 D2 cn 0 10'-2%" V.I.F. c=) &EXTERIOR STOREFRONT ELEVATIONSoLE: 1/4" = l'-O" VERIFY ALL OPENINGS �' o Q 0 N � o 1 2 3 4 5 6 7 8 9 10 11 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR EXTERIOR F11VATIONS AND DOOR SCHEDULE REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. A09001'SCALE: AS NQTED H.. F 3 d: 0 fi E M O - C L 4 L r O _D L D �k o D C + C fr: o J o C I O IL n r. co q. T N iF :3 F- (, - D i V I 15 '' O fi O 7j> w B ' (D F F1 r: O 8'-2" SIM. 8'-2" FtAMiA� D1M. E 3 1 B1 SIM. s N I C4 A " lii Y 0 FIN. FLR. O WALL SECTION WALL SECTION WALL SECTION o 4.1 Al SCALE: 1/4" = 1'-0" A2 SCALE: 1/4" = 1'-0" ~ SCALE: 1/4" � nn� n" F J• ALL SECTION WALL SECTION Q WALL SECTION WALL SECTION WALL SECTION (gW SCALE: SCALE: SCALE: SCALE: 1 /4 1 0 D 10 SCALE: TOP FF F1 11111 1 1� TOP FRAMING ffn FIN �FLR. A4 �/� ECTI@LSC!�lS'9N )��ECTl 9 N A7 WALL S ECT19 N A8 WALL S ECT19 N A9 WALL S ECToO NA 10 WL19N �CL1 0 /4 / / / / KEYNOTES ® CAST —IN —PLACE CONCRETE MEN STEEL JOIST FRAMING ® STRUCTURAL METAL STUD FRAMING FOZT70 PLYWOOD SHEATHING ® BATT INSULATION 0® ALUMINUM CO,POSITE CLADDING SYSTEM ® PORCELAIN WALL PANEL SYSTEM � THERMOPLASTIC POLYOLEFIN MEMBRANE ROOFING ® ALUMINUM —FRAMED STOREFRONT FOB ALL —GLASS STOREFRONT ® FIXED ALUMINUM R® PORTLAND CEMENT STUCCO ® GYPSUM BOARD 5/8" U.N.O. ® EXTERIOR SUN CONTROL DEVICE 1® PREFABRICATED CONCRETE PANEL VAULT ® STRUCTURAL METAL FRAMING ® STRUCTURAL METAL COLUMN HER SCHEDULED DOOR ® SCHEDULED CEILING o coo •rn r . 0 ti N_ CJ •+_-' G 0)U -0 � M �iN co ON � r CQ)O o CD oo U 00 M C V+ L O (o N M 0 oM_o LO U C ■ � � N = tom 7 0 .- Wco E ' < a N � L Uco o U O L _N . Q ..r aA C O .p O Of c0 rya W Q CL E U lei �C C) Q p J CD M� W �1 O LL �-+ 2 m J vS J F—_^ c 1.. - _ (D E 0 N E E 0 U Y 0 a .o U O .D H uj W 4 0 0 a� L U m 0 =) -0 N o a N fl O 1 2 1 3 THE -DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 I 7 8 0 10 12 1sheet no. WALK SECTIONS C,,, t,' "OT i S ewsi � eswe•� esaa:moose. "�• � �� G U) z 0 a W 0 F Lu z E 0 0 105 ELEVATION C co &SCALE:SH ROON 0 1 /4 = 1'-O" cn c) 6 0 c O D C) / U) 0 a 0) .3 a r) LO O 0 o C rsi 0 d (M ELEVATION A r RESTROOM 1 /4 = 1'-0" N L i_ D co 0 0 I iB a� 4- 0 N O a _ E N �I Q_ U N I N N I N A O z 0 125 ELEVATION D Al COUPON Bt o SCALE: 1 /4 = 1'-O" 0- 111 ELEVATION A RAOMEN'S Ti SCALE. 1 /4 102 ELEVATION ��A// G3 SCAALLE: 1'4 = 1'-O" 1,7A41L I m ILI k1l, 108 ELEVATION B C3 BREAK ROOM .� 0on •!_7 l' Iff r I r r ELEVATION B ELEVATION C 1 BOTTOM OF REFLECTIVE SURFACE 112 MEN'S TOILET ROOM OPP 2 FLUSH LEVER MOUNTED ON OPEN SIDE ELEVATION D EA I LLLLIN LIIII `F SCALE: 1 /4 = 1'-O" (M ELEVATION B JAN ITO R C5 SCALE: 1/4 = 1'-O" f[iI�i fiL1�l � ELEVATION D ELEVATION C r ff�/�i 0I , \M i 1. M ELEVATION D G7 T L. ER -CO NEC SCALE: 1 /4 = 1'-O" ELEVATION B ELEVATION B 122 ELEVATION B E9 CONFERENC EQ EQ EQ EQ C RAG_ C R RF_ R R RF C R RG EQ 120 221 ELEVATION B T7 WORK ROOT SCALE: 1 /4 = 1'-0" MOUNT OVER COUNTI ELEVATION D EQ KEYNOTES NIGHT DEPOSITORY ® PLASTIC -LAMINATE -CLAD ARCHITECTURAL CABINET ® ADJUSTABLE SHELVES & BRACKETS FQI�A CERAMIC TILE ® FIBERGLASS -REINFORCED -PLASTIC PANELS ® TACK BOARD ® PANEL SIGNAGE ® FIRE EXTINGUISHER CABINET ® SANITARY NAPKIN DISPOSAL © BABY CHANGING STATION ® FRAMED MIRROR ® GRAB BAR ® SOAP DISPENSER © TOILET TISSUE DISPENSER ® PAPER TOWEL DISPENSER ® PAPER TOWEL DISPENSER/WASTE RECEPTACLE ® ROBE HOOK ® MOP & BROOM HANGER ® UNDERLAVATORY GUARD ® CASH SAFE - N.I.C. ® AUTOMATIC TELLER MACHINE 1® NIGHT DEPOSITORY © TELLER EQUIPMENT- N.I.0 FlTT7Y TELLER CONNECT - N.I.C. ® REFRIGERATOR ® MICROWAVE OVEN ® WATER COOLER 1® PLASTIC -LAMINATE -CLAD COUNTERTOP ® SOLID SURFACING COUNTERTOP 2 A ELECTRIC DOMESTIC WATER HEATER 2® WATER CLOSET ® LAVATORY ® UTILITY SINK ®K KITCHEN SINK ® ELECTRIC WATER COOLER ® TEMPERATURE SENSOR ® UNDER -CABINET COUNTER LIGHT ® INDIRECT COVE LIGHTING ® ELECTRICAL RECEPTACLE ® ELECTRICAL SWITCH ® TELEPHONE -DATA JACK ® FLAT -PANEL TELEVISION ® CARD KEY ACCESS CONTROL HARDWARE ® VIDEO SURVEILLANCE MONITOR ® MULTI -FUNCTION PRINTER - N.I.C. ®V SHREDDER BIN - N.I.C. ® WALL BY VENDOR 600 TELLERLINE ® FASCIA 6 R CHECK WRITING COUNTER - N.I.C. ® SCHEDULED DOOR 69 SCHEDULED BASE ® ALIGN F9237A SUPPORT BRACKET & DRAIN -PAN SHELF ® VALANCE TO HIDE UNDER -CABINET LIGHT AD PLASTIC -LAMINATE -CLAD END PANEL ® REMOVABLE PLASTIC -LAMINATE -CLAD WOOD ACCESS PANEL GENERAL NOTES: 1. ALL CASEWORK IS N.I.C. 2. COORDINATE DIMENSIONS & LOCATIONS w/ BANK EQUIP. MANUF. =T ACCESSORIES SCHEDULE BRAILLE EXIT RGNCY ONLY" I I / o BRAILLE I EQ EQ \ / Ln DEVICE A7 11N"EIG�T�@FIAR Et EXTINGUISHER A9 EXI 1 SIGNo"// / i ho 0) U r CD •� "� CNN o � � O op U M cq y W Vi M C '� 0 M n 1 W M � a io cC) C ■ ICU tea= io co ^+ W E E V L r- N06 a� ' U) I- C N Vj 0 m ■� T cq 5 cl T Q � �UOLL ® u 1✓ Q CD O � I . co m a LLJ E U = c c L L7 O 0 Q� E L U m -' ZD�CD� r o =3 J J F— _ (%) F1I r- r�l c 0 a L) N a� v 0 -o w CL o 0 o � a � c Ucn m N � or N O 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 6 7 9 10 12 ' sheet no.' INTERIOR ELEVATION Al 1 'A AS N T S� .LE' O EU H * G FI 0) 3 J Q w 0 23 cn .3 0 L y Q Q� L 0 / D U 0. Q / 0 U .- z� c- 0 - U. LP• 6 0 Ln O , O o C n O O a / T a N U) 7 L D O n O %B a� O N 6 c- 0 IZ F- Q d- w 0) N A 0 Z z� M. 1'-6" WALL CABINET @ WALL CABINET @ WALL CABINET @ WALL CABINET E1 BREAK ROOM E2 S��RAH Oii E3 PRINT ROOM E4 PRINT 4RY SCALE: 3/4" = 1'-0" AL3/4"'-0" SCALE: 3/4" = 1'-O" SCALE: 3/4 SECTION AT OLEL�E"Oo 1Y2" KEYNOTES ® METAL SUPPORT BRACKET RAKKS EH-1824, CLEAR ANODIZED C PRESERVATIVE -TREATED DIMENSIONAL LUMBER 3 5/8"016"O.C. 1 F06FU DIMENSIONAL LUMBER 3 5/8"016"O.C. C PLYWOOD SHEATHING N ® PREFINISHED HARDBOARD PANELING ® FINISH -GRADE WOOD BOARD C BATT INSULATION 3 5/8"016"O.C. ® HOLLOW METAL FRAME F0_n_­Al CABINET DOOR/DRAWER PULL C PULL OUT DRAWER 2 1/2"016"O.C. C CABINET LOCK N z ® ADJUSTABLE SHELF STANDARDS N ADJUSTABLE SHELF & BRACKETS ® ALL -GLASS DOOR v 0 ALL -GLASS INTERIOR STOREFRONT 2 1/2"016"O.C. a ® THRESHOLD z • W ® POCKET DOOR TRACK Lu 17/ ®SLIDING DOOR TRACK ® NON—STRUCTURAL METAL STUD FRAMING ® GYPSUM BOARD 5/8" U.N.O. " 9® CERAMIC TILE 1/2" N ®SCHLUTER SCHIENE TILE EDGE STRIP _map FIRE —RETARDANT ® BATT INSULATION 7 MTq. ® TELLER CONNECT N.I.C. 1/2" " " 1/2" " ® MICROWAVE OVEN FlRE—RETARDANT �, FlRE—RETARDANT " 0 PLASTIC— LAMINATE— CLAD COUNTERTOP ® SOLID SURFACING COUNTERTOP — N.I.C. RUBBERMAID LARGE WASTEBASKET MODEL# 2957; N TELLERS: 5'-3" N 3' —0" COLOR:BLACK; SIZE OF UNIT: 15 1/4"D X 1 VW X 19 7/8"H U.N 0�" ®16" O.C. ® FLOOR MAT AND FRAME ®K STAINLESS STEEL SINK C UNDER —CABINET LIGHT FIXTURE 6 G PROVIDE CUTOUT AT BACK PANEL TO ACCESS SCHEDULED OUTLET DEVICE ® FLAT PANEL TELEVISION 6"016"O.C. 6"016"O.C. C WALL BY VENDOR 1® SCHEDULED DOOR Ir SCREEN DISPLAY SCREEN DISPLAY 69 GYPSUM BOARD ASSEMBLY TELLERS SCREEN DISPLAY @ LOBBY ® CONFERENCE ® SCHEDULED FLOOR Q 9 A SCHEDULED CEILING F6 SCALE: 1 1/2" = 1'-0" FU SCALE: 1 1/2" = 1'-O" F9 SCALE: 1 1/2" = 1'-0" ® SCHEDULED BASE 047 PLASTIC -LAMINATE -CLAD WOOD DOOR FRAME 01 1'-6" 1® ALIGN C ALUMINUM BREAK -METAL TO MATCH STOREFRONT ® PLASTIC LAMINATE ON INTERIOR SIDES & BACK C VALANCE TO HIDE UNDER -CABINET LIGHT 2'-0" C PLASTIC -LAMINATE -CLAD WOOD SHELF PANELS ® PLASTIC -LAMINATE CLAD DOOR/DRAWER FACE C REMOVABLE PLASTIC -LAMINATE -CLAD WOOD ACCESS PANEL GROMMETED WIRING HOLE ® NEOPRENE GASKET NEC DIAGONAL STUD BRACING TO STRUCTURE/DECK ® 1" 0 X 2" DEEP HOLE FOR DUSTPROOF STRIKES INSTALLED IN SLAB (BOLT EXTENDED) 11 117 11 11 '7111 996 G1 POWER AND DATA FOR MONITOR; COORDINATE LOCATION WITH ELECTRICAL <D I & 20" & 20" 660 �1 g �, 0� ® ENDS ® ENDS 1 x4 CONT. 'r 10 CONT. COUNTER @ COUNTER ® CABINET @ 0 ENDS CABINET ® 0 ENDS CASH ROOM G CASH ROOM @2E �P�SE f� WORKAY@_E_j�����OOOM JANITORCLOSET E: 3/4�" SCALE: 3//4"'-0" C1 O SCALE: 3/4" = 1'-0" 2'-O" ® ENDS ADA SINK @ BASE CABINET ® TELLER ®ENDS TELLER ®E ENDS TELLER ® ENDS TELLER ® ENDS TELLER @ ENDS A3 BASE�4CABINET (A4)sBREAK" ROOM (A5�LM A6 BACK�4COUTTE�RA7 BACK�4�R[�TER AS BACK�4C01UNTER A9 BACK�4��[�TER A10 BACK`4COUNTER ND &ATM SIM. 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF SUNTRUST BANKS, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. i 0 i C4 N ® (n N C-' li N 4 Y Cm U _ cD 20 .Nµ N ILO o rl a) w` MNQ V i ^ M p) L CD ^, lV M�0 M O L C co O a� p U C (� 0) ct 00 A+ . W E cc LE co � � L ca a� Ua� ..N H y U co 0 u- �Q _ o C C) O � I c� � r— �v W v CL w E U c C O NL O p Q co cn < _p E o M W Q L� U Q }, = m _ CDcl:� =3 W °I�° Cn N N 0 CL U N m v a+ v v W d o •U � co m � N �o � N v O 4 5 7 10 12 1 sheet no. M11--l-WORK DETAILS 121 SC"°i_E: AS NOTEDAl + CJ HI GI FI EI E CL i A N 0 n - GENERAL NOTES MISCELLANEOUS 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4. APPLICABLE BUILDING CODE: 5TH EDITION (2014) FLORIDA BUILDING CODE. 5. GRAVITY DESIGN LOADS: SUPERIMPOSED TOTAL AREA LIVE LOAD DEAD LOAD ROOF 20 PSF 25 PSF 6. WIND DESIGN CRITERIA: ULTIMATE WIND SPEED: VULT = 137 MPH (3 SECOND GUST) EQUIVALENT NOMINAL BASIC WIND SPEED VASD = 106 MPH (3 SECOND GUST) RISK CATEGORY = II EXPOSURE CATEGORY = C ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT, GCP1= +/-0.18 7. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REFERENCED BUILDING CODE. 8. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 9. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 10. SECTIONS AND DETAILS ARE REFERENCED IN TYPICAL LOCATIONS BUT ALSO APPLY TO ALL OTHER SIMILAR CONDITIONS. 11. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 12. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN. ALLOW FOR TWO WEEKS REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY THIS FIRM. ALL SUBMITTALS SHALL BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE DELEGATED ENGINEER, WHERE SPECIFIED HEREIN. 13. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER'S REVIEW THEREOF. 14. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 15. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. GLAZED CURTAIN WALL, STOREFRONT, WINDOW AND DOOR SYSTEMS 1. EXTERIOR GLAZED OPENINGS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES. 2. THIS BUILDING HAS BEEN DESIGNED AS "ENCLOSED". REFER TO THE STRUCTURAL DRAWINGS FOR COMPONENTS AND CLADDING MINIMUM DESIGN WIND PRESSURES. 3. IF THIS SITE IS LOCATED WITHIN A WIND BORNE DEBRIS REGION, AS SHOWN IN FIGURE 1609 OF THE FLORIDA BUILDING CODE, ALL EXTERIOR GLAZED OPENINGS SHALL BE DESIGNED AND TESTED FOR MISSILE IMPACT OR PROTECTED BY APPROVED SCREENS OR SHUTTERS. 4. A LICENSED PROFESSIONAL ENGINEER SHALL DESIGN THE EXTERIOR GLAZED SYSTEMS, SHOP DRAWINGS, AND OVERSEE ANY LOAD TESTING. 5. SIGNED AND SEALED SHOP DRAWINGS, NOTICE OF ACCEPTANCE (NOA), OR FLORIDA PRODUCT APPROVAL DOCUMENTATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE ARCHITECT'S REQUIREMENTS. DELEGATED ENGINEER 1. WHERE NOTED HEREIN, A LICENSED PROFESSIONAL (DELEGATED) ENGINEER SHALL BE RETAINED TO DESIGN THE PRODUCT OR ASSEMBLY. 2. THE DELEGATED ENGINEER SHALL BE EXPERIENCED IN THE DESIGN OF THE REFERENCED PRODUCT OR ASSEMBLY. 3. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 4. IT IS THE DELEGATED ENGINEER'S RESPONSIBILITY TO REVIEW THE ENGINEER OF RECORD'S WRITTEN ENGINEERING REQUIREMENTS AND AUTHORIZATION FOR THE DELEGATED ENGINEERING DOCUMENT TO DETERMINE THE APPROPRIATE SCOPE OF ENGINEERING. 5. THE DELEGATED ENGINEERING DOCUMENT SHALL COMPLY WITH THE WRITTEN ENGINEERING REQUIREMENTS RECEIVED FROM THE ENGINEER OF RECORD. THEY SHALL INCLUDE THE PROJECT IDENTIFICATION AND THE CRITERIA USED AS A BASIS FOR ITS PREPARATION. IF A DELEGATED ENGINEER DETERMINES THERE ARE DETAILS, FEATURES OR UNANTICIPATED PROJECT LIMITS WHICH CONFLICT WITH THE WRITTEN ENGINEERING REQUIREMENTS PROVIDED BY THE ENGINEER OF RECORD, THE DELEGATED ENGINEER SHALL TIMELY CONTACT THE ENGINEER OF RECORD FOR RESOLUTION OF CONFLICTS. 6. THE DELEGATED ENGINEER SHALL FORWARD THE DELEGATED ENGINEERING DOCUMENT TO THE ENGINEER OF RECORD FOR REVIEW. ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AND INCLUDE: A) DRAWINGS INTRODUCING ENGINEERING INPUT SUCH AS DEFINING THE CONFIGURATION OR STRUCTURAL CAPACITY OF STRUCTURAL COMPONENTS AND/OR THEIR ASSEMBLY INTO STRUCTURAL SYSTEMS. B) CALCULATIONS. SITE WORK 1. A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT SITE BY UNIVERSAL ENGINEERING SCIENCES. SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED IN THE PROJECT SOILS REPORT NO. 0830.1600123 DATED MAY 22, 2016, WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS. 2. SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. 3. CONTRACTOR SHALL REVIEW THE SOILS REPORT AND VERIFY THAT TEST BORINGS HAVE BEEN DONE UNDER ALL BUILDINGS) PRIOR TO BEGINNING EARTHWORK. 4. INFORMATION FROM GEOTECHNICAL REPORT: A) DESIGN SOIL BEARING PRESSURE = 2500 PSF. B) ESTIMATED MAXIMUM SETTLEMENT = 1 INCH. C) ESTIMATED DIFFERENTIAL SETTLEMENT = 1 /2 INCH. 5. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING MINIMUM TESTS. REFER TO SOILS REPORT FOR ANY ADDITIONAL TESTING. A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUBGRADE AND COMPACTED FILL. B) ONE DENSITY TEST AT EACH COLUMN FOOTING. C) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. 6. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 7. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. 8. THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE, OTHERWISE, PLYWOOD FORMS MUST BE USED. 9. EXERCISE CARE WHEN COMPACTING NEAR ADJACENT STRUCTURES. FOLLOW THE RECOMMENDATIONS IN THE SOILS REPORT AND DOCUMENT EXISTING CONDITIONS WITH PHOTOGRAPHS PRIOR TO STARTING WORK. 10. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITY LINES, TANKS, ETC. WITHIN THE CONSTRUCTION AREA AND RELOCATE THEM AS DIRECTED BY THE CIVIL ENGINEER. CAST IN PLACE CONCRETE 1. ALL CAST -IN -PLACE CONCRETE WORK INCLUDES REINFORCING STEEL AND RELATED WORK SHOWN INCLUDING FORMWORK, SETTING ANCHOR BOLTS, PLATES, FRAMES, DOWELS FOR MASONRY OR OTHER ITEMS EMBEDDED IN CONCRETE. 2. APPLICABLE STANDARDS ACI NUMBER TITLE 117 STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION 226 GROUND GRANULATED BLAST -FURNACE SLAG 301 STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS 302 GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION 304 GUIDE FOR MEASURING MIXING, TRANSPORTING AND PLACING CONCRETE 304.2R PLACING CONCRETE BY PUMPING METHODS. 305R HOT WEATHER CONCRETING 306R COLD WEATHER CONCRETING 308 STANDARD PRACTICE FOR CURING CONCRETE 309R GUIDE FOR CONSOLIDATION OF CONCRETE 315 MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK CRSI NUMBERTITLE 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS 3. CONCRETE MATERIALS A) PORTLAND CEMENT - ASTM C 150, TYPE I B) AGGREGATES - NORMAL WEIGHT CONCRETE, COARSE AND FINE, ASTM C33. STRUCTURAL LIGHT WEIGHT ASTM C330. C) AIR -ENTRAINING - ASTM C260 D) WATER REDUCING - ASTM C494, TYPE A E) WATER - FRESH, CLEAN AND POTABLE F) NO ACCELERATORS, RETARDERS OR ADMIXTURES CONTAINING CHLORIDES WILL BE PERMITTED G) FLY -ASH - ASTM C618, CLASS F, 20% MAXIMUM OF CEMENTITIOUS MATERIAL RY WFI(;HT nn NOT I IqF FOR FYPngFR SI ARS nR ARCHITF('.TI IRAI (,nN(RFTF 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. H) SUPER PLASTICIZER - ASTM C494, TYPE F OR G, WHERE AUTHORIZED BY THE ENGINEER. 1) GROUND GRANULATED BLAST -FURNACE SLAG CEMENT - ASTM C989, 50% MAXIMUM BY WEIGHT. J) MAXIMUM AGGREGATE SIZE - FOOTINGS = #57, OTHERS #67 4. REINFORCING MATERIALS A) DEFORMED BARS - ASTM A615, GRADE 60 B) SMOOTH DOWELS - ASTM A615, PLAIN BARS, MINIMUM YIELD STRENGTH OF 60,000 PSI. C) CORROSION RESISTANT UNCOATED STEEL (MMFX-2) - ASTM A615, GRADE 75 AND ASTM A1035 LOW -CARBON (8% MINIMUM) CHROMIUM BY MMFX OR EQUAL. D) WELDED WIRE FABRIC - ASTM A185, PLAIN WIRE FABRIC IN FLAT SHEETS ONLY. E) ACCESSORIES TO CONFORM TO ACI 315. F) WHERE CONCRETE SURFACES ARE EXPOSED, MAKE THOSE PORTIONS OF ALL ACCESSORIES IN CONTACT WITH THE CONCRETE SURFACE OR WITHIN 1 /2 INCH THEREOF, OF PLASTIC OR STAINLESS STEEL. 5. PROVIDE THE FOLLOWING MINIMUM CONCRETE STRENGTHS AT 28 DAYS: A) FOOTINGS, SLAB -ON -GRADE -------------------- 3000 PSI B) MASONRY WALL BEAMS, TIE COLUMNS ------------ 3000 PSI C) FORMED COLUMNS, WALLS, BEAMS & SLABS ------- 4000 PSI 6. CONCRETE MUST BE BATCHED, MIXED AND TRANSPORTED IN ACCORDANCE WITH THE SPECIFICATIONS FOR READY -MIXED CONCRETE ASTM C94. 7. REQUIRED SLUMP = 4 PLUS OR MINUS ONE INCH. 8. CONCRETE MUST BE PLACED WITHIN 90 MINUTES OF BATCH TIME. WHEN AIR TEMPERATURE IS BETWEEN 85 AND 90 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 75 MINUTES. WHEN AIR TEMPERATURE IS HIGHER THAN 90 DEGREES F, REDUCE MIXING AND DELIVERY TIME TO 60 MINUTES. 9. DO NOT ADD WATER AT THE JOB SITE WITHOUT APPROVAL OF THE PROJECT SUPERINTENDENT. DO NOT EXCEED THE SLUMP LIMITATION. USE ONLY COLD WATER FROM THE TRUCK TANK. ANY ADDED WATER MUST BE INDICATED ON THE DELIVERY TICKET PLUS THE NAME OF THE PERSON AUTHORIZING. TEST CYLINDERS SHALL BE TAKEN AFTER THE ADDITION OF WATER. 10. LAP SPLICE REINFORCING PER CONCRETE LAP SCHEDULE MINIMUM UNLESS OTHERWISE SHOWN OR NOTED. 11. PROVIDE CORNER BARS AT ALL WALL FOOTING, WALL AND BEAM CORNERS. SIZE AND NUMBER TO MATCH HORIZONTAL BARS. 12. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND NUMBER OF VERTICAL BARS. EMBED DOWELS TO 3" ABOVE BOTTOM OF FOOTINGS. 13. REINFORCEMENT SHALL BE FASTENED AND SECURED TOGETHER TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS OR THE PLACING OF CONCRETE. 14. REINFORCING BAR COVER A) FOOTINGS 2" (TOP), 3" (SIDES AND BOTTOM) B) COLUMNS AND BEAMS 1-1/2" C) SLABS 3/4" (INTERIOR), 1-1/2' (EXTERIOR) 15. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 16. SELECT PROPORTIONS IN ACCORDANCE WITH ACI 301 TO PROVIDE CONCRETE CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND WITH ACCEPTABLE FINISHING PROPERTIES, DURABILITY, SURFACE HARDENERS, APPEARANCE, AND STRENGTH REQUIREMENTS REQUIRED BY THESE SPECIFICATIONS. 17. CHAIR WELDED WIRE FABRIC REINFORCING AT 3'-0" ON CENTER MAXIMUM IN EACH DIRECTION. 18. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 MAXIMUM (NON -AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED). B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 MAXIMUM (NON -AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED). 19. DATA TO BE SUBMITTED: A) INTENDED USAGE AND LOCATION FOR EACH TYPE B) MIX DESIGN FOR EACH TYPE C) CEMENT CONTENT IN POUNDS -PER -CUBIC YARD D) COARSE AND FINE AGGREGATE IN POUNDS/CUBIC YARD E) WATER CEMENT RATIO BY WEIGHT F) CEMENT TYPE AND MANUFACTURER G) SLUMP RANGE H) AIR CONTENT I) ADMIXTURE TYPE AND MANUFACTURER J) PERCENT ADMIXTURE BY WEIGHT K) STRENGTH TEST DATA REQUIRED TO ESTABLISH MIX DESIGN. L) COMPLETE DETAIL AND PLACING SHOP DRAWINGS FOR ALL REINFORCING STEEL INCLUDING ACCESSORIES THAT HAVE BEEN REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS (IE. TOP OF CONCRETE) 20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTION OF FORMWORK, SHORING AND RE -SHORING IN ACCORDANCE WITH ACI 347. A) FORM AND SHORING DESIGN BY A P.E. REGISTERED IN THE STATE OF FLORIDA. 21. SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 22. CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS MUST BE MADE AND LOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. A) NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN BEAMS, GIRDERS AND SLABS. B) LOCATION OF ANY CONSTRUCTION JOINT NOT SHOWN IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER. 23. INTERNAL VIBRATION, PROPERLY APPLIED IS THE REQUIRED METHOD OF CONSOLIDATING PLASTIC CONCRETE. 24. PROVIDE 3/4" CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. 25. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENINGS, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMN UNLESS APPROVED BY THE ENGINEER. 26. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS INCLUDING, BUT NOT LIMITED TO, ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 27. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 28. SLOPE WALKWAYS TO DRAIN AWAY FROM THE BUILDING. 29. BUILDING FLOOR AND SITE SLABS -ON -GRADE SHALL BE 4" MINIMUM THICKNESS, UNLESS NOTED OTHERWISE. A) REINFORCED WITH 6X6 - W2.1 X W2.1 W.W.F. UNLESS NOTED OTHERWISE. B) PLACED ON 10 MIL POLYETHYLENE VAPOR RETARDER. LAP 6" AND TAPE ALL JOINTS. C) SAW -CUT CONTROL JOINTS ® LESS THAN OR EQUAL TO 15'-0" EACH WAY. D) PROVIDE HOUSEKEEPING PADS AS REQUIRED. E) SEE DRAWINGS FOR ANY ADDITIONAL CONDITIONS. 30. TESTING A) A QUALIFIED TESTING LAB SHALL BE RETAINED TO PERFORM QUALITY CONTROL WORK AND ON -SITE TESTING. B) SLUMP TEST - ASTM 143 C) MOLD AND CURE TEST CYLINDERS (ASTM C-31) AND TEST CYLINDERS FOR STRENGTH (ASTM C39). TAKE ONE TEST - THREE CYLINDERS FOR EACH DAYS POUR OF 100 CUBIC YARDS, OR FRACTION THEREOF. TEST ONE CYLINDER AT 7 DAYS, TWO AT 28 DAYS. TEST CYLINDER SAMPLES SHALL BE TAKEN AT THE POINT OF DISCHARGE WHEN USING A PUMP. D) ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO THE OWNER, ENGINEER, ARCHITECT AND GENERAL CONTRACTOR. 31. CONTRACTOR SHALL PROVIDE FLATNESS AND LEVELNESS IN CONCRETE SLABS PER ACI 302.1 R, FIG. 8.7 MINIMUM REQUIRED "F" NUMBERS FOR TYPE OF SLAB USE. REFER TO ACI 117 FOR FLOOR TOLERANCES. 32. REPAIR ANY CRACKS OR DEFECTIVE AREAS THAT WILL RESTORE THE AFFECTED SURFACE OR AREAS TO THEIR FULL DESIGN STRENGTH AND APPEARANCE. CONTACT THE STRUCTURAL ENGINEER FOR ADVICE AND EVALUATION. 33. ACCEPTANCE OF THE STRUCTURE WILL BE MADE IN CONFORMANCE WITH ACI 301. 34. ALL CAST -IN -PLACE CONCRETE MUST BE MAINTAINED WITH MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A MINIMUM OF 7 DAYS FOLLOWING THE PLACING OF THE CONCRETE BY THE USE OF A WATER SPRAY, WATER SATURATED FABRIC, MOISTURE RETAINING MEMBRANE OR LIQUID CURING COMPOUND. 35. CURE SLABS -ON -GRADE FOR THE FIRST 72 HOURS BY THE USE OF: A) FOG SPRAYING B) PONDING C) SPRINKLING D) CONTINUOUSLY WET ABSORPTIVE MATS OR FABRIC E) CONTINUE CURING BY USE OF MOISTURE RETAINING COVER UNTIL CONCRETE HAS OBTAINED ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH. F) OR LIQUID CURING COMPOUND AFTER FINISHING PROCESS IS COMPLETED. G) CONCRETE WET CURE TIME TO BE 7 DAYS MINIMUM AT 50 DEGREES MINIMUM TEMPERATURE. 36. SUBMIT MATERIALS AND METHOD OF CURING FOR REVIEW. 37. DO NOT USE MOISTURE RETAINING CURING COMPOUNDS FOR CURING SURFACES TO RECEIVE CARPET, FLEXIBLE FLOORING, CERAMIC TILED FLOORS OR OTHER SPECIFIED FLOOR SYSTEMS, UNLESS IT HAS BEEN DEMONSTRATED THAT SUCH COMPOUNDS WILL NOT PREVENT BOND. 38. DO NOT PERMIT CONCRETE NOT FULLY CURED TO BE EXPOSED TO EXCESSIVE TEMPERATURE CHANGES OR HIGH WINDS. 39. POUR ALL GROUND SLABS ON 10 MIL MINIMUM VAPOR RETARDER IN COMPLIANCE WITH ASTM E1745, LAPPED 6" MINIMUM AND FULLY TAPED. 40. EQUIPMENT MADE OF ALUMINUM OR ALUMINUM ALLOYS, SHALL NOT BE USED FOR PUMP LINES, TREMIES, OR CHUTES OTHER THAN SHORT CHUTES SUCH AS THOSE USED TO CONVEY CONCRETE FROM A TRUCK MIXER. 41. THE CODE PROHIBITS THE USE OF ALUMINUM (CONDUIT, PIPES, ETC.) IN STRUCTURAL CONCRETE UNLESS IT IS EFFECTIVELY COATED OR COVERED. MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 2000 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH FM = 1500 PSI). 2. MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION) WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI. 3. COARSE GROUT SHALL CONFORM TO ASTM C476: A) 2500 PSI AT 28 DAYS. B) 1/4" MAXIMUM AGGREGATE. C) 8" - 11" SLUMP. 4. CODES AND STANDARDS: A) SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6/ TMS 602 IS INCLUDED BY REFERENCE IN ITS ENTIRETY. B) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - ACI 530/ ASCE 5/TMS 402. 5. A REINFORCED TIE BEAM SHALL BE PROVIDED AT TOP OF ANY WALL. USE GALVANIZED MESH -TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. 6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS: A) TOP OF PARAPET WALL: (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS. 7. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT EXCEED ONE BAR DIAMETER, OR MORE THAN 1". CENTER BARS IN WALLS U.N.O. 8. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILLCELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS. CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. 9. REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. REMOVE ANY INSULATING MATERIAL FROM CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, PRIOR TO GROUT POUR. 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL BE LAPPED AS NOTED WHERE SPLICED AND SHALL BE WIRED TOGETHER. 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 13. PROVIDE HORIZONTAL WALL REINFORCING (9 GA.) HOT DIPPED GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16" O.C. JOINT REINFORCING SHALL CONFORM TO ASTM A-951. 14. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 15. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW -CUT 4" X 4". 16. PLACE GROUT IN 5' MAX. LIFTS HEIGHTS. 17. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 18. ALL MASONRY FOUNDATION STEMWALLS AND RETAINING WALLS SHALL BE FULLY GROUTED. 19. STORE BLOCKS ON PALLETS AND COVER WITH PLASTIC SHEETING. SHEET INDEX 501.00 GENERAL NOTES 501-01 GENERAL NOTES 501-02 WIND TA5LE5 502.01 FOUNDATION PLAN 50222 ROOF FRAMING PLAN 503.00 FOUNDATION DETAIL5 50321 FOUNDATION DETAIL5 505-00 FRAMING DETAIL5 505-01 FRAMING DETAILS 505.02 FRAMING DETAIL5 U "'v Z N W a o N •0 Z viz La O Z O N S s a O O C) co M N Q I 3 o_ V),%Np,W�� N � -01-100r0 r-Z 0 Lj c mat oa ymNCO.L" - L.�r_o O= 3 Ov- A - O z 3 `` t `` U) U d � U N � � N N Oo , U C14 Cl) g A\ M c coLL o o (al c (a LL C m W n ) U I✓0� 17 g_ o U) L /W♦_ VC,- �0 •U J U � p n(N L ., o 0 � o 0 0 0 m o CL L LJ E U = c _ Lrn 0 Ocn VJJ o U m +- = VS CO o = CO (2 J = Cn N N c 0 a •U 0 M r" W a 0 0 a� U m m 4) o v -0o N 4 1 5 1 6 1 7 1 8 1 9 ' 10 ' 11 ' 12 ' sheet no. GENERAL SNOTES S 0 e 00 1 AS NOTED H GI FI EI E n_ 0 i A 0 a GENERAL NOTES CONT. MASONRY CONT. 20. PLACE MASONRY IN RUNNING BOND WITH 3/8 MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT 26'-0" O.C. UNLESS NOTED OTHERWISE, 22. SUBMITTALS: A) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION. B) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. C) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. INCLUDE ALL REQUIRED DIMENSIONS AND ELEVATIONS. D) SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY UNITS PRIOR TO CONSTRUCTION. MASONRY UNITS ARE TO BE TESTED IN ACCORDANCE WITH ASTM Cl 40. 23. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS: A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR EACH 5000 SQ. FT. OF MASONRY. B) SLUMP TESTS - ASTM C143. C) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM C1314. PROVIDE ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND DURING CONSTRUCTION FOR EACH 5000 SQ. FT. OF WALL. 24. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. 25. TOPS OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN WHENEVER RAIN OCCURS AND AT THE END OF THE WORK DAY. DRILL -IN BOLTS, SCREWS AND DOWELS 1. ADHESIVE DOWELING RODS/BOLTS SHALL BE CARBON STEEL THREADED ROD CONFORMING TO ISO 898 5.8 WITH A MINIMUM TENSILE STRENGTH OF 72.5 KSI (50OMPa) AND A MINIMUM YIELD OF 58 KSI 40OMPa). THREADED RODS WITH NUTS AND WASHERS INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE HILTI HY 200 SAFE SET (ESR 3187) OR RE 500 SD (ESR 2322) ANCHORS BY HILTI OR EQUAL (SIMPSON SET-XP, ATC ULTRABOND 365CC). 2. ANCHORING ADHESIVE SHALL BE A TWO -COMPONENT SYSTEM SUPPLIED IN MANUFACTURER'S STANDARD SIDE -BY -SIDE FOIL PACKAGE AND DISPENSED THROUGH A STATIC -MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. ADHESIVE SHALL BE TESTED AND APPROVED TO MEET THE MINIMUM REQUIREMENTS OF ACI 355.4 FOR CRACKED AND UNCRACKED CONCRETE RECOGNITION. 3. DRILL -IN REBAR DOWELS SHALL BE SET USING A TWO-PART ADHESIVE AS DESCRIBED ABOVE. 4. EXPANSION BOLTS SHALL BE HILTI KB TZ (ESR 1917) OR EQUAL. BOLT SHALL MEET DUCTILITY REQUIREMENTS OF ACI 318 SECTION D1. 5. EXPANSION BOLTS SHALL HAVE CARBON STEEL ANCHOR BODY AND NUT AND WASHER SHALL BE ELECTROPLATED ZINC COATING CONFORMING TO ASTM B633 TO A MINIMUM OF 5pM. THE STAINLESS STEEL ANCHOR BODY, NUT AND WASHER, AND EXPANSION SLEEVE SHALL CONFORM TO TYPE 316 STAINLESS STEEL. EXPANSION ANCHORS SHALL MEET THE MINIMUM REQUIREMENTS OF ACI 355.2 FOR CRACKED AND UNCRACKED CONCRETE. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 6. MASONRY SCREWS SHALL BE 1/4" DIAMETER WITH 1-5/8" MINIMUM EMBEDMENT INSTALLED IN DRILLED HOLES USING AN APPROPRIATE BIT DIAMETER. 7. SCREWS SHALL HAVE A BODY MADE OF CARBON STEEL AND SHALL BE HEAT TREATED AND SHALL HAVE 8NM ZINC COATING IN ACORDANCE WITH EN ISO 4042. PROVIDE HUS EZ (ESR 3027) SCREWS BY HILTI OR EQUAL. 8. HEAVY-DUTY CONCRETE AND MASONRY SCREWS SHALL BE TESTED AND APPROVED TO MEET THE MINIMUM REQUIREMENTS OF ACI 355.2. HILTI KWICK HUS EZ (ESR-3027 FOR CONCRETE, ESR-3056 FOR GROUT FILLED MASONRY). HEAVY DUTY SCREWS BY HILTI OR EQUAL. 9. THE CONTRACTOR SHALL ARRANGE FOR AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THE ANCHORING PRODUCTS SPECIFIED. MCCARTHY AND ASSOCIATES TO RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO ARE TO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLATION. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR BUILDINGS", LATEST EDITION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1. ALL WELDING SHALL BE PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE. 3. CONNECTIONS TO SHEAR PLATE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED OTHERWISE. ALL BOLTS TO BE 3/4" DIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT UNLESS OTHERWISE NOTED. DESIGN CONNECTIONS FOR EITHER THE o ee SHEAR SHOWN ON THE DRAWINGS, A = N INDICATED S b K AT ENDS OF MEMBER OR 55% OF THE MAXIMUM LOAD(IN KIP) LISTED IN THE TABLES FOR "MINIMUM TOTAL FACTORED UNIFORM LOADS IN KIPS FOR BRACED, SIMPLE SPAN BEAMS BENT ABOUT THE STRONG AXIS" OF THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". 4. SIZE AND USE OF HOLES: SEE AISC TABLE J3.3. A) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8". HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE PROVIDED. B) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/16". C) SLOTTED HOLES: A PLATE WASHERS OR A CONTINUOUS BAR WITHSTANDARD HOLES, HAVING A SIZE SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16" THICK SHALL BE PROVIDED. TACK WELD NUT TO BOLT AFTER ERECTION. 5. STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER (WITHIN THE MILL TOLERANCE) LOCATED ABOVE THE HORIZONTAL CENTERLINE BETWEEN THE END CONNECTIONS. 6. VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF MATERIALS. 7. SHOP PRIME STEEL SURFACES EXCEPT THE FOLLOWING: A) SURFACES EMBEDDED IN CONCRETE OR MORTAR. EXTEND PRIMING OF PARTIALLY EMBEDDED MEMBERS TO A DEPTH OF 2 INCHES. B) SURFACES TO BE FIELD WELDED. C) SURFACES TO BE HIGH -STRENGTH BOLTED WITH SLIP -CRITICAL CONNECTIONS. D) SURFACES TO RECEIVE SPRAYED FIRE -RESISTIVE MATERIALS. E) GALVANIZED SURFACES. 8. SURFACE PREPARATION: CLEAN SURFACES TO BE PAINTED. REMOVE LOOSE RUST AND MILL SCALE AND SPATTER, SLAG, OR FLUX DEPOSITS. PREPARE SURFACES ACCORDING TO THE FOLLOWING SPECIFICATIONS AND STANDARDS. 9. PRIMING: IMMEDIATELY AFTER SURFACE PREPARATION, APPLY PRIMER ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AT RATE RECOMMENDED BY SSPC TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 1.5 MILS. USE PRIMING METHODS THAT RESULT IN FULL COVERAGE OF JOINTS, CORNERS, EDGES, AND EXPOSED SURFACES. A) STRIPE PAINT CORNERS, CREVICES, BOLTS, WELDS, AND SHARP EDGES. B) APPLY TWO COATS OF SHOP PAINT TO INACCESSIBLE SURFACES AFTER ASSEMBLY OR ERECTION. CHANGE COLOR OF SECOND COAT TO DISTINGUISH IT FROM FIRST. 10. PRIME AND PAINT ALL FIELD WELDS AFTER INSPECTION. 11. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING TESTS. A) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS. B) TEST 50 PERCENT OF FULL PENETRATION WELDS. 12. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. 13. STEEL SHALL CONFORM TO: WIDE FLANGE (WF)(WT) ------ ASTM A992 (50 KSI) SHAPES (L, C, MC) --------- ASTM A36 HOLLOW STRUCTURAL SECTIONS (HSS)--- ASTM A500 GRADE B (RECTANGULAR 46 KSI; ROUND 42 KSI) ANCHOR RODS --------------- ASTM F1554 (55 KSI W/S1 SUPPLEMENT) ANCHOR BOLTS -------------- ASTM A307 FRAMING BOLTS ------------- ASTM A325N OR A490N SHEAR STUDS --------------- ASTM A108 WELDING ELECTRODES -------- E70XX 14, FASTENERS AND MATERIALS USED FOR WELDING OR OTHERWISE SECURING COMPONENTS ONE TO ANOTHER SHALL BE OF DOMESTIC (USA MADE) MANUFACTURE. SIMILARLY, ALL MATERIALS USED IN THE MANUFACTURING PROCESS SHALL BE FROM A DOMESTIC SOURCE. 15. OPENINGS THROUGH STEEL BEAMS SHALL BE PROVIDED AS DETAILED ON THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE CUT IN THE SHOP. ALL RECTANGULAR OPENINGS SHALL HAVE A CORNER RADIUS OF 2 TIMES THE WEB THICKNESS, 1 /2" MINIMUM. 16. SHOP AND FIELD WELDS SHALL BE DONE BY A.W.S. CERTIFIED WELDERS. PROVIDE CURRENT CERTIFICATES UPON REQUEST. 17. NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER UNLESS SHOWN ON APPROVED SHOP DRAWINGS. 18. STEEL STAIRS AND/OR LADDERS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A LICENSED DELEGATED ENGINEER, WHO SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS. SHOP DRAWINGS SHALL SPECIFY ALL DESIGN LOADS. 1 1 2 1 3 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 19. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS, ETC., AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL FRAMING. ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, SIGNED AND SEALED BY A REGISTERED FLORIDA DELEGATED ENGINEER. 20. NON -SHRINK GROUT SHALL BE: NONMETALLIC SHRINKAGE -RESISTANT GROUT, PREMIXED, NON -CORROSIVE, NON -STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING AGENTS, COMPLYING WITH CRD-C621, CORPS OF ENGINEERS. 21. IF NOT SPECIFIED ON THE DRAWINGS, THE THROAT SIZE OF ANY FILLET WELD SHALL BE EQUAL TO 1/16" LESS THAN THE THINNEST CONNECTION COMPONENT. 22. NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED. 23. MINIMUM EMBEDMENT DEPTH OF ANCHOR BOLTS 3" FROM BOTTOM OF FOOTING. 24. ERECTION A) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING HANDLING AND STORAGE. B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED. DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE FASTENER, WHERE POSSIBLE. C) AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED. SPOT AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT. D) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES PRESCRIBED BY AISC CODE. E) DOUBLE CONNECTIONS THROUGH COLUMN WEBS OR AT BEAMS THAT FRAME OVER THE TOPS OF COLUMNS MUST BE DESIGNED TO HAVE AT LEAST ONE INSTALLED BOLT REMAIN IN PLACE TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED. ALTERNATIVELY, THE FABRICATOR MUST SUPPLY A SEAT OR EQUIVALENT DEVICE WITH A MEANS OF POSITIVE ATTACHMENT TO SUPPORT THE FIRST BEAM WHILE THE SECOND BEAM IS BEING ERECTED. OPEN WEB STEEL JOISTS 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. 2. STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS K SERIES AND OSHA STEEL ERECTION STANDARD. 3. JOISTS AND ALL ACCESSORIES SHALL BE DESIGNED BY A LICENSED DELEGATED ENGINEER WHO SHALL PREPARE DESIGN CALCULATIONS AND SUPERVISE THE PREPARATION OF SHOP DRAWINGS. 4. C D WE U VERIFY THE EXACT LOCATION AN WEIGHT OF ALL MECHANICAL EQUIPMENT WITH THE Q MECHANICAL CONTRACTOR PRIOR TO FABRICATION OF JOISTS. 5. ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS INDICATED IN DETAILS, ALL HANGERS TO BE LOCATED AT THE CENTERLINE OF THE BOTTOM CHORD MEMBER. 6. NO MODIFICATION THAT AFFECTS THE STRENGTH OF A STEEL JOIST SHALL BE MADE WITHOUT THE APPROVAL OF THE DELEGATED ENGINEER. 7. DELEGATED ENGINEER SHALL DESIGN JOISTS AND BRIDGING FOR GRAVITY LOADS AND WIND LOAD UPLIFT PRESSURES INDICATED ON THE DRAWINGS. 8. JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE DESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. 9. WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH SOLID WEB BEAMS, A STEEL JOIST SHALL BE FIELD -BOLTED AT THE COLUMN TO PROVIDE LATERAL STABILITY DURING ERECTION. 10. A 6"X6" MINIMUM VERTICAL STABILIZER PLATE TO RECEIVE THE JOIST BOTTOM CHORD MUST BE PROVIDED AT COLUMNS. THE STABILIZER PLATE MUST HAVE A 13/16 INCH HOLE FOR THE ATTACHMENT OF GUYING OR PLUMBING CABLES. 11. JOISTS AND ACCESSORIES SHALL HAVE ONE SHOP COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF THE LATEST SJI SPECIFICATIONS. SEE ARCHITECT FOR PREFERRED COLOR. 12. SEE PLAN FOR ANY CONCENTRATED LOADS OR UNUSUAL CONDITIONS. ALL JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE CONSIDERED "SPECIAL JOISTS", (SP). 13. CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING JOISTS, BRIDGING, AND ALL CONNECTIONS. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY THE DELEGATED ENGINEER. 14. THE DELEGATED ENGINEER MUST BE PROVIDED WITH A COPY OF THESE DRAWINGS AND SPECIFICATIONS. 15. PROVIDE ONE ROW UPLIFT BRIDGING AT THE FIRST PANEL POINT FROM EACH SUPPORT. 16. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL PROVIDE MEANS FOR ADEQUATE DISTRIBUTION OF CONCENTRATED LOADS SO THAT THE CARRYING CAPACITY OF ANY JOIST IS NOT EXCEEDED. 17. ONE END OF ALL JOISTS SHALL BE ATTACHED TO ITS SUPPORT IN ACCORDANCE WITH SJI SPECIFICATIONS BEFORE ALLOWING THE WEIGHT OF AN ERECTOR ON THE JOISTS. 18. SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 19. SUBMIT COMPLETE SHOP DRAWINGS FOR ALL JOISTS AND ACCESSORIES, AND A LETTER, SIGNED AND SEALED BY THE DELEGATED ENGINEER, CONFIRMING COMPLIANCE WITH THE DESIGN CRITERIA AND ALL APPLICABLE CODES. METAL DECKING 1. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 2. METAL ROOF DECK SHALL BE 1 1 /2" DEEP, 22 GA., WIDE RIB TYPE B AND GALVANIZED. (VULCRAFT 1.51322 OR EQUIVALENT.) 3. FASTEN ROOF DECK WITH #12 TEK SCREWS AT EACH SUPPORT PER 36" WIDTH AND #12 TEK SCREWS AT MIDSPAN OF SIDELAPS AS INDICATED ON PLANS. 4. MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8" DIAMETER PUDDLE WELDS AT 6" O.C. 5. METAL DECK AND SHEET METAL COATING DESIGNATION G60. 6. INSTALL ALL DECKING 3 SPAN CONTINUOUS. 7. USE WELD WASHERS FOR ALL DECKING 24 GA. AND THINNER. 8. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM METAL DECKING. 9. ROOF DECK OPENINGS 12" DIAMETER OR LARGER ARE TO HAVE SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING OPENINGS FOR ROOF SUMP PANS. 10. PRIME AND PAINT ALL FIELD WELDS AFTER INSPECTION WITH A GALVANIZED TOUCH-UP PAINT. (SEE NOTE BELOW) 11. SUBMITTALS: CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC. 12. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY INSPECT ALL DECK WELDS AND FASTENERS. COLD -FORM STEEL FRAMING 1. STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 2. COLD -FORMED STEEL FRAMING SYSTEM, INCLUDING STUDS, TRUSSES, CONNECTIONS, AND ALL ACCESSORIES, SHALL BE DESIGNED BY A DELEGATED ENGINEER WHO SHALL PREPARE CALCULATIONS AND SUPERVISE THE PREPARATION OF SHOP DRAWINGS. 3. WELDED CONNECTIONS SHALL CONFORM TO "CODE FOR WELDING IN BUILDING CONSTRUCTION, AWS D1.3". 4. ASTM A_568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS FOR STEEL, CARBON AND HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET AND COLD ROLLED SHEET. 5. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED IN LIGHT GAUGE STEEL FRAMING INSTALLATION. 6. WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING THOSE REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES HAVING JURISDICTION. 7. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE AND GRADE. STORE OFF GROUND IN A DRY VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF COVERINGS. 8. WITH EACH TYPE OF STEEL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM. 9. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR STUDS, AND 33,000 PSI FOR RUNNERS; ASTM A653. 10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 WITH A G60 COATING. 11. PROVIDE MANUFACTURER'S STANDARD STRUCTURAL "CEE" SHAPED STEEL STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 1-5/8" FLANGE AND MINIMUM 1/2" FLANGE RETURN LIP BY DIETRICH INDUSTRIES, INC. OR PRIOR APPROVED EQUAL. 12. THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH POSITIVE AND NEGATIVE WIND PRESSURE WITH A MAXIMUM DEFLECTION BASED UPON THE APPLICABLE CODE AND MATERIAL REQUIREMENTS OF THE VENEER, BUT SHALL NOT EXCEED L/360. 13. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION. FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING WITH JOINTS WELDED. PERFORM LIFTING OF PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR DISTORTION. I 14. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS. 15. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALIGN TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24" O.C. SPACING FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16" O.C., FOR OTHER TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF TRACKS. 16. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. 17. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED. 18. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHMENT, OR BOLTING. WIRE TYING OF FRAMING COMPONENTS SHALL NOT BE PERMITTED. 19. WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED. 20. SPLICES SHALL NOT BE PERMITTED. 21. PROVIDE HORIZONTAL BLOCKING BETWEEN EACH STUD AT 4'-0" ON CENTER MAXIMUM OR AT EACH SHEATHING JOINT. 22. FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS. 23. STEEL TRUSSES: A) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING OF THE TRUSS SYSTEM DURING CONSTRUCTION. B) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOAD. C) PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. D) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3" X 3" X 14 GAUGE TYPICAL AT ALL RIDGE AND VALLEY LINES. PROVIDE CONTINUOUS DECK SUPPORT BETWEEN TRUSSES AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 24. CONTRACTOR TO SUBMIT THE FOLLOWING: A) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL FRAMING SYSTEM. CALCULATIONS SHALL COVER ALL STUDS, JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT OF LIGHT GAUGE FRAMING TO CONCRETE OR STRUCTURAL STEEL. B) SUBMIT DETAILED SHOP DRAWINGS FOR STEEL FRAMING SHOWING THE TYPE AND SPACING OF ALL MEMBERS. ALL ATTACHMENTS SHALL BE CLEARLY DETAILED ON THE DRAWINGS. INDICATED SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER ACCESSORIES REQUIRED FOR PROPER INSTALLATION. C) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED DRAWINGS. 25. SUBMITTALS SHALL BEAR THE SEAL OF THE DELEGATED ENGINEER. 26. SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE GENERAL CONTRACTOR. O p 00 a '0 ao rp � ^ Z J LL � O �Ct �Oa mL."Ivav . m N 2 O'�- Z L� L li r_ N O U a N CU N 0) U c � "o N N D7 V' r T 4 o - r,0,o U op , wl� MNQ Cp C n MLm 'Q@ L o @ W co CO c'u pc m CO U-a� c6 m L O- 'd U E W R�, 2 L 06 Q (DI ( L 'an) U U f0CN U g co T r +L+ L i t�LL O / , N_ Q O 0 0 � I m L w � U = C LL I-L I CD E C J Q:f o U m o V Cn n, J_ J = = m < Lu N C O U 0 W o U cn m Q) w D N O 6 7 9 12 1 sheet no. GENERAL NOTES SCALE: AS NOTED S01.01 F 1 111N lAI H G F E D 3 v 0 Ln E 0 A d O d _ GROSS ULTIMATE WIND LOADS MAIN ROOF JOISTS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (psf) 18.0 18.0 18.0 SUCTION (psf) -51.1 400.5 -60B -m /_ CD= C A a A Ct'i ZONE ZONE ZONE 5 WALL ELEVATION COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE DIAGRAM ROOF PLAN COMPONENTS AND CLADDING ULTIMATE WIND PRESSURE DIAGRAM 1. a =63' 2. THIS 5UILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST 5E DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST 5E CERTIFIED FOR MISSILE IMPACT OR PROTECTED 5Y WIND-501;RNE DE5RI6 5Y A SCREEN 5ARRIER. 3. TO CONVERT THE (ASCE 1-10) ULTIMATE WIND PRESSURES IN THE TABLES ABOVE TO (ASD) WIND PRESSURES, MULTIPLY EACH VALUE 5Y 0.6. COMPONENT AND CLADDING LOADING DIAGRAMS - MAIN STRUCTURE E GROSS ULTIMATE WIND LOADS FLAT ROOF ROOFING MATERIALS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (psf) 221 22.1 22.E SUCTION (psf) -55.5 -93.1 -141.0 rm. rmm fir fir ULTIMATE WIND PRESSURES ( PSF) EXTERIOR DOORS, WINDOWS, WALLS EFFECTIVE AREA (ft ) ZONE 4 ZONE 5 PRESSURE SUCTION PRESSURE SUCTION 1 TO 20 59.8 -64.9 59.8 -80.1 21 TO 50 56.8 4013 56.8 -14.5 51 TO 100 53.1 -58.8 53.1 41A 101 TO 150 50.1 -55.8 50.1 42A 151 TO 250 492 -542 492 -58.8 251 TO 500 412 -522 412 -553 501 + A50VE 44.6 -49.1 44.6 -49.1 NET ULTIMATE WIND LOADS DRIVE -THROUGH ROOF JOISTS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRE55URE (psf) 54.1 80.0 50.0 SUCTION (psf) -44.1 -10-0 -10.0 GROSS ULTIMATE WIND LOADS DRIVE -THROUGH ROOF ROOFING MATERIALS COMPONENTS ROOF ZONE AND CLADDING 1 2 3 PRESSURE (psf) 54.1 80.0 105.2 SUCTION (psf) -541 -80.0 -160.0 MONOSLOPE ROOF (00< 30) DOORS, WINDOWS AND WALLS COMPONENT AND CLADDING LOADING DIAGRAMS - DRIVE THRU 1. a = 3.0' 2. THIS BUILDING IS DESIGNED AS AN OPEN STRUCTURE. ALL EXTERIOR COMPONENTS (DOORS, WINDOWS, ETC.) MUST 5E DESIGNED TO WITHSTAND THE WIND LOADINGS SPECIFIED FOR THE DESIGN OF COMPONENTS AND CLADDING IN THE TABLES. IN ADDITION, ALL AREAS OF EXTERIOR GLAZING MUST BE CERTIFIED FOR MISSILE IMPACT OR PROTECTED BY WIND-50R�E DE5RI6 5Y A SCREEN BARRIER 3. TO CONVERT THE (ASCE 1-10) ULTIMATE WIND PRESSURES IN THE TABLES A50VE TO (ASD) WIND PRESSURES, MULTIPLY EACH VALUE 5Y 0.6. 0) U c: c M ■ - cp CNN Q) 4 r `j �To ap , U % r w M O) L m /�\ M •� 0 c: .o p U C [\�„] C m C �� ca °'o< +� U) L 1�� U a = U Um T � � LL / , N_ Q 0 m � w E c) o 0 w cf) J_ m ck� c w U7 N c� N 0 0 I r- E O co E E O U O a U N v w W cl- 0 0 a� U rn m o � N � O VA 3 4 5 6 7 0 9 10 12 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. WIND TA B E E S SOI-02SCALE: AS NOTED A A.2 A.9 B H 2'-IL. 19�_�� 11'-64�� G F E D v+ 3c 0 C 0 0 0 CV O i o - 0 / O to 3 o- / a E aB v v I U N �O 0_ d L d 2.2 2.3 O'1 ap FOUNDATION PLAN SCALE: 1/4" = 1'-0" C C.1 I 8'-84" E F DRIVE THRU FOUNDATION PLAN SCALE: 1/4" = 1'-0" TWIT►5 o:6W,-wi1:C>oli � � SEE 501.00 4 601.01 FOR ORAL STRUCTURAL NOTES. 2. Fx INDICATES COLUMN FOOTING SIZE, SEE 1/5030. T/FTG EL = 4-4" UNO RELATIVE TO T/5LA15 REFERENCE EL = 0'-0" 3. BPx INDICATES BASE PLATE SIZE, SEE 1/505.01. 4. PROVIDE 4" SLAB ON GRADE REINFORCED WITH WWF 6x(o W2142.1 ON VAPOR BARRIER AND GRANULAR BASE. 5. PROVIDE 6" SLAB ON GRADE REINFORCED WITH WWF 6x6 W2 9xW2 9 ON VAPOR BARRIER AND GRANULAR BASE. 6. PROVIDE 9" SLAB ON GRADE REINFORCED WITH wo 0 12" O.C. EACH WAY, TOP AND BOTTOM ON VAPOR BARRIER AND GRANULAR BASE. 1. PROVIDE ISOLATION JOINTS AT COLUMNS, SEE 4/503,00. 8. C.J INDICATES SLAB CONTROL JOINT PER GENERAL NOTES, SEE 3/503.00. 9. PROVIDE REINFORCEMENT AT RE-ENTRANT COMERS, SEE 2/603.00. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL UTILITY AND PLUMBING SEE DETAIL 3/503.01. !1011F 00 0 c �-0 N Q 6aJ %^j ai O v) -'t oM1fm�z o co 0 � Lj ID 0 W �vs Od m :2O d� &- N 0 '0 •- O 7 0`- r .0 a: C O Z UCD ,n v a ' NU C a H E e� �GENS ' No 7 4 '.-V STAT OF rt S�ONA�-�,•�. co M Q co a) N N 1?4 °r'LO CDo U Q co T It V/ V I � C � M L CoM"O� O W LL O O � ■ m co m (LD n�' E D U (E W ^`— LL ~ O U L V) c U) ca U—co �LJ04 T .2 T 0 V, O V N O O r1r) O O Li CO O m O �- Lil ELL- U c 0 CD J = VS cf) a _� = m c J = (n N N c 0 a .c U N N N O W 0- Of o � .a � C � � C= CO U N W 0 fm cV v O 1 1 1 2 1 3 1 4 ' 5 ' 6 ' 7 18 ' 9 110 111 ' 12 ' sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. FOUNDATION PLAN S 1 NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: 1 4" - 1'_ O" 0 2 0 0 1 u1 I I r , •- I, 1111, L"1 I, i 1411R11�11�1>�I`I��#i� H GI FI 3 0 c E 0 L 0 0 Of cV 0 CV O CL E; 0 0 0 �B U U U N O a i a 0 a E _a N A m N O Z o N 0 O 0- — C C.1 D E F A A.2 A.9 B I I I I I I I I I I I I I I I I I I cO —I 0 NI in I t'p� III �r �n 4n in in �� u�1 1 1 LOLL LLU l�il l w I I I I I 1Y1 (A Ui !Tl fQ m u v 61 u ul u I uI 01 QI 0 DI SIM. (� U 8N&1 ----------------------- - ---_--------------- --- ------ WI2x19 W12x19 W14x22 r BRACED FRA 1--- -I- � �----------- -----------------------! I I ! 10/SO5.02 I I w 12 <1, i i 10KI I I I - 10 I1 I ! (4 EQ ad ACES) (3 EQUAL SPACE S) i 505.01 I I10� 10 JI H%&xbxl/4 LO T/STL EL - 8'-1" 2 i W14x22 WI422 W1426 --- j WI2x19 SEE NOTE *1 ' I I ! i jr IN I I I I I ! I -1 1 x I I ►- N I I 1 SA I I I I � 1 \ / \ / \ / — — — — — — — — — — \ — — — — I I �x 2.2 I ,----- -��-- ----------------------------------- ----- - -- 2.3 - - - I - - - - - - - - - - - - - - - - - - - - - - - M 1 i I 1/411 II 1/4"/12" 1/411 12II I N S /1L 5 I 1 CANT WI4x30 1 1 , I I I I I I 'ITV I 805.01 t--------LU12x22 ' I- ----------------- I PARAPET ABOVE 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. DECK BRG EL J * CANOPY 2 9'-011 ROOF FRAMING PLAN SCALE: 1/4" = 1'_0" DECK BRG EL * CANOPY IN 9'-O" x I I LO. N3 �10 I 1 1p SEE qOTE 01 N I I HI. I I I I� I I I ILL I I SUNSHADE BELOW, w12x19- SEE ARCH -----------------------J !m n SIM. BRACED FRAME 91505�2 I I I I W10x19 (VARIES) IOKI* 5'-0" O.0 MAX. SPACING --- —X ic-- --- ----, W10x22 (VARIES) 10KI* 5'-O" O.0 MAX. SPACING f 1/4"/12' e WI0x22 (VARIES) 10KI* 5'-01, O.0 MAX. SPACINGNN / \ IOAS (VARIES) METAL DECK TO BE 155 22 GA. WIDE RIB ROOF DECK ATTACHED TO TRUSSES W/ (5) 012 TEK SCREWS PER 36" DECK WIDTH 4 (6) +10 TEK SCREWS * SIDELAPS. PROVIDE 012 DECK SCREWS * 6" * DECK PERIMETER DRIVE THRU ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" I 00F FRAMING PLAN NOTES I. SEE 501-00 4 501.01 FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCH FOR ADDITIONAL INFOIRMATION AND DIMENSIONS. 3. '- INDICATES DIRECTIONAL SPAN OF 1 1/2" TYPE B WIDE RIB 22 GAUGE GALVANIZED METAL ROOF DECK, SEE 5/505.00. 4. ❑ INDICATES OPENING IN ROOF DECK, SEE 4/505.00. 5. M INDICATES AN ADDITIONAL "X" TYPE RIGID BRIDGING FOR ONE BAY ONLY WELDED TO JOISTS, FRAMING AND AT CROSSOVER POINTS. USE 1-24x3/16. b. PROVIDE JOIST REINFORCEMENT AT CONCENTRATED LOADS, SEE 3/505.00. 1. DRAG STRUT CONNECTIONSEACH SIDE OF COLUMNS IN DICATED. DO NOT SLOT HOLES IN SHEAR PLATE OR BEAM. (3) BOLT CONNECTION MINIMUM. C� 0 -00 � W a �� W O fl1t�0NW1� In 04 O L N Q oM00r fir- z 0 vm VVco O J W G C1 Z W W, o I- ON i O 0•- O jpv0L0 C Z t C O ,o G U o�.. 0 � a 0111111 No cam': S TATE Cyr � •`0R�o• � U co � M M N N 19.4r 19 — m Lo CD r-- Im 0o , T ,00 "It V, v/ ' M O 1 21 CO ^' mCO W � E I=��, 1 L y A^ W Q Q 1 Y H a rn co U � a 04 0 U N L `0 O 70 O O O O m O Q LLJ � U = >` 0 L �C) o E 0 O U M LL- u) -j = m LiJ Q W C/-) r.1 C O a 'U W N 0 K W a_ c O O I� d H U m ZD U o v N o 4 5 6 7 1 12 1sheet no. ROOF FRAMING PLAN I SCALE: 1 4 = 1 -0 S 0 2 0 0 2 LILL "t 45612" EW, T45 H------------- 5 Lu G F E u 3 v C C O 0 0 0 Mi O i v 0 i CD 0 r o_ E 9>, If o B U U 4 U 0 a_ L 0 a. 04 DOWEL AT EA CORNIER AND 618" AROUND PERIMETER OF PAD (CONTRACTOR OPTION -DRILL AND GROUT DOWELS 2" AT 4" SLA85 AND 4" AT 6" SLABS) #4 CONT EA SIDE WWF bx6-WIAX1.4 SNOW 2" CNAI" FER IN DRIVE THRLI ISLAND 1/2" ISOLATION JT TYP T/PAVEMENT EL 1 TYPICAL GRADE SUPPORTED SLAB AT CONCRETE PAD 3/4" = 1'-O" STANDARD LINTEL SCHEDULE WALL SIZE LINTEL TYPE REMARKS OPENINGS UP TO 6-0" 8" BLOCK 8"x8" CONC W/ 2#4 T&B 8"x8" U-BLOCK W/ 1 #5 T&B STANDARD LINTEL SCHEDULE 3/4" = 1'-O" SEE 7/505.01 FOR BASE PLATE AND ANCHOR BOLT DTL / SCHED CL COL/FTG ISOLATION JOINT I T/5LA5 EL TFTG EL DIG POCKET IF READ t0 KEEP MIN 3" COVER AT ANCHOR BOLTS :ONSTRUCTION JT TYPICAL REINFORCEMENT AT SLAB RE-ENTRANT CORNER 3/4" = 1'-O" 6x6-W2 9xW2 9 WWF TYPICAL 6" THICKENED SLAB 3/4" = 1'-0" T/WALL = 8'-1" MAX A.F.G. SEE ARCH CANT. 8 BOND BEAM REINF. W/ 2S CONT. %alb" O.C. AND EACH SIDE OF OPENINGS AND AT CORNERS AND END OF WALLS. FILL ALL REINF. CELLS AND ALL CELLS BELOW GRADE SOLID W/ GROUT STANDARD WEIGHT HORIZ. JOINT REINF. AT 8" BELOW GRADE AND AT 16" ABOVE GRADE AND AT 16" O.C. E a N N i A N g TYPICAL INTERIOR STEEL COLUMN FOOTING z 3/4" = 1'-O" 0 CV cu N f O a 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. FINISHED GR,� DOLL TO MA' VERT. WALL q ALTER 4ATE HOC 5% CONT NOTE: SEE DETAIL 5/603.00 FOR LINTEL SCHEDULE At OPENINGS MECHANICAL ENCLOSURE WALL SECTION 1 VG/ i 3/4" = 1'-0" 4 5 SLAB REINF IN TOP 1/3 OF SLAB 1/8"A/3 SLAB DEPTH SAW CUT JT CONTRACTION JOINT SLAB REINF IN TOP 1/3 OF SLAB TOOLED JT CONSTRUCTION JOINT NOTE: SAW CUT OR DISCONTINUE REINF AT CONTRACTION JT TYPICAL GRADE SUPPORTED SLAB AT JOINTS 3/4" = 1'-O" STOREFRONT, SEE ARCH SEE CIVIL 205 CONT 0012" WWF 2 1 ,iil�l T TYPICAL TURNDOWN SLAB AT CURTAIN WALL 3/4" = 1'-0" 1`5612" O.C. EACH WAY, TAB TYPICAL 9" THICKENED SLAB In" ISOLATION JT TYP T/SLAB I BASE PLATE BASE PLATE CONTRACTION JT OR CONTRACTION JT OR CONSTRUCTION AtYP A STRUCTION A TYP _ nc `q U ISOLATION JT ISOLATION JT EDGE OF SLAB TYPICAL ISOLATION JOINT AT STEEL COLUMN 3/4" = 1'-O" 1/2" EXP JT SEE CIVIL TYPICAL TURNDOWN SLAB AT STOREFRONT 3/4" = 1'-0" 3/16" V 3/16" 1/2" EXP JT SEE CIVIL GLASS FIN WALL, SEE ARCH CSXIIS CONT CSxIIB 4'-0" O.C. EMBED PL 3/4"X6"AO" W/ (2) 3/4""" H.S. 3'_0" 51 I I �� I. .I. +4®12" WWF TYPICAL TURNDOWN SLAB AT STOREFRONT WINDOW 6 ' 7 ' 8 ' 9 ' 10 °°`0 P H F9 ®®� o �v \G E N s o No 6 0 o L STATE F •4� 411, 0) U C CCD co w 'D N N rnctr �Lo �rnV WW/� T 00 Vi � M O � L M 0 O i @ LL O 'O N p U C ■ LL Ia m A♦ E O V �E�_ W co F a).0 06 a) r./ 9 L Va f0 U�� T 'tU� O U Nry L a tO aA o O O � I Q0 m w E E U = O Q co ��----�� C ) Q E E U W ' C/) Q::� Q J_ m 1� c J = E/') f_J C-D r_lj O d •U cn -n v W a o O L- e H _ M �m CO U a� W O � N O 11 ' 12 ' sheet no. FOUNDATION DETAILS S03.00 SCALE: AS NOTED H G F E C j STOREFRONT, SEE ARCH I I 1-441/4" CONT. AND CL COL / FTG WELDED TO EA C4 C412 a 3'-0" O.G. SEE 1/805.01 FOR BASE ISOLATION JOINT 3/16° PLATE AND ANCHOR EMBED PL 3/4"xb"x8" BOLT DTL / SCHED T/5L,45 EL W/ (2) 3/4"0x6" H.S. 1i2" EXP JT 3,_m„ � T/FTG EL SEE CIVIL 4+12" F— III- WWF � • • • • T/SLAB EL _ __________________ DIG POCKET IF READ TO �121 KEEP MIN 3" COVER AT ANCHOR BOLTS 205 CONt III•- 8" TYPICAL TURNDOWN SLAB 3/4" = 1'-O" HS5 Slo25x0315 FILLED W/ CONC 1/2" EXP MATL GRADE SUPPORTED SLAB T/PAVEMENT EL ADDL "3 TIE 30" DIA CONC FDN REIN W/ 401 VERT AND *3 TIES 612" TYPICAL BOLLARD AT GRADE SUPPORTED SLAB 3/4" = 1'-O" E CL ro N ,A N O . Z CD O N N O a 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. TYPICAL EXTERIOR STEEL COLUMN FOOTING 3/4" = 1'-O" 2'-0" 50 CONC PEDESTAL, CL COL / FTG SEE ARCH FOR FINISH WRAP AT CANOPY DIMS 1/4" EXP JT MATERIAL GRADE SUPPORTED SLAB, SEE 1/603.00 T/SLAB EL T/i'AVEMENT EL M T/FTG EL 804 DOWELS SEE FOOTING SCHEDULE FOR REINF. TYPICAL STEEL DRIVE THRU COLUMN FOOTING 3/4" = 1'-0" 4 CL OF PIPE �0•13" 214" T/FTG EL PIPE NEAR TOP OF FOOTING ADDL REIN TO z I T/FTG EL MATCH FTG REINF ADDL REIN TO MATCH FTG REINF �X /—FTG REIN FTG REIN 2'-0" cn � - z PIPE AT BOTTOM OF FOOTING %612" LL T/FTG EL z F 2'-8" NOTE. - VERIFY PIPE PENETRATION LOCATIONS W/ PLUMBING CONTRACTOR - z PIPE UNDER FOOTING 2'-8" MEIN TYPICAL THICKENED FOOTING AT UNDERGROUND PIPING 3/4" = 1'-O" FOOTING SCHEDULE MARK SIRE (WxLxT) REIN REEMARKS F30 3'-0"x3'-0"x12" 3#5 E.W. BOTTOM F40 4'-0"x4'-0"x12" 4#5 E.W. BOTTOM F50 5'-0"x5'-0"x12" 5#5 BOTTOM F56 5'-6"x5'-6"xi'-1" 6#5 BOTTOM F60 6'-0"x6'-0"xi'-3" 7#5 TOP & BOTTOM F614 6'-0"x14'-8"x2'-O" 6#7 LG #6 912"O.C. SHRT TOP & BOTTOM F618 6'-0"x18'-0"x2'-0" 6#7 LONG 18 #6 SHORT TOP & BOTTOM FOOTING SCHEDULE 3/4" = 1'-O" SEE ARCH. FOR DETAIL BOND BEAM Wl 205 CONT. %•Ib" O.C. MAX, PROVIDE VERT. BAR • CORNERS AND END OF WALL 8" CMU WALL DWL TO MATCH VERT. WALL REINF. ALTERNATE HOOKS GROUT SOLID BELOW GRADE SLAB ON GRADE, SEE CIVIL DOWEL TO MATCH VERT. WALL REINF. ALTERNATE HOOKS 415 CONT z T/FTG EL NOTE: SEE ARCH 511E PLAN FOR SCREEN WALL LOCATION SECTION AT DUMPSTER ENCLOSURE 3/4" = 1'-O" 6 Z ;c' CD C "' o W a w, =M en i N to o4 Lq Wo � •� N hncodN O ++ (� < -o M co r- n z V Z o to c j Lj c) V V1 W t o r v d W NN� 0.O�•E o O U d in NN .4 N U N a ®®®®®'04®iiiiieef1®®® No 4 :5k STATE F ; �iilillll�%, 0) cU C cto co w c0 N CM CN 0) !i r cflLno r-cno 00 , U AACN T w00�t Vi ^ M g L Nc-coo M i O o O ,LL p D ■ A ♦ m E O O LE N 2 � L ca Q w + a f0 w U�� r� L T � O -c ��LL O V N L Q `O CD O C:D LL � m CZ W E E U c L1_ o C5 E C/') E m I CD C.) LL— cf) L J = J = C� N CD N c O d U N N v v W CL �o o� CL H U m N � cD U N W CV � 0 5 6 1 7 ' 8 ' 9 ' 10 ' 11 ' 12 ' sheet no. FOUNDATION DETAILS S03 0 1 1 SCALE: AS NOTED 0 1 H G FI El DI rn 3 vi v C 0 E v O 0 LO 0 rn c 0 0 0 ca 3 i CL E T s .) B U U M In N O 0- CL t 0 a E ro N i A N ., O 0 N 0 0 d 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. CL BEAM SEE ARCH CL BEAM 3I11 L3x3xl/4" CONT. WELDED TO EACH JOIST SEE ARCH 3/16" 3-12 DECK 5% EL DRIVE THROUGH ROOF CONNECTION (PARALLEL 3/411 = 1'-0" (5) M2 TEK SCREWS At SUPPORTS CL OF INTERMEDIATE SUPPORT (6) M2 TEK SCREWS AT SIDE LAPS NOTE: I. SEE HIGH ROOF PLAN FOR DECKING ATTACHMENT TO TRUSSES. -50' DIA PUDDLE WELDS W/ 14 GA WELD WASHERS a b" AT PERIMETER OF BUILDING - 36" WIDE SHEET METAL DECK CL OF END SUPPORT TYPICAL ROOF DECK ATTACHMENT (36" WIDE SHEE 3/4" = 1'-O" A CL BEAM 4 3/16" I/ 3-12 ��L34xl/*' CONT (LLH) DECK BR3 EL DRIVE THROUGH ROOF CONNECTION (PERPINDICLUAR 3/41'= 1'-011 LOCATE AT JOIST �311 PANEL POINT 4DECK BRCS EL 3/6" STIFF PL EA. FACE � 3/16" CSx115xl'-I" 3/81, STIFF PL. R� , c3 � r SECTION AT BARN DOOR TYP. EA. 3/Ib" END 1-1/2"0 STID. STEEL PIPE g EA. J015T 1-1/2"0 STD. STEEL PIPE HANGER a EA. JOIST TYP. EA. 3116" END CI2407 PREDRILL HOLES IN BOTTOM FLANGE OF CHANNEL FOR CONNECTION OF BARN DOOR CONTRACTOR TO COORDINATE W/ BARN DOOR MFR. SEE ARCH FOR OTHER DETAILS 3/4" = 1'-O" CL BEAM L4x4x1/4 CONT. (LLH) T/PARAPET SEE ARCH r - l3'x0', I1-411 O.C. O.C. AT H3'-011) ARCH VENEER 4 � I � e i 3/16" ►� i I i r JOIST/BEAM BEYOND 1 1/2" COMPENSATING STUD RUNNER 6005162-54e16" O.G. MIN. IA I L PARAPET SECTION AT METAL PANEL WALL 3/4" = 1'-O" 5 6 CL OF PANEL CL OF CONCENTRATED POINT LOAD ON ROOF NOTE I P CL OF CONCENTRATED LOAD ON ROOF NOTE I NOTE: 1. CONCENETRATED LOAD GREATER THAN 100 L55 BUT NOT TO EXCEED 300 LBS. MAX OF 2 LOADS TOTAL PER JOIST. TYPICAL JOIST REINFORCEMENT (CONCENTRATED LOAD) CL BEAM L4x4x1/4 CONT. (LLH) T/PARAPET r (3'-0" O.C.Al H 53'-0'9 �r � L4x4x1/4 Is 1'-4" O.C. (3'-0" O.C. AT H s 3'-0") I 3/16" i Lu i i i I i i PROVIDE ADDITIONAL L2x2x3J1611 X-TYPE BRIDGING AT EA. HANGER i i PL 1/2"xl"x All �i Y Cbx105 HANGER a 3'-011 D.G. 3/16" i C8x115 CONT ' SEE ARCH I GLASS FIN WALL, SEE ARCH L4x3xl/4" CONT. (LLH) AT SIM. SECTION (STOREFRONT WINDOW) 1/411 411 TYP. EA END 1/4 DECK 5R3 EL ARCH VENEER SEE ARCH 411 VERTICAL BRACE AT CURTAIN WALL - PARALLEL 3/4" = 1'-O" 7 DECK BRG EL NOTE: WHEN SUPPORT WIDTH IS LESS THAN 5 1/2", LAP JOISTS SIDE BY SIDE AT SUPPORT FOR MIN BEARING TYPICAL JOIST TO BEAM INTERIOR CONNECTION 1 1/2" = 1'-O" 9 W w L3-1/2x3-1/2x1/4 x 0'-5" 3/I(o L3x3x1/4 T`� P 3/I6 COORD OPNG SIZE W/ ARCH AND MECH NOTE: FOR SPANS GREATER THAN 5'-0" USE L6x3 1/2x5J16 (LLY) TYPICAL FRAMING AT ROOF DECK OPENING 3/4" = 1'-O" CL BEAM L4x4xl/4 CONT. (LLH) � L4x4x1/4 Is 1'-4" O.C. (3'-0" O.G. AT H <-3'-0") i 0 3/16" JOIST/BEAM BEYOND, SEE PLAN 1/4'1 C!Y TYP. EA. END�1/- ARCH VENEER SEE ARCH :1/4 x DECK 5% EL EA.�-;z L2x2x3/1611 9 EA, HANGER PL 1/2"XI IxAll �Cbx105 HANGER a 3'-0" O.C. 3/16" CSxllb CONT SEE ARCH /GLASS FIN WALL, f SEE ARCH L4x3A/4" CONT. (LLH) _ AT SIM. SECTION (STOREFRONT WINDOW) VERTICAL BRACE AT CURTIAN WALL - PERPENDICULAR 3/4" = 1'-O" DECK 5RG EL 10 s®o®�S�®PN o op No 64 a;�r c S TAT 0 ,Per® 0) 6 C Ceo w CD N M N1 N cO 4 o � , , n � � Vi ^ M m L. cs . ?� /� M jV M O L m O � L= cu m /� /'� a s W I..L E F � � L Ca q Q CD �a� I� c L U2z CL a Ugh }+ N _O -0u- O U N L fD Q SA O � O O O � I cfl m � w E U 7 t E C LJ_ o cn 0 Ln m w I U w � J I— = m cl- C O a .v O N N 0 H I.l_1 = o O IL D_ 1=- _M CD -v cn CO U bi O N o 12 1 sheet no. FRAMING DETAILS S05.00 SCALE: AS NOTED E o_ N H G F E n A 3-SIDES T7.P NOTE I NOTE I. 15% OF STIFF PL THICKNESS U P`IA I C.N �i=Ar'I NESS MIN, TYF EAM WEF3 AM IN ` T �— BEAM WEB, TYP FLANGE NOT 5HOUJN �— 51NGLE PLATE CONNECTION UNSLOTTED COLUI`1N (-/811 MIN) SIZE TO SUIT SHEAR AND MOMENT NOTE: CL05E COLUMN UJITH 1/2" CAP PLATE, TYP TYPICAL INTERIOR COLUMN CAP PLATE CONNECTION TYPICAL TUBE COLUMN CONNECTIONS 1 1/2" = 1'-0" C — 1 /1 = 1'-O" !-465�x i i 11OY-111" THREADED STUD 'd 2411 O.C. I JELDED TO TOP OF TUBE 44 FLANGE/ r` -s xll411. 5LOPE ANSLE TO MATCH ROOF SLOPE H555x6. DUEL D TO COLUMN EACIN END WITH FULL PENETRATION WELD ALL AROUND — BEAM TO BEAM CANOPY SUPPORT CONNECTION 3/4" = 1'-O" 145544 COL. N55�x BEAM TO COLUMN CANOPY SUPPORT CONNECTION 3/4" = 1'-O" 0 CL COL 6,OOSI(.�2-54,a1o11 O.C. MIN. H55&x&. UJELDED TO COL. a EA. END. 5EE DETAIL 4/505.01 SECTION THRU SUN SHADE 3/4" = 1'-0" E .ARCH. NSHADE, E ARCH. BASE PLATE AND ANCHOR E30LT SCHEDULE COLUMN 517E EASE PLATE ANCHOR EOLT5 UJ€LD A B C D E F NO W BP1 3/4" 10" 10" 3/4" 9" 4 3/16" BP2 11/4" 15" 15" 3/4" 12" 4 3/16" BP3 11/4" 12" 15" - 3/4" 12" 4 3/16" B P4 1 1 /4" 12" 12" 7/8" 11 " 4 1 /4" T.4C< C STD PLATE WASHER AT EACH ANCHOR DOLT, 5EE NOTE I THREADED ANCHOR BOLT PROJECTION = GROUT BASE PLATE THICKNE55 + ANCHOR BOLT DIA + I" MIN ANCHOR TROD WITH 2 STD FLAT UJ4SHEIR5 AND 2 HEAVY HEX NUTS, TYP NOTE: 1. PROVIDE PLATE UjA, qER AT BRACED FRAME ONLY TYPICAL BASE PLATE AND ANCHOR BOLT {TUBE 3/4" = 1'-O" E:3 P554 Cc CL COL 5EE ARCH—,, H55�?x4 W/ 1/2"Oxl-1/211 THREADED STUD S 2411 O . WELDED TO TOP OF TUBE L3x3x.1/411 HSSG x4 BEYONL7 '1 ;B �I Bllfi'F LI CL COL SEE ARCH 1, I F654x4 W1 !/2110X1 I/211 THREADED 5TU 1 2411 O.C. WELDED TO TOP OF TUEE TOP OF N55444 I11,j SECTION THRU FRONT CANOPY 3/4 = 1'-0' u� C /811 GUSSET 5EE 12/505.02 3/,111 CgUSSET 5EE 12/605.0r' �r 1 l ",9 I C T— 3i5" STIFFENER PLATES-IIx311 EA. SIID_ i L2/ " 4 1/ '' 4 1/2" 11 1 1/2 2 � s � =1 \ *-r C) O O O 0 o Laj ao -I Y^� ,,�LJ1,0 ' N r- M O 01)00 O 'O oJ� v �a� ❑� N N N ',_ O L -® L \ O O Ln 0- Ln (D Ln U N a �\ C �E /VS • (d*®i N 264 STATE OF • <0RIOP.•�4 • . , • d ONA 0) U CD M m N N O> Ct r I d � UO 0° ' ` r 00 '�T r', M 3l L 2=01 TO �I \ L{/ M C 0 c O m O 70 C: N p U C ■ LL C m tL6 ^` W E �E2 L � 2 ca��d m L — tia Y - M m ch L Vcul))z2 Q fa U Ugh ��JJ T 04 T Y L O r > � 0 LL. O � N L Q CO O O C> W /� Q) \ Q W � U E LL o E _o o o U m � W LL- cf) J_ m >- _ J = W J a- 0 .Q U Q) v 0 ui W 0- O O Li � U U m v =D -O VJ co U N W D � D N O 11 12 ' sheet no. FRAMING D LTAI LS S05.011 SCALE: AS NOTED 1 2 ' 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION, ALL RIGHTS RESERVED. 4 5 H T PL 3/8"x9" CONT 3/16"I/ 4-12 G 3/8" STIFF. PL E.S. e EA C& F D m C a E v 3 CL BEAM 211 L4x4xl/4 CONT. L4x4xl/4 @ 1'-4" O.C. (3'-0" O.C. At H s3'-019 3/16" L36A/4" CONT. 1" L2XlXl/I EA L4x4xl/4 3/16" TYP. EA. END \—I I/2" COMPENSATING SCUD RUNNER \—bO06162-54616" O.C. MIN. SECTION AT PARAPET (PERPENDICULAR) 3/4" = 1'-O" T/SLAB EL T/FTG EL = 44' DECK BRG EL BRACED FRAME ALONG COLUMN LINE E 1/4" = 1'-0" T/SLAB EL T/FTG EL - -1'-4" SEE PLAN .UMN, SEE PLAN BRACED FRAME ALONG COLUMN LINE 5 `V 1/4 i A rn • N > O Z CO CV N O d 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 0 CL BEAM I T/PARAPET SEE ARCH �- r — 2" 1N PL 3/8"x9" CONT. 3/1611I/ 4-12 3/8" STIFF. PL ES. 6 EA. C6 L4x4x1/4 CONT. —L4x4xl/4 0 1'-411 O.C. (3'-0" O.C. AT H s 3'-0") 3/I6" — L3x3xl/4" CONT. DECK 5% EL PROVIDE ADDITIONAL L24x3/I6" X-TYPE BRIDGING AT EA. L4x4xl/4 1 1/2" COMPENSATING STUD RUNNER 6008162-54616" O.C. MIN. SECTION AT PARAPET (PARALLEL 3/4" = l'-O" 1N, SEE PLAN T/SLAB EL : 0'- " T/FTG EL = -1'-4" BRACED FRAME ALONG COLUMN LINE A 1/4" = 1'-0" T%5LA15 EL=04 T1FT� EL = 4-4 (A) (A. 2 BRACED FRAME ALONG COLUMN LINE 1 1/4" = l'-O" CLUMN, f CL JOIST DECK BEARINGS EL TYPICAL BEAM TO JOIST CONNECTION 3/4" = l'-0" 2 /ail a'rl= 101 /AAIG Akin CC-) TYPICAL VERTICAL BRACE INTERSECTION 3/4" = 1'-O" CL METAL STUD AND BEAM TYPICAL ROOF DECK AT METAL STUD WITH BEAM 3/4" = 1'-O" STANDARD AISC SHEAR PLATE CONNECTION, (3) BOLTS MIN. 7" MIN TO BEAM, 11" COL 3/16 MIN TO COLUMN T/STL EL ;TL EL wP BEAM BEAM � FS gj L m-'I Ell I I I I WMA 0 3/16 3/1b" COVER PL NS AND FS, TYR 3/8" GUSSET PL BRACE TYPICAL VERTICAL BRACE AT END COLUMN AT ROOF 3/4" = l'-O" I SE� UJEL TYR T/K CL COL BRACE 3/16" COVER PL, NS AND FS 3/8" GU55ET PL BASE PLATE, SEE 7/Sm-ol TYPICAL VERTICAL BRACE AT FOUNDATION 3/4" = V-0" C7 (�cn W 01 O W a M N � >% 4) O In CD C O4 La WoIn � m 0 z � LJi. L V m a:. V w „r o s Q m L.a-o yy" Co�- Li L—�p..'O� O C O , L, c s ,� `- c) a Lo N m a: LOv I= N a ® ®® 0PH;�:R si NO 73 4 trL- STATE OF . < O R 1 P'•o� NA % 0) V co � M M N N O) 4 r cD4o o , (V�/] �� //��� Vi M L m coo ai A \ W M t� mOL @ LL 'O OL 8 U 1_ . u-a inE2 ^ Ea�� m .r L.L z �< ' � L °'oQ N ' r (CDCL Via N L � 0 �T.y. V O U N O O O O Li I m O W � E E U = L0 r o E O CD v m LL- c/) n- r� J_ L J = �-- Z m � n t/ N CD ry C O d v 4) -01 a� v v w o o li O- F- NM v (n cD U N W O � N v O 1 G F E 1 C I a O rn N DO I 0 v A 0 co N N _O Q - MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS MAINTENANCE AND SHALL BE SEALED AIRTIGHT. THE FILTERS SHALL BE REMOVABLE FROM EITHER SIDE OPEN AND CLOSED POSITIONS. THE MECHANICAL CONTRACTOR SHALL PROVIDE A VOLUME DAMPER OF THE FILTER SECTION(S). THE MECHANICAL CONTRACTOR SHALL PROVIDE A TOTAL OF THREE (3) WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GAUGES OR 2 GAUGES HEAVIER. 1. GENERAL RESPONSIBILITIES OF THE CONTRACTORS COMPLETE SETS OF FILTERS FOR ALL MECHANICAL EQUIPMENT IN THE SIZE AND ARRANGEMENT RECOMMENDED BY THE MANUFACTURER. THE 2" FILTERS SHALL PROVIDE ASHRAE 52.2 FILTRATION ALL DUCT SHALL MEET THE CONSTRUCTION REQUIREMENTS AS SPECIFIED BY SMACNA: - PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF EFFICIENCY AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR MINIMUM MERV 6 FILTRATION A STRUCTURAL PROFESSIONAL ENGINEER WHO SHALL CERTIFY THE INSTALLATION AND ATTACHMENT EFFICIENCY IF NO HIGHER VALUE IS SPECIFIED. • ON SYSTEMS UP TO 1 IWG EXTERNAL PRESSURE: FIRST TWENTY FEET OF DUCTWORK ON SUPPLY OF ALL ITEMS REQUIRING STRUCTURAL SUPPORT OR WIND LOADING ARE ACCEPTABLE AND MEET THE AND RETURN SHALL BE 2 IWG. OTHERWISE PROVIDE 1 IWG DUCTWORK ON SUPPLY AND RETURN CODE REQUIREMENTS. ALL DETAILS SHOWN ARE ONLY INTENDED TO BE USED BUDGETING PURPOSES. THE MECHANICAL CONTRACTOR SHALL PROVIDE A SECONDARY FLOAT SWITCH ON THE SECONDARY THE MECHANICAL CONTRACTOR SHALL PROVIDE A SIGNED AND SEAL LETTER FROM THE STRUCTURAL DRAIN OF EACH AIR HANDLER. THE FLOAT SWITCH SHALL SHUT ITS ASSOCIATED AIR HANDLER DOWN IF • EXHAUST DUCTWORK SHALL BE 1 IWG MORE THAN THE DESIGN EXTERNAL STATIC PRESSURE ENGINEER STATING THAT THE ENTIRE MECHANICAL INSTALLATION MEETS FLORIDA WIND LOAD AND OVERFLOW IS DETECTED. STRUCTURAL SUPPORT REQUIREMENTS. • OUTSIDE AIR DUCTWORK SHALL BE THE SAME GAUGE AS REQURIED FOR THE RETURN WITH IN ALL REFRIGERANT LINES AND ACCESSORIES SHALL BE SIZED AND INSTALLED PER THE EQUIPMENT THE FIRST TWENTY FEET. THE GENERAL AND MECHANICAL CONTRACTORS SHALL PROVIDE THE LABOR, MATERIALS, AND MANUFACTURER'S' RECOMMENDATIONS. THE MECHANICAL CONTRACTOR AND MANUFACTURER SHALL EQUIPMENT REQUIRED FOR THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM(S) AS STUDY THE COMPLETE SET OF CONSTRUCTION DOCUMENTS AND EXISTING AND PROPOSED • TRANSFER DUCTWORK: 0.5 IWG DESCRIBED IN THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. ALL WORK SHALL CONFORM TO CONDITIONS TO ENSURE THAT THE MECHANICAL EQUIPMENT HAS THE CAPACITY TO PROPERLY THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE AND 2014 FLORIDA ENERGY CODE, 2011 RETURN OIL TO THE COMPRESSOR(S). THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE NATIONAL ELECTRIC CODE, NFPA NATIONAL FIRE CODES, AND ALL OTHER STATE AND LOCAL CODES. MANUFACTURER(S) IWARE AWARE OF THE HORIZONTAL DISTANCE AND VERTICAL RISE BETWEEN EACH 5. DUCT LEAKAGE PERFORMANCE AIR HANDLER AND ITS ASSOCIATED CONDENSING UNIT. REFRIGERANT LINES SHALL BE FILLED WITH THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY PORTION OF THE SCOPE OF WORK UNLESS DRY NITROGEN DURING SOLDERING. THE MECHANICAL CONTRACTOR SHALL TEST, CLEAN, AND DUCT CONSTRUCTION AND SEALING SYSTEMS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA SPECIFICALLY NOTED IN THE CONSTRUCTION DOCUMENTS. DEHYDRATE ALL REFRIGERANT LINES AND PROVIDE THE CRITICAL CHARGE(S) OF REFRIGERANT PER ENERGY CODE AND SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS". IF THERE IS A CONFLICT THE MECHANICAL EQUIPMENT MANUFACTURER'S' RECOMMENDATIONS. THE MECHANICAL AMONG THE STANDARDS, THEN THE MORE STRINGENT STANDARD SHALL BE ENFORCED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION SCHEDULES OF ALL CONTRACTOR SHALL PROVIDE ALL NECESSARY VALVES, TRAPS, SIGHT GLASSES, AND OTHER TRADES. FIXED WORK SUCH AS DUCTWORK AND SANITARY AND STORM PIPING SHALL BE INSTALLED ACCESSORIES AS RECOMMENDED BY THE MECHANICAL EQUIPMENT MANUFACTURER(S). SERVICE THE MECHANICAL CONTRACTOR SHALL SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL FITTINGS SHALL BE ACCESSIBLE. DUCT WALL PENETRATIONS TO A MAXIMUM ALLOWABLE DUCT LEAKAGE CLASS OF THREE (3) CFM PER CONDUIT AND FIRE PROTECTION AND WATER PIPING. ALL ELECTRICAL CONDUIT AND WATER PIPING 100 SQUARE FEET OF DUCT AREA (1.5%) FOR ROUND DUCT AND SIX (6) CFM PER 100 SQUARE FEET OF SHALL BE INSTALLED AS CLOSE TO WALLS AND AS CLOSE TOGETHER AS POSSIBLE TO ALLOW FOR EACH DX SPLIT SYSTEM'S AIR HANDLER AND CONDENSING UNIT SHALL BE BY ONE MANUFACTURER AND DUCT AREA (3%) FOR ALL OTHER DUCT TYPES. TRANSVERSE JOINTS ARE CONNECTIONS OF TWO DUCT MAXIMUM DUCT ACCESSIBILITY. SHALL HAVE OR EXCEED THE CAPACITIES LISTED IN THE EQUIPMENT SCHEDULE(S) ON THE OR FITTING ELEMENTS ORIENTED PERPENDICULAR TO THE DIRECTION OF THE AIRFLOW. CONSTRUCTION DOCUMENTS. EACH ELECTRIC HEATER SHALL HAVE OR EXCEED THE CAPACITIES AND LONGITUDINAL SEAMS ARE JOINTS ORIENTED IN THE DIRECTION OF THE AIRFLOW. DUCT WALL ALL CONTRACTORS SHALL COORDINATE THE SCOPE OF THEIR WORK AND THEIR CONSTRUCTION ELECTRICAL REQUIREMENTS LISTED IN THE EQUIPMENT SCHEDULE(S) ON THE CONSTRUCTION PENETRATIONS ARE OPENINGS MADE BY SCREWS, NON -SELF-SEALING FASTENERS, PIPES, TUBING, SCHEDULES WITH THE OWNER TO PREVENT ANY INTERRUPTIONS UNACCEPTABLE TO THE OWNER. DOCUMENTS. THE MANUFACTURER(S) AND THE MECHANICAL CONTRACTOR SHALL PROVIDE RODS, AND WIRE. ROUND AND FLAT -OVAL SPIRAL LOCK SEAMS NEED NOT BE SEALED PRIOR TO THIS MAY REQUIRE WORK AFTER NORMAL OPERATING HOURS AND/OR ON WEEKENDS. PROTECTION FOR ALL DX MECHANICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, AN ASSEMBLY BUT SHALL BE COATED AFTER ASSEMBLY TO REDUCE LEAKAGE. ALL OTHER CONNECTIONS ANTI -SHORT -CYCLE TIMER FOR EACH COMPRESSOR, HEAD PRESSURE CONTROL, HIGH PRESSURE ARE CONSIDERED TRANSVERSE JOINTS INCLUDING, BUT NOT LIMITED TO, SPIN -INS, TAPS OR OTHER 2. BIDS, SHOP DRAWINGS, EQUIPMENT SUBMITTALS, AND CHANGE ORDERS CONTROL (MANUAL RESET), AND LOW PRESSURE CONTROL (AUTO RESET). BRANCH CONNECTIONS, ACCESS DOOR FRAMES, AND DUCT CONNECTIONS TO EQUIPMENT. MORE INFORMATION IS AVAILABLE IN CHAPTER 35 OF ASHRAE'S"FUNDAMENTALS HANDBOOK". EACH PROSPECTIVE CONTRACTOR SHALL EVALUATE THE SCOPE OF WORK THOROUGHLY PRIOR TO THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL STARTERS, CONTACTORS, RELAYS, CONTROLS, SUBMITTING A BID. SOME CONDUIT, PIPING, AND OTHER OBSTACLES MAY NEED TO BE RELOCATED AND AND ACCESSORIES NECESSARY TO PROVIDE A COMPLETE AND WORKING POWER AND CONTROL 6. CONDENSATE DRAIN LINES SUCH RELOCATION SHOULD BE INCLUDED IN EACH PROSPECTIVE MECHANICAL CONTRACTOR'S BID. SYSTEM FOR THE MECHANICAL EQUIPMENT WITHIN THE SCOPE OF WORK. THE ELECTRICAL CONTRACTOR WILL PROVIDE ALL DISCONNECT SWITCHES, CONDUIT, AND WIRING FOR THE CONDENSATE DRAIN LINES SHALL BE CONSTRUCTED OF PVC (MINIMUM SCHEDULE 40), COPPER (TYPE E R HALL PROVIDE A DETAILED T BREAKDOWN FOR EACH PROSPECTIVE MECHANICAL CONTRACTOR S O COS ALL E F WORK. L ELECTRICAL W RK HALL COMPLY WITH MECHANICAL EQUIPMENT WITHIN THE SCOPE O O ALLO SH E EEL (MINIMUM SCHEDULE 40 . PVC MAY ONLY BE ALLOWED IN A 'L' OR HEAVIER OR GALVANIZED M )� ( ) EACH TASK IN THE SCOPE OF WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS, INCLUDING THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. THE MECHANICAL CONTRACTOR SHALL BE MECHANICAL ROOM WITH A DUCTED RETURN AND UNDERGROUND. THE MECHANICAL CONTRACTOR EQUIPMENT, MATERIALS, AND LABOR. ANY PROPOSED VALUE -ENGINEERING, INCLUDING RESPONSIBLE FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AND SHALL ENSURE THAT SHALL PROVIDE A P-TRAP AT EACH AIR HANDLER'S CONDENSATE DRAIN LINE CONNECTION. EACH SUBSTITUTIONS FOR SCHEDULED EQUIPMENT, SHALL BE PRESENTED SEPARATELY AS AN ALTERNATE WIRING DIAGRAMS ARE PROVIDED TO THE OWNER. NO WIRING OF ANY KIND SHALL BE EXPOSED IN CONDENSATE DRAIN LINE SHALL BE SLOPED DOWN A MINIMUM OF ONE -EIGHTH (1/8) INCH PER LINEAR WITH A SIMILAR COST BREAKDOWN. THE SCOPE OF WORK SHALL BE BID WITH THE SCHEDULED FINISHED AREAS. FOOT TOWARD THE ASSOCIATED POINT OF DISCHARGE. THE MECHANICAL CONTRACTOR SHALL - HALL BE EQUIPMENT AND ANY PROPOSED VALUE ENGINEERING ORE EQUIPMENT SUBSTITUTIONS S Q Q IR CONDENSATE PIPE SUPPORTS: PROVIDE M O CON S IDENTIFIED AS ALTERNATE DEDUCTIONS FROM THE CONTRACTOR'S BASE BID. ANY CHANGE ORDERS THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL MECHANICAL EQUIPMENT IS STARTED, MUST BE SUBMITTED WITH BOTH THE ORIGINAL COST BREAKDOWN AND THE NEW COST BREAKDOWN TESTED, ADJUSTED, AND PLACED IN SATISFACTORY OPERATING CONDITION PRIOR TO SUBSTANTIAL THE DIAMETER OF THE CONDENSATE DRAIN LINE SHALL BE EQUAL TO OR GREATER THAN THE FOR COMPARISON. COMPLETION. THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP, MATERIALS, CONDENSATE DRAIN LINE CONNECTION. TO AVOID EXCESSIVE DIPS IN AND TO PREVENT ANY SHIFTING AND MECHANICAL EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE CONDENSATE DRAIN LINES', THE MECHANICAL CONTRACTOR SHALL PROVIDE SUPPORTS AT THE EACH PROSPECTIVE MECHANICAL CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE OF FINAL ACCEPTANCE BY THE OWNER AND SHALL REPAIR ANY DEFECTS OCCURRING WITHIN THAT CONDENSATE DRAIN LINES CONSTRUCTED OF PVC SIX 6 FOLLOWING INTERVALS: THREE (3) FEET FORCO S ( ) DETAILING THE START DATE, DURATION, ASSIGNED MAN-HOURS, AND FINISH DATE OF EACH TASK IN TIME WITHOUT COST TO THE OWNER. ALL MECHANICAL EQUIPMENT IN THE SCOPE OF WORK SHALL BE FEET FOR CONDENSATE DRAIN LINES CONSTRUCTED OF COPPER, AND TEN (10) FEET FOR THE SCOPE OF WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS. IF ANY PROPOSED COVERED FOR THE DURATION OF THE MANUFACTURERS' WARRANTIES AND THE CONTRACTOR SHALL CONDENSATE LINES CONSTRUCTED OF STEEL. CONDENSATE DRAIN LINE SUPPORTS SHALL BE FIXED VALUE -ENGINEERING OR EQUIPMENT SUBSTITUTIONS AFFECT THIS SCHEDULE, THEN THOSE IMPACTS PROVIDE THE OWNER WITH ORIGINALS OF ALL MANUFACTURERS' GUARANTEES AND WARRANTIES. ALL SOLIDLY IN PLACE. SHALL BE IDENTIFIED SEPARATELY. COMPRESSORS SHALL BE PROVIDED WITH A MINIMUM FIVE (5) YEAR WARRANTY. THE CONTRACTOR SHALL PROVIDE THE COST OF ALL WARRANTIES TO THE OWNER AND GIVE THE OWNER THE OPTION TO THE MECHANICAL CONTRACTOR SHALL ROUTE CONDENSATE DRAIN LINES TO THE NEW DRYWELL PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET DEDUCT THIS COST FROM THE CONTRACTOR PRICE AND PURCHASE THE WARRANTIES DIRECTLY. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS. CONDENSATE DRAIN LINES SHALL OF CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE OTHER TRADES AS REQUIRED TO NOT BE ROUTED TO THE SANITARY SEWER SYSTEM OR TO SCUPPERS. PROVIDE SHOP DRAWINGS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE SHOP THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT VOLTAGE DRAWINGS MAY BE SUBMITTED AS HAND -DRAWN NOTES UPON A COPY OF THE CONSTRUCTION REQUIREMENTS WITH THE VOLTAGE AVAILABLE AT THE PROJECT SITE PRIOR TO ORDERING ANY THE MECHANICAL CONTRACTOR SHALL INSULATE EACH CONDENSATE DRAIN LINE WITH ONE-HALF (1/2) DOCUMENTS IF PERMISSION IS OBTAINED FROM THE MECHANICAL ENGINEER. THE CONSTRUCTION MECHANICAL EQUIPMENT. INCH ARMAFLEX WHEREVER THAT CONDENSATE DRAIN LINE IS ROUTED WITHIN THE STRUCTURE OR DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND INTENDED SOLELY TO CLARIFY THE SCOPE OF WORK THE CONDENSATE MAY OTHERWISE CAUSE DAMAGE. AND INDICATE THE GEQUIPMENT GENERAL ARRANGEMENT OF SYSTEMS. THE CONSTRUCTION DOCUMENTS ARE NOT G THE MECHANICAL CONTRACTOR SHALL RETURN ANY EXISTING MECHANICAL IN THE SCOPE ALL OBSTACLES. DRAWINGS SHALL SHOW THE INTENDED TO ALERT THE CONTRACTOR(S) OF O CLES. THE SHOP D GS WORK A REQUESTED B E NER. THIS MAY INCLUDE MAKING PROVISIONS TO RECLAIM THE OF WO SY THE OW 7. CONTROLS COORDINATION OF DUCTWORK AND MECHANICAL EQUIPMENT INSTALLATION WITH EXISTING AND NEW REFRIGERANT. THE MECHANICAL CONTRACTOR SHALL REMOVE EXISTING MECHANICAL EQUIPMENT OBSTACLES INCLUDING, BUT NOT LIMITED TO, ELECTRICAL CONDUITS, FIRE PROTECTION PIPING, RAIN NOT REQUESTED BY THE OWNER FROM THE PROJECT SITE AND DISPOSE OF IT IN ACCORDANCE WITH SEE CONTROLS NOTE ON SHEET M-1 AND SEPARATE CONTROLS DRAWING PACKAGE. THE OWNER MAY LEADERS, SANITARY DRAINS, STRUCTURAL MEMBERS, AND WATER PIPING, AS WELL AS THE ALL APPLICABLE LAWS. BID OUT CONTROLS TO A SEPARATE CONTRACTOR OR MAY BID THIS WORK TO BE INCLUDED IN THE MECHANICAL EQUIPMENT MANUFACTURER'S' RECOMMENDED CLEARANCES THE MECHANICAL SCOPE OF THE MECHANICAL CONTRACTOR. CONTRACTOR SHALL ALSO SHOW THE EXISTING CONDITIONS ON THE SHOP DRAWINGS WHERE THE 4. DUCTWORK CONSTRUCTION EXISTING CONDITIONS ARE DIFFERENT FROM THOSE SHOWN ON THE CONSTRUCTION DOCUMENTS. SENSORS SHALL BE INSTALLED AT 4' ABOVE THE FINISHED FLOOR UNLESS OTHERWISE NOTED ON THE THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION'S "HVAC DUCT CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE EXACT PRIOR TO STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL STUDY THE COMPLETE SET CONSTRUCTION STANDARDS" SHALL BE CONSIDERED PART OF THE SPECIFICATIONS FOR THIS LOCATION OF EACH SENSOR WITH THE ARCHITECT AND OWNER AND SUBMIT THE PROPOSED LOCATION OF CONSTRUCTION DOCUMENTS AND COORDINATE WITH THE MANUFACTURER(S) AS REQUIRED TO PROJECT. ANY WORK THAT DOES NOT COMPLY WITH THESE STANDARDS MAY BE REJECTED AT ANY TO THE MECHANICAL ENGINEER FOR APPROVAL. THE MECHANICAL CONTRACTOR SHALL PROVIDE PROVIDE EQUIPMENT SUBMITTALS TO SUBMIT TO THE MECHANICAL ENGINEER FOR APPROVAL. THE TIME DURING THE PROJECT, COORDINATION OF ALL SENSOR FINISHES WITH ROOM FINISHES AT NO ADDITIONAL COST TO THE EQUIPMENT SUBMITTALS SHALL INCLUDE DIMENSIONS, WEIGHTS, SPECIFIED ACCESSORIES AND OWNER. REQUIRED CLEARANCES, AS WELL AS FAN CURVES, SOUND LEVELS, CONSTRUCTION DETAILS, ALL RETURN, EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE UNISULATED SHEET METAL. ALL WARRANTY INFORMATION, AND ALL OTHER RELEVANT DATA PRESENTED IN THE SAME FORMAT AS THE SUPPLY DUCTWORK SHALL BE SHEET METAL WITH EXTERNAL WRAP INSULATION, R-4.2 OR GREATER. EQUIPMENT SCHEDULES ON THE CONSTRUCTION DOCUMENTS. 8. TESTING AND BALANCING THE HEATING, VENTILATION, AND AIR CONDITIONING SYSTEM ROUND DUCTWORK MAY BE SPIRAL OR SNAP -LOCK. THE BASE PRICE SHALL USE ALL EQUIPMENT AS SPECIFIED. ALL VALUE ENGINEERING ALTERNATES THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SERVICES OF AN INDEPENDENT TEST AND SHALL BE LISTED AS ALTERNATES FOR THE OWNERS CONSIDERATION. IF ALTERNATE PRICING IS NOT ALL DUCT DIMENSIONS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE INSIDE CLEAR DIMENSIONS. BALANCE AGENCY TO TEST, BALANCE, AND CERTIFY THE PERFORMANCE OF THE COMPLETE HEATING, ACCEPTED BY THE OWNER AND ENGINEER, THEN THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT THE MECHANICAL CONTRACTOR SHALL PROVIDE FLEXIBLE CONNECTIONS BETWEEN EACH ITEM OF VENTILATION, AND AIR CONDITIONING SYSTEM, TO INCLUDE SUPPLY, RETURN, OUTSIDE, AND EXHAUST AS SPECIFIED. THE OWNER WILL CONSIDER A CHEAPER PIECE OF EQUIPMENT IF THE DEDUCT IS MECHANICAL EQUIPMENT AND ITS ASSOCIATED DUCT(S). ALL ITEMS OF THE HEATING, VENTILATION, BALANCE CONTRACTOR HALL PERFORM ALL TESTING ADJUSTING AIR SYSTEMS. THE TEST ANDS ENOUGH AND THE PERFORMANCE IS STILL ACCEPTABLE. THE OWNER WILL CONSIDER A MORE AND AIR CONDITIONING SYSTEM INCLUDING, BUT NOT LIMITED TO, AIR HANDLERS, FANS, DUCTWORK, BALANCING, AND DATA RECORDING NECESSARY TO ESTABLISH THE CAPACITY AND QUALITY OF THE EXPENSIVE PIECE OF EQUIPMENT IF BETTER PERFORMANCE WOULD JUSTIFY THE ADDITIONAL DIFFUSERS, AND GRILLES SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEMS AND CONFIRM THE SATISFACTORY COMPLETION OF ALL ASPECTS OF THE SCOPE OF WORK. UPFRONT COST. PLEASE PROVIDE ALL ALTERNATES THAT WOULD BE USEFUL FOR THE OWNER TO SYSTEM, BUT INSTEAD SHALL BE SUPPORTED BY THE BUILDING STRUCTURE. CONSIDER TO SAVE MONEY OR IMPROVE PERFORMANCE. ALTERNATES MUST MEET THE THE TEST AND BALANCE CONTRACTOR SHALL BE AN APPROVED MEMBER OF THE AABC OR NEBB AND SPECIFICATION REQUIREMENTS AND THE CONTRACTOR ASSUMES FULL RESPONSIBILITY OF ALL ELBOWS GREATER THAN FORTY-FIVE (45) DEGREES ELBOWS SHALL HAVE A ONE AND ONE-HALF SHALL SPECIALIZE IN THE TESTING AND BALANCING OF HEATING, VENTILATION, AND AIR CONDITIONING COORDINATING WITH OTHER TRADES FOR ALL CHANGES AND COST REQUIRED. (1.5) CENTERLINE RADIUS -TO -WIDTH OR RADIUS -TO -DEPTH RATIO OR SHALL BE CONSTRUCTED WITH SYSTEMS. SINGLE BLADE TURNING VANES. ANGULAR TAPERS SHALL BE LIMITED TO THIRTY (30) DEGREES FOR ALTERNATIVES TO THE SCHEDULED EQUIPMENT AND MATERIALS MUST BE EQUAL TO OR EXCEED CONTRACTING TAPERS AND TWENTY (20) DEGREES FOR EXPANDING TAPERS. THE TEST AND BALANCE CONTRACTOR SHALL ENSURE THAT THE BUILDING IS UNDER POSITIVE THOSE SCHEDULED. IF SUBSTITUTIONS FOR SCHEDULED EQUIPMENT AND MATERIALS ARE TO BE SSU A THE T H CONCLUSION OF THE TEST AND BALANCE PROCESS. IF THE BUILDING IS NOT UNDER PRESSURE MADE, THEN THE MECHANICAL CONTRACTOR SHALL FIRST SUBMIT TO THE MECHANICAL ENGINEER THE MAXIMUM LENGTH OF NEW FLEXIBLE SUPPLY DUCT SHALL BE 1U-0". FLEXIBLE RETURN DUCT POSITIVE PRESSURE AT THE CONCLUSION OF THE TEST AND BALANCE PROCESS, THEN THE TEST AND COMPARATIVE LITERATURE CLEARLY SHOWING THE EQUIVALENT OPERATING CAPABILITIES AND OTHER SHALL BE LIMITED ONLY TO THE VERTICAL RISE ABOVE THE RETURN AIR DISTRIBUTION DEVICE PER THE BALANCE AND MECHANICAL CONTRACTORS SHALL IMMEDIATELY AND WITHOUT DELAY NOTIFY THE PROPERTIES OF THE SUBSTITUTIONS. ALL DEVIATIONS MUST BE CLEARLY IDENTIFIED AND A REQUEST DETAIL. FLEXIBLE DUCT SHALL BE INSTALLED AND SUPPORTED SO AS TO PREVENT THE USE OF ARCHITECT AND MECHANICAL ENGINEER. THE TEST AND BALANCE CONTRACTOR SHALL WORK WITH MUST BE MADE SPECIFIC FOR ALL DEVIATIONS. WHEN SUBSTITUTIONS ARE MADE, THE CONTRACTOR EXCESS DUCT MATERIAL, PREVENT DISLOCATION OR DAMAGE, AND PREVENT CONSTRICTION OF THE THE ENGINEER TO COMFORT BALANCE AS REQUIRED TO SATISFY THE CLIENT. ASSUMES FULL RESPONSIBILITY OF COORDINATING WITH OTHER TRADES ON ANY CHANGES REQUIRED DUCT BELOW THE RATED DUCT DIAMETER. FLEXIBLE DUCT BENDS SHALL MAINTAIN A CENTERLINE FOR THE SUBSTITUTION, INCLUDING COSTS, ASSOCIATED WITH DUCTWORK, PIPING, ELECTRICAL AND RADIUS OF NOT LESS THAN ONE AND ONE-HALF (1.5) DUCT DIAMETERS. SAGS SHALL NOT EXCEED CONTROLS CONTRACTOR SHALL PROVIDE REQUIRED BAS HARDWARE, SOFTWARE, PERSONNEL AND STRUCTURAL TO IMPLEMENT THE SUBSTITUTED ITEM(S). ONE-HALF (0.5) INCH PER LINEAR FOOT OF FLEXIBLE DUCT. HANGERS, SADDLES, AND OTHER ASSISTANCE TO TAB AGENCY AS REQUIRED TO BALANCE THE SYSTEMS. CONTROLS CONTRACTOR SUPPORTS SHALL HAVE A MINIMUM WIDTH OF ONE AND ONE-HALF (1.5) INCHES. THE MECHANICAL SHALL ALSO PROVIDE TRENDING REPORT TO DEMONSTRATE THAT SYSTEMS ARE COMPLETE. THE MECHANICAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE DIFFUSERS AND GRILLES AND CONTRACTOR SHALL PROVIDE SUPPORT FOR FLEXIBLE DUCTWORK WITH A MAXIMUM SPACING OF 5'-0", MECHANICAL CONTRACTOR SHALL PROVIDE TAB AGENCY ONE COMPLETE SET OF CONTRACT SUBMIT A REQUEST -FOR -INFORMATION IF THERE IS A CONFLICT BETWEEN THE ARCHITECTURAL AND UNLESS OTHERWISE NOTED ON THE CONSTRUCTION DOCUMENTS OR AUTHORIZED BY THE DOCUMENTS, CHANGE ORDERS, AND APPROVED SUBMITTALS. MECHANICAL CONTRACTOR SHALL MECHANICAL PORTIONS OF THE CONSTRUCTION DOCUMENTS. THE MECHANICAL CONTRACTOR SHALL MECHANICAL ENGINEER. COORDINATE MEETINGS AND ASSISTANCE FROM SUPPLIERS AND CONTRACTORS AS REQUIRED BY TAB ALSO VERIFY THE TYPES OF CEILINGS IN THE SCOPE OF WORK PRIOR TO ORDERING DIFFUSERS AND AGENCY. MECHANICAL CONTRACTOR SHALL PROVIDE ADDITIONAL VALVES DAMPERS SHEAVES AND GRILLES. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE FINISH OF ALL DIFFUSERS AND SURFACES UPON WHICH CLOSURE OR SEALING PRODUCTS ARE TO BE APPLIED SHALL BE CLEAN AND BELTS AS REQUIRED BY TAB AGENCY. MECHANICAL CONTRACTOR SHALL FLAG ALL MANUAL VOLUME GRILLES, EXPOSED DUCTWORK, GRAVITY VENTILATORS, LOUVERS, AND WALL CAPS WITH THE DRY IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL DUCTWORK DAMPERS WITH FLUORESCENT OR OTHER HIGH -VISIBILITY TAPE. MECHANICAL CONTRACTOR SHALL ARCHITECT ALL VISIBLE EXTERIOR COMPONENTS (SUCH AS EXPOSED DUCTWORK AND LOUVERS) SHALL BE SEALED WITH A NON -HARDENING, NON -MIGRATING MASTIC OR LIQUID ELASTIC SEALANT AS PROVIDE ACCESS TO ALL DAMPERS, VALVES, TEST PORTS, NAMEPLATES AND OTHER APPURTENANCES SHALL BE PROVIDED WITH A PAINT -GRIP FINISH. REQUIRED TO MEET THE 2014 FLORIDA ENERGY CODE. THE MECHANICAL CONTRACTOR SHALL AS REQUIRED BY TAB AGENCY. MECHANICAL CONTRACTOR SHALL REPLACE OR REPAIR INSULATION AS PROVIDE HOT -DIPPED GALVANIZED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM, AND ANGLES REQUIRED BY TAB AGENCY. ANY CHANGE ORDER SUBMITTED BY THE GENERAL, MECHANICAL, OR ELECTRICAL CONTRACTORS FOR FOR INTERIOR DUCTWORK SUPPORTS. INTERIOR DUCTWORK SUPPORT SPACING SHALL NOT EXCEED - WORK WITHIN THE SCOPE OF THIS PROJECT SHALL NOT EXCEED THE VALUES LISTED IN THE MOST 5'-0". THE TEST AND BALANCE CONTRACTOR SHALL, UPON COMPLETION OF ALL NECESSARY TESTING AND CURRENT VERSIONS OF THE MEANS COST DATA BOOKS FOR THE APPLICABLE TRADES. EVERY CHANGE BALANCING AND AT LEAST ONE (1) WEEK PRIOR TO SUBSTANTIAL COMPLETION, ONE COPY OF THE TEST ORDER SHALL BE ACCOMPANIED BY A DETAILED COST BREAKDOWN FOR EACH TASK, INCLUDING THE MECHANICAL CONTRACTOR SHALL PROVIDE INSULATION WITH A MINIMUM R-VALUE OF 4.2 ON ALL AND BALANCE REPORT TO THE MECHANICAL ENGINEER. EQUIPMENT, MATERIALS, AND LABOR. THE MECHANICAL ENGINEER MAY, AT HIS DISCRETION, REQUIRE SUPPLY DUCTWORK. ALL DUCTWORK INSULATION, FITTINGS, COVERS, AND FINISHES SHALL HAVE A THE CONTRACTOR(S) TO PROVIDE A FINAL, VERIFIABLE ACCOUNTING OF EQUIPMENT, MATERIALS, AND MAXIMUM FLAME SPREAD RATING OF 25, A MAXIMUM SMOKE DEVELOPMENT RATING OF 50, AND SHALL THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE COST OF ANY SHEAVE CHANGES LABOR AFTER THE WORK IS COMPLETE AND PRIOR TO THE MECHANICAL ENGINEER'S APPROVAL OF BE IN COMPLIANCE WITH NFPA 90A. PROVIDE MINIMUM OF 1/2" FIBERGLASS WITH FOIL/SCRIM VAPOR REQUIRED FOR REBALANCING THE SYSTEM-. THE CONTRACTOR'S' FINAL PAY APPLICATION(S). LABOR RATES FOR CHANGE ORDERS SHALL NOT BARRIER ON THE BACK PAN OF ALL NEW SUPPLY AIR DEVICES. EXCEED $50/HOUR ($75/HR OVERTIME) FOR ANY CHANGE ORDERS INCLUDING ALL OVERHEAD AND 9. SUBSTANTIAL AND FINAL COMPLETION PROFIT UNLESS APPROVED BY THE ENGINEER OF RECORD, MATERIALRATES FOR PIPING SHALL NOT ALL OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10', 15" 30" FROM CLASS 2, CLASS 3 AND CLASS 4 EXCEED A 0.35 MULTIPLER FOR NIBCO MATERIALS UNLESS APPROVED BY ENGINEER OF RECORD. EXHAUST. THE MECHANICAL CONTRACTOR SHALL PROVIDE SCREENS ON ALL OUTSIDE AIR INTAKES THE MECHANICAL CONTRACTOR SHALL MAINTAIN A SET OF CONTINUOUSLY UPDATED, REPRODUCIBLE AND EXHAUST OUTLETS AT NO LESS THAN 1/4" BY 1/4 AND NO GREATER THAN 1/2" BY 1/2" . THE AS -BUILT DRAWINGS DURING CONSTRUCTION AND PROVIDE A COMPLETE SET OF THOSE DRAWINGS IN MECHANICAL CONTRACTOR SHALL PROVIDE A MOTORIZED DAMPERS ON THE OUTSIDE AIR DUCT. THE BOTH ELECTRONIC AND HARDCOPY FORMATS TO THE OWNER UPON FINAL COMPLETION. 3. MECHANICAL EQUIPMENT INSTALLATION MOTORIZED DAMPER SHALL BE INTERLOCKED WITH THE RESTRROM EXHAUST FAN AND CONTROLLED BY THE BUILDING MANAGEMENT SYSTEM. THE MECHANICAL CONTRACTOR SHALL CLEAN ALL COOLING AND HEATING COILS, CONDENSATE PANS, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER'S' AND CONDENSATE DRAIN LINES PRIOR TO SUBSTANTIAL COMPLETION. THE MECHANICAL CONTRACTOR INSTALLATION AND MAINTENANCE MANUALS. THOSE MANUALS WILL TYPICALLY PROVIDE MORE DETAIL THE MECHANICAL CONTRACTOR SHALL PROVIDE AN OPPOSED -BLADE VOLUME DAMPER AT EVERY SHALL ALSO REPLACE ALL FILTERS AND BELTS PRIOR TO SUBSTANTIAL COMPLETION AND PROVIDE THAN THE CONSTRUCTION DOCUMENTS. IF THERE IS A CONFLICT BETWEEN THE INSTALLATION AND RECTANGULAR TAKE -OFF FOR A DIFFUSER OR GRILLE. DAMPER BLADES SHALL BE CONSTRUCTED OF TWO (2) COMPLETE REPLACEMENT SETS OF FILTERS AND (2) SETS OF BELTS FOR ALL MECHANICAL MAINTENANCE MANUALS AND THE CONSTRUCTION DOCUMENTS, THEN THE MECHANICAL CONTRACTOR AT LEAST TWO GAUGES HEAVIER THAN THE DUCT IN WHICH THEY ARE INSTALLED (MINIMUM 22 GAUGE). EQUIPMENT TO THE OWNER UPON FINAL COMPLETION. SHALL SUBMIT A REQUEST -FOR -INFORMATION TO THE MECHANICAL ENGINEER. PIVOT RODS OVER 12" SHALL BE CONTINUOUS. A SEAL SHALL BE INSTALLED WHERE THE ROD PENETRATES THE DUCT. ADJUSTMENT AND LOCKING HARDWARE SHALL BE SUSTAINABLE ENOUGH TO THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL PROVIDE TWO (2) BOUND COPIES OF ALL ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE ADJUST THE DAMPER WITHOUT VIBRATION AND TO PERMANENTLY LOCK THE DAMPER IN POSITION. MECHANICAL AND ELECTRICAL CONTRACTOR WARRANTIES, MANUFACTURER'S' WARRANTIES, PARTS PROVIDED FOR MAINTENANCE. ALL MECHANICAL EQUIPMENT AT A HEIGHT GREATER THAN SIXTEEN (16) GROOVED LOCKING RINGS SHALL BE USED IN DUCT. FRICTION LOCK DAMPERS ARE NOT ALLOWED. A 2" LISTS, AND INSTALLATION AND MAINTENANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, AS WELL AS FEET SHALL HAVE A PERMANENT MEANS OF ACCESS. ALL COMPRESSORS SHALL HAVE A MINIMUM OF STANDOFF SHALL BE USED AND ACCESSIBLE FOR ADJUSTMENT WITHOUT DAMAGING THE INSULATION. INSTRUCTIONS FOR OPERATING AND MAINTAINING ALL MECHANICAL EQUIPMENT TO THE OWNER UPON THIRTY (30) INCHES OF CLEAR SPACE ON THE SERVICE SIDE(S). MECHANICAL CONTRACTOR SHALL VERIFY DAMPERS ARE FULLY FUNCTIONAL AND ARE LEFT WIDE FINAL COMPLETION. OPEN AND SECURELY LOCKED IN PREPARATION FOR TEST AND BALANCE START UP. (ROUND OR OVAL THE MECHANICAL CONTRACTOR SHALL PROVIDE VIBRATION ISOLATION AS RECOMMENDED BY THE BRANCHES, OUTLETS, AND TAKE -OFFS FOR DIFFUSERS AND GRILLES SHALL BE PROVIDED WITH MANUFACTURER(S) AND/OR REQUIRED BY THE MECHANICAL ENGINEER TO ENSURE QUIET OPERATION STANDARD VOLUME DAMPERS.) NOT ALL DAMPERS ARE SHOWN ON THE CONSTRUCTION DOCUMENTS. OF THE MECHANICAL EQUIPMENT. NO UNDUE VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE HOWEVER, DAMPERS ARE REQUIRED FOR EVERY BRANCH, OUTLET, AND TAKE -OFF. SOME DAMPERS STRUCTURE OR ANY OCCUPIED SPACES WITHIN THE STRUCTURE. MAY BE REQUIRED AFTER TRANSITIONS. THE FILTER RACKS SHALL BE INSTALLED SUCH THAT SUFFICIENT CLEARANCES ARE PROVIDED FOR THE MECHANICAL CONTRACTOR SHALL CLEARLY AND PERMANENTLY MARK EACH VOLUME DAMPER'S b MECHANICAL LEGEND SD RG EG ® ® NEW CEILING DIFFUSER/GRILLE (LAY -IN) SUPPLY DIFFUSER AIR FLOW O NEW CEILING DIFFUSER/GRILLE (LINEAR SLOT) NEW DUCTWORK NEW POINT OF CONNECTION DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 9U- ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES SPIN -IN FITTING WITH DAMPER FLEXIBLE DUCT CONNECTION CD NEW CONDENSATE LINE NEW REFRIGERANT LINES —G� DOOR GRILLE MD MOTORIZED DAMPER (WITH ACCESS DOOR ON ACCESSIBLE SIDE) VOLUME DAMPER SD SMOKE DETECTOR ODDC THERMOSTAT (INSTALL AT 48" AFF) GDDC TEMPERATURE SENSOR TC TIME CLOCK ElTHERMOSTAT (NON - DDC) W x D RECTANGULAR DUCT WIDTH x DEPTH INCHES 0 ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO MECHANICAL SHEET INDEX M-0 MECHANICAL SPECIFICATIONS M-1.1 MECHANICAL DESIGN PLAN M-1.2 MECHANICAL ROOF PLAN M-2.1 MECHANICAL SCHEDULES M-2.2 MECHANICAL DETAILS M-2.3 FAN COIL UNIT WIRING DIAGRAM co cow p mCO oa r U o (0 Qi 3 C N O O � y O W o Z C � C Q o 3 M111-0 O N 2 N ^� 0) U_ 41 r �v //{i O m � E W ./ 1u "tW15 c U "� N U -y cn w V) •. ry f • • 'S! d a U ! a ®�a•� cl L � N C O O 00 >42 r Q a om W C: 'ITm� � U c a 00 EN 0 2 0 _ 0 a .� �a Lo O U 0) U c CCD M ■+ m N N Oi T 0 �LOo 00 /� ♦ , co C7 O O @ L v p U C ■� U- a co m Q.-0 U n 1..� Y LL(6 �� r � � L 106 m L 4-j V) cn F— N L CCU U Q fp U U co ■ � T -L T � O -t 0 LL O U N L Q m MA O O O O m Q LLJ E U_ O Li c LL o .N p EE ' O U mv � u) m _J = m >r"- = cLLJ J 2 (/) N CCD N 1 1 1 2 1 3 1 4 1 5 ' 6 17 8 9 110 11 12 ' THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. MECHANICAL SPECIFICATIONS �C LEGEND NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. .11 SCALE: N.T.S sheet no. M-0 H1 G.I F1 E DI B 020 ER 75 CFM NECK: 6x6 SD-3 45 CFM NECK: 6"0 SD-1 130 CFM NECK: 8"0 SD-2 150 CFM NECK: 8"0 2-WAY SD-2 200 CFM NECK: 8"0 2-WAY CU 1 WOMEN 'S TOILET 1 8'-6 E__SROOM ESTIBULE 110 9- JANITOR C LQS-� RFG-2 BREAK 8'-6 RR I.T.- 875 CFM ELECTRICAL 20x2O 107 LD-2 175 CFM 3SLOTS DFC 1 MARKETING WINDOW 10 LD-2 — 175 CFM 3 SLOTS FE2q MEN'S LD-2 220 CFM 3 SLOTS CONNECT • • .- „ PROVIDED . ' �/- • �� . 1 • ER WA 'Wild � i - IIl�iil 111— • - Comm Elm'- ,I'll, '®�� ■ i����.� ON i� / 1 260 CFM UP TO 12x12 12x12 I� � ran � ��►���i ��" --_ n 1l-- _� `_ T � `. T11 ��A. TO . ®■ A ■�� LD-2 175 CFM 3 SLOTS THREADED ROD HANGERS AND TRAPEZES TO ROOF STRUCTURE WITH NEOPRENE VIBRATION ISOLATORS (TYP.) FLEXIBLE DUCT CONNECTIONS REQUIRED FOR SUPPLY AND RETURN REFRIGERANT LINES: CLEAR OF ALL PANELS SUPPLY FAN AIR DUCT O LD-2 175 CFM 3 SLOTS LD-2 175 CFM 4 SLOTS FACTORY FILTER RACK TO REMAIN EMPTY. FILTERS ARE LOCATED IN GRILLE PER MECHANICAL PLAN. RETURN AIR DUCT VERTICAL RISE BY PUMP CONDENSATE OVERFLOW PROTECTION: SLOPE HORIZONTAL SAFE-T-SWITCH #SS2 ON AUXILIARY MINIMUM 1/8"/FOOT DRAIN TO SHUT DOWN SYSTEM IF CONDENSATE BACKS UP. HORIZONTAL DUCTED FAN COIL UNIT (DX) DETAIL NOT TO SCALE 1 2 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. LD-2 230 CFM L-1 3 SLOTS TELLER-C NNECT CONFERE CE WORK ATM VE TIBULE ROOM ROOM SD-2 1 SD-2 S 122 121 380 CFM 145 CFM 75 C ' —1 " g' —0 CK:12' , NECK:8"0 NEC 2- 3-WAY � MECH4ANoCAL DESIGN PLAN pa rk4 7piopi a 05 SD-1 60 CFM NECK: 6"0 OFFICE 1 �8 - 6, LD-1 70 CFM 2 SLOTS LD-1 110 CFM 3 SLOTS OFFICE 118 8'-6 SD-1 0 FFI C 60 CFM 1 g NECK: 6"0 6 LD-1 120 CFM 3 SLOTS SD-1 60 CFM NECK: 6"0 LD-1 100 CFM 3 SLOTS 2 PARTIAL SECTION - MARKETING WINDOW SCALE: 1/4" = T-0" OKEYED NOTES 1. EWC-1 LOCATED ABOVE CEILING GRID. MECHANICAL CONTRACTOR TO COORDINATE LOCATION WITH PLUMBING CONTRACTOR. (SEE PLUMBING SHEETS) 2. AHU-1 SHALL HAVE A LOW WALL RETURN GRILLE IN WALL DIRECTLY BEHIND UNIT. GRILLE SHALL HAVE A 18"x18" NECK SIZE AND BE A METALAIRE "RH." CONTRACTOR SHALL BALANCE TO 1025 CFM. "(TAG: a 3. DUCT MOUNTED TEMPERATURE SENSOR. 4. CONTRACTOR SHALL PRODIVE SINGLE LD-2 DEVICE WITH TWO PLENUMS (EACH 24" LONG) FOR SYSTEMS AHU-1 & FCU-4 AIR FLOW. AIR FLOW BREAKDOWN: AHU-1 CONTRIBUTES 70 CFM, FCU-4 CONTRIBUTES 140 CFM. 5. CONDENSATE DRAIN IN JANITORS CLOSET (SEE PLUMBING PLANS). FAN COILS SHALL BE PROVIDED WITH INTEGRAL PUMPS, ROUTE CONDENSATE WITH INSULATION ABOVE CEILING TO CONDENSATE DRAIN. SIZE PIPING PER FLORIDA MECHANICAL CODE TABLE 307.2.2 (MINIMUM SIZES). GENERAL NOTES 1. ALL RETURN, OUTSIDE AIR & EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL. SUPPLY DUCTWORK SHALL BE EXTERNALLY WRAPPED SHEET METAL. SEE DETAILS ON SHEET M-2. 2. RHEEM IS THE BASIS OF DESIGN FOR THE AIR CONDITIONING EQUIPMENT. SUNTRUST HAS A NEGOTIATED FEE SCHEDULE WITH�RHEEM. EQUIPMENT SHALL BE PURCHASED BY MECHANICAL CONTRACTOR. CONTROL NOTES 1. ALL CONTROLS ARE SHOWN ON SEPARATE CONTROLS DRAWINGS TO BE INCLUDED IN THE BID SET.. THESE ' HVAC CONTROLS ARE DDC AND SHALL BE MONITORED AND CONTROLLED THROUGH A DIGITAL BUILDING MANAGEMENT SYSTEM (BMS) WITH AN INTERNET CONNECTION FOR REMOTE MONITORING AND CONTROL. THE LOCATIONS OF SENSORS ARE SHOWN ON SHEET M-1. 2. THE CONTROLS PACKAGE IS FURNISHED BY SUNTRUST. ONCE THE BID IS AWARDED, THE CONTRACTOR SHALL. NOTIFY SUNTRUST TO FACILITATE THE DELIVERY OF THE CONTROLS PACKAGE. 3. THE MECHANICAL'CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL LOW VOLTAGE HVAC CONTROLS PER THE CONTROLS DRAWINGS. . 4. THIS SYSTEM ALSO CONTROLS LIGHTING AND THE WATER HEATER. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MAKING THESE INTERLOCKS AND INSTALLATION OF THE MAIN BMS PANEL. 5. THERE ARE CONTROLS INDEPENDENT OF THE DDC SYSTEM THAT ARE COVERED ON THE MECHANICAL DRAWINGS. THESE ITEM(S) ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR AND ARE AS FOLLOWS: 5.1. PROVIDE MOTORIZED OUTSIDE AIR DAMPER AND INTERLOCK TO FULLY OPEN AS CONTROLLED BY THE . DDC SYSTEM. EXHAUST FANS -MAY BE INTERLOCKED WITH BMS OR LIGHTS/WALL SWITCH. SEE CONTROL AND ELECTRICAL DRAWINGS. 6. ALL CONTROL WIRING SHALL BE RETURN AIR PLENUM RATED, PROVIDED BY THE MECHANICAL CONTRACTOR. SEE CONTROLS DRAWINGS FOR WIRE TYPE. AIR DISTRIBUTION SCHEDULE MARK CFM NECK FACE DESCRIPTION SIZE SIZE SUPPLY DIFFUSER LAY -IN, SQUARE PANEL FACE. ADJUSTABLE CURVED BLADE DAMPER SDA SEE PLAN SEE PLAN 24"x24" BASIS OF DESIGN: METALAIRE "5750-AL" MATERIAL: ALUMINUM FACE COLOR: OFF - WHITE SUPPLY DIFFUSER LAY -IN, EXTRUDED LOUVER. SD-2 SEE PLAN SEE PLAN 24"x24" BASIS OF DESIGN: METALAIRE "5500-6-IV" MATERIAL: ALUMINUM COLOR: OFF -WHITE SUPPLY DIFFUSER SURFACE MOUNT, EXTRUDED LOUVER. SD-3 SEE PLAN SEE PLAN - BASIS OF DESIGN: METALAIRE "5500-1-IV" MATERIAL: ALUMINUM COLOR: OFF - WHITE LD-1 SEE PLAN LENGTH: LINEAR SLOT SUPPLY: LAY -IN BASIS OF DESIGN: METALAIRE 24 MODEL: 6675 (ALUMINUM), W/ 3/4" SLOTS COLOR: WHITE CONTRACTOR SHALL USE UPI 6600, OR FEILD FABURICATE DIFFUSER PLENUM LD-2 SEE PLAN LENGTH: LINEAR SLOT SUPPLY: SURFACE MOUNT BASIS OF DESIGN: METALAIRE 4811 MODEL: 6675 (ALUMINUM), W/ 3/4" SLOTS COLOR: WHITE CONTRACTOR SHALL USE UPI 6600, OR FEILD FABURICATE DIFFUSER PLENUM RETURN / EXHAUST REGISTER SURFACE MOUNT, 45° BLADE, 3/4" SPACING RR/ER SEE PLAN . SEE PLAN 24"x24" BASIS OF DESIGN: METALAIRE "RH-1" OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF -WHITE RETURN / EXHAUST GRILLE LAY -IN, 45° BLADE,.3/4" SPACING RG/EG SEE PLAN SEE PLAN 24"x24" BASIS OF DESIGN: METALAIRE "RH-6" OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF -WHITE RETURN FILTER GRILLE LAY -IN, 45° BLADE, 3/4" SPACING, W/ 20"x20"x1" PLEATED FILTER RFG-1 SEE PLAN 20"x20" 24"x24" BASIS OF DESIGN: METALAIRE "RHF-6" OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF - WHITE RETURN FILTER GRILLE SURFACE MOUT, 45° BLADE, 3/4" SPACING, W/ 12"x12"x1"OR 20"x20"x1" RFG-2 SEE PLAN SEE PLAN - PLEATED FILTER ACORRDING TO NECK SIZE. NOMINAL FILTER SIZE NOTED ON PLAN BASIS OF DESIGN: METALAIRE "RHF-1" OPPOSED BLADE DAMPER IN NECK MATERIAL: ALUMINUM COLOR: OFF - WHITE NOTES: 1. PROVIDE VOLUME DAMPERS AT RUNOUT TAP OR IN NECK, SEE DETAILS. 2. PROVIDE A PRICE TRM PLASTER FRAME (MODEL # AMF) OR AN APPROVED EQUAL FOR EACH LAY -IN AIR DEVICE IN A PLASTER OR GYPSUM -TYPE CEILING. 3. THE RUN -OUT DUCT SIZE FOR EACH SUPPLY DIFFUSER SHALL BE THE SAME SIZE AS THE NECK UNLESS OTHERWISE NOTED ON PLANS. THE RUN -OUT DUCT SIZE FOR EACH RETURN/EXHAUST GRILLE SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): CFM DUCT DIAMETER DIFFUSER/GRILL 0-100 6"0 TAG LEGEND 101-220 8110 221-350 10"0 S D/RG/EG 351-480 12"Q1 CFM 481-600 14"0 NECK SIZE 601-1200 . 22x10 X-WAY 1201-1880 22x14 PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED. 4. COORDINATE THE BORDER TYPE FOR EACH LINEAR SLOT SUPPLY AND RETURN WITH THE ARCHITECT OR OWNER. 5. EACH LINEAR SLOT SUPPLY AND RETURN SHALL BE X" LONG WITH Y (Y) 1" SLOTS. PROVIDE A BOOT PLENUM WITH A CENTRALLY -LOCATED 2" DEEP Z" OVAL COLLAR FOR EACH LINEAR SLOT SUPPLY. 6. PROVIDE MINIMUM OF 2' FIBERGLASS WITH FOIUSCRIM VAPOR BARRIER. 7. APPROVED ALTERNATIVE MANUFACTURES: CARNES, KRUEGER, METALAIRE, AND TITUS. ° �n 049 2 �P t.J 0)(3 � M ^ (O 00 M O N N (0C,� U 00 1 , 0? W ^ cn V, °o � CO = 4 i I� COW p) 'a L (co) ^, V/ p M o L m L o m c � a) ^` E v , ENU F- N U a) off r �z� U Q (YO U U � m ■� r�... L r 7 O W LL O � \ N II 0 0 � I m �- LLJ � U = 0 cn E ,O^ m —' LL_ co c V J_ CO c _ ClD N � N M w o_ 0 o o w Q � vL m V) v ca U w o 0 -0O C> 4 5 1 6 1 7 1 8 1 9 ' 10 ' 11 ' 12 sheet no. - MECHANICAL DESIGN M _ 1 1 SCALE: N.T.S I o I H G F E D C B -- ASHRAE Standard 62.1-2004-2010 By ASE - ----- ------- --.---� Ventilation Parameters Std 170 - Cooling - - Heating - Occupancy Rp Pz Ra Az Vbz Min OA Ez Voz Ez Voz Svstem Zone Room Category cfm / p People cfm/ft2 ft2 cfm ach cfm cfm 117 Office - FCU - N Office space 5.00 0.00 0.00 28 0 1.00 0 1.00 0 118 OfFce FCf t - N Office space . - 5,0�� �010 O.IQ 581 0 1 0! 0 119 - Office - FCU - N Office space 5.00 0.00 0.00 29 0 1.00 0 1.00 0 N4ith 0 00 00 0. FCU - 2 - N 0, 00 0.00 0.00 114 0 0 104 -Foyer - FCC Lobbies • 5.00 Or00 fl:00'75 r' • ,'� 0 IC 0 1,00 0 119 119 - Office - FCU - E Office space 5.00 0.00 0.00 29 0 1.00 0 1.00 0 122 - C,onferrtcp rm FCU - E Of Piee Space " I 5.Q0 `0:00 0:40 $7a 01.00 i, .0 East 0.00 0.00 0.00 190 0 0 0 FCU-1_� 115 - Office - FCU - W Office space 0.00 O.OQ 6.00vUP, 1905" i�� 0 5.00 0.00 0.00 58 0 1.00 0 0 1.00 0 1 I- {Rice - EAU - W 117 - Office - FCU - W ©ffiee space Office space 0 D 00 0 QO 57 " _ 5.00 0.00 0.00 28 0 1:OQ0 1.00 -0 1.00 0 t/VestO.QOg0.;O.QO 14? 0 0 0 FCU - 4 - W 0.00 0.00 0.00 143 0 0 0 t` clasei s DFC-1 Telephprie.Cfitssts O.AO . or00', 0,30 , "� 68, 0- 0.00 0.00 0.00 68 0 1.00 0 0 1.00 Us 0 106 --Marketirig WJhdQW "= 5CU - 56,E Defaul 'Std62 SE ;A:bO - 0 00 0.00 �jiQ „ 1 .00 0.00 0.00 0.00 128 0 0 : 0 1.00 �'' 0 ; 0 FCU 3 - SE i 66, 0Q0� 0 00 0,00 113 - Vestibule - Core Corridors 0.00 1.00 0.06 76 5 1.00 - 5 1.00 5 115 - Off1 e Core s s y ffico S ace00 p . 1.00 . 012 S 12 -.12 .� i' W,. 1 12 116 - Office - Core sys Office space 5.00 1.00 0.12 57 12 1.00 12- 1.00 12 � � 118 - Office - Core sys Office space 5.00 1.00 0.12� 58� 12 1.00 t2 1.00 12 office Cc esys 120 - Copy room Office•space Office space 5: 0� 10(; '�,i 0�� 2 rl ",3i7 12 .1.00 5.00 0.00 0.06 57 3 1.00 12 -.3..1 1,00 00 12. 3 12i ,Workroom; 122 - Conference rm - Core sys t7fficespace - Conference/ meeting 5.10 1 00 O.C' 39= 7 `;. 5.00 3.00 0.12 87 25 4.QQ 7 1.00 25 1.00 7:. 25 101 -Foyer- Cori sys : 105 Cash rm - Core sys Lobbies Office space 5��01 0�1, rs'� 02 ��! �� 14 5.00 1.00 0.12 92 16 LO_ 1.00 Y4 16 1.00 1.00 i 14 16 Protect Name: Zephyrhills SunTrust TRACE® 700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Dataset Name: 16096 14 ZHILLS.TRC Alternative - 1 ASHRAE Standard 62.1-200412007 Report Page 2 of 7 Ventilation Parameters Std 170 - Cooling - Heating - Occupancy Rp Pz Ra Az Vbz Min OA Ez Voz Ez Voz Svstem Zone Room Category cfm / p People cfm/ft2 ft2 cfm ach cfm cfm 104 - Teller rm - Core sys Reception areas 5.00 3.00 0.12 93 26 1.00 26- 1.00 26 11Q;=C)rSrodor,roreisy ;'� Gorriditrs q_QO.':i 000 .i 0,7 S; 1.pft 5 1,00 5<, 102- Lobby - Core sys Lobbies 5.00 4 00 0.06 792 68 1.00 68 1.00 68 114 �fauit-Corr Sys "Office space ' 5.10' O.oO .i O.Q6 15'2' 9 `• 1,,00 , 91.b0 g: Core 4.76 2100 0.08 1,890 260 260 260 AHU -1,- Cpre, .76 �: 2100 i•O.dB 1�,89Q� 260 260 -60 104 - Teller rm - FC Reception areas 5.00 0.00 0.0 0 93 0 1.00 0 1.00 p FCIJ 7 Teller O.RO 4 OQ ' 0.04 93 _ 0 0 p, 105 - Cash rm - FC Office space 5.00 0.00 0.00 92� 0 1.00 0 1.00 0 Lei i4,6asfl o.00 a.00 o op:` o o :o 111 - Womens bath Default Std62 0.00 0.00 0.00 64 0 1.00 0 1.00 0 srk rm -'Fc � Sr���ooms 5 o 110 - Corridor - FC Corridors 0.00 0.00 0.00 41 0 1.00 0 1.00 0 112 • hens bath" �� Defautt Std62 � _ :_ � . .< . O:bO 0:00 O.QO. 66 0 1 _t74. 0 1.00 0 '' n, FCU - 5 - Breakraom 0,0.. 00 0.00 0.00 273 0 0 ProlectName: ZephyrhillsSunTrust Dataset Name: 16096 14 ZHILLS.TRC TRACE® 700 v6.3.2 calculated at 02:53 PM on 08/30/2016 Alternative-1 ASH RAE Standard 62.1-2004/2007 Report Page 3 of 7 1 1 1 2 1 3 1 4 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 6 1 7 (-jj)�MECH4ANICAL ROOF PLAN 3 I M HER 0�U) oa ��U �o c4-,0 :c O � N O p� d Wes JJ L' p 0�U M Q m3 c C) a) U No n � U N 0 N CC). E w Cn � (0 a) E �`"� E a+ w o C: ° C�( co V z N C O CC) Q ° CO 0- o °N O ^L O 0 Q ,m LL d U M ^ CO 00 cM M (D V O 04 T W ^ c, V, 0 M rM`` O L O o c �LLO C 0 � o @ c � o EFU L.L N .0 06 Q " 'm V '^ V, /W\ U � co v 2 ■� r 7 T 0 LL 0 U N Q O _O Li m E � U = L� .2 O o E � o m � IZ a �_ F- = m n _ w a_ C o o � a �- U m V) cfl U W � 0 O N � O 5 1 11 1 12 1 sheet no. MECHANICAL ROOF PLAN _ 1 SCALE: N.T.S I o ICI G F E 1 C 0 a 0 00 I 0 Q A a) 0 co 0 N N O Q MITSUBISHI CONDENSING UNIT SCHEDULE System Tag- System 1 System 2 Tag Reference CUA DCU-1 M-Net Address 51 N/A Model Number PURY-P96TLMU-A-BS PUY-AI8NHA5 Modules . P96 t� i C c` B Nominal Cooling Ca TUIh ' oI 9 i� { ), 9 6 000.0< 1 000.0 8 > '� E N i U h Nominal Heating Capacity (BT / ,) 108,000.0 00.0' Z Cooling Efficiency IEER/EER [SEER] 27 / 14.1 [15.3) Heating COP @ 47a F [HSPFI 4.0 [Clg Only] Nom System Connected Capacity (°lam of NOM)' • 114.6% 100.0° - 0 Design Cooling Outdoor Temp DB (F) 93.0 93.0 V. Design Heating Outdoor Temp WB (F 35.7 35.7 t� Max Pipe Length from BC or 1st Joint (feet) 71.4 0.0 Refdg Pipe Dim High/Low Pressure (inch) (See Note 4) 3/4 / 718 1I41 1/2 Corrected Cooling Total Capacity (BTU/h) 102,403.4 15,484.6 c c Corrected Heating Capacity (BTU1h) 123,929.3 00.0 a Sound Pressure (dBA) 58 48 CL Compressor Type SCROLL Compressor Quantity 1 Preliminary Added Field Charge (See Nate 5) 32.2 -0.1 Voltage I Phase 2081230V / 3-phase 3-wire P 2081230V 1' .L' MCA 2081230 or [460V] 33/30 2' Recommended Fuse Size (RFS) - N/A MOCIP 50/50 N/A to C Applicable System Notes - See Notes Below 1, 2, 3, 4, 5 1,, 2, 3., 4, 5 a 1. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR.COIL EAT OF 80/67°F (DB/WB), OUTDOOR OF 95°F (DB). 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 70°F (DB), OUTDOOR OF 43°F (WB) 3. EFFICIENCY VALUES FOR EER, IEER, COP ARE BASED ON AHRI 1230 TEST METHOD FOR MIXTURE W OF DUCTED &NON -DUCTED INDOOR UNITS. 4. FOR SYSTEMS WITH MULTIPLE MODULES, REFRIGERANT PIPE DIMENSIONS INDICATE TOTAL z SYSTEM COMBINED PIPING DOWNSTREAM OF MODULE TWINNING. 5. ADDED FIELD CHARGE LISTED IS IN ADDITION TO FACTORY CHARGE, THIS MUST BE UPDATED BASED UPON FINAL AS -BUILT PIPING LAYOUT. 6. INCLUDE LOW AMBIENT HOOD KIT WITH ASSOCIATED WIND BAFFLES FOR 100% LOW AMBIENT COOLING DOWN TO MINUS (-) 10°F. MITSUBISHI FAN COIL UNIT SCHEDULE System Tag System 1 System 1 System 1 System 1' System 1 System 1 System 1 System 2 Tag Reference FCU-1 FCU-2`. FCU73 FCU-4 FCU-5 FCU-6 FCU-7 DFC-1 Room Name East Room: North Offices SE Signage West Offices Breakroom Cashiers Tellers IT Room M-Net Address 1 2' 3 4 5 6 7 N/A Model - - PEFY P30NMAU E3 PEFY P08NMAU-E _ PEF-P4NIVIAU E3 pc� - r L� � P24MAU E '- - 'PEFY P08NMAii E3 f'LFY Pt78NMi.I-ER4 . 8 - I�LFY Pti f�CMU ER4 PKA-A 8HA 1 6 tv-. c Type . Ceiling concealed type (ducted) Ceiling concealedtype(ducted} Ceiling concealed type {ducted) Ceiling Ceiling concealed type (ducted) Ceiling concealed type (ducted)' Ceiling cassette ` ; a Cei ►ng(4-way airflow) type C Ceiling cassette (4-way air�ow e� ng eke 4 �/ ) �I� Wall mounted type Yp Nominal Coaling Capacity (BTUIh) 30,000.0 8,000.0 24,000.0 24,0003 O 8,000.0- 8,000.0 8,000.0 18,000.0 Nominal Heating Capacity (BTU/) 34,000.0 9,000.0 27,000.0 27,000.0' 9,000.0 9,0001-0 9,000.0 19,000-0 Cooling Design Entering Temp DB/WB (F)</ [Water in temp]: 76.1/650 76.1/62.1 81.1160.0 76.1/61.5 76.1162.8 76.1160.0 6 1 7 . /62. 1 75.3157,0 .2 Heating Design Entering Temp DB/WB (°F) / [Water in temp[ 70.0' 70.0 70.0 700 70.0 70-0 70-0 70.0 c Cooling Diversity Full/ Partial: (See Nate 5, 6) PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTlALD�'MAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND` .�: � 'Heating Diversity Full/Partial (See Note 5, 6) PARTIAL DEMAND PARTIAL DEMAND PARTIAL DEMAND PARTIALDEMAND PARTIAL DEMAND PARTIAL DEMAND' PARTIAL DEMAND PARTIAL DEMAND a�. Refrig Pipe dim Liquid/Suction (inch) 3181518' 1/41 1/2 318 / 5/8 3/8 f 5AB 1/4 / 112 1/4 / 112 1141 1/2 1/2 / 114 Cooling Total Capacity (BTU/h) 291271.9 7,434;6 21,507.5' 22,053.8 7,531.8 7,169.2 7,434,E 15,484,6 Cooling Sensible Capacity (BTU/h) 20,214.7 fi,82 :2 21,507.5 20,941.0 6,617.8 7,169,2 6,962.4 15,484.6 c� Heating Capacity (BTU/h) 33, ,& 8,994.9 26,984.E 26,984.6 8,994.9 8,994.9 8,994.9 00:0 Estimated Cooling Coil LAT ff) / [LWT]; 54.6 54.8' 58.0 53.9 55.4 56,9 57.4 412 0. Estimated HeatingCoil LAT �F 1 L : ( .) I 105.7 97.8 98.3 98.3 97.8 93.8 93.8 70.0 Peak Fan Airflow {cflm) / [Design gpm] 883 300 883 883 3,00 350' 350 425 Max Fan ESP Setting 208V1230t/ (IN WG) 0.6/0.6. 0006 0.610.E 0.610: 0._6/0.6 W �'' Sound Pressure: Per Fan Speed 208V/230V (dBA) 30-34-39 26-28-29 30-34-3 30-34-3 26 28-2 29-32-38 29-32-38 36-40-43 Voltage /Phase 208/230V/1 phase: 208l230V11 phase 20812301]/1 phase. 2081230V11 ,phase. 208/230V/1-phase 208123(3V1'I phase` e 208/230V/1 -phase 2 '/ 3 - s {l6 2 (3Ut1 plea, e ` Power Cooling 208V/230V (kW) 0.17 0.06 0.17 0.17 0.06 0.05 0-05 2.2 Power Heating208V/230V (kW) 0.15 0.04 0.15 0.1 0-04. 0,05, 0.05 1.97 as LU Electrical MCA/MFS `2 73 28 2.73 230 , /15 5 208 / _05 2 15 1.0 V 1 30V 2 7 208V 2 7 30V' 115 � 3 3 2 2:73 208V 2.73 230V 115 .05 O8V 0V 1. 2 11 05 23 5 1 2 5 0. 9/1 0 29/15 P veered b o Outdoor ttr �' ° Applicable System Notes - See Notes Below 1, 2, 3, 4, 5, 6 1, 213, 4, 5,6 1, 2, 3, 4, 5, 6 1, 2, 314, 5, 1, , 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 1, 2, 3, 4, 5, 6 O ZO 1. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 80/67°F (DB/WB), OUTDOOR OF 95°F (DB). - 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 70°F (DB), OUTDOOR OF 43°F (WB). w 3. SEE OUTDOOR UNIT SCHEDULE FOR OUTDOOR AMBIENT CONDITIONS, CONNECTED CAPACITY, AND OTHER FACTORS ASSOCIATED WITH CORRECTED CAPACITIES. H O - V CONNECTED CAPACITY INDICATED N OUTDOOR NIT SCHEDULE FOR ASSOCIATED SYSTEM. PARTIAL CORRECTED CAPACITY ASSUMES SUFFICIENT DIVERSITY EXISTS SUCH THAT 4. FULL DEMAND CORRECTED CAPACITY INCLUDES DE RATE ASSOCIATED WITH INDOOR S. OUTDOOR CON C CA C C O OU 00 U Z THE CONNECTED CAPACITY DE -RATE DOES NOT APPLY. IT IS THE DESIGNER'S RESPONSIBILITY TO ENSURE "DIAMOND SYSTEM BUILDER" IS SET IN THE APPROPRIATE OUTPUT CAPACITY SETTING (FULL DEMAND/PARTIAL DEMAND) PRIOR TO GENERATING THIS SCHEDULE. 5. IT IS RECOMMENDED TO ALWAYS BASE HEATING CORRECTED CAPACITY ON FULL DEMAND. HOODED GRAVITY VENT SCHEDULE MARK GRV-OA GRV-EX AREA SERVED ERVA ERVA PURPOSE OUTSIDE AIR EXHAUST Q MANUFACTURER GREENHECK GREENHECK 0 W MODEL NUMBER FGI FGR oAIR FLOW (CFM) 320 250 J THROAT AREA (SQF) 0.69 0.44 EXTERNAL STATIC 0.05 0.076 PRESS. (IWG) THROAT DIMENSIONS 10x10 8x8 1. PROVIDE GRAVITY VENT AND ROOF CURB WITH HIGH WIND W RATING, FLORIDA PRODUCT APPROVAL #FL12917.1 & O MIAMI-DADE NOA#09-0511.03 Z 2. PROVIDE FACTORY 12" HIGH CURB. 3. ATTACH GRAVITY VENT TO CURB AND CURB TO ROOF STRUCTURE PER MANUFACTURER LITERATURE. VRF HEAT RECOVERY BRANCH CIRCUIT CONTROLLER System Tag System I Tag Reference BC-1 M-Net Address 52 Model Number CMB-P1O10NU- Type (double I Main I Sub) Single E °` Z" Number of Ports TO Connected Capacity to BC 106,000.0 Voltage / Phase 20812230V / 1-phase Power Cooling 218V/230V (kW) 0.138 Power Heating 208V/23 lV (kW) 0.066 LU MCA 208/230 0.83 / 0.75' a Applicable System Notes - See Notes Below 1, 2 z Q 1. INCLUDE DIAMONDBACK BALL VALVES BV-SERIES, 70OPSIG W WORKING PRESSURE, FULL PORT, 410A RATED. 2. CONNECTED CAPACITY TO BC SHOULD NOT EXCEED 189,000 z BTU/H FOR DOUBLE BCS AND 126,000 BTU/H FOR SUB BCS. ENERGY RECOVERY VENTILATOR MARK ERV-1 MANUFACTURER LOSSNAY MODEL NUMBER LGH-F470 QUNIT WEIGHT (LBS) 119 w EXTERNAL SP (IN. WG) 0.33 FAN POWER (HP) 0.52 NUMBER OF MOTOR POLES 4 VOLUME (CFM) 320 ENTERING AIR SUMMER W U) DRY BULB (°F) 88.0 WET BULB (°F) 78.0 Q ENTHALPY (BTU/Ib) 41.62 oENTERING O AIR WINTER DB (°F) 38.4 LEAVING AIR SUMMER DRY BULB (°F) 79.2 WET BULB (°F) 70.7 ENTHALPY (BTU/Ib) 34.82 LEAVING AIR WINTER DB (°F) 59.9 VOLUME (CFM) 250 W 0 65 w Q ENTERING AIR SUMMER DRY BULB (°F) 75.0 REL. HUMIDITY (%) 50.0 ENTERING AIR WINTER DB (°F) 70.0 Q VOLTAGE 208/1/60 UNIT MCA (AMPS) 3.1 wo UNIT MOCP (AMPS) 15 J W CURRENT RANGE (AMPS) 0.60 - 2.50 SPLIT SYSTEM SCHEDULE MARK AH-2 1. PROVIDE SINGLE POINTS OF CONNECTION. ELECTRICAL SHALL PROVIDE DISCONNECT SWITCHES MANUFACTURER RHEEM MODEL NUMBER RH1T6024S AND GFI CONVENIENCE OUTLETS. 2. STANDARD ACCESSORIES INCLUDE INTERNAL COMPRESSOR HIGH AND SUPPLY AIR (CFM) 1800 OUTSIDE AIR (CFM) 320 LOW PRESSURE AND TEMPERATURE PROTECTION, LIQUID LINE EX. STATIC PRESSURE (IWG) 0.5 FILTER/DRYERS, LOW PRESSURE o W o Q U) � O Z SWITCHES, THERMAL EXPANSION VALVES, AND 5-YEAR COMPRESSOR AND 1-YEAR PARTS WARRANTIES. 3. THE MECHANICAL CONTRACTOR MUST OBTAIN SUBMITTAL APPROVAL FROM BOTH THE ELECTRICAL AND MECHANICAL ENGINEERS BEFORE PLACING THE FINAL ORDER. MOTOR HORSEPOWER 3/4 TOTAL COOLING CAP. (MBH) 57.1 SENSIBLE COOLING CAP. (MBH) 41.5 ENTERING AIR TEMP. (°F) (DB/WB) 75.9/64.5 LEAVING AIR TEMP. (°F) (DB) 54.9 SUPPLY FAN ELECTRICAL SERVICE 208/1/60 4. PROVIDE EXTENDED WARRANTY INFORMATION TO THE OWNER FOR HEATER ELECTRICAL SERVICE 208/1/60 CONSIDERATION. 5. PROVIDE EVAPORATOR DEFROST CONTROLS WITH THERMAL TOTAL HEATING CAP. (KW) 3.6 HEATING TEMP. RISE (°F @ CFM) 6.5 EXPANSION VALVES AND LOW AMBIENT COOLING TO 30°F. 6. PROVIDE SINGLE POINT SERVICE MCA (AMPS) 30 MOCP (AMPS) 30 ELECTRIC KIT. FAN MOTOR AMPACITY 6.0 FILTER MERV 6 (30%) UNIT WEIGHT (LBS) 159 MARK CU-2 MANUFACTURER RHEEM < o MODEL NUMBER RA1460 H REFRIGERANT R-41OA ELECTRICAL SERVICE 208/3/60 z MCA (AMPS) 21 Z W z OU MOCP (AMPS) 35 COMPRESSOR RLA (AMPS) 15.9 CONDENSER FAN FLA (AMPS) 1.0 SEER 14.5 UNIT WEIGHT (LBS) 202 V- oa c5 p �� N o h y C Z CU c 0 O Q o � m 3 C •L N � ti O N ^♦ W Lij n o- N U N O W m 00 .E N t0(D M U E Q J O � U: y � N .L.. m w 0 c� UoZ N 0 U Md :z C L - � T� 0 Q > L Q N m � h 'IT o- co 2= 0 0CL �5 U ro 4� @N '�Ps•S'.7 1 Y`s .vp pN 1 r '1ilft %, 0) (3 C C r, M N N rn �r d• Cc)rn�a r U /�♦ MNQ QQ w 00,E M SD-Coo M M O L @[Z o p U C CIO co m ^♦ Q-0 U �< .. � L 4t -�-� V) `�CD L �� V a� � U •L r aL..+ T � O � � LL O r) N_ Q SA � O O LO Cfl m LEI E F7 O o E O U LMLJ +-� = vi J = = m (/D N CCD N 1 ' 2 ' 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 5 0 rl 9 10 ' 11 ' 12 MECHANICAL SCHEDULES SCALE: N.T.S sheet no. M 2 . I 0 0 12 0 U Q) 0 co 0 N a) O Q T RETURN DUCT O FLOW DAMPERS ? ALTERNATIVE:, VANED ELBOW WITH TRANSITION FOLLOWING H � TRANSITION O I ELBOW SUB BRANCH ' SUPPLY GII O TRANSITION O O DUCT i IO TAKE OFF O 4O " 45 MAX REFRIGERANT PIPING: HEATER DISCONNECT OR CIRCUIT BREAKER LOCATION: BY j �1" W3x D3 2 MAIN FLOW x —� HARD COPPER, HOLD ELECTRICAL 1 ARMAFLEX, ALL ( ARMAFLEX WHERE IT IS NOT VISIBLE D BRANCH FAN CONTRACTOR. EXTERIOR PIPE INSULATION HINGE OR ROD 2 CLEAR OF SERVICE PANELS MOTOR SINGLE POINT SERVICE. SHALL BE COVERED WITH I HANGER HOLD TRAP CLEAR OF CONDENSATE OVERFLOW ALUMINUM JACKET. \ _ � j j ' 1 1—( 2 2 3 3) W D < W D + W D 1 2 Ax D BxD REF SUB NOTE 1. BRANCH STRAPS FILTER PULL PROTECTION: SAFE-T-SWITCH ----- ` `\---' ' W3 D3 1 O #SS2 ON AUXILIARY DRAIN TO A > i ) / W1 /— SET SCREW LOAD -RATED CONDENSATE DRAIN AND SHUT DOWN SYSTEM IF ' �2 D2) + (W3 D3) FASTENERS P-TRAP: %4' PVC, Y2' ARMAFLEX INSULATION COIL CONDENSATE BACKS UP. ;' \ W2 B2 W x D �— CONTROL ROD W/LOCK SECURE D SLOPE 1/4" PER FOOT. DO NOT USE FACTORY ti \ \` B (W2 D2) + (W3 D3) ) / W2 1 1 SPUTTER DAMPER BLADE WIRE FILTER RACK SUPPORT ANGLE: 2x2 METAL SELVES TO BE FOAM FILLED INSULATED t FLOW LENGTH EQUAL TO 314 OF DUCT WIDTH; MIN 6" GALVANIZED ANGLE, (2) SIDES AND REAR INSULATION PER NOTE 2 � OPEN FRONT FOR SUPPORT PLENUM SHALL BE FILTER PULL � SUPPLYAIR DUCTS UN -INSULATED 20 GAUGE WM MAIN AIR FLOW EXHAUST OR 10"fly MAX. SHEET METAL. MASTIC PROVIDE EXTERNAL FILTER WALL RETURN AIR DUCTS 24'0 MAX.50"ID MAX. SEAL. NO FIBROUS DUCT RACK, 2" DEEP, WITH PLEATED BAND OF SAME BOARD OR INTERNAL LINER. FILTERS. FILTERS SHALL BE NOMINAL, READILY AVAILABLE 45` MAX WM> WB SIZE AS HANGER STRAP EXTERIOR WALL INTERIOR WALL FLOOR SIZE, 24"x24" DEFAULT, OR 1/4 W M OPPOSED BLADE NOMINAL SIZE LARGER THAN OR 4" MIN MANUAL VOLUME FOOTPRINT OF AHU. DAMPER BELLMOUTH WB TAKE -OFF BRANCRDUCT F WIDTH, W15 NOTES O VERTICAL AIR HANDLER (DX) DETAIL O INSULATED REFRIGERANT LINE PENETRATION DETAIL 1 RI&R �RE RESPECTIVELY 1.75 AND 0.75 OF THE GREATER OF B OR W NOTE: HANGER MUST NOT DEFORM DUCT SHAPE. NOT TO SCALE NOT TO SCALE 2 SUPPLY DUCT CAN BE EXTERNALLY OR INTERNALLY INSULATED. AND RETURN AIR DUCTS EXTERNALLY INSULATED ONLY EXHAUST ALL -THREAD ROD O DUCTWORK DETAIL ROUND DUCT HANGERS DETAIL CONDENSING UNIT LOCKING NUT NOT TO SCALE NOT TO SCALE — HEAVY DUTY TYPICAL 1" HANGER STRAP INSULATED FLEXIBLE DUCT, CLEVIS HANGER 22 GAUGE SHEET METAL MAXIMUM LENGTH 8'-0", DO LIFTING LUG (TYP.) SUPPORT NUT _ 2" MINIMUM THICKNESS ROUND "SNAPLOCK" SHEET NOT SAG OR KINK. FLEX DUCT ON SUPPLY ONLY. (2) %6'x%$' BOLT FLEXIBLE FIBERGLASS METAL RUN -OUTS WITH NO FLEX ON RETURN, (TYP.) INSULATION, ASTMC553, CUT INSULATION TO 2'° WRAP INSULATION OUTSIDE AIR OR EXHAUST. E #14x1Y2' SCREW INSULATION WITH TYPE 1, CLASS B-4 PROPER LENGTH TO AVOID & WASHER (TYP.) VAPOR BARRIER (MINIMUM INSTALLED R-VALUE=6) COMPRESSION OF INSULATION INSIDE RADIUS •.FLEX EQUAL TO THE RM CLIP (TYP.) PIPING _.. DUCT 4" THICK SUPPLY DUCT: SIZES DIAMETER CONCRETE PAD MIN. - :, SHOWN ON PLAN ARE .. .. .......... ......... INTERNAL FREE AREA GRADE 18 GAUGE SADDLE, 3 x PIPE DIA. OR 9" STAPLE 2" FLANGE WRAP INSULATION a ° MINIMUM LENGTH THEN TAPE OVER ABOVE DIFFUSERS — . . 1=1 I 1=1= — — I I=I I —_ THE JOINT AND SPIN -IN FITTING, =1 =I I=III=III=III=III=III=III=III=III=III=III=III=I I I=I I I=I I I=I I I=I I =I I H I I STAPLE TO PROVIDE __ WITH DAMPER -III—III—III=III=III=III=III=III=III=III=III=III=1 I-I-TI-I I -I I-IT-TI-ITI,-ITI,-ITI-ITI-ITI,-1 I I=1 I M I Ed I EI 11=I I I=1 I I=I I I -I I -I I -I I=ITI-I I VAPOR -TIGHT SEAL SHEET METAL DUCT 3 SHEET METAL SCREWS SUPPORT WIRES PIPE HAG E R D ETAI L THROUGH HELIX OF FLEXIBLE FOR CEILING GRILLE 5 NOT TO SCALE SEAL ALL SEAMS DUCT, BAND CLAMPED AND TAPED HUNG FROM STRUCTURE D NOTES: WITH HARDCAST Position where duct d i reef i on change i s poss i b le 1) SECURE INSULATION TO BOTTOM OF DUCT WITH WELDED STICK PINS ON DUCTWORK 18" AND LARGER. NOTE: Bypass damper p late - ONE ROW OF PINS FOR DUCT WIDTH UP TO 34" A! r exhaust fan Ce i l 1 ng P sus ens 1 on f i Xture - TWO ROWS OF PINS FOR DUCT WIDTH BETWEEN 36" AND 52" THE CONDENSING UNIT SHALL BE TIED DOWN USING RM CLIPS SECURED TO A CONCRETE SLAB WITH ONE - THREE ROWS OF PINS FOR DUCT WIDTH BETWEEN 54 AND 70"NOTE: (1) #14x1Y2' SCREW AND WASHER EACH, ALSO SECURED TO THE CONDENSING UNIT WITH TWO (2) %6'x3/6' i r (4-9/16 X 13/16 (15X20) ova l) PINS SPACING SHALL BE 18" ON CENTERS. AVOID OVERCOMPRESSING THE INSULATION WITH THE EXCEPT WHERE AIR DISTRIBUTION DEVICE HAS INTEGRAL VOLUME BOLTS. USE FOUR CLIPS PER CONDENSING UNIT TOTAL, FOR CONDENSING UNITS UP TO 48"x48"x48". RETAINING WASHER. DAMPER, PROVIDE SPIN -IN FITTING WITH VOLUME DAMPER WITH A (exhaust EA « air outlet) « RA (return o.ir) 2) USE FIBROUS DUCTBOARD (MINIMUM R-VALUE = 6) IN LIEU ALL LOCATIONS WHERE DUCTWORK IS EXPOSED TO VIEW. OF FLEXIBLE FIBERGLASS INSULATION FOR 2" STANDOFF WITH A LOCKING QUADRANT THAT IS GAUGES HEAVIER THAN DUCT. 24 GAUGES OR 2 OCONDENSING UNIT TIE -DOWN DETAIL NOT TO SCALE O DUCT WRAP DETAIL Zi DUCT RUN -OUT (SUPPLY) DETAIL DRAIN LINE SLOPED MIN. C 1/4" PER FOOT. CLEAN -OUT (TYP.) CONDENSATE B DRAIN PAN C A TONS PIPE SIZE 1-2 3/4" 3-5 1" 6-30 1-1/4" 31-50 1-1/2" 51-170 2" 171-300 W 301-430 4" 431-700 5" CIO cl C1TYPICAL NOT TO SCALE NOT TO SCALE 1" HANGER STRAP 22 GAUGE SHEET METAL aA RIGID RADIUS ELBOW: i r i t (outs i de a n ake) (SA Upp l y air) r) INSIDE RADIUS EQUAL TO DIAMETER Power supp ly 0 Coff ROUMETAL cab l e open i ng HANGER RUN -OUTS WITH STRAPS Core, a i r f i (ter, High- Ins ection Air supply l fan PP Y 60" MAX. UNLESS FOOT OF Efficiencyfilter, fan, Maintenance Wen i ng Contro l box STRAP IS PLACED FLEX DUCT SHALL BE space ck UNDER A BOTTOM LIMITED TO VERTICAL M t REINFORCEMENT RETURN DUCT: SIZES RISE. LIMIT OFFSET SO U 1 n enance cover STRAP SHOWN ON PLAN ARE THAT FLEX IS AS SEE MANUFACTURER OR ANGLE INTERNAL FREE AREA STRAIGHT AND LITERATURE FOR FAN ALL- TAUGHT AS POSSIBLE. COIL UNITS H i h eff i c i ency f i (ter( so I separate ly) THREAD NOTES: LOssnay core at achment pos fit ion ROD B 1. TRAP EVERY DRAIN LINE CONNECTION. 1 MIN. SPIN -IN FITTING, 2. BLOW -THROUGH FAN: DRAW -THROUGH FAN: SCREWS MAY WITH DAMPER A = SP + 1" MIN. A = 1/2 OF B, MIN. 1" BE OMITTED NUT (TYP) B = 1/2 OF A, MIN. 1" B = SP + 1" MIN. . IF HANGER BOLT 3 SHEET METAL SCREWS SUPPORT WIRES C = A + B + 0.5 x PIPE DIA.) C = A + B + 0.5 x PIPE DIA.) STRAP LOOPS (TYP.) THROUGH HELIX OF FLEXIBLE FOR TO HANG AIR 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN LINE CONNECTION SIZE. I DUCT, BAND CLAMPED AND TAPED DISTRIBUTION DEVICE 4. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS AS REQUIRED TO PERMIT PROPER d 6 ANGLES FROM STRUCTURE TRAP DEPTH. Pps i t i On where dU t d i rect i on 5. FILL EVERY TRAP MANUALLY PRIOR TO INITIAL START-UP. change i s Oss iI leNO INSULATION E 9 P VAir f i lters - RETURN, OUTSIDE AIR 6. INSULATE WITH Y2" ARMAFLEX WHEREVER CONDENSATE MAY CAUSE DAMAGE. OR EXHAUST SYSTEMS. 7. USE MINIMUM 2" PIPE BELOW GROUND. _ NOTE: * SP EQUALS NEGATIVE STATIC PRESSURE (LOADED FILTERS) AT FAN SUCTION FOR DRAW THROUGH FANS ^ �/ L-- EXCEPT WHERE AIR DISTRIBUTION DEVICE HAS INTEGRAL VOLUME AND POSITIVE STATIC PRESSURE (LOADED FILTERS) AT FAN DISCHARGE FOR BLOW THROUGH FANS. CEILING RECESSED LOSSNAY LGH-F47ORX�-E ALTERNATE LOCATION DAMPER, PROVIDE SPIN -IN FITTING WITH VOLUME DAMPER WITH A (VERIFY UPPER TRAPEZE 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 GAUGES OR 2 NTP12566 / G-1 LOAD CAPACITY) -- GAUGES HEAVIER THAN DUCT. A 3 CONDENSATE DRAIN LINE P-TRAP DETAIL (AHU-2 ONLY) O s ENERGY RECOVERY VENTILATOR UNIT s NOT TO SCALE RECTANGULAR DUCT HANGERS DETAIL 12 DUCT RUN -OUT (RETURN) DETAIL NOT TO SCALE NOT TO SCALE O O NOT TO SCALE O - 1 2 3 4 5 6 7 8 9 10 11 112 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. - - MECHANICAL DETAILS NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: N.T.S � � ❑ oa U �o E r o L: 0 E o �W C � C ❑ LL ' 0 m a m o 0 ct cto LLJ Om co E W I op co I M U � U �s Cn U) N 1 U o ^` W o z M UCn cn �z .n ` O co d N 0 _LLJ m 0 d O o °z a La Lo) �U 0) U C C co F �+ CO 00 M O N N F ' rnLOOO r-rn U M oo , AAA T I 00 It M p) n\ W M�❑ M O ` m t i • cc p L L 2 O U C ■ a3 C LL a) fU Uj /�♦ E -D E cE W N a) U 06 ❑a m i5 — ') L E U n @ U U m � o ��LL O � N L Q Li LL �J I — Lj__ O o C/-) CD j _ Of) _j _ J = LiJ C/� N CD N sheet no. O O L E 0 E cn 0 U S I.I .I. l...l W. ■Ws■I�f!'dtY� W:-1.+:d.' ■W F111liY S:JLIL�1 ..d:.. ..:11:3.1 c.11l.lkS il1111Y■ly�Y�I�I��I�ILIdp; nikal,.:; ill1",y i . L !. ..uwu-u�__ _.. . -__ - __ - RM1U■a1WYWM1i�V1V11EL,wl-- _�e,Jy.__._ —c :_ a..._�_ _ ___,.ally ILsl..�_111�.�Yllllll■11Y 116LY�VI,uLY1Ld.11lIL..IIIWL,. :YIWllYI , 11 I F E D C II 1 n 00 0 DIAGRAM SYMBOL LEGEND DISPLAY DESCRIPTION POWER WIRE CONTROL WIRE REF. PIPE PIPING LISZ SYMBOL BRANCH PIPE MODEL J1 Reducer SYMBOL LIQUID PIPE GAS PIPE P1 38 P2 1/4 / P3 34 58 1/2 78 CONT.No PAGE East Room FCU-1 CITY MULTI SYSTEM SCHEMATC DWG. Additional refrigerant charge is needed depending on the size and length of extended piping. Please refer the amount of pre -charge and the formula of calculation which is mentioned on the data book. 1.25416 AWG) : 1.25mm�16 AWG) or more. 0.75mm(20 AWG) : between 0.5mm(24 AWG) and 0.75mm(20 AWG). System 1 System 2 North Offices I I SE Signage I West Offices FCU-2 I FCU-3 I I FCU-4 DFCU WIRING DIAGRAM CALE: NOT TO SCALE Cashiers ECU-6 I Tellers I FCU-5 I 9 IT Room DFC-1 10 ' 11 ' 12 FAN COIL UNIT WIRING DIAGRAM SCALE: N.T.S cr.> LLI C, rn � oQ co (' N O O CO y m € � O Z L & E a i3 0 m� C C Cp Q IL oo -°� U Io C_ o� � L ' ■ ' a N � 8m !C a O m w . E � m m - E E ' coo Q J O �y.�` Co N O Cn a m 0 m d C L c N ° °' -o ° > Q = cc,�� °co �m W � m T, N � w L d E N d O t 4 ' , ,o. Lo �2 tom;, � U C _ CD m �coN" 0') N N yA "It T 1 '31� rn V 00 , M p) co Ch W C ° O @ EL L p U C _ ■ @� N com V Wco 1 Q% U 06 (v Q 1 C U nL U a @ U T_ J W U � @ r L ■ � T O Jc 0 LL r.� ( O C L Q co a, O O O m � W � ECn U = L� Cn E o c n- p J_ = m LEI C/� N CD N 1 1 l 2 ' 3 ' 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 0 7 0 sheet no. M - 2.3 HI GI FI E D C p PLUMBING SPECIFICATIONS PART 1-GENERAL 1.01 GENERAL DOCUMENTS A. THE REQUIREMENTS OF THE GENERAL CONDITIONS & SPECIFICATION BOOK SHALL APPLY TO ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 - PLUMBING WITH CURRENT AMENDMENTS. B. THE PLUMBING WORK SHALL FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL PLUMBING WORK SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL MATERIAL SHALL BE NEW. C. ALL MATERIALS AND EQUIPMENT SHALL BE THE STANDARD CATALOGED PRODUCT OF A REPUTABLE MANUFACTURER REGULARLY MANUFACTURING THE PARTICULAR ITEM FREE FROM DEFECTS AND IN NEW CONDITION. 1.02 SUBMITTALS A. MATERIALS OR PRODUCTS SPECIFIED HEREIN AND/OR INDICATED ON DRAWINGS BY TRADE NAME MANUFACTURER'S NAME OR CATALOG NUMBERS SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND DESIGN. EQUAL TO THAT SPECIFIED. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW AN AND APPROVED BY BID DATE. 1.03 WORK BY OTHERS A. THE FOLLOWING SYSTEMS AND/OR EQUIPMENT ARE NOT APART OF THIS SECTION, BUT SHALL BE PROPERLY CONNECTED WITH ALL PLUMBING SERVICES: - ELECTRICAL POWER WIRING BY ELECTRICAL SUB -CONTRACTOR. 1.04 SHOP DRAWINGS A. FURNISH SIX (6) COPIES OF SHOP DRAWING OF EQUIPMENT AND FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 1.05 RECORD DRAWINGS A. AFTER COMPLETION OF ALL WORK, THE PLUMBING CONTRACTOR SHALL PROVIDE THE OWNER, ENGINEER, AND ARCHITECT WITH AS BUILT RECORD DRAWINGS AS OUTLINED IN SPECIFICATIONS. PART 2 - INSTALLATION 2.01 MATERIAL A. SOIL, WASTE & VENT PIPING: ABOVE AND BELOW FLOOR SLAB SHALL BE ASTM D 2665 PVC-DWV SCHEDULE 40 PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. B. ROOF DRAIN PIPING: ABOVE AND BELOW FLOOR SLAB SHALL BE ASTM D 2665 PVC-DWV SCHEDULE 40 PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. C. DOMESTIC WATER PIPING: a. INTERIOR COLD AND HOT WATER PIPING ABOVE SLAB: DOMESTIC WATER PIPING SHALL BE TYPE'L' COPPER ASTM B88 WITH SOLDER -JOINT FITTINGS. b. PIPING BELOW SLAB SHALL BE ASTM F 441 SCHEDULE 40 CPVC PLASTIC PIPING WITH SOLVENT WELD JOINTS. D. PIPE INSULATIONS:HOT WATER SUPPLY AND RETURN PIPING SHALL BE INSULATED WITH 1" THICK FIBERGLASS OR EQUAL, IN COMPLIANCE WITH APPLICABLE ENERGY CODES, STORM WATER PIPING INCLUDING ROOF DRAIN SUMPS ALL HORIZONTAL RAINWATER LEADERS & ANY PIPING AB E COLD WATER DISCHARGE FORM A/C UNITS ICE MACHINES ETC. SHALL ABOVE SLAB RECEIVING EIVIN G BE INSULATED WITH 1" THICK FIBERGLASS (OR EQUAL) INSULATION WITH VAPOR JACKET. 2.02 VALVES A. EQUAL TO NIBCO, CRANE, OR WALWORTH. ALL BRONZE 150 LB. GATE VALVES WITH RISING STEMS. 2.03 SPECIALTIES A. PIPE PROTECTIVE COATING: FOR STEEL OR COPPER PIPE, PERMACEL OR SCOTHWRAP VINYL TAPE APPLIED OVER PIPE TO A TOTAL MINIMUM THICKNESS OF 20 MLS. APPLY TO ALL WATER PIPE IN CONTACT WITH MASONRY OR CONCRETE. B. PIPE HANGERS: HANGERS FOR BARE COPPER PIPE THROUGH 4 INCH (4") DIAMETER OR SMALLER SHALL BE ADJUSTABLE RING TYPE, PLASTIC COATED EQUAL TO MICHIGAN 102a, FOR STEEL PIPE MICHIGAN 100. C. DRAINS AND CLEANOUTS: SEE SCHEDULE ON DRAWINGS. D. DIELECTRIC UNIONS: EBCO OR CAPITOL AT ALL POINTS OF CONNECTION BETWEEN DISSIMILAR PIPE METALS. E. FLASHING AND VENT STACKS: ALL VENTS EXTENDING THROUGH THE ROOF SHALL BE PROVIDED WITH FOUR POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED DOWN INSIDE THE PIPE OR AS OTHERWISE SHOWN ON THE DRAWINGS. THE ROOF FLASHING SHALL BE INSTALLED BY LICENSED ROOFING CONTRACTOR. F. ESCUTCHEONS AND SLEEVES. WHERE PIPES PIERCE EXPOSED PARTITIONS, FLOORS, WALL, OR CEILINGS, PROVIDE CHROME PLATED ESCUTCHEONS TO COVER THE RAW EDGE. G. SLEEVES SHALL BE PROVIDED A ALL PIPE PENETRATIONS OF MASONRY AND CONCRETE WALLS AND FLOORS. H. PROVIDE UL LISTED FIRE STOPPING PIPE PENETRATION ASSEMBLIES AT ALL PIPING THROUGH RATED WALLS AND ASSEMBLIES. PART 3 - EXECUTION 3.01 INSTALLATION A. INSTALL PIPE ABOVE GROUND PLUMB AND SQUARE WITH BUILDING LINES, ADEQUATELY SUPPORTED WITHOUT SAGS OR HIGH POINTS. CONCEAL PIPING IN OCCUPIED AREAS AND MAINTAIN HEAD ROOM AND ACCESS SPACE IN UNFINISHED AREAS. SLEEVE PIPING THROUGH ALL WALLS, SLABS, OR PARTITIONS WITH ESCUTCHEONS AT ALL FINISHED SURFACE. PROVIDE AT L FINAL CONNECTIONS AND STOPS ON ALL SUPPLIES. ALL PIPE OPENINGS UNIONS A L F CO SHALL BE PLUGGED DURING INSTALLATION. B. SANITARY DRAINAGE PIPING 3" & LARGER SHALL BE INSTALLED WITH A MINIMUM 1/8" PER FOOT SLOPE UNLESS NOTED OTHERWISE. ALL DRAINAGE PIPING 2-1/2" AND SMALLER SHALL BE INSTALLED WITH A MINIMUM OF 1/4" PITCH PER FOOT. C. ALL FIXTURES AND TRIM FOR HANDICAPPED SHALL BE INSTALLED IN COMPLIANCE WITH 2O14 FLORIDA ACCESSIBLITY CODE FOR BUILDING CONSTRUCTION. D. INSTALL ALL PIPING TO ALLOW FOR EXPANSION. E. SEE RISER DIAGRAMS FOR ALL DRAINAGE & VENT PIPE SIZING FOR THE PLUMBING SYSTEMS. REFER TO PLUMBING FLOOR PLAN (WATER SYSTEM) & SCHEDULES FOR ALL WATER PIPING SYSTEM SIZING. F. ALL EXPOSED TO VIEW PIPING AND FITTINGS SHALL BE POLISHED CHROME FINISH. G. ALL WORK ASSOCIATED WITH HANDICAPPED TOILETS SHALL COMPLY WITH ADA REQUIREMENTS AND FLORIDA BUILDING CODE - CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. H. FINAL CONNECTIONS T DRAINAGE AND WATER SERVICE LINES TO EXISTING OR C O NEW AT 5-0" FROM THE BUILDING WALLS SHALL BE BY THE PLUMBING CONTRACTOR. 3.02 DISINFECTING OF POTABLE WATER SYSTEM A. THE SYSTEM SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALL ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. DISINFECTION PROCEDURE AND -RESULT SHALL BE SUBJECT TO THE APPROVAL OF THE LOCAL PLUMBING INSPECTOR. 3.03 TEST A. ALL PLUMBING SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE PLUMBING. ALL TESTS SHALL BE APPROVED BY THE LOCAL PLUMBING INSPECTOR AND SHALL BE OBSERVED BY A REPRESENTATIVE OF THE ARCHITECT. -- 3.04 SYSTEM IDENTIFICATION A. THE PLUMBING CONTRACTOR SHALL PROVIDE IDENTIFICATION TAGS FOR ALL NEW PIPING AND VALVES IN THE BUILDING AS PER OWNER ACCEPTED STANDARDS, THE PIPE MARKS SHALL INCLUDE PIPING SYSTEM IDENTIFICATION AND DIRECTIONS OF FLOW. EVERY 10 FEET AND CHANGED OF DIRECTION. 3.05 SPECIFICATIONS AND DRAWINGS PLUMBING T SHALL FURNISH AND INSTALL COMPLETE SANITARY STORM A U G CONTRACTOR SHA U , AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATIONS OF THE SYSTEMS, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. B. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT -AND ARE INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT, AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN=MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF THIS WORK. C. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. D. REFER TO ARCHITECTURAL DRAWINGS AND VERIFY FIELD CONDITION FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. E. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL CONCEALED WORK AND UPON COMPLETION OF THE JOB, SHALL SUPPLY AS -BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY DEVIATION FORM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSION OF BURIED UTILITY LINES FROM BUILDING WALLS. F. ALL DOCUMENTS, TEST REPORTS, & AS -BUILT DRAWINGS SHALL BE ATTACHED TO THE CLOSING DOCUMENTS OF THE PROJECT. 3.06 WARRANTY A. THE PLUMBING CONTRACTOR SHALL WARRANT HIS WORK TO BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FORM FINAL ACCEPTANCE OF ALL WORK. - 3.07 COORDINATION A. GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWING COORDINATING ALL TRADES AND EXISTING OBSTACLES PRIOR TO STARTING CONSTRUCTION. _ I Z D INVERT ELEVATIONS B. VERIFY LOCATIONS SIZES, AN OF SANITARY DRAIN AND DOMESTIC WATER PIPING CONNECTIONS WITH FIELD CONDITIONS AND CIVIL ENGINEERING DRAWINGS PRIOR TO PROCEEDING WITH THE INSTALLATION OF ANY NEW WORK. SHALL ANY DISCREPANCIES BE DISCOVERED CONTRACTORS SHOULD OBTAIN DIRECTION FROM THE ENGINEER BEFORE PROCEEDING. C. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION CONSTRUCTION AND THICKNESS WHERE PLUMBING PIPING, FIXTURES CARRIERS OR EQUIPMENT IS INDICATED. BEFORE STARTING CONSTRUCTION. IDENTIFY ANY CONFLICT PRIOR TO STARTING CONSTRUCTION. D. COORDINATE EXACT LOCATION, ELEVATIONS, AND SIZES OF ALL SLEEVES IN NEW STRUCTURE WITH STRUCTURAL AND ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. 3.08 PERMITS A. PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AT HIS EXPENSE. B. THE PLUMBING CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND SHALL COORDINATE WITH CIVIL ENGINEER LOCATIONS AND ELEVATIONS OF PROCEEDING IT N PLUMBING SERVICE LINES BEFORE ROCEEDI G WITH CONSTRUCTION. THE WATER AND SEWER SERVICE LINES SHOWN ON THE DRAWINGS ARE FOR REFERENCE AND BUILDING PERMIT ONLY. REFER TO CIVIL ENGINEERS DRAWING AND VERIFY FIELD CONDITIONS FOR DRAINAGE AND WATER SERVICE LINES LAYOUT AND DETAILS. C. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF ANY OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFORMEDDUETO EXISTING FIELD CONDITIONS. D. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALLCOMPLETESANITARY AND DOMESTIC WATER PIPING SYSTEMS: INCLUDING ALL ASSOCIATED DEVICES, EQUIPMENT, CONTROLS, AND CONNECTIONS TO EXISTING SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEMS. E. PLUMBING CONTRACTOR SHALL PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID CONFLICT WITH STRUCTURE, FINISHES, AND WORK OF OTHER TRADES. F. WALL AND PARTITION CONSTRUCTION AND THICKNESS FOR PLUMBING PIPING OR EQUIPMENT IS INDICATED SHALL BE AS PER EQUIPMENT MANUFACTURERS SHOP DRAWINGS AND ANY CONFLICT SHALL BE IDENTIFIED PRIOR TO STARING CONSTRUCTION. G. COORDINATE EXACT LOCATION SIZE AND ELEVATIONS OF PIPE SLEEVES IN EXISTING STRUCTURE WITH STRUCTURAL ENGINEER. H. THE LOCATION AND ELEVATION OF PLUMBING PIPING AT CEILING, WALLS, AND BELOW SLAB FOR OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT IS SHOWN AS PER EQUIPMENT DATA SHEETS. THE CONTRACTOR SHALL PROVIDE PLUMBING -ROUGH -INS AS PER OWNERS PROVIDED FINAL. PLUMBING FUTURE SCHEDULE COLD I HOT II MARK FIXTURE I WASTE I VENT I MANUFACTURER - MODEL # ?' DESCRIPTION I WATER WATER I I r I g FULLY EXPOSED TWO LEVEL BASINS,18 GAUGE, STAINLESS STEEL WITH SATIN FINISH i ELKAY-#EDFPBM117RAC WF WATER FOUNTAIN 2 2 + 1/2 # _ 'AND HIGH SHINE OUTER EDGE. AS PER MANUFACTURE'S SPECIFICATIONS PROVIDE I 38 X8 P-TRAP ACCESS PANELS. MOUNT AT ADA HEIGHT. (NOTE 5) t } 'GALVANIZED STEEL REMOTE WATER COOLER, CAPACITY: 10 GPH Q 50-, I I, I ,REMOTE ELECTRIC WATER I ;, ;, I ELKAY-#ER101Y' $REFRIGERANT. R134A WITH STAINLESS STEEL GRILL. REWC 2 2„ : 1 /2. j CHILLER` - RECIPROCATING TYPE, 115V, 60HZ, 46OWSINGLE PHASE, NON -FILTERED. INSTALL IN CEI LI N G ABOVE FOUNTAINS. WATER CLOSET FOR H/C, ! I ; 'FLOOR MOUNTED,1.0 GPF; PRESSURE ASSIST FLUSH, VITREOUS CHINA 2-1/4" E x I. K LER HIGHLINE" 'GLAZED TRAPWAY 12 ROUGH ELONGATED 17-1/8 HIGHBOWL, SIPHON JET, ATER 4�2„ 1�,WC_L#TANKTYPEFLOOR I MOUNTED I I I#K-3519 ;SAVER. SEAT: OLSONITE #10 HEAVY DUTY, OPEN FRONT, LESS COVER. (NOTE 1 ) LEFT SIDE TRIP LEVER WATER CLOSET FOR H/C, I ;FLOOR MOUNTED,1.0 GPF, PRESSURE ASSIST FLUSH,. VITREOUS CHINA, 2-1/4" R L IGL 2" ROUGH ELONGATED 17-1.18" HIGH BOWL SIPHON:J s TANKTYPEFLOOR KOHLER "HIGHLINE" GLAZED 1 ET, WATER I 4 � I WC R 2 1 /2' MOUNTED j - I#K-351'0-RA kSAVER. SEAT: OLSONITE #1D HEAVY DUTY, OPEN FRONT, LESS COVER. (NOTE 1) RIGHT SIDE TRIP LEVER ± I I I * VITREOUS CHINA22" X18", WALL MOUNTED, WICONCEALED ARM CARRIERS f I ; �SU,PPORTED FROM FLOOR (WITHSTANDING 250# OF LOAD APPLIED ON THE FRONT OF I $ ;THE FIXTURE),W/SINGLE FAUCET HOLE &FRONT OVERFLOW, W/WFi1TE K-2057 " ! LAVATORYWALL t :KOHLER-#K-2035-1 BATHROOM SINK SHROUD. LAV MOUNTED FOR H/C I 2` 2 1I2 _ R KOHLER - #K-16027.4-CP z FAUCET W/LEVER HANDLE, 1/2 GPM, VANDAL. RESISTANT FLOW DEVICES FOR 4 1 I {ZURN-#Z-1231 FAUCET HOLES, ADJUSTABLE HOT LIMIT SAFETY STOP. (NOTES 1,2 �&3) ' I I } * LAVATORY SUPPORT SYSTEM WITH CONCEALED ARMS. COMPLETE WITH DURX ! I °COATED RECTANGULAR STEEL UPRIGHTS WITH WELDED FEET, ADJUSTABLE p I € i #SUPPORT PLATE, AND MOUNTING FASTENERS_ ' ' * COUNTER -TOP TYPE, SINGLE COMPARTMENT, SELF RIMMING WITH COATED ?UNDERSIDE 31 X21"WITH 6" HEIGHT FOR HIC,16 GAGE,316 STAIN LESS STEEL, WITH II SINGLE I 3 IJUST WG - iOPENING DROPPED LEDGE & RAISED FAUCET DECK. THREE HOLE CENTERED -RIGHT. DRAIN SCS COMPARTMENT SINK `2" 2r, 1/2„1/2 I#SL-AD/� 2131-AGR OFFSET TO BACK. JUST MFG - #J-900 '* SINGLE LEVER HIGH ARC FAUCET WITH1.5 GPM LAMINAR FLOW, CP SUPPLY STOPS ! I & ESCUTCHEONS. 1-1/2"PVC TRAP W/ CLEANOUT PLUG. TRUEBRO "BASIN GUARD" I r I ; ! 1 UNDERSINK ENCLOSURE. (NOTES 1, 2 & 3) j I MUSTEE: #63M 24"x24"X10" FLOOR MOUNT MOP SINK, MOLDED FIBERGLASS; W/STRAIN ER. I FAUCET: #63.600A : *'FAUCET SHALL BE POLISHED CHROME, FINISH WITH WRIST BLADES INTEGRAL I B. GUARD: #63.401 20-3/4 MSB MOP SERVICE BASIN 3 2„ 1/2 1/2 STOPS, ADJUSTABLE WALL BRACKET, 3/4" HOSE THREAD ON SPOUT, AND INTEGRAL HOSE: #65.700 I VACUUM BREAKER. I !MOP HANGER: #65.600 I I ' W. GUARDS:67.2424 NOTES: 1.SIN S &WATER CLOSET SUPPLY SHALL BE BRASS WITH BRASSANGLE STOPS FOR 1/2" WATER SUPPLYLINES WITH LOOSE KEY TH GAP AND WALL. FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH, K (W ), MANUFACTURER: E.B.C_, INC.OR APPROVED EQUAL. 2. CAST BODY "P" TRAP 1-1/2"X1-1/2" WITH ;HEAVY CAST J-BEND & FLAT CLEANOUT PLUG, SLIP NUTS AND WALL FLANGE. ALL COMPONENTS SHALL BE POLISHED CHROME FINISH. MANUFACTURER: E_B.C.,INC. OR APPROVED EQUAL. 3. STRAINERS SHALL BE FUR.NISFIED WITH FIXTURES. 4, PROVIDE WATER SUPPLY& "P TRAP FOR ELECTRIC WATER COOLERS AS PER MANUFACTURERS RECOMMENDATIONS. PLUMBING SURE &TRIM SHALL BE APPROVED BYTHE OWNER BEFORE FINAL ORDER IS E. 5. ALL:PLU FIXTURES _ MAD __.._E TO.ARCHITECTURAL-DRAWINGS FOR PLUMBING FIXTURE ACCESSIBILITY REQUIREMENTS. - - - - 6.REF R_Q SPECIALTIES SCHEDULE MARK ! DESCRIPTION/LOCATION MANUFACUREIR MODEL NUM. DESCRIPTION 10.5-12 GPM. SET TO TEMPER. HOT WATER TO 110- F 1 /2'"-1 ": MATCH PIPE SIZE SHOWN ON PLAN. PROVIDE WATTS "CS" CHECK STOP TMV 1 THERMOSTATIC MIXING VALVE - � WATTS LMMV I 1/ISOLATION /STRAINERON HOTAND COLD WATER INLET. 1 WALL CLEAN OUT TEE TO MATCH PIPE MATERIAL. PROVIDE GAS AND WATER TIGHT ABS OR PVC PLUG AND ROUND, SMOOTH WCO WALL CLEAR OUT I ZURN I Z-1446 1STAJNLESS STEEL WALL ACCESS COVER WITH STAINLESS STEEL SCREW. W/B WATER VALVE BOA{ SPECIALTY i I ( #OB-821-LL, PLASTIC ICE MAKER VALVE BOX, 3/8 COLD WATER OUTLET, 6-13/16 X4-7/8 DIMENSION. WITH WATER HAMGER ARRESTOR. LEAD PRODUCTS !FREE. SA WATER HAMMER ARRESTOR ZURN Z-1700 SHOKTROL i 3/4" SIZE ID i FLOOR DRAIN F _R 4 ZURN FD1-PV -R6-SS � 4 BOTTOM OU LET PVC BODY CLAMPING COLLAR 6 DIAMETER ROU b SS STRAINER IfRAP PRIMER CONNECTION ) M T N _,W VR VACUUM RELIEF VALVE I WATTS' # N36-Ml ?ALL BRASS BODY (INSTALL AMINI MUMOF 6" ABOVE WATER HEATER) j IZURN HEAVY DUTY ADJUSTABLE FLOOR CLEAN OUT. CAST IRON BODY WTH ROUND ADJUSTABLE POLISHED BRONZE TOP SET FCO FLOOR CLEAR OUT - ZURN Z1400 i ITOP LEVEL TO FINISHED FLOOR. f WATER SAVER TRAP PRIMER, 1-1/2" CHROME PLATED, POLISHED CAST BRASS TRAP AND WASTE ARM WTH CLEANOUT. PROVIDE I WITH 112- COPPER I TUBING F OMTRAP TO WALL ESCUTCHEON. PRIMER TUBING BELOW FLOOR LOPED DOWN TO E PR MER R S TP i TRAP PRIMER - PPP LTP-1500 , FIXTURE SHALL BEPEXWNERE BURIED, COPPER WHERE HUNG. TRAP PRIMER IS IN COMPLIANCE WITH THE FPC 1002.4 AND HAS { I BEEN TESTED AND MEETS REQUIERMENTS OF THE ASSE STANDARD FORM 1044_ FDF FLOOR DRAIN FUNNEL ZURN' ZB415B 8-3/8":FLOOR DRAIN WITH 4" DIAMETER FUNNEL, DURA-COATED CAST IRON BODY, ADJUSTABLE COLLARWITH SEEPAGESLOTS. I RD=P ROOF DRAIN PRIMARY j # ZURN` ZA1.00-ERG PRIMARY ROOF DRAIN, COATED CAST IRON WITH'UNDER DECK CLAMP,"STATIC EXTENTION, INTERNAL MEMBRANE FLASHING 1'CLAMP/GRAVEL GUARD, 6-3/4" HIGH DOME, SEE PLAN FOR PIPE SIZE I ;PRIMARY ROOF DRAIN, COATED CAST IRON VMTH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING RD-P2 ROOF DRAIN PRIMARY 1 ZURN F Z125-ERG ,`CLAMP/GRAVEL GUARD, 6-3/4" HIGH DOME, SEE PLAN FOR PIPE SIZE I AI RD-S ROOF DRN SECONDARY I i ZURN I ZA100-ERC-VV4 SECONDARY ROOF DRAIN, COATED CAST IRON WITH UNDER DECK CLAMP, STATIC EXTENTION, INTERNAL MEMBRANE, FLASHING ;CLAMP/GRAVEL GUARD 6-3/4" HIGH DOME INCLUDES "INTERNAL WATER DAM. SEE PLAN FOR PIPE SIZE. 'SECONDARY ROOF DRAIN, COATED CAST IRON WITHUNDER DECK CLAW, STATIC EXTENTION, INTERNAL MEMBRANE FLASHING RD-S2 ROOF DRAIN SECONDARY ZURN Z125-ERC-89 ICLAMPIGRAVEL GUARD, 6-3/4" HIGH DOME, INCLUDES 2" WATER DAM. SEE PLAN FOR PIPE SIZE RD-C j ROOF DRAIN CAN, I J.R. SMITH 1680T CANOPY ROOF DRAIN, 3" SIDE OUTLET WITH FLASHING CLAMP AND SUMP RECEIVER, SEE PLAN FOR PIPE SIZE. DS j DOWNSPOUT ZURN' Z199 'ALL NICKEL BODY, OPTIONAL THREADED OR NO HUB INLET AND DECORATIVE FACE. 18"ABOVE FINISH GRADE. } !SELF DRAINING MODERATE CLIMATE NARROW WALL HYDRANT WITH ANTI -SIPHON VANDAL RESISTANT VACUUM. BREAKER 2-5/8"L, WF j WALL HYDRANT MFAB 1 MHY-60 1314" SWT, 1" W.P., POLISHED CHROME PLATED FACE PLATE. CD I CONDENSATE DRAIN f PLASTIC ODDITIES I PBV2330 jPVC CONSTRUCTION, REMOVABLE FLOATING BALL TYPE BACK FLOW DEVICE_ SEE DETAIL. GCO GRADE CLEAR OUT ( ZURN Z-1474 jZURN HEAVYDUTY CLEANOUT, CAST IRON BODY WTH ROUND.HEAVY DUTY SCORIATED TOP WITH LIFTING DEVICE, VANDAL !'PROOF SCREWS SET TO TOP LEVEL TO FINISHED GRADE. ELECTRIC WATER HEATER SCHEDULE MARK MAKE & MODEL # TYPE STORAGE GAL I DIMENSIONS INCH 1 REC(GP f 1 A T 1 INPUT BTUH) FLUE INC KILOWATTS VOLTS I PHASE HERTZ I LOCATION NOTES EWH ! AO. SMITH DEL-10 I TANK -ELECTRIC E 10 1 H=18-1/4"W=18" I 15154 I NIA ' N/A 2 120 i 1 1 60 ! SEE PLANS 1,2;3A,5,6 & 7 1, PROVIDE FACTORY INSTALLED CONTROLS INCLUDING T STATS SET ON 140°F. 2. PROVIDEALL REQUIRED. OPTIONS TO COMPLETE INSTALATION. -------------- 3. INSTALL EVVH IN ACCORDANCE TO FLORIDABUILDING CODE- PLUMBING, MECHANCIAL & NATIONAL ELECTRIC CODES, APPLICABLE STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 4. WRE FOR SIMULTANEOUS ELEMENT OPERATION. EXPANSION TANK SCHEDULE MARK; MAKE&MODEL# i TYPE MAX. PRESS. I MAX. OPERATING TEMP.. iTANKVOLUME' AIRPRE-CHARGE CONNECTION SIZE TANK SIZE NOTES EXT AMTROL - ST-5 i POTABLE WATER 150 PSI 200-F i 2.0 GAL 1 50 PSI 3/4" MALE ; DIAMETER -$", LENGTH -13" 1 & 2 NOTES: 1. PROVIDE BRACKETS FOR TANK SUPPORT. 2.TANK SHALL BE LISTED -FOR POTABLE WATER INSTALLATION. . PLUMBING LEGEND DESCRIPTION SYMBOLS NEW SANITARY PIPING NEW VENT PIPING NEW COLD WATER PIPING NEW HOT WATER PIPING NEW STORM DRAIN PIPING SD EX. SANITARY PIPING SS EX. VENT PIPING V EX. COLD WATER PIPING EX. HOT WATER PIPING EX. STORM DRAIN PIPING SD - PIPING T0 BE REMOVED VED 0 �,X X X X BALL VALVE j PLUMBING FIXTURES FURNISHED & INSTALLED BY PLUMBING CONTRACTOR o ■ DESCRIPTION ABBREVIATIONS SANITARY DRAINAGE SYSTEM SS, W VENT PIPING V COLD WATER SYSTEM CW HOT WATER SYSTEM (110-F) HW INDIRECT DRAIN PIPING ID FINISHED FLOOR ELEVATION F.F.E. ELECTRICAL CONTRACTOR E.C. PLUMBING CONTRACTOR P.C. GENERAL CONTRACTOR G.C. WASTE STACK W.S. FULL LINE SIZE F.L.S. INVERT ELEVATION I.E. EXISTING EX. PLUMBING SHEET INDEX P-0 PLUMBING SPECIFICATIONS P-1.1 PLUMBING PLAN: DOMESTIC WATER P-1.2 PLUMBING PLAN: GRAVITY DRAINAGE P-2 PLUMBING DETAILS & SCHEDULES M uj 0,w �w 0) Q N c N O y .E ;? cU O p r L^ z C C)LL QL o -°� U 0) 3 c o� L N � a 0` Lij 2 N a W U � a � E W N C comE ), a d M - o Q 11 � /�� W �a U N U) - .2 o u) c ®� 6 z U �Z m _ > W O >2 Q E f m U C W a o 0 o o no y Q T La �o M U U Q0 rn ■ .. 0) CO M T 4 rn o op U , T V W V, M p) L (.0- ^ , co 'L M O W O C) U C ■ co m n�' - D U W n E D � � L i+ Q 06 a> _ a) J U 0 Y- T 5 O O O O O LL CEO � m !� L LJ E U 0 I ¢ E i� E o U m O vi c m p J_ F-. = m � Z3 Q CL C/) N IV 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. PLUMBING SPECIFICATIONS NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. _ SCALE: N.T.S sheet no. P-0 W G F E D C B ev, O KEYED NOTES 1. DOMESTIC HOT WATER HEATER LOCATED ON PLATFORM ABOVE MOP BASIN. PLATFORM TO BE PRE-FAB HOLDRITE MODEL 50-SWHP-W. ROUTE 140 HW TO MSB. ROUTE 110° TW TO LAV AND SCS. SEE DETAIL ON P-3 FOR ALL ACCESSORIES. 2. 1" DOMESTIC WATER PIPING FROM BELOW FLOOR, BALL SHUT OFF VALVE, TO 3/4" WATER METER, 96"AFF, DWYER SERIES MODEL WMT2, INSTALLED BY PC. 1" PIPING CONTINUES UP TO ABOVE CEILING. TO BE WIRED BY CONTROLS CONTRACTOR. 3. 1/2" COLD WATER LINE WITH EQUIPPED WITH A DUAL CHECK BACK FLOW VALVE, ASSE 1022 COMPLIANT, EQUAL TO WATTS SD3 CONNECTED TO WVB. EQUIPMENT CONNECTING TO WVB LOCATIONS PROVIDED BY OWNER. FINAL CONNECTION BY PC. COORDINATE EXACT MOUNTING HEIGHT AND LOCATION WITH ARCHITECT. LOCATE FILTER AS ACCESSIBLE ABOVE CEILING OR EXPOSED ALONG WALL WITHIN CASEWORK. WATER DEMAND FIXTURE GPM QTY GPM EACH EACH TOTAL WC, TANK TYPE 1 2 2 LAVATORY 0.5 2 1 MOP SERVICE BASIN 5 1 5 SINGLE COMPARTMENT SINK 1.5 1 1.5 WALL HYDRANT 1 0.25 TOTAL GPM 9.75 PIPE SIZE REQUIRED PER FPC TABLE 604.10.1: 1" PIPE SIZE PROVIDED: 1" * MOP SERVICE BASIN AND HOSE BIBB ARE ASSUMED TO NOT BE USED SIMULTANEOUSLY. UL/IVIVLV 1 IYLVV I SITE DOMESTIC W, SEE CIVIL DRAWIN E O L I A a) 0 co "a o N N O Q 1 2 3 4 5 6 7 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. �W 0�U) oQ Q N N �E L E - n O Z C c 5 W N 2 U � O N w ( s M U �� 0 .. U 70 i_ o o MZ U > L Q 00 r N m c Lu d 0 o O O o f n m nnL LL I a I O 1U r 0) U co co rn cfloor) �'�I- o 0? n 1 Q ``' v Q V/ 03 M C L c� CO 0 0 0 a - � p U C Q ■ N N m /� ♦ a- 'o W In O >_ Q 06 w O0 O � � N V� U H c L 0 (D U !Z (p U T Y L � O 0 u- ll) O r \ N v O -p O O O O m � U = LL o I O o E C/� � O o m J C'r) J_ J 2 F— = m p C./_) N N \i 8 ' 9 '. 10 ' 11 1 12 1 sheet no. PLUMBING PLAN: DOMESTIC WATER SCALE: 1 4" = 1'—O" I I o I I• I 4" 683 SQFT CONNECT TO SITE STORM WATER BELOW GRADE. SEE CIVIL DRAWINGS F E C I 2 F LVIVIUIIV. SCALE: 1/4" = 1'-0" a — 0 0 N I O A U a) 0 0 N O O RM VENT WENT VrR 2, 4" CONNECT TO SITE SANITARY SEWER BEI GRADE. SEE CIVIL PL COORDINATE LOCH' WITH MECHANICAL CONTRACTOR. 2" VEN COOR[ LOCAT MECH/ CONTF SHALL MIN DI; OUTSII PLUMBING PLAN: GRAVITY DRAINAGE SCALE: 114" = V-0" l4HER M < (n � LL LL O ti C O N N CO m € ° L � E a �� c Z m o — 0 4) m 2i Q U o 3 C m oa � U O ^W W Lu r N 0 c U � E o� E LLI (9 N G E 1- N U Q J O \ UI 'TT`. U VW i- h'r� O p Z co U � �z > ° a c 00> � W � m m N C W a-O �o ° Q L � Q � M U 01 ®;0 �IW # �'r'�i ® — 0 oz—, Z 0) U �CNr- N 1Q NN t- "t O � U Q co C14 L co:) @ M O O 0 — L o L u' m ♦ _ �E�, W^ n- cu LE _ o E 06 °oQ in +-j U) (f) U) L. cn ) c )U � m T T ✓ � T � O /� LL uJ O (\ N O O O C0 � U = I— LL rn rn O p E o 0 m � U) v i J_ p = m n J 2 L' I Q W C� N c D N 2 13 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 0 0 7 8 ' 9 110 ' 11 ' 12 1 sheet no. PLUMBING PLAN: GRAVITY DRAINAGE P _ 1 SCALE: SCALE: 1 4" = 1'—O" I 1 .2 H G F E 0 INSULATED CONDENSATE PIPE BY MECHANICAL CONTRACTOR TO PIPE INSULATION - INDIRECT DRAIN 4x2 REDUCER FOR RECEPTION OF INDIRECT CONDENSATE ---_ CONNECT TO TEES WASTE OR VENT RISER AS REQUIRED SECURE TO PARTITION 18" ABOVE FINISH FLOOR PIPING TO LAVATORY OR SINK MAY FLOATING BALL TYPE BACKWATER V INVERTED 1-1/2" NPT INSIDE ° """"' EXTEND AS VALVE ABOVE TRAP WEIR "� TRAP BELOW THREAD A WASTE ACCESS ° �������� OR VENT (SEE SCHEDULE) FLOOD LEVEL FIRE -RETARDANT FOR 1/2" COPPER PIPE TAILPIECE - _ - COVER AND TEST TEE,,,,I FRAME 3" & 2" CLEANOUT . RIM OF RECEPTOR TEES WITH O OD TUBING ( CHROME THREADED PLUGS SLIP JOINT WALL WALL COVER GALVANIZED B RACKET C THREADED PLUGGED CLEANOUT 0111111111 FINISHED TEE WITH ® W/OPENINGS AND 8"CENTERS PLUG WALL CLEANOUT EMERGENCY 0111111111 SURFACE OVERFLOW STAINLESS STEEL BAND SLIDE JOINT I DRAIN INTO MOP SERVICE BASIN 'ATTACHED TO WASTE RISER A 2" P-TRAP (EQUAL TO HOLDRITE #110) I BALANCE OF PIPING SAME AS NO HUB WITH ACCESS COVER PER SPECIFICATION C.O. 3" CONDENSATE BELOW FINISH - FLOOR TO STORM SYSTEM. SLOPE 1/8" PER FOOT MIN. O WATER PIPING SUPPORTS DETAIL O P-TRAP DETAIL O WALL CLEANOUT DETAIL O CD CONDENSATE DRAIN DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE MOTTO SCALE -- TOP -OF ___________ _ HEAT TRAP VR VACUUM BREAKER = TOP -BEAM = TRUSSES I r ASME T&P RELIEF = C-CLAMP = C-CLAMP ------_____ �I J SET SCREWS r VALVE -- DIELECTRIC UNIONS 1/2" HOT (TYPICAL) SHUT-OFF CHECK VALVE VALVE - - i 1 L WATER (140°F) S�T-- -- - - 3/ - - TO MOP SINK I-BEAM—Z STEEL TRUSSES I LOCKING TUBULAR DEVICE I STEEL P PE VARIES —� EXT UPRIGHTS SEE ARCH. CAPPED A.T.R. DWGS. LEVELING m SCREWS TMV A.T.R. FINISHED WALL SETSCREWS HW ° - r , DISCONNECT SWITCH BY ELECTRICAL TIE RODS EWH �T� SUBCONTRACTOR - — SWIVEL RING FINISHED FLOOR 3/4" TEMPERED - - i �' -- ---� SWIVEL RING — 4" 2- WATER (110°F) TO LAVS & SINK L3/4-CW CwGi, ° - SAFETY N:ALUMINUM, - _ NOTE: CARRIER WITH CONCEALED ARMS TO PLATFORM WITH INTEGRAL SERVICE MOUNTING —�� BE RATED FOR 250 LBS. OF LOAD APPLIED DRAINPAN,EQUAL TOHOLDRITE DRAIN VALVE HEIGHT: 80" AFF If 3/4" COPPER T&P NOTES: TO THE FRONT EDGE OF THE FIXTURE. MODEL 50-SWHP-W. RELIEF AND 1" PVC PAN 1. ALL HANGERS TO COMPLY WITH 2O14 FLORIDA PLUMBING CODE. COORDINATE STUD FRAMING DRAIN DOWN TO 2. DISTANCE .BETWEEN HANGERS SHALL BE AS PER 2014 FPC TABLE 308.5 REQUIREMENTS ACCORDING TO SERVICE BASIN BELOW. 3. PIPE SCHEDULE AS PER SPECIFICATION. MANUFACTURER'S LITERATURE. O ELECTRIC WATER HEATER DETAIL O HANGER & PIPE SUPPORT DETAIL O LAVATORY CARRIER DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE -O __- N O D_ M W d.� rn< r- LL U O r, N N (.0 O a) C. Z :0) u-w 0 c o 0 � U � 3 W LJJW N 0) `J zF- o� pp E LLI (� N C VI / c0 N M _ Co0 E Qom� LLLL o U � % 0 � 0 U) ° ® r U o oZ U �ID C cs ' L cf) N > O O > 1? Q. � �m c w mm a c _E w L 0 o 0 N O O 2 L a m < .Q �o � U a..��++ 0-1 i • iiY tp � r� _ ® O� ,ever...♦♦♦ too �o 01 11jIII V 0 U _ C rn n (O00M 6) N N 0')'It CO 4 r n 00 d' cn r-C L CD @ co.a CO O i C O c p U C u- a)@ . _ CIDm ^ E U LL E��, Y U _ N � 06 N � ~ c W Q U _ m t T Y L T rr� LL J V! p L N L � Q 7D O p O � 1 Q0 a m w E � U _ L� 0 N I O o E cn 0 (D U LL+,J V cf) ry o �_ n J z cr) N Ill 1 ' 2 13 4 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 5 ' 6 ' 7 ' 8 ' 9 ' 10 ' 11 ' 12 1 sheet no. PLUMBING DETAILS & SCHEDULES SCALE: N.T.S P-2 HI E _ Cr 3 0 z D W W Q U ry U W J W 0 — I w N cn Q U C L t Q N N c I r� N 0 0 I`i 0 rn m O B I 0 O N a W MISCELLANEOUS SYMBOL DESCRIPTION 4=11 3P/60A 3R NF DISCONNECT SWITCH, NON -FUSIBLE 3 POLE, 60 AMP, NF = NON -FUSED, 3R = NEMA 3R ENCLOSURE ,m 3P/60A 3R F: 50A DISCONNECT SWITCH, FUSIBLE 3 POLE, 60 AMP, FUSED AT 50 AMPS, 31R = NEMA 3R ENCLOSURE 3P '®/60A NEMA X 3R COMBINATION STARTER / DISCONNECT SWITCH, FUSIBLE 3 POLE, 60 AMP, NEMA X SIZE, 3R = NEMA 3R ENCLOSURE ® MAGNETIC MOTOR STARTER Go ENCLOSED CIRCUIT BREAKER, AS INDICATED PANELBOARD, 480 / 277V = PANELBOARD, 208 /120V © MANHOLE El HAND HOLE sPD SURGE PROTECTION DEVICE ELECTRICAL METER Tx TRANSFORMER HP MOTOR CONNECTION, HP: DENOTES HORSEPOWER RATING EO EXHAUST FAN �a GROUND BUS BAR PUSHBUTTON 3/4" PLYWOOD TELEPHONE BACKBOARD CONCRETE ENCASED DUCTBANK HOMERUN TO PANEL INDICATED (CONCEALED) NUMBER OF ARROWS INDICATE NUMBER OF CIRCUITS WIRE IN CONDUIT CONCEALED, #12 AWG SIZE WIRE IN 1/2" CONDUIT MINIMUM UNLESS OTHERWISE NOTED — WIRE IN CONDUIT CONCEALED BELOW SLAB OR GRADE WIRE IN CONDUIT CONCEALED, #12 AWG SIZE WIRE IN 1/2" CONDUIT MINIMUM UNLESS OTHERWISE NOTED CONDUIT EXPOSED FLEXIBLE CONDUIT 0— CONDUIT TURNING UP CONDUIT TURNING DOWN C CONDUIT STUB SWITCH LEGEND SYMBOL DESCRIPTION $A SINGLE POWER TOGGLE SWITCH (LETTER DENOTES FIXTURE CONTROLLED) $3 THREE-WAY TOGGLE SWITCH $4 FOUR-WAY TOGGLE SWITCH $M MOTOR SWITCH $F FAN SWITCH $3P THREE POSITION SELECTOR SWITCH $T TIMER SWITCH (60 MINUTES) $Lv LOW VOLTAGE SWITCH $HOA HAND -OFF -AUTOMATIC SWITCH $K KEY SWITCH $wP SWITCH - WEATHERPROOF $Os WALL SWITCH OCCUPANCY SENSOR $Dos DUAL -LEVEL OCCUPANCY SENSOR SWITCH OS AREA OCCUPANCY SENSOR - CEILING MOUNTED os AREA OCCUPANCY SENSOR - WALL MOUNTED PC PHOTOCELL LC LIGHTING CONTACTOR TC TIME CLOCK RECEPTACLE LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. m �J DUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. MOUNTED AT 48" UNLESS NOTED OTHERWISE QUADRUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. m f QUADRUPLEX RECEPTACLE, 20 AMP, 120V U.O.N. MOUNTED AT 48" UNLESS NOTED OTHERWISE SINGLE RECEPTACLE, 20 AMP, 120V U.O.N. GFI - TYPE DUPLEX RECEPTACLE WP:DENOTES WEATHERPROOF COVER GFI - TYPE DOUBLE DUPLEX RECEPTACLE m L�J GFI - DUPLEX RECEPTACLE MOUNTED AT 48" UNLESS NOTED OTHERWISE m C� GFI - DOUBLE DUPLEX RECEPTACLE MOUNTED AT 48" UNLESS NOTED OTHERWISE SPECIAL PURPOSE RECEPTACLE (NEMA RATING AS INDICATED) QUADRUPLEX RECEPTACLE, TICK MARKS DENOTE EMERGENCY (TYPICAL ALL RECEPTACLES) DUPLEX RECEPTACLE - HALF SWITCHED `H' DUPLEX RECEPTACLE - CEILING MOUNTED �IG DUPLEX RECEPTACLE WITH ISOLATED GROUND DUPLEX RECEPTACLE - FLOOR MOUNTED PP POWER POLE JQ JUNCTION BOX - CEILING MOUNTED 4 JUNCTION BOX - WALL MOUNTED J❑ JUNCTION BOX - FLOOR / GROUND MOUNTED LIGHTING LEGEND SYMBOL DESCRIPTION -- 2' X 4' LIGHT FIXTURE 0 V X 4' LIGHT FIXTURE 2' X 2' LIGHT o LIGHT FIXTURE LIGHT FIXTURE DOWN LIGHT EMERGENCY LIGHT O EXTERIOR DOWN LIGHTING ® EXIT SIGN PENDANT LIGHT FIXTURE p PENDANT LIGHT FIXTURE 0 SPEAKER C.J. [STUCCO][ OR ][GYPSUM BOARD] CONTROL JOINT 1� SECURITY CAMERAS; REFER TO SHEET NOTES TELECOMMUNICATION (RACEWAY ONLY) ] � SYMBOL DESCRIPTION v INFORMATION OUTLET Nj INFORMATION OUTLET, FLOOR MOUNTED PM CAN OUTLET TVJ TELEVISION OUTLET, FLOOR MOUNTED QS INTERCOM SPEAKER - CEILING MOUNTED IC INTERCOM CALL STATION OM INTERCOM MICROPHONE M® MICROPHONE - FLOOR MOUNTED OV INTERCOM VOLUME CONTROL ® INTERCOM HORN/SPEAKER FA-M-P-1 INTERCOM AMPLIFIER CODES AND STANDARDS NFPA 70: NATIONAL ELECTRICAL CODE (2011) NFPA 72: NATIONAL FIRE ALARM CODE (2010) NFPA 75: STANDARD FOR THE PROTECTION OF ELECTRONIC COMPUTER / DATA PROCESSING EQUIPMENT (2009) NFPA 90A: STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS (2012) NFPA 90B: STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS (2012) NFPA 92: RECOMMENDED PRACTICE FOR SMOKE CONTROL SYSTEMS (2012) NFPA 101: LIFE SAFETY CODE (2012) NFPA 110: STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS (2010) 2014 EDT: FLORIDA BUILDING CODE SHEET LIST TABLE Sheet Number Sheet Title E-0 ELECTRICAL LEGEND E-2 ELECTRICAL SITE PLAN E-2A ELECTRICAL PHOTOMETRIC SITE PLAN E-3 LIGHTING PLAN E4 POWER PLAN E-5 POWER RISER DIAGRAM AND SCHEDULES E-6 ELECTRICAL DETAILS LUMINAIRE SCHEDULE TYPE DESCRIPTION MANUFACTURER LAMPTYPE VOLTAGE I LIGHT ART LA2 FIXTURE 10' ! CL DIAMETER, 2'-2" DROP FROM ACT, ILIGHT ART LA2 FIXTURE 10' DIAMETER INTEGRAL LEE) == 120V MOUNTING: SURFACE EMERGENCY ONLY4" DIAMETER Il ry LED LENSED DOWNLiGHT, COLOR w Y :. WHITE. MOUNTING: RECESSED. /1 EMI EXITftONIX MODEL I; NFDL1 WB-10L WH Dii LED 10W 120V _A fURNISHLD WITH BATTERY BACKUP FOR EMERGENCY LIGHTING OPERATION. EMERGENCY ONLY DIE-CAST dRlltilp ALUMINUM LED WALLSCONCE, lily l' COLOR PLATINUM, MOUNTING: 1211:9 EM2 WALL DUAL-LITE - MODEL # P&P LED 3W 120V FURNISHED WITH BATTERY BACKUP( FOR EMERGENCY LIGHTING OPERATION. X DUAL LITE, COLOR WHITE/SATIN DUAL LITE # LE -C - SINGLE OR DOUBLE - Ra X - N - E - I - W INTEGRAL LED 120V ALUMINUM, MOUNTING: SURFACE. I CREE INC, COLOR CLEAR, (1-REE44KR6 LD1 MOUNTING: RECESSED, TEMP. -9L-30K-10V WITH KR6T SSGC-WF LED 13W 120V COLOR- 3000K. CREE INC, COLOR CLEAR, LOIE MOUNTING: RECESSED, TEMP. CREE #K116-9L-30K-10V-EB7 WITH KR6T-SSGC-WF LED 15W 120V COLOR: 3000K. 'I I ' CREE INC, COLOR WHITE, LD2 MOUNTING: RECESSED, TEMP. (CREEOCR22-32L-30K-10V LED32W 1.20V _...... 9111 COLOR: 3000K. GI CREE INC, COLOR WHITE, l VPNI LD2E MOUNTING^ RECESSED, TEMP. iCREE #CR22-32L-30K-10V-EB14 LED32W 120V I COLOR:30OOK. I 4' LINEAR LED RECESSED LENSED LD3A I SELUX-M100-L1O-lA35-30-LW-SFI-TB-04-WH-120-DM LED24W 120V WALL WASH FIXTURE I BEACON INC, COLOR WHITE, (BEACON #CLO-24NB SS 3K-T5W UN1V-RD WHT ly, LD4 MOUNTING: RECESSED, TEMP. NOTE: ALL DIMMABLE FIXTURES SHALL BE LED 53W 120V COLOR 3000K. 0 10V LED SURFACE MOUNTED OUTDOOR CANOPY FIXTURE, COLOR: GRAY (BEACON LDS I #ORB 18tEP 60 3K-T5CcN UNV BCG 6MD GYS SMOOTH, LED MOUNTED SURFACE, I LED tTOW 120j277V r COLOR TEMP: 3000K. I I I EUREKA, COLOR WHITE, (3) ARMS LPq MOUNTING:PENDANT,TEMP. IEU€REKA#747OD-3-LED.21.30-120-DV-12-6-WH-CHR LED 21WPER 120V COLOR 3000K. ARM. i 3" LINEAR LED LUMENPULSE, 1LUMENPULSE #LOGF120-36-DWH-WW (LEFT OR RIGHT FEED) LT3 COLOR WHITE, MOUNTING. ! WAM2-WH-DMX/RDM-LTN-LOG LCD (AS REQUIRED)-LOGJCD LED 69W 120V SURFACE, VOLTAGE 120/277V. (AS REQUIRED) i I I� 4' LINEAR LED LUMLNPULSL, !LUMLNPULSE #LOGi 120-48-DWH-W1W (LEFT OR RIGHT FLED) LTA COLOR WHITE, MOUNTING: !WAM2-WH-DMX/RDM-LTN-LOGiLCD(ASREQUIREDJ-LOGJCD LED69W 120V SURFACE, VOLTAGE120/277V. [ASREQUIRED) COLUMBIA LIGHTING, MODEL LRO, j SIZE 4'' COLOR TEMP- 4000K, HIGH I 5L COLUMBIALIGHTING #LRO-440HL-E-U LED63W 12OIZ77V LUMENOUTPUTVOLTAGE UNIVERSAL. '10`$, TL CONTECH, COLOR WHITE, !CONTECH #TLT-12V-3-3K N/A 120V MOUNTING: SURFACE, 120V. i CONITECH, COLOR WHITE, " UC3 MOUNTING: SURFACE,. LED 10W, (CONTECH #LPL1-33-30K-P LED 10W 120V 120 V. I NOTES: 1. ALL DIMMEABLE FIXTURCS SHALL BE 0 1OV TYPE DIMMING. 2. PROVIDE ALL CONNECTIONS, CABLES AND OTHER ACCESSORIES FOR A COMPLETE SYSTEM. ALL LIGHTING FIXTURES IN THE MARKETING WINDOW SHALL BE CONTROLLED BY THE LUMENTONE DIAL. /�G N , �j U "'. > 000 p,� �• y U CV �.W �.V �� pia Q O;•Z M�� �k z' CD � ` gw _ a7 w M N T Cy) CD _ o 1'-rnV 00 , cj) V/ co 0"t r, M C L CO 0 M -0 o @� o c � m p U G ■ Lz N co M m co~ U 06 L _/ In � w � V fd U [/�L♦J Ucu o 0 � � O 0 LL o � N L Q co 0 0 0 0 m C) E U s= LL 0 Ocn C:) E (�� 0 0 m i (� cf) o �_ _ F-- = M � 0- LLJ LLJ C/� N (-D 0 V v a� 0 w d o o � � U m N � v cn cD U U W O CD N 0 O 1 1 1 2 1 3 1 4 5 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. ,,� 7 L 9 ' 10 111 ' ELECTRICAL 12 LEGEND SCALE: AS NOTED sheet no. E-0 117 G F E 3 z g D w Q U ry U W J W N - I w a� cn / 0 Q U / C a� N 41 L I— c e7 N 0 CO Ii 0 07 m O B I 0 0 N O Q r- N N I rn N A 0 Z 0 N N 0 07 1. NO MULTI -WIRE BRANCH CIRCUITS ARE USED. EACH CIRCUIT IS TO HAVE SEPARATE INDIVIDUAL NEUTRAL, 2. WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. 1. CIRCUITED VIA LEVITON LCM-30 FOR CONTROL OF EXTERIOR LIGHTING. REFER TO SHEET E-6 FOR DETAIL. 2, PROVIDE TWO (2) 4" CONDUIT WITH PULL STRING FOR TELEPHONE SERVICE TO BANK. SEE SHEET E-4 FOR VOICE / DATA ROOM LOCATION. COORDINATE ROUTING AND POINT OF TERMINATION WITH LOCAL TELEPHONE PROVIDER PRIOR TO CONSTRUCTION. 3. PROPOSED LOCATION OF UTILITY PAD MOUNTED TRANSFORMER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. 4. ELECTRICAL SERVICE CONDUIT AND CONDUCTOR ROUTING. SEE SHEET E-5 FOR ADDITIONAL INFORMATION. 5. PROVIDE ELECTRICAL CONNECTION TO BANIVS MONUMENT SIGN. PROVIDE ELECTRICAL DISCONNECT: 30/1/NF, 240V, NEMA 3R. COORDINATE WITH CIVIL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. - e .. r.', UM ar r- r u w u r ra r L i 1 d i 1e uvV✓ ,� 'urwu .uu.Cs,uuiu. Y l�C N. Y V V r Y i S i 4 � r- m a uuu urry r r'.0 uuuu ru :ww a uu uuu uuw aura u { p Y I 4 I S .hu 1 h � vY t� V V VV VVVVVVV V 1 VVf 'Vw r V VV l 1., l O V VV Y V l WA Y'rV 4 � t tl Y TYPE DESCRIPTION MANUFACTURER LAMP TYPE VOLTAGE S2 SITE LIGHTING LED WITH CREE. LED .UNV SINGLE HEAD WITH BACKLIGHT SHIELD ARE- EDG-LIMB-DA-1-E-UL-525-F POLE CREE #PS5S28S, MOUNTED AT 30'-0"A,F.G. 52 SITE LIGHTINGLED CR'EE: LED UNV POLE CREE #PS55285, MOULTED AT 30'-O"A F. G, ARE-EDG-51VI-DMA-16-E-UL-5254 NOTES: 1. FINAL FIXTURE COLORS AND FINISHES SHALL BE SELECTED AND APPROVED BY OWNER/ARCHITECT. Q M � � Q ON oNf QW Elf 00 0 Ln m Jw� J y m� Qm r GROUND WIRE "'^ #8 BARE COPI APPROVED GR( PIPE SLEEVE. GRADE COVE 5/8"1 COPP DRIVEN GROUP S INSTALLED PER =R'S TEMPLATE 24" 24" 'REQUIRED PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS FOR POLE BASE INDICATING COMPLIANCE WITH FLORIDA WIND LOAD REQUIREMENTS. NOT TO SCALE Q LL 6 J� > 000 0 N :Clj� n ��- �;Q- M4k C•w �� O •' l� 1 ••! �cj �� W Z 0 r '■ V cp 0 N N 4r r- Qrn �rn� 000 U A 00 n 0 L we A\ V,/ M O L N p U C " � m . _ (p m V F^� cu Ea�a H' t d CO Q a� V� N H r_ U��a) a� U co CN '0 ■� r =3 O 0 LL co 0 U CN Q O O O O Li Lfl m O C W E U O FT W cn v J(D 0 U L I I _� U) J_ J = = M J = W C/) N � N 0 n. �L U co N CD v -o M W a o 0 o ip a � M co U N W v o N O ' 1 2 13 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 1 5 16 17 1 8 ' 9 ' 10 ' 11 ' 12 ELECTRICAL SITE PLAN SCALE: AS NOTED sheet no. E-2 GI FI El 3 Z _ W H (n U_ rY W O I— D 0 r) Q U ry U W J W Q N - N O O M O / 0 B 7� O N 1 1 I 2 I 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. Sta�IStICS Description Symbol Avg Max Min Max/Min Avg/Min Parking + 2.7 fc 4.9 fc 0.8 fc 6.1:1 3.4:1 Property Line + 0.6 fc 1.3 fc 0.0 fc NIA NIA Cree Edger' Series LED Area/Flood Lunninaire Product Description The Cree Edge' Series has a slim, low profile design. its rugged cast aluminum housing minimizes wind load requirements and features an integral, werathertight LED driver compartment and high performance aluminum heat sinks. Various mounting choices: Adjustable Arm, Direct Arm, Direct Arm Long, or Side Arm (details on page 2). includes a leaf/debris guard. Applications: Parking Jots, walkways, campuses, car dealerships, office complexes, and internal roadways Acceme s ' Fiala Insf _ - l BirdSpbm DOW Shaddty XA-MDSPX XA-2051-S-4 !land -Fund Ftxar-track XA-SENSREM SMmlesssteel - For wce t:l hmplenwAstim of the programmable mutt -lewi option a minimunof one tuah 4teld remote is requited 0rdenng Infonnationt Example ARE-EDG-21N-AA-12-E-LIL-SV-350 E 27.11° (688anin f 18.1" (46(Omm) r NEMA,'O Photocell 9.(r J Receptacle location (229�mm) (ordered as an option) 21' Convenient. interlocking (,. Roo= (99mm) 02 121' (306mm) 1 21 lb. (1fficgJ @4 12.1"(3@6mm) 2411MOft i 141 (357mm) i 27ft(12kg) 08 -. I 1r1.1 -� nft(134 10 ltll (459mm) 3216s.(t I 112 �2t1.1"(6lthhtm) 1346s..(1£1rg) I 14 - _- - 22.1' (560mm) 1371bs. (1 f 16 _ ! 24.1' (611mm) i 4116s. (19ko rwrvv.m wrwaan - ac-c �ayc cc. rut vecryr n a rannc�arahurra ARE-ED6 I2M as 4MP M 132 E ! toI RK 1 350 WY QIOVDim iq PAL Pmriiiiiiiiiihk O-UK Type it Type III Type rV AdPustalie Anm 04 1l111eers4 ; Ohd 3sw Control by okm 20-,W umd" Now mediom Medium Medium (T pp I 13A 27TV . 8Z 525 Pier to t)umovg r t Re* to PML $pee c4 for Na wi@L.S wlpaggal Direct Arm p8 UN , Bmrme 52W fordewlc details y, 0 3A@t 0LS j DL 10 I Uniaemi d SV � 7011 -Can't esoeard apeCiOed arFme Intended (ur dmwnlio mean T III 5M Direct Long Arm i 347-480Y ?L nrA spplicatiahsat@'ti8 I GCS team Type SA 112 ! i WH Amiable F I— PML2Pm rtAtmable M964&4 ID- 2 wlPa&A Medium Srde 1 14 W& *6 20- Refer to AL spy for air Mwakgg Rd* { Twe 0 BLS ss Avakie with ' 16 I 60 au amwW'! wa h uL taus - Refer to PML sty sib fa' Medrurn rd 4M Type V Skit I 20•60 LED- AwdaWe with UL vdtW ordy detWis Parti:d RLS Tye IV 1 i I - • whart ogitg fttitw f>wK use • Intended fuK (1Pemmd -3164 merAuun tksmMAY h so appuosaiord at o'tik Type tit 4Mt1 I HL W dxw 8 NW, ph"weli Type IV (DOW l imlt rPaQ trunded for Medium Refer to HL sW for aFFlicatiom with at ran wfOLS - !, dela 45'§ft f ° senxor not it d photoceIIl by othem AL Alban-1,0104 iiefertoM c tm — _-_ - FL@ EDO 25' F f 70' Flo d NEW 6 Referto AL avalakility wdh ML 48 SN I deft 4Wt 401 tOWI i for downW - Minimum 70tM apdcodowat0-tt cdartempeadhn ow kimirtake P pbot aul IRefer toALS shm W i w4datiAAtyy trfir ML imbm jt AvaMk with ULva!l only ' Redeem EPAmd pok cKippF wn PAM4 date kynnir4m paw 19 WE thrice ad* aW Mir depax" on conliTsatinn C �� Us us: W1gW.or"XWVWit T (800) 236-6800 F (262) 504-5415 ELECTRICAL PHOTOMETRIC SITE PLAN SCALE: 1" = 20' 7%0� - 01 0 10, 20' 60' Rev, Date: V310/15/2015CREE Canadw www,txee chorn1c Wo T (800) 473-1234 F (800) 8W7507 NIhFkI � cc cc — W t Is I � Z9 Z W hz J-J 0czo 2�4 o 0 t— o 3 v Nk > 000 m:Z� ti �p 0 J� wn �.Wv n w7C~ ow _ ¢ ¢ :Z_ Z � � wLLJ 0) V C C ce) w s N N a) N OI w , U r n ' W „ wv U M C)) Lto � °o M O L CoLL O N O N C LJ-tv f6 ■ Co t0 m 7 W Co E -2 ~ � CD L y M {—�vj Q Q O r V i 4-5 a �_ J L) 1A v VJ LL O N_ L to is -� (:D O � m E � U = C 0 U o Cn E 7"T C/-) Q O U LJMvJ + = c1 m n LLJ O d U 4) v v v w a 0 0 Q � M U m -v Lo co U v N v o 4 i 5 1 6 i 7 i 8 i 9 1 10 1 11 1 12 ELECTRICAL PHOTOMETRIC SITE PLAN SCALE: AS NOTED sheet no. E 2A HI GI FI D 3 z a c� z F- c� J I w co i a� 0 Q U (C L L a N N +, U) L c I r-� N O O M O 11-1 V) m O g 0 N 0 E a r- N N I rn N A 0 z 0 N 0 Q _ 13 11 LT-4 PANEL "MP" PANEL "LT" PANEL"RP" O LT-6 11 �. I 5 5 . . . LD LD - LD2 LD2O LD2O j . . . . ODC-10 . ODC-10 Fig MMDW.-..'S ODC-10 R OM RE 113 MDV11 ------- 111 OS VAULT LDS LD2E �D2 LD4E.. . .3 LIGHTING PLAN Z SCALE:1/4" = V-0" rm"rommm" 0 2' 4' 12' LEVITON #ZSS10-NXZ ROCKER Blu WhVBlk WALL SWITCH N/C RIB #RIBU1C 120 Vac MESSAGE 1 Yell Wht/Blu Comm 10-30 Vac/dc RELAY Org N O I Comm MESSAGE 2 — — —I HOT (BLACK) LINE 120VAC NEUTRAL (WHITE) LED DRIVE—THRU LANE SIGN CONTROL DETAIL NOT TO SCALE 11 0V LT-8 STAINLESS STEEL COVER PLATE WITH 1/8" HIGH BLACK ENGRAVED LETTERS LANE #1 LANE #2 TELLER TELLER CONNECT CONNECT ,o m 1 I ATM ATM TOP AT 56" A.F.F. 2 LANES DRIVE—THRU SIGNAGE SWITCH BANK NOT TO SCALE 1. PROVIDE A CONTINUOUS HOT CONDUCTOR CONNECTION OF SAME CIRCUIT TO EACH EMERGENCY LIGHTING FIXTURE, EXIT SIGN AND NIGHT LIGHT. 2. ALL LIGHTING CONTROL DEVICES INCLUDING DIMMER SWITCHES, OCCUPANCY SENSORS AND OTHER RELATED CONTROL DEVICES SHALL BE BY LEVITON. 3. FIXTURES INDICATED AS %L" ARE NIGHT LIGHTING FIXTURES WHICH ARE UNSWITCHED AND ARE TO REMAIN ON AT ALL TIMES, 4. EXIT SIGNS & FIXTURES SHOWN PARTIALLY SHADED ARE NORMAL/EMERGENCY FIXTURES FURNISHED WITH BATTERY BACKUP FOR EMERGENCY LIGHTING OPERATION. CONTRACTOR IS TO CONNECT POWER WIRING TO BATTERY BACKUP UNIT IN EACH NORMAL/EMERGENCY FIXTURE AHEAD OF ANY LOCAL SWITCHING, OCCUPANCY SENSORS, OR OTHER LIGHTING CONTROLS, 5. CONTRACTOR IS TO COORDINATE WITH BAS SYSTEM INSTALLER THE LOCATIONS & ELECTRICAL REQUIREMENTS OF LIGHTING CONTROL SYSTEM COMPONENTS (SWITCHES, LOAD MODULES, ETC.) FURNISHED AS PART OF THAT SYSTEM THAT ARE TO BE INSTALLED & WIRED BY THE EC. REFER TO LIGHTING CONTROL DETAILS & WIRING DIAGRAMS ON SHEET E-6 FOR ADDITIONAL INFORMATION. 1. PROVIDE THREE LUTRON RF LOAD CONTROL MODULES AND THREE CORRESPONDING (3) POLE EXPANDABLE 20A LIGHTING CONTACTORS. LIGHTING CONTROLS ARE AS FOLLOWS: A. INTERIOR PUBLIC SPACES AND OFFICE ARE THROUGH EITHER THE LEVITON DAYLIGHTING ZONE CONTROL WITH THE LUMINA RF DIMMER OR LEVITON RF ROCKER SWITCHES. SEE NOTES-2, 5 AND 6. B. THE BACK OF HOUSE SPACES ARE CONTROLLED THROUGH OCCUPANCY SENSORS, SEE NOTE-3. C. EXTERIOR BUILDING MOUNTED AND SITE LIGHTING ARE THROUGH LOAD CONTROL MODULE #1. D. THE PYLON/ MONUMENT SIGN, BUILDING SIGNS AND MARKETING WINDOW ARE THROUGH LOAD CONTROL MODULE #2. E. THE DRIVE THROUGH LIGHTING IS CONTROLLED THROUGH LOAD CONTROL MODULE #3. 2. ALL LIGHTING SWITCHES INDICATED AS DIMMER SWITCHES SHALL BE 0-10V DIMMING AND SHALL BE LEVITON DAYLIGHTING ZONE CONTROL WITH THE LUMINA RF DIMMER. 3. PROVIDE LEVITON CEILING MOUNTED OCCUPANCY SENSOR #ODC-10-MDW FOR ALL OCCUPANCY SENSORS INDICATED. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS REGARDING PROXIMITY TO SUPPLY AIR DIFFUSERS. 4. PROVIDE DRIVERS AS REQUIRED FOR LED TAPE LIGHT IN COVE, DRIVERS SHALL BE INSTALLED ABOVE THE CLOSEST LAY -IN CEILING AND SHALL BE ACCESSIBLE. 5. IN OFFICES WITH WINDOWS, PROVIDE A CEILING MOUNTED, LEVITON PROVOLT SELFCONTAINED DAYLIGHT SENSOR AND CONNECT RECESSED DOWNLIGHTS AND 2' X 2' FIXTURES TO THE DAYLIGHT SENSOR/ DIMMER FOR CONTROL. ALL OFFICE OCCUPANT SENSORS TO BE SET TO VACANCY MODE. 6. PROVIDE LEVITON RF ROCKER SWITCH FOR ALL NON -DIMMING WALL LIGHTING CONTROLS. 7. CIRCUITED VIA LEVITON LCM-30 FOR CONTROL OF EXTERIOR LIGHTING. REFER TO SHEET E-6 FOR DETAIL. 8. DRIVE-THRU LANE SIGN TO BE CONTROLLED BY WALL SWITCH LOCATED IN TELLER 104: SIGNAL -TECH, MODEL TCL734GG-J375 "TELLER CONNECT/ATM". COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION PRIOR TO ROUGH -IN. 9. PROVIDE TWO (2) ROCKER SWITCHES LEVITON #ZSS10-NXZ FOR DRIVE - THRU CANOPY LANE SIGNS, TOP AT 56 A.F.F. WHICH SHALL BE MAINTAINED. UP POSITION SHALL ENERGIZE TELLER CONNECT; DOWN POSITION SHALL ENERGIZE "ATM". INSTALL TWO (2) GANG SATIN STAINLESS STEEL WALL PLATE WHICH SHALL BE ENGRAVED WITH PAINT FILLED LETTERS TO READ 'TELLER CONNECT" ABOVE EACH SWITCH AND "ATM" BELOW EACH SWITCH, SEE DETAIL ON THIS SHEET. 10. SWITCHES SHALL BE 20 AMP SINGLE POLE / ROCKER SWITCHES LEVITON #ZSS10-NXZ. 11. POWER WIRING & JUNCTION BOX PROVIDED ON WALL ABOVE CEILING FOR CONNECTION TO ILLUMINATED BUILDING SIGN ON EXTERIOR WALL PROVIDED BY OTHERS. COORDINATE EXACT LOCATION & ELECTRICAL REQUIREMENTS WITH OWNER & SIGNAGE INSTALLER PRIOR TO BEGINNING INSTALLATION. 12. PROVIDE LUMENTONE DIAL LED LIGHTING CONTROLLER FOR TYPE "LT3 & LT4" FIXTURES LOCATED IN DISPLAY 106. 13. MASTER OVER -RIDE SWITCH, REFER TO SHEET E-6. LD5 LD5 O O � O O LD5 LD5 LD5 O O O O 13 YL I LD5 O O O O LD5 LD5 O LT-11 N DRIVE—THRU CANOPY SCALE:1/4" =1'-0" rm"rmmmmm" 0 2' 4' 12' LIGHTING PLAN J-- LT-9 w a� w z w v=lz PI -I z 130 _ 3 a v` \G U > 000 .0 caI N �-` LL ODzuz LLj z 0) U C C co ■� rn N .NL N V r CD T o � r�rn 00 , V _ V, T A r- M p> CO ^L1 W M(1) �� CO0 o N LL 'C p p U C ca . _ CO c m ^_ c� EZ^` LLca W a� m }+ U) m r= u) U� a }+ ■a N 5 . r 7 0 t 0 LL O / \ N Q CO 6A 0 O O O Cfl m Li 1 E U = _ �-- o O o E Q o U L1+JJ Z in Cn 0 J_ j = m p J = W C� N CD N 0 a U U v Ui w o� v m a) => -0 <n cfl U v o N o 1 1 1 2 1 3 1 4 1 5 I 6 I 7 I 8 I 9 1 10 I 11 1 12 1 sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING .ARCHITECTS &PLANNERS, AIA, INC. LIGHTING PLAN E j NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED N GI FI EI ME 3 v z a ry w O n M W. z. E a n N N I rn N > A 0 z O N N 41 41 0 01 POWER PLAN Z SCALE: 1 /4" =1'-0" 0 2' 4' 12' I I I I N ID 1. ALL COMMUNICATION AND MISCELLANEOUS CABLING ABOVE CEILING SHALL BE RAN IN CONDUIT OR PLENUM RATED, IF APPLICABLE. 1. WALL MOUNTED TELEVISION PROVIDED BY OWNER, RECEPTACLE & DATAITELEVISION OUTLETS BY EC. COORDINATE EXACT LOCATION & MOUNTING HEIGHT OF RECEPTACLE & OUTLETS WITH OWNER PRIOR TO BEGINNING INSTALLATION. 2. PROVIDE TWO (2) 1-1/2' UNDERGROUND EMPTY CONDUIT ENCASED IN CONCRETE WITH PULL -WIRE FOR ATM COMMUNICATION (DATA & SECURITY) CABLING TO TELE/DATA RM. 3. COORDINATE WITH ATM SUPPLIER FOR ROUGH -IN LOCATION AND REQUIREMENTS PRIOR TO CONSTRUCTION. 4. PROVIDE TWO (2) 1-1/4" EMPTY CONDUITS FOR CABLING CONNECTION BETWEEN WALL MOUNTED TELEVISION AND CONTROL OUTLET LOCATED BELOW / ADJACENT TO CONFERENCE TABLE. CONDUITS TO BE CONCEALED WITHIN WALLS, FLOORS AND ABOVE CEILING AS REQUIRED. COORDINATE EXACT LOCATION OF CONTROL OUTLET WITH OWNER PRIOR TO BEGINNING INSTALLATION. 5. 3/4" FIRE RESISTANT PLYWOOD BACKBOARD PROVIDED ON WALLS BY EC AROUND PERIMETER OF ROOM. PLYWOOD IS TO EXTEND FROM THE FINISHED FLOOR TO 8'-0" AFF AND IS TO BE PAINTED TO MATCH ADJACENT WALLS (FIRE RATING LABEL TO BE LEFT UNPAINTED). EC IS TO PROVIDE ADDITIONAL CONDUIT SLEEVES, SIZE & QUANTITY AS REQUIRED, FROM ABOVE CEILING OF ROOM THROUGH WALL TO ABOVE CEILING OF ADJACENT CORRIDORS. COORDINATE THE REQUIRED QUANTITY, MOUNTING HEIGHT AND LOCATION OF ALL RECEPTACLES, OUTLETS & JUNCTION BOXES WITHIN THIS ROOM WITH OWNER PRIOR TO BEGINNING INSTALLATION. 6. PROVIDE JUNCTION BOXES ABOVE CEILING FOR POWER, DATA & SECURITY WIRING TO VAULT. COORDINATE EXACT LOCATIONS & ELECTRICAL REQUIREMENTS WITH VAULT SUPPLIER PRIOR TO BEGINNING INSTALLATION. 7. CONTRACTOR IS TO COORDINATE UNDERGROUND TELEPHONE, DATA & CABLE TELEVISION SERVICES ENTERING INTO I.T./ELEC. 107, ALONG WITH SERVICE ENTRANCE LOCATIONS & ALL ELECTRICAL REQUIREMENTS FOR THOSE SERVICES WITH OWNER & LOCAL SERVICE PROVIDERS. REFER TO SPECIFICATIONS & CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 8. COORDINATE POINT OF CONNECTION WITH THE REMOTE CHILLER SHOP DRAWINGS FOR ABOVE THE CEILING CONNECTION. 9. CIRCUITED VIA LEVITON LCM30 FOR CONTROL OF EXTERIOR LIGHTING. REFER TO SHEET E-6 FOR DETAIL. 10. PROVIDE 4"x8"x3/8" THICK COPPER GROUND BAR, GROUND BAR SHALL BE INSTALLED 43" A.F.F. AND SUPPORTED BY FOUR STAND-OFF INSULATORS. PROVIDE (1) 410 AWG STRANDED COPPER CONDUCTOR CONNECTED BY A DOUBLE LUG, WITH STAINLESS STEEL FASTENERS AND NYLOC NUTS FROM GROUND BAR TO MAIN BUILDING ELECTRICAL GROUND. 11. SERVER RACK. PROVIDE TWO (2) NEMA L6-30R OUTLETS, 12. PROVIDE 120V CONNECTION TO MOTORIZED SHADES. COORDINATE CONTROLS AND REQUIREMENTS WITH VENDOR. 13. VERIFY LOCATION WITH ARCHITECTURAL, 14. COORDINATE DEVICE LOCATIONS WITH MILLWORK VENDOR. 3 O 2410,1410G IN 1" C. O O J i 142 J LT-12 O 246, 146G IN 1" C. 2 RP-37 3 E2410,1410G IN 1"C O O O O �JF O i LT-12 O O ( 246,146G 2 IN 1" C. RP-39 Milli I I v Waal me's, wA a wue all' SCALE: 1/4" = l'-0" rm"rMMMMM07 0 2' 4' 12' /A wlia�y_N'�i,� 000 mJ2 O p: CD N Wr ,W J � ma Ld LLJ u n�� � M w CM m N CN O%4r t° m o CD op .9 A 1 co 04 00 ■VW/ ^00co cF v ch' M � L to 0 N Mho m Q L ca pLL_LL _p cam) c ■ CO d m L a ^— u E a) m E LL HD a a� U 2Q a Uca o_ }+ 04 r L l J ■� r 7 � -, 0 LL O / \ N_ L co mmm �LW � U C o m WCL C/� N C-D N O O I r— L E 0 0 E E 0 0 0 0 .Q U cn N a� v M w a C o o a � to M v CO co c) a> w v o CV O 1 1 1 2 1 3 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 POWER PLAN SCALE: AS NOTED sheet no. E-4 H F E 3 vi w J D - I) w U Cn 0 z Q a Q D 0 w CY w 0 w In4-1 - I w a> Cn / 0 Q U / C i Q Q) N c Cn I r� N O (0 0 / sn m O B I O N 6 r n N N I rn N A 0 z O N N 1 O Q PANEL MOUNTED SURGE PROTECTION DEVICES NOT TO SCALE THE PROPER INSTALLATION OF PANEL MOUNTED SURGE PROTECTION DEVICES ELECTRICAL PANELS ARE TO HAVE A MINIMUM OF 9" OF CLEARANCE FOR INSTALLATION OF THE PANEL MOUNTED SPD (SURGE PROTECTION DEVICE). THE PANEL MOUNTED SPD IS TO BE INSTALLED AT THE FEED IN OF THE PANEL, AT THE FIRST BREAKER POSITION, AS CLOSE AS POSSIBLE TO THE NEUTRAL BAR. THE ORDER OF IMPORTANCE OF CONDUCTOR, PHASE CONDUCTORS, NEUTRAL CONDUCTOR AND GROUND CONDUCTOR. THE PHASE CONDUCTORS ARE ALWAYS TO BE KEPT AS SHORT AS POSSIBLE. IF THE NEUTRAL BAR IS LOCATED AT THE TOP OF THE PANEL ADJACENT TO OR OVER THE LUGS, THE NEUTRAL WIRE MAY BE LONGER THAN THE PHASE WIRES, THE LENGTH OF THE GROUND CONDUCTOR IS OF LEAST IMPORTANCE. IF CONDUCTORS NEED TO BE EXTENDED THEN ONLY HIGH COMPRESSION BUTT JOINT CONNECTORS ARE TO BE USED TO EXTEND THE LENGTH OF ANY SPD CONDUCTOR, WIRE NUTS ARE NOT ACCEPTABLE. THE PHASE CONDUCTORS ARE TO HAVE A MINIMUM OF ONE TWIST AND PREFERABLY TWO TWISTS BETWEEN THE SPD AND THE BREAKER. THE TWIST IN THE PHASE CONDUCTORS WILL LOWER THE IMPEDANCE OF THE CONNECTION AND IMPROVE THE PERFORMANCE OF THE SPD. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION. EQUIPMENT GROUND BAR CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEEL FULL SIZE (SEE RISER DIAGRAM) PANEL MDP NEUTRAL - BONDING BUS JUMPER ENCLOSURE (TYP) FULL SIZE GROUNDING CONDUCTOR PER N.E.C. EXTERIOR METAL WATER PIPE PER N.E.C. ALL CONNECTIONS TO GROUND RODS SHALL BE CADWELDED. �5/8" x 30'-0" COPPER GROUND ROD (AS NEEDED *) 3 ' 0" N. *�� GROUNDING SYSTEM SHALL BE mop TESTED AND SHALL MEASURE A MAXIMUM OF 5 OHMS. USE "FALL OF POTENTIAL TEST" FOR VERIFICATION. PROVIDE COPY OF TEST REPORT TO ENGINEER. GROUNDING ELECTRODE CONDU NOT TO SCALE CTOR DETAIL * - DRIVE AS MANY RODS AS REQUIRED TO ACHIEVE 5 OHMS. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION. NOTE: CONTRACTOR SHALL PROVIDE GROUND ROD TEST WELLS EQUAL TO BROOKS CAT. #38-T FOR TRAFFIC AREAS AND A SIMILAR PLASTIC TEST WELL FOR NON -TRAFFIC AREAS. THE GROUND ROD TEST WELL MUST BE LARGE ENOUGH TO ALLOW USE OF AN AEMC 3710. THE BOX MUST BE AT LEAST 14"X8" AND THE COVER SHOULD STATE GROUND. BUILDING DEMAND LOAD SUMMARY System Information Voltage Phase 120 208 3 LIGHTING 1': 12.88 KVA 1.25 DF= 16.106 KVA RECEPT "R": 20A2 KVA. 1 ST 10KVA + 50% OF REMAINDER-7 15.210 KVA A/C "A": 26.19 KVA {; 1.00 DF- 26.191 KVA MISC "S": 28.88 KVA a 1.00 DF= 28,880 KVA Total Connected Load 88.38 KVA Total Connected Load ft 208V, 3PH 245.60 AMPS Total Demand Load 86.39 KVA Total Demand Load @ 208V, 3PH 240.07 AMPS MAIN BREAKER 400 AMPS PANEL MIR BUS _. 42000 AMPS AM Phase .:... -o + �• Circuit Wire Trip Brkr. Load Brkr. Pole Trip Wire s Size Dosed tion MOW 4 _ IMF �laklrr°,Illllal��� TO .•_ _ _ SPARE 4 � 4m�_w IMIII 1011010� -� " ���� + ".'r"7�'�^�.. S�'�&M�'iiv�€v'",4.. i^yN��`w,�•T"4'N�y--__ '' ®- 91 - • +I + NEL LT + ' '� li da a� I 0 IV � 88376 Total Amp IVI Total Den -end kVA 88.376 Dem Load Anqes��� LIGHTING 1": 0. 000 KVA . I 25 DF= + +++ KVA HEATING "Fr. 0.000 KVA a 100• !M KVA „ +• DF= 62.185 KVA EXTERIOR INTERIOR 4#1/0 AWG CU, 1#6G CU. IN 2" C. 23,348 SYM. 4#1/0 AWG CU, 1#6G CU. AVAILABLE MIN AIC RATING IN 2" C. 42KAIC 21.055 SYM. AVAILABLE MIN AIC RATING CONCRETE POST 9., MIN.,, 9.. MIN, .- 42KAIC PAD MOUNTED TRANSFORMER, 30-4W-120/208 VOLTS 400 AMP, 30 4W-1201208 VOLTS PANEL "MP" PANEL "RP" PANEL "LT" SECONDARY, PROVIDED BY OTHERS. COORDINATE METER BASE BY CONTRACTOR PROVIDE LOCATION &ELECTRICAL REQUIREMENTS WITH SITE FIELD 225A 2 CONTRACTOR & UTILITY COMPANY MARKINGS KINGS 25A O PER 400A 1 O/208 1 0/208 INCLUDING 120/208V MCB MLO MLO O O DATE OF INSTALLATION. SPD SPD LA SURGE ARRESTER, INTERMATIC 26.201 SYM. 2 O #AG2083C OR EQUAL, AVAILABLE SPD BY CONTRACTOR MIN AIC RATING BRANCH CIRCUITS (TYP.) 42KAIC 32.528 SCA FLOOR MOUNTED WIRING TROUGH, SIZE AS REQUIRED, PROVIDED BY CONTRACTOR FOR REINFORCED CONCRETE CIRCUITS ROUTED BELOW GRADE TRANSFORMER PAD BY OTHERS r-1 o _ a a a as PRIMARY SERVICE BRANCH CIRCUITS (TYP.) FEEDER BY OTHERS 44600 MCM CU, IN 4" C FOR PRICING AND AVAILABILITY OF PSI'S SPD EQUIPMENT (ITEM 2) CONTACT JOHN WEST AT POWER & SYSTEMS INNOVATIONS, INC. TEL. NO. - (407) 832-9018. PARTIAL POWER RISER DIAGRAM NOT TO SCALE RISER DIAGRAM KEY NOTES:O 1. CONTRACTOR SHALL PROVIDE GROUND RODS AS NEEDED TO ACHIEVE 5 OHMS, REFER TO DETAIL THIS SHEET. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION. 2. SURGE SUPPRESSOR (SPD) : SEE DETAIL ON THIS SHEET. CONTRACTOR SHALL PROVIDE RECESSED ENCLOSURE WITH ACCESSIBLE COVER TO HOUSE SURGE PROTECTION DEVICE #XNP100-120/208-3GY OR EQUAL, COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION. 3. # 4/0 GROUNDING ELECTRODE CONDUCTOR, SEE DETAIL THIS SHEET. COORDINATE WITH JOHN WEST AT POWER & SYSTEMS INNOVATIONS OF TAMPA, INC. TEL. NO. - (407) 832-9018 PRIOR TO CONSTRUCTION, PANEL "XXXX" 120/208V, 30, 4W FED FROM PANEL "XXXX" 1/2" HIGH LETTERING FOR PANELBOARD NAME 1/4" HIGH LETTERING FOR REMAINING TEXT TYPICAL 120/208V PANELBOARD PANELBOARD NAMEPLATE DETAIL NOT TO SCALE Lu MAIN BREAKER ---- AMPS MAIN LUGS 225 AMPS PANEL RP LAIC BUS RATING 225 AMPS RATING 42000 AMPS O Phase Circuit Mount NEMA Volta go 3 54 Surface !, 1 % 120 2M G 7 C# Description Size Amp Pole Load Loa_ d kVA C Phase Load kVA Load kVA Load BrV. Pole Trip Amos Wire Sim Circuit I Ckt. Description # 1 RECEPTACLES - TELLER 104 12 20 1 R 0.36 2.40 - P .v 2 30 10 NETWORK RACK - ROOM 107 2 4 3 RECEPTACLES -TELLER 104 12 20 1 R 0.36 2.40 S 5 RECEPTACLES - TELLER 104 12 20 1 R;. n , __ . °I s° 0.36 2.40 S 2 30 10 NETWORK R CK - RIXA 1G7 6 PRINTER - TELLER 104 12 20 1 R 0.60 240 _ 9 PRINTER - TELLER 104 12 20 1 R '_- ' J - _ - -' 0.60 1.20 S 1 20 12 A SECURITY EQUIPMENTWALL-ITIELEC r07 10 11 3 RECP_T8._TV TELLER 104 - - - - _ _ CEILING RCPTS - DISPLAY 106 -- 12 - 12 � -. 20-- 20 1-- 1 S R � 0 54V � 1 20 361 Ols ,IIa ,. _ .r _� R 1 _.._. 1 20 20 1 -�._. 12 -i 10 ,_ 12 ..,., , .. RECi'TS_ R�Nf� 1[.'�t!... MICROWAVE OVEN - BREAKROOM 108 14 15 REC M 105 ASH12 20 1 R 1.2b 1.50 '3 20 12 RECEPT, COUNTER TOP BREAKROOM 108 16 ATM -CCASH 10 30 1 5 3.00 1.50 R 1 20 10 RECEPT COUNTER TOP BREAKROOM 108 18 19 NIGHT DEPOSIT- CASH ROOM 105 12 20 1 S 0.60 1.38 - _- R 1 20 10 REFRIGERATOR- BREAKROOM 108 20 21 TELLER CONNECT - CASH ROOM 105 12 1 20 1 S 1 20 1 20 S 1 20 1 12 EWC - RESTR OM VESTI BULE 110 ', 22 23 25 RCPTS. & TV -CONFERENCE ROOM 123 MOTOR_ WINDOW SHADES - ROOMS 123 12 12 20 20 1 1 R R 0.90 b.90 1.22 0 90 R R 1 1 20 20 12 12 RECPTS - RETRO� '!11,112 &, EXTEE�OR+I c t 24 RECEPTACLES AND Tsf - SAFE DEPOSIT 113'I 26 27 RECEPTACLES -WORK ROOM 122 12 20 1; 0.54 { 1 20 SPARE { 28 29 COPIERIPRINTER- PRINTROOM 121 12 20 1 R 1.20 0.54 R 1 20 12 RECEPTACLES - OFFICE 116 30 31 SHREDDER- PRINT- ROOM 121 12 20 1 R 0.60 0.54 -`� - R I 20 12 RECEPTACLES - OFFICE 117 32 33 35 _ _ RECEPTACLES...- PRI NT ROOM 121 FLOOR RECEPTACLE - ON UO ZONE 103 . ,12 _ 12 20 20 1 1 .... R ..... R -_ - `'" - 3.00 0.54 r - 0. 54 I„ 0;64 _ 4'' ? : 0,18 0,54 R_ R a. +... _ 1 20� 20 _.12..... 10 � , . RECEPTACLES OFFICE 118_. _ ,' .34 RECEPTACLES - OFFICE 119 36 37 ATM - DRIVE THRU 6 30 1 S - R 1 20 12 _RECEPTACLES - OFFICE 120 3$ 39 AITA - DRIVE THRU 6 30 1 S -- _ 3.00 0.60 S 1 20 12 TELEPHONE BOARD ROOM 107 40 1 41 EWH-1 - JANITOR CLOSET 109 10 30 1 S 2.00 0.60 S 1 20 12 TELEPHONE BOARD - ROOM 107 42 43 VAULT - ROOM 123 12 20 1 S 1.00 1 20 SPARE 44 45 47 SPARE SPARE 20 24 1 1 I j 1 1 20 20 SPARE 46 SPARE 48 - 49 SPACE 1 3 30 50 SPD 52 54 51 53 -. SPACE- _ SPACE 1 1 Phase kVA 16.960 14.940 1 16.880 Total kVA 48,780 Total Amps : 135.56 Total Lund kVA, 43.570 Deni Ltrd Amps' 121.08 LIGHTING "L": 0-000 KVA tg 1.25 DF= 0,000 KVA RECEPT "R': 20.420 KVA, 1ST 10KVA + 50g/a OF REMAINDER_- 15.210 KVA A/C "A_. 0.000 KVA I.00 DF= 0.000 KVA HEATI NG H : 0.000 KVA (p 1.00 DF= 0.000 KVA MISC S": 28.360 KVA 1.00 DF= 23,360 KVA NOTES: 1 CIRCUITED VIA LEVITCN4 LCM-30. w MAIN BREAKER - AMPS MAIN LUGS 225 AMPS PANEL LT BUS RATI NG, 225 AMPS AIC RATING 42000 AMPS - --- -�---- Phase Circuit- _ Mount_ NEMAm ..___V0 ALU 3 42 Surface 1 120 208 Z Ckt. Circuit Description Wire Size Trip Amps Brkr. Pole Load Tvpe I A Phase Load kVA I B Phase Load kVA C Phase Load kVA Load I Tvpe Brkr. Pale Trip Amps Wire Size Circuit Descr' tion Gist. # Z 1 LIGHTING- ROOAr'IS 114,123 12 20 1 L 0 61 1.20 L 1 20 i 10 ILLUMINATED BUILDING SIGN 2 1 1 3 5 7... Ll c� ITN NG ROOMS 101: 102, 103, .10 LIGHTS -ROOMS 10A 105, 107- R09, 111-113 - - - _ NIGHT LIGHTING & EXIT SIGNS 10 12 12 20 20 20 1 _ 1 1 L ..-. L 1 0.14 }I n____L- 120 34 - 1 � 20 _ - 0.74 - 1.20 .., 1 1 20 I 20 10 I 1C3 -- - ILLUMINATED BUILDING SIGN ILLUMINATED BUILDING SIGN - ; 4 6 1 1 _- _ L 1 20 10 ILLLICviIkATED BUILDING SIGN 8 1 9 DRIVE THRU ATM SIGNS 12 20 1 L L 1 20 12 -"TIN - DISPLAY' 1i36 I0 1 11 ENTRANCE & DRIVE THRU CANOPY LIGHTING12 20 1 L - -- - 0.81 .,.72 ' L 1 20 10 ' DRIVE THRU ATM SURROUND LIGHTS 12 1 13 SITE LIGHTING 12 20 2 L 0.39 A = v 1 20 SPARE 14 15 L _ 0.39 1 20 l SPARE 16 1 17 19 SITE LIGHTING 10 20 2 L - - - 0,39 _ , - -- 0,39 . --_ 1 - -- 20 _ --- - 20 - ---- SPARE _._ _..._ SPARE 18 L 1 0 1 21 ILLUMINATED SITE MONUMENT SIGN 8 20 1 L -y' - 1.20 - 1 _ 20 SPARE 22 23 SPARE 20 1 - : 1 20 SPARE 24 25 SPARE 20 1 _ - _ 1 20 SPAf2E 2S 27 SPARE 20 1 1 20 SPARE 28 29 31 SPARE SPARE 20 20 1 1 - - - _ 1 1 20 20 SPARE - SPARE 30 32 _- 33 SPARE 20 1 - 1 20 SPARE 34 35 37 SPARE _ SPARE 20 20 1 1 - - 1 20 SPAf;E SPD 36 38 3 30 39 SPARE 20 1 40 ' 41 SPARE 20 1 42 Phase kVA 3,940 5.279 3.667 Total kVA 12.885 Total Am s 35.81 Total Demand kVA 16.106 Dam Load AMPSAMPS1 44.76 LIGHTING "L": 12.885 KVA @ 1,25 DF= 16.106 KVA RECEPT "R": 0.000 KVA, 1ST 10KVA + 50`Y, OF F EMAI NDER= 0.000 KVA AtC "A": 0.000 KVA 1.00 DF= 0.000 KVA HEATING "H": 0.000 KVA 1.00 DF= 0.000 KVA MISC' S". 0.000 KVA . 1.00 DF= 0.000 KVA NOTES: 1 CIRCUITED VIA LEVITON LCM-30 co w U, Q1. 1 ~ Z a hz Is J Z ® o 3 'O ;01 U o co m:2 O pe J md. 00 00 t !?uri :O �w IL 0) U ca 0) N N 19 T co4o �rnU rnLOCN 00 Q, (A c MCO L S- coo m M.- •L p fh O � LL O L �N C p@ . - Co m ca _v E a ar ^ LL m aD � CD2 06 *�oa � ro� a) }+ ,) v I L,) h- rn �9 q U a f9 U g ca T 04 0 LL L N r Q CO O O O O cfl m O C W E C� c O E � / � o Mv III U I L I I- = m W N c �L U v a� W IZ c O o U O] cn U a� w a o N O 1 1 2 3 4 5 6 17 18 9 110 111 ' 12 ' sheet no. THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REND WEDDING ARCHITECTS &PLANNERS, AIA,INC. NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. ERVED. POWER RISER DIAGRAM A N D SCHEDULES E 5 'r SCALE: AS NOTED I G F E D a o' 0 Q a z co - I w a� U) Q U c C L Q N U) L c I r-� N O (0 vi O m O B I CO O N / E a U) I O A O Z O N N O Q O LEVITON #ODC10-MDW CEILING MOUNTED LINE VOLTAGE OCCUPANCY SENSOR CEILING MOUNTED OCCUPANCY SENSOR WIRING DETAIL LIGHTING CONTROL DEVICE WIRING NOT TO SCALE BILL OF MATERIALS ITEM NUMBER MANUFACTURER ITEM DESCRIPTION J-300E-MSTP-IP TRIDIUM JACE 3E CONTROLLER W/ BACNET MSITP & BACNET IP WPM -US TRIDIUM WALL ADAPTER FOR JACE, 90-240 VAC - 50/60 HZ MPM-VS-E14-5045 SCHNEIDER ELECTRIC MPM-VS VAV MANAGER WI ENOCEAN 902MHZ, ZIGBEE PRO, MODBUS, 610, FLOW SENSOR MGT2440 MG ELECTRONICS TRANSFORMER FOR MPM, AC POWER N001-003-BL TRIPP-LITE NETWORK / ETHERNET CABLE, 3-FT, BLUE - - I I Cfl 0l+LJ\I l- CI 0CI C n11111ICOCn IIIIIOCI C00 I lr'UT11.1l% MICOOInE 0111IITr%U LEVITON #73A00-3ZB OWIRELESS LOAD CONTROL MODULE WATER HEATER 73A00-3ZB WIRELESS LOAD 120VAC Q CONTROL MODULE LINE W $OS ZSS10-NXZ OSSMT-GDW O O WIRELESS ROCKER WALL SWITCH WALL SWITCH OCCUPANCY DETECTOR O T-F BLUE O O 120VAC 120VAC BLUE HOT (BLACK) HOT (BLACK) � O O LOAD 00 O O LOAD o (ORANGE) GREEN (BLACK) WHITE NEUTRAL GROUND — NEUTRAL GROUND _ (BLACK) (WHITE) (ORANGE) 100-250VAC FROM BREAKER (WHITE) (WHITE) LEVITON #73A00-3ZB LEVITON #73A00-3ZB WIRELESS LOAD WIRELESS LOAD CONTROL MODULE O CONTROL MODULE O O� O O� O O O O Co O q O OP O O OP O `__ - O O �0 B O O O RECEPTACLE LOADS \rI SUNTRUST ILLUMINATED SITE & BUILDING MOUNTED SIGNAGE WIRELESS ROCKER WALL SWITCH WIRING DETAIL LEVITON #73A00-3ZB OWIRELESS LOAD 2 CONTROL MODULE DRIVE-THRU CANOPY & EXTERIOR LIGHTING WALL SWITCH OCCUPANCY DETECTOR WIRING DETAIL WIRELESS LOAD CONTROL MODULE WIRING DETAIL KEY NOTES: 1. EQUIPMENT PROVIDED BY OTHERS, POWER WIRING BY ELECTRICAL CONTRACTOR. 2, EQUIPMENT FURNISHED BY OTHERS, INSTALLATION & WIRING BY ELECTRICAL CONTRACTOR. 3. EQUIPMENT PROVIDED BY ELECTRICAL CONTRACTOR. SCHNEIDER ELECTRIC #SED-1 RS-U-5045 OSELF -POWERED 2 WIRELESS LIGHTING OVERRIDE SWITCH �P LEVITON #ZSS10-NXZ OWIRELESS ROCKER WALL 2 SWITCH T LEVITON #ZSS10-NXZ OWIRELESS ROCKER WALL 2 SWITCH LEVITON #ZSS10-GXZ OTELLER CONNECT SIGNAGE CONTROL $OS LEVITON #OSSMT-GDW WALL SWITCH O OCCUPANCY DETECTOR O OFFICES, WORK SPACES & UTILITY ROOMS LIGHTING OS LEVITON #ODC10-MDW CEILING MOUNTED LINE VOLTAGE OCCUPANCY SENSOR O CONF. ROOM, WORK SPACES & RESTROOMS LIGHTING CIRCUIT SWITCHED WALL SWITCH - TYPE AS INDICATED ON LIGHTING FLOOR PLAN, REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION TYPICAL LIGHTING CONTROL SYSTEM DIAGRAM NOT TO SCALE 1 2 13 14 5 6 7 8 9 10 11 12 THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS & PLANNERS, AIA, INC. WIRING DIAGRAM NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. SCALE: AS NOTED p �. �Q''. y • > Oro 47 :2 n 00. m-t LLJ J 00•Z `- Z w �(L W V c CCD . e a m N N °ems � T U yr U) OR' � L m2 ^, W M •L m O C o iz L c p U C L CO Ma ' a.. Q :2 i+ E ~ � U d N UL° to F- ' c N Z' u a :_M .j U m .D ■ � r O Jc 't N U. '�n O / , N_ L Q to a � O O O � I m Q LW � U F— L-L_ •2 ' O p E (� o U co a:: = c J = C� N � w 0 0 .Q v a 0 M W c O o L` v M m � m v cn co U N Li v rzi N O sheet no. E-6 CONSULTANTS (EXHIBIT "A" OF TITLE, AS PROVIDED BY CLIENT) (;-1 COVER SHEET DEVELOPER L C 1 PLANNING /ZONING SUNTRUST BANK DUKE ENERGY CITY OF ZEPHYRHILLS PLANNING/ZONING LOT 2, NORTH TOWN CENTRE, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN C-2 GENERAL NOTES 200 S. ORANGE AVENUE 4121 ST. LAWRENCE STREET 5335 8TH STREET PLAT BOOK 50, PAGES 31 AND 32, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ORLANDO, FLORIDA 32801 NEW PORT RICHEY, FLORIDA 34653 ZEPHYRHILLS, FLORIDA 33542 1 of 2 BOUNDARY & TOPOGRAPHIC SURVEY PHONE: (407) 237-4835 PHONE: (813) 783-6944 PHONE: (813) 780-0006 EASEMENT 1: ATTIC: MIKE PETERSON ATTIC: DARYL FOSHEE ATTIC: TODD VANDEBERG TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED 2 of 2 BOUNDARY & TOPOGRAPHIC SURVEY ENGINEER AT R LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS AND BUILDING EASEMENTS BY AND BETWEEN JAMES H. BINGHAM, ROBERT KURLANDER, THOMAS E. OAKLEY D-1 DEMOLITION PLAN CPH, INC. CITY OF ZEPHYRHILLS AND WAL-MART STORES EAST, INC., RECORDED IN OFFICIAL RECORDS BOOK 4626, PAGE 24, OF 1031-C W. 23rd STREET 5335 8TH STREET CITY OF ZEPHYRHILLS THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. PANAMA CITY, FLORIDA 32405 ZEPHYRHILLS, FLORIDA 33542 5335 8TH STREET C-3 STORMWATER POLLUTION PREVENTION PLAN PHONE: (850) 563-1490 PHONE: (813) 780-0029 ZEPHYRHILLS, FLORIDA 33542 EASEMENT 2: ATTN.: YVONNE PAGUADA, P.E. ATTN.: JOHN BOSTIC PHONE: (813) 780-0020 X 3513 C-4 STORMWATER POLLUTION PREVENTION DETAIL ATTN.: JACKIE BOGES SURVEYOR SEWER TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN DECLARATION OF EASEMENTS BY C-4.1 STORMWATER POLLUTION PREVENTION DETAIL CPH, INC. CITY OF ZEPHYRHILLS STORMWATER AND BETWEEN WAL-MART STORES EAST, INC., KOB PROPERTIES, LLC, LOWE'S HOME CENTERS, 520 PALM COAST PARKWAY S.W. 5335 8TH STREET INC., AND OAKLEY GROVES, INC., RECORDED IN OFFICIAL RECORDS BOOK 5740, PAGE 991, AS C-5 SITE DIMENSION PLAN PALM COAST, FLORIDA 32137 ZEPHYRHILLS, FLORIDA 33542 SWFWMD AMENDED IN OFFICIAL RECORDS BOOK 6023, PAGE 1599, OF THE PUBLIC RECORDS OF PASCO PHONE: (386) 445=6569 PHONE: (813) 780-0029 2379 BROAD STREET COUNTY, FLORIDA. ATTN.: JEFFREY W. PATTERSON, PSM ATTN.: JOHN BOSTIC BROOKSVILLE, FLORIDA 34604 C-6 SITE GRADING AND DRAINAGE PLAN PHONE: (352) 796-7211 EASEMENT 3. .ARCHITECT NATURAL GAS ATTN.: REVIEWER C-7 COMPOSITE UTILITY PLAN TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED ROBERT REID WEDDING ARCHITECTS & TECO PEOPLES GAS LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN GRANTING OF NON-EXCLUSIVE, C-8 GENERAL DETAILS PLANNERS, AIA, INC. 1400 CHANNELSIDE DRIVE FIRE PERPETUAL EASEMENT FOR STORM WATER RETENTION BY AND BETWEEN KOB PROPERTIES, 4112 CYPRESS STREET TAMPA, FLORIDA 33605 LLC, AND BVTWB ZEPHYRHILLS, LP, RECORDED IN OFFICIAL RECORDS BOOK 6026, PAGE 195, TAMPA, FLORIDA 33607 PHONE: (813) 927-7719 ZEPHYRHILLS FIRE STATION NOA OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. C-9 CITY OF ZEPHYRHILLS UTILITY DETAILS PHONE: (813) 879,6996 ATTIC: MIKE DORTCH 6907 DAIRY ROAD ATTN.: RICHARD FLEMING ZEPHYRHILLS, FLORIDA 33542 EASEMENT4: (1-9,1 CITY OF ZEPHYRHILLS UTILITY DE -AILS PHONE: (813) 780-0020 LANDSCAPE TELEPHONE ATTN.: BILL SURGES TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LOT AS CREATED BY AND SET FORTH IN THAT CERTAIN GRANTING OF NON-EXCLUSIVE, �'-1 O F®®T STANDARD DETAILS ARCHITECT FRONTIER 2 14450 BURNHAVEN DRIVE PUBLIC WORKS/E N G PERPETUAL EASEMENTS FOR INGRESS/EGRESS, DRAINAGE AND UTILITIES BY AND BETWEEN CPH, INC. BURNSVILLE, MINNESOTA 55306 . KOB PROPERTIES, LLC, AND BVTWB ZEPHYRHILLS, LP, RECORDED IN OFFICIAL RECORDS BOOK L-1 LANDSCAPE PLAN 500 WEST FULTON STREET PHONE: (866) 491-5288 X 2123712 CITY OF ZEPHYRHILLS (CITY MAINTENANCE FACILITY "A") 6026, PAGE 206, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SANFORD, FLORIDA 32771 ATTN.: DENISE G. ULRICH 39421 SOUTH AVENUE L-2 LANDSCAPE NOTES AND DETAILS PHONE: (407) 322-6841 ZEPHYRHILLS, FLORIDA 33542 ATTN.: JAMES K. WINTER, R.L.A., C.L.A.R.B. PHONE: (813) 780-0022 ATTN.: SHANE J. LABLAC IR-1 IRRIGATION PLAN NOTES IR-2 IRRIGATION DETAILS E-2 ELECTRICAL SITE PLAN 1. ALL CONSTRUCTION MUST MEET ALL AGENCIES CODES AND LAND DEVELOPMENT REGULATIONS. W PLANS NOT INCLUDED THIS RELEASE 2. ALL OTHER PERMITS REQUIRED FOR THIS PROJECT MUST BE OBTAINED. A FLORIDA DEP NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER AN NPDES PERMIT MUST BE FILED WITH FLORIDA DEP FOR ALL SITES WHICH ARE ONE (1) ACRE AND GREATER. *NOTICE* THE SIZE OF THESE PLANS MAY HAVE BEEN SLIGHTLY ALTERED BY REPRODUCTION PROCESSES, THIS MUST BE CONSIDERED WHEN SCALING ANY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING DATA. FBEFORE YOU DIG! SHINE STATE ONE CALL OF FLORIDA EAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH I e OF FLORIDA, INC. Know what's below. www.calisunshine.com Call before you dig. A Full Service E° Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland ®�N��rrr11 1 11 m ( ° c % ,» 0 .a JrA.. 'k a'�a�ti,u.tY CL W w a W O u- > 00 a) :DCK W U W 0 0MCIC1C1ClC1 W o = Q N � � a � a� cYJ ® N Z o U ¢ 0 ICU ® W Plans Prepared By. CPH, Inc. 1031-C W 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.S. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sheet No. GENERAL PROVISIONS 1 . THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. 2. ALL CONSTRUCTION PROJECTS I OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIRED TO COMPLY NTH THE NPIDES GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 3. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. CPH, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION. 4. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. 5. THE CONTRACTOR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK- THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 6. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUALITY CONTROL TESTING. AS A MINIMUM, TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY REQUIREMENTS C) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, MATERIAL�, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING. 8. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING, INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION, TESTING OR APPROVAL- 9. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES. 10. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. 11. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK. CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE OWNER OR JURISDICTIONAL AGENCY. EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER. UTILITY GENERAL NOTES 1 . THE UTILITY DATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIELD RECONNAISSANCE. 2. THE LOCATION, MATERIAL TYPE, AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR- THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SETUP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONT ACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING "81 1" AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM. THE CONTRACTOR SHOULD CONTACT ALL NON -PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 4. THE FOLLOWING UTILITIES INFORMATION/CONTACTS SHOWN ON COVER SHEET. 5. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION RELATED MATTERS WITH EACH UTILITY. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE ENGINEER. 8. THE CONTRACTOR SHALL FIELD LOCATE ALL WATER AND SEWER SERVICES AND LATERALS WITHIN THE PROPOSED CONSTRUCTION AREA PRIOR TO CONSTRUCTION AND ADJUST THE PROPOSED CONSTRUCTION AS NEEDED TO ACCOMMODATE THESE EXISTING LINES. 9. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FIDEP CONSTRUCTION PERMIT, THEN � SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP. . 10. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCA-FION, DEPTH, SIZE, I MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY (A) A CHANGE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROjECT AND THE REASONS THEREFORE, SHALL BE SUBMIT-TED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACTOR'S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 11. THE CONTRACTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, . I PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE TESTING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. AS -BUILT DRAWING REQUIREMENTS . � . 1. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER AT LEAST THREE WEEKS PRIOR TO FINAL . INSPECTION. ALL AS -BUILT DATA SHALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY. .� 2. ALL RECORD DRAWING$ SHALL BE PREPARED BY THE CONTRACTOR IN ACAD FORMAT USING CONSTRUCTION PLAN SHEETS � PROVIDED BY THE ENGINEER. AS -BUILT INFORMATION SHALL BE FIELD VERIFIED, MEASURED, ADDED TO THE ACAD FILES OF THE I CONSTRUCTION PLAN SHEETS PROVIDED BY THE ENGINEER, AND CERTIFIED, SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR WHO WILL BE RESPONSIBLE FOR THE ACCURACY OF ALL DIMENSIONS AND ELEVATIONS. 1 3. THE X, Y AND (Z) LOCATION BASED ON THE COORDINATE SYSTEM FLORIDA EAST ZONE STATE PLANE COORDINATE FEET NAD 83, � � OF ALL VALVES (CENTER OF PIPE), MANHOLES, INLETS, VALVE BOXES (GRADE), HYDRANTS (GRADE), BLOW OFFS (GRADE), SAMPLE POINTS (GRADE) AND METER BOXES (GRADE) ETC. SHALL BE CLEARLY SHOWN. ACCEPTABLE POSITION ACCURACY SHALL BE SUB -METER OR BETTER FOR COMPATIBILITY WITH GLOBAL POSITIONING SYSTEM (GPS) EQUIPMENT. THE VERTICAL DATUM USED � SHALL BE NAVID 88 UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS. . 4. THE AS -BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: . � . A. HORIZONTAL LOCATIONS ANDVERTICAL ELEVATIONS FOR ALL UTILITY AND STORM STRUCTURES INCLUDING BUT NOT I LIMITED TO MANHOLES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS. t B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES. C. STORMWATER POND TOP OF BERM AND POND BOTTOM ELEVATIONS AND HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF TEN LOCATIONS PER POND, AT LOCATIONS DESIGNATED BY THE ENGINEER. TOP OF POND HORIZONTAL DIMENSIONS ARE ALSO TO BE TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS -OF -WAY. D_ STORMWATER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND SKIMMERS. E. STORMWATER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS. F. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC. G. VERTICAL ELEVATIONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING OR NEW) IN ORDER TO DOCUMENT THATTHE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET. H. UTILITY PIPELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES IN HORIZONTAL OFFSET. 1. PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS. J_ ALL PARKING AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREMENTS IN ORDER TO VERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET- K. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS. L. WHERE THE PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE AS -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL HORIZONTAL LOCATION. M. WHERE THE PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE AS -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED VERTICAL ELEVATION- 5. RECORD DRAWINGS ARE TO BE PREPARED BY THE CONTRACTOR, CERTIFIED BY THE CONTRACTOR'S LICENSED SURVEYOR, AND DELIVERED TO THE ENGINEER FOR REVIEW. THE ENGINEER WILL REVIEW THE DRAWINGS FOR COMPLETENESS IN ACCORDANCE WITH THE REQUIREMENTS OF THESE NOTES WITHIN SEVEN (7) FULL WORKING DAYS. FOR PRELIMINARY REVIEW, SUBMITTAL IN ACAD AND PDF FORMAT IS SUFFICIENT AND SIGNED AND SEALED COPIES ARE NOT NECESSARY. FINAL SUBMITTAL OF COMPLETE RECORD DRAWINGS SHALL CONSIST OF ONE SET SIGNED AND SEALED BY THE CONTRACTOR'S LICENSED SURVEYOR PLUS ACAD AND PDF FILES OF THE RECORD DRAWINGS DELIVERED TO THE ENGINEER. IF THE DRAWINGS ARE FOUND TO BE INCOMPLETE OR INACCURATE, THE DRAWINGS WILL BE RETURNED TO THE CONTRACTOR FOR CORRECTION- 6. IN CASES WHERE THE OWNER DETERMINES PARTIAL CLEARANCES FROM PERMITTING AGENCIES ARE BENEFICIAL TO THE OWNER FOR COMPLETED PORTIONS OF THE PROJECT, PROVIDE PRELIMINARY RECORD DRAWINGS (ACAD FORMAT) TO THE ENGINEER FOR ITS USE IN PREPARING THE PARTIAL CLEARANCE APPLICATIONS FOR THE OWNER. 7. COMPLETE RECORD DRAWINGS THAT ARE FOUND TO BE SATISFACTORY AS A RESULT OF THE ENGINEER'S REVIEW WILL BE USED AS THE BASIS FOR THE FINAL PROJECT RECORD DRAWINGS PREPARED BY THE ENGINEER USING THE CONTRACTOR PROVIDED RECORD DRAWINGS PLUS ENGINEER ADDED INFORMATION. 8. COMPLETE SIGNED AND SEALED RECORD DRAWINGS ARE REQUIRED TO BE DELIVERED TO THE OWNER PRIOR TO FINAL INSPECTION OF THE PROJECT. FINAL INSPECTIONS WILL ONLY BE SCHEDULED UPON RECEIPT OF SIGNED AND SEALED RECORD DRAWINGS THAT HAVE BEEN REVIEWED BY THE ENGINEER AND DELIVERED BY THE ENGINEER TO THE OWNER. TRAFFIC CONTROL 1 . THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M,O.T.) PLAN PRIOR TO CONSTRUCTION, THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN AND INSTALLED TRAFFIC CONTROL MEASURES SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. IN GENERAL, ROADWAY AND DRIVEWAY LANE CLOSURES ARE PROHIBITED DURING CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THESE PLANS. IN THE EVENT IT IS DETERMINED THAT ROADWAY AND DRIVEWAY LANE CLOSURES WILL BE ALLOWED, THE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. 2. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL TRAFFIC CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION- 3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. 4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION. 5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. 7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. WHEN WORK OCCURS WITHIN 15-FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 600 AND 602. 9. TYPE I OR TYPE 11 BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. SITE PREPARATION 1- UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALLTHE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK. 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVER IS FURTHER. UTILITY PIPELINE CONSTRUCTION - TREES AND SHRUBS TO REMAIN OUTSIDE A 15 FOOT WIDE PATH, CENTERED ON THE PIPELINE. 5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD . � 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER- 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK. 8. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES. 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 18" BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. 10. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS. DEWATERING 1 . DESIGN AND PROVIDE A DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT WITH CURRENT INDUSTRY PRACTICE. PROVIDE A DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES, AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. WHERE NECESSARY TO THESE PURPOSES, LOWER WATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELLS, WELLPOINTS, OR SIMILAR POSITIVE METHODS. MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVATIONS. PROVIDE PIEZOMETERS IF DIRECTED BY THE ENGINEER TO DOCUMENT THE GROUNDWATER LEVEL IS BEING MAINTAINED. 2. CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, GROUNDWATER, OR ARTESIAN HEAD. 3. DEWATERING DISCHARGE FROM THE SITE SHALL COMPLY WITH ALL NPDES GENERAL PERMIT REQUIREMENTS AND STATE WATER QUALITY STANDARDS. PROVIDE ALL TESTING AND PERM17TING REQUIRED AND COMPLY WITH ALL TREATMENT OR DISPOSAL METHODS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 4. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES, SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL(S), LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPM. 5. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100,000 GPD TOTAL 24 HOUR (1 DAY)DEWATERING,AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT- 6. CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUB -GRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION AND/OR BACKFILL IS COMPLETED TO PREVENT DAMAGE OF SUB -GRADE SUPPORT, PIPING, STRUCTURE, SIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE- 7. WHEN CONSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE, INCLUDING WELLS AND RELATED TEMPORARY ELECTRICAL SERVICE. EXCAVATION, TRENCHING, AND FILL 1 . THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS- 3. POND CONSTRUCTION SHALL RESULT IN THE FINISHED POND HAVING SIDE SLOPES AND DIMENSIONS THAT ARE IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THESE REQUIREMENTS HAVE BEEN MET. IF THE CONSTRUCTED SIDE SLOPES ARE STEEPER THAN THE REQUIRED SIDE SLOPES, OR THE POND VOLUME IS NOT WITHIN THREE (3) PERCENT OF THE DESIGN VOLUME, THE CONTRACTOR MAY BE REQUIRED TO MAKE CORRECTIONS TO THE POND AT NO ADDITIONAL COST TO THE OWNER. 4. FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 1 0,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER- B) ONE TEST FOR EACH 1 00 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE fEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH ' D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS. 5. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE. A- ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-24, A-2-61 ASTM D2487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN 10% OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. B. UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-2-7, A-4, A-5, A-6, A-7, A-8, ASTM D2487 CLASSIFICATION GC� SC, ML, MIA, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 6. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 7. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY. 8. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACING, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH- VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 9. SHEETING, SHORING, AND BRACING USED FOR THE SUPPORT OF EXCAVATIONS OVER 20 FEET DEEP SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF FLORIDA. 10, ALL EXCAVATIONS SHALL BE MADE BY OPEN CUT UNLESS OTHERWISE INDICATED. SLOPE SIDES OF TRENCHES IN ACCORDANCE WITH OSHA REQUIREMENTS AND THE RECOMMENDATIONS CONTAINED WITHIN THE PROJECT GEOTECHNICAL REPORT. 11. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED FOR INDICATED FLOW LINES AND INVERT ELEVATIONS. OVER EXCAVATE TRENCHES A MINIMUM OF 2 FEET WHERE EXCAVATIONS OCCUR WITHIN UNSUITABLE SOILS, AND REPLACE OVER EXCAVATED MATERIAL WITH SUITABLE SOILS. 12. EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TOP OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE. 13. TRENCH BOTTOMS AND THE BOTTOMS OF ALL STRUCTURES SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE TRENCH OR STRUCTURE. 14. ALL BEDDING, FILL, AND BACKFILL MATERIAL SHALL BE SUITABLE SOILS OR FLOWABLE FILL. WHERE TRENCH OR EXCAVATION IS WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATIONS, OR SLABS, PLACE BACKFILL IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL AND BACKFILL IN LAYERS OF 12 INCH LOOSE DEPTH. 15. MINIMUM DENSITY REQUIREMENT (ASTM D1557 OR AASHTOT180): BACKFILL AND FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS, FOUNDATIONS = 98 PERCENT; BACKFILL AND FILL PLACED WITHIN PUBLIC ROAD RIGHT-OF-WAY AND UTILITY EASEMENTS = 95 PERCENT, BACKFILL AND FILL PLACED WITHIN POND AND ROAD EMBANKMENT = 95 PERCENT; BACKFILL AND FILL PLACED IN ALL OTHER AREAS = 90 PERCENT. UTILITY SEPARATION REQUIREMENTS 1, THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER, STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAJN, VACUUM TYPE SANITARY SEWER. B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. 0. THE OUTSIOM OP WATER MAINS SHALL BE A MINIMUM OFTEN FERT FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAJNFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 2. THE VERTICAL SEPARATION BETWEEN WATER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OUTSIDE OF THE SEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVITY SANITARY SEWER JOINTS. B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN GROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. ATTHE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. 3. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY SEWER MANHOLE. 4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (-WEEP HOLE) IS AT LEAST: A. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR VACUUM TYPE SANITARY SEWER. B_ SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. C_ TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS DO NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 5. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES TO BE CONSIDERED FOR COST EVALUATION WITH NO GUARANTEE THEY WILL BE APPROVED FOR IMPLEMENTATION WHERE IT IS NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS. EXCEPTIONS FROM MEETING THE PIPE SEPARATION REQUIREMENTS, WITHOUT MITIGATION, SHALL BE ALLOWED ONLY BY FIDEP IF TECHNICAL OR ECONOMIC JUSTIFICATIONS FOR EACH EXCEPTION PROVIDED BY THE ENGINEER ARE ACCEPTABLE TO FIDEP AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROM THE ENGINEER AND APPROVAL FROM FIDEP ON A CASE BY CASE BASIS. ALL POSSIBLE MEASURES TO ACHIEVE COMPLIANCE WITH THE PIPE SEPARATION REQUIREMENTS SHALL BE CONSIDERED FIRST ALONG WITH DESIGN CHANGES TO MEET THE REQUIREMENTS BEFORE THE ENGINEER SUBMITS A JUSTIFICATION OF AN EXCEPTION TO FIDEP FOR APPROVAL. IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER AND APPROVAL BY FDEP COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO ADDITIONAL COST. A. WHERE A WATER MAIN IS LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN THE JOINTS IN THE OTHER PIPELINE: 1) USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FOR A GRAVITY OR VACUUM TYPE PIPELINE. 2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER PIPELINE. 3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE- B. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION: 1 ) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL TO 0.25 INCH THICK DUCTILE ]RON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE COVEYS WASTEWATER. WATER DISTRIBUTION SYSTEMS 1 . THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER SYSTEMS SHOWN ON THESE PLANS IS CITY OF ZEPHYRHILLS, THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF CITY OF ZEPHYRHILLS. 2. ALL WATER MAIN PIPE SHALL BE EITHER DUCTILE IRON OR PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. INSTALL ALL WATER MAINS AT A MINIMUM 36 INCHES OF COVER. 4. BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSIIAVWVA C150/A21.50 AND C151/ A21-51, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER = PC 350-1 B) 14" THROUGH 24" DIAMETER = PC 250, C) 30" THROUGH 64" DIAMETER = PC 200. 5� EXPOSED PIPE 4" AND LARGER SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI C1 15/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4" DIAMETER = TC 54; B) 6" THROUGH 24" DIAMETER = TC 53 6. DUCTILE IRON PIPE AND FITTINGS WITHIN 1 0 FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSI/AWWA C105/A21.5. 7. PVC PIPE 4" - 12" SHALL CONFORM TO AWWA C900. PIPE 14" - 30" SHALL CONFORM TO AV,ANA C905. PIPE SHALL CONFORM TO ASTM D1784, TYPE 1, GRADE 1, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 235 (DR18) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS - JOINTS SHALL BE RUBBER GASKETED CONFORMING TOAWWAC900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE GASKET IN PLACE. 8. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA C1 IO/A21.10 OR ANSI/AWWA C1 53/A21-53. ALL FULL BODY (Cl IO/A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM- ALL COMPACT FITTINGS (C153/A21.53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. 9- ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED AND COATED- INTERIOR LINING SHALL BE STANDARD THICKNESS CEMENT MORTAR LINING PER ANSIIAWWAC104/A21.4. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL BEA PETROLEUM ASPHALTIC COATING IN ACCORDANCE WITH ANSUAWWA C110/A21.10. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS, AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT (INTERMEDIATE COAT) SHALL BE 4.0-10.0 MIL DFT TNEMEC COLOR HI -BUILD EPDXOLINE 11 SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2-0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY. 10. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AVWVAC1111A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED- 11. RESTRAINED JOINTS FOR DUCTILE IRON PIPE BELL JOINTS SHALL BE AMERICAN FAST GRIP GASKET, MCWANE SURE GRIP 350 GASKET, U.S. PIPE FIELD LOK 350 GASKET, OR EBAA IRON MEGA LUG SERIES 110OHD. RESTRAINED JOINTS FOR DUCTILE IRON PIPE AND FIT71NG MECHANICAL JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 1100, STAR GRIP SERIES 3000, OR TYLER UNION TUF-GRIP SERIES TLD. LOCKING BELL JOINT RESTRAINT SHALL BE AMERICAN FLEX RING JOINT, AMERICAN LOK-RING JOINT, OR U.S. PIPE TR-FLEX. RESTRAINED JOINTS FOR PVC PIPE MECHANICAL JOINTS SHALL BE TYLER UNION SERIES 2000 TUF GRIP TLP, JCM SUR-GRIP BELL RESTRAINER, FORD UNI-FLANGE SERIES 1500 CIRCLE LOCK, OR EBAA IRON MEGA LUG SERIES 2000PV. RESTRAINED JOINTS FOR PVC PIPE PUSH ON JOINTS SHALL BE EBAA IRON MEGA LUG SERIES 1500 OR SERIES 1600 (C900 PVC), SERIES 2800 (C905 PVC), FORD UNI-FLANGE SERIES 1390, OR SMITH-BLAIR BELL-LOK SERIES 165- PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. 12. POLYETHYLENE PIPE AND TUBING USED FOR SERVICE LINES %-3 INCH DIAMETER SHALL BE POLYETHYLENE IN ACCORDANCE WITH AWWA C901, STANDARD CODE DESIGNATION PE 4710, SDR 9 (OUTSIDE DIAMETER BASED DIMENSION RATIO), 250 PSI. PIPE SHALL BE COLOR CODED BLUE (POTABLE WATER). PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAGE TO WHICH THEY ARE TO BE APPLIED. JOINTS IN SDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE- FITTINGS SHALL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS. PROVIDE ADAPTERS AS REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. 13. SERVICE SADDLES SHALL MEET THE REQUIREMENTS OF AWWA C800 AND SHALL CONSIST OF EPDXY COATED DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM A536, WITH DOUBLE STAINLESS STEEL STRAPS, BOLTS, WASHERS AND NUTS. STAINLESS STEEL SHALL BE TYPE 304, AND NUTS ARE TO BE TEFLON COATED. THE DUCTILE IRON BODY IS TO BE FUSION BONDED NYLON COATED, MINIMUM THICKNESS 12 MILS, OUTLET OF SADDLE IS TO HAVE NPT THREADS. SERVICE SADDLES SHALL BE MANUFACTURED BY FORD, MUELLER, OR SMITH-BLAIR. 14. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. CONFORMANCE WITH AWWA C800 AND C901 IS REQUIRED. THE CONTRACTOR SHALL CUT "W"IN THE TOP CURB OF EACH WATER SERVICE AND A'V' AT ALL VALVE LOCATIONS. CUT WS AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. 15. UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS- CONTRACTOR SHALL CONSTRUCT WATER SERVICE TO THE CORPORATION STOP. 16. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE, VALVES OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. 17. VALVES 4 INCHES AND LARGER SHALL BE LINED AND COATED. BURIED AND EXPOSED VALVES SHALL BE COATED INSIDE AND OUT WITH A RUST INHIBITING EPDXY PRIMER, FOLLOWED BY AN EPDXY COATING MEETING THE REQUIREMENTS OF AWWA C550, APPLIED AT THE FACTORY. THE INTERIOR OF VALVES WITH A CAST IRON OR DUCTILE IRON BODY SHALL BE COATED WITH AN EPDXY PROTECTIVE COATING MEETING NSF INTERNATIONAL STANDARD 61 AND AWWA C550. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH A TWO COAT SYSTEM. THE FIRST COAT (INTERMEDIATE COAT) SHALL BE 4.0-10.0 MIL DFT TNEMEC COLOR HI -BUILD EPDXCLINE 11 SERIES N69 OR APPROVED EQUAL, AND THE FINAL COAT SHALL BE 2.0-3.0 MIL DFT TNEMEC ENDURASHIELD SERIES 73 OR APPROVED EQUAL. THE FINAL COAT PAINT COLOR SHALL BE AS SELECTED BY THE LOCAL UTILITY. 18. ALL VALVES 12" AND SMALLER SHALL BE GATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS- GATE VALVES 3 INCHES TO 12 INCHES SHALL CONFORM TO AWWA C509 OR AWWA C515- THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MOLDED RUBBER WEDGE COMPLYING WITH ASTM D2000, NON -RISING STEM WITH O-RING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. 19. TAPPING SLEEVES ARE TO BE 18-8 TYPE 304 STAINLESS STEEL AND STAINLESS STEEL OUTLET, AS MANUFACTURED BY JCM OR APPROVED EQUAL. TAPPING VALVES SHALL BE RESILIENT SEATED GATE VALVES AND SHALL CONFORM TO THE REQUIREMENTS OF AWWA C509- TAPPING VALVES SHALL BE AMERICAN FLOW CONTROL SERIES 2500, CLOW SERIES F-61 00, OR MUELLER SERIES A2361. 20. VALVES 14" AND LARGER SHALL BE BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLASS 150. VALVE BODY SHALL BE MECHANICAL JOINT END TYPE VALVE CONSTRUCTED OF CAST IRON OR DUCTILE IRON. DISC SHALL BE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIBS TRANSVERSE TO FLOW. DISC SHALL BE CAST IRON OR DUCTILE IRON. THE RESILIENT SEAT SHALL MATE WITH A 304 OR 316 STAINLESS STEEL SURFACE. 21. VALVE SEATS SHALL BE MECHANICALLY RETAINED, AND MAY BE INSTALLED ON EITHER THE BODY OR DISC- O-RING SEATS ON VALVE DISCS ARE UNACCEPTABLE- SEATS FOR VALVES 14" DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WITHOUT THE USE OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED TRAVELING -NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED, 22. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3116 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE. CENTER SECTION, AND TOP SECTION WITH COVER- VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION "WATER". 23. PVC PIPES SHALL BE COLOR CODED BLUE (WATER MAINS) AND STENCILED (0.75-INCH LETTERING ON THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION) 'POTABLE WATER MAIN" AS APPLICABLE. 24. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. APPLY TAPE TO SURFACE OF PIPE, CONTINUOUSLY EXTENDING FROM JOINT TO JOINT. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON BLUE BACKGROUND (WATER MAINS). PLACE TAPE AS FOLLOWS: 2" - 8" PIPE -CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE -PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER -PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 25. INSTALL WARNING TAPE ALONG ALL PIPELINES, PLACED 2 FEET ABOVE PIPE. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE. TAPE SHALL BE COLORED BLUE (WATER MAINS). 26. INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLOR -CODED 10 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2" AND LARGER- LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER CITY REQUIREMENTS- CHECK WIRE FOR ELECTRICAL CONTINUITY. 27. ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 76% OF THE MANUFACTURERS RECOMMENDED MAXIMUM DEFLECTION. 28. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 29. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 30. ALL SERVICE LINES SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 31. THE SEQUENCE OF TESTING AND DISINFECTION SHALL BE AS FOLLOWS: 1) CONDUCT PRESSURE AND LEAKAGE TESTING; 2) PERFORM FLUSHING PER UTILITY REQUIREMENTS AND AWWA C651; 3) DISINFECT THE WATER MAIN, INCLUDING VALVES AND FITTINGS; AND 4) DECHLORINATE AND FLUSH AFTER DISINFECTION. 32. APPLY HYDROSTATIC TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS), FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDER TEST. DO NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE- IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 33. APPLY LEAKAGE TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS). MAINTAIN PRESSURE ATA MAXIMUM VARIATION OF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 34, NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 35- TESTED SECTIONS OF BURIED PIPING WITH SLIP -TYPE OR MECHANICAL JOINTS VIALL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SDP/148000 WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF LINE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. THIS A&UAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 36. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. 37. PRIOR TO DISINFECTION, CONDUCT FULL DIAMETER FLUSHING OF PIPELINE IN SECTIONS IN ORDER TO REMOVE ANY SOLIDS OR CONTAMINATED MATERIAL THAT MAY HAVE BECOME LODGED IN THE PIPE. 38. OBTAIN A MINIMUM FLUSHING VELOCITY OF 2.5 FEET PER SECOND PER AWWA C651. 39. ALL TAPS REQUIRED FOR FLUSHING AND THE TEMPORARY OR PERMANENT RELEASE OF AIR AS NEEDED FOR FLUSHING SHALL BE PROVIDED BY THE CONTRACTOR. 40. DISINFECT ALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS- THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C651. THE DISCHARGE LOCATIONS FOR THE CHLORINATED WATER SHALL BE APPROVED BY THE OWNER. NEUTRALIZE THE CHLORINE RESIDUAL BY MEANS OF A REDUCING AGENT IN ACCORDANCE WITH AWWA C651. 41. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. ALL BACTERIOLOGICAL TESTING SHALL BE PERFORMED BY A STATE CERTIFIED LABORATORY CONTRACTED BY THE CONTRACTOR - PROPER CHAIN OF CUSTODY PROCEDURES MUST BE FOLLOWED AND SAMPLES SHALL ONLY BE COLLECTED BY CERTIFIED LABORATORY PERSONNEL- COPIES OF ALL TESTING RESULTS AND ALL RELATED CORRESPONDENCE FROM THE TESTING LAB SHALL BE SUBMITTED TO THE OWNER, UTILITY, AND ENGINEER, SANITARY SEWER SYSTEMS 1- THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS CITY OF 7FPHYRHII LS, THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF CITY OF ZEPHYRHII I S 2. PVC SEWER PIPE SHALL BE TYPE PSM PVC PIPE CONFORMING TO ASTM D3034 AND SHALL BE SDR 35 FOR 4" THROUGH 15", AND ASTM F 679, WALL THICKNESS T-1, FOR PIPE 18" THROUGH 27". 3. INSTALL ALL SEWER MAINS AT A MINIMUM 36 INCHES OF COVER. 4. JOINTS SHALL MEET THE REQUIREMENTS OF ASTM D3212 USING RUBBER GASKETS CONFORMING TO ASTM F477. 5. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CEMENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER. 6. PVC SEWER PIPE SHALL BE COLOR CODED GREEN, STENCILED "SEWER LINE" (2" LETTERING ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER PIPE SECTION). 7. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LETTER SIZE I INCH. TAPE COLOR AND LETTERING SHALL BE "SEWER LINE", BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 1 0" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20" PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 8. INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED'CAUTION: SEWER BURIED BELOW". INSTALL ALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE. 9. CONNECTIONS TO EXISTING SEWER SHALL BE CONDUCTED IN SUCH A MANNER THAT THE EXISTING SEWER REMAINS IN OPERATION. PROVIDE BYPASS PUMPING OF EXISTING FLOWS OR COLLECT AND LEGALLY DISPOSE OF EXISTING SEWER FLOW AS NEEDED TO ACCOMMODATE CONSTRUCTION WHILE KEEPING EXISTING SEWER IN SERVICE- 10. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND MANHOLES. TEST PROCEDURES SHALL BE APPROVED BY THEENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED- 11. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 12. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 13. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZONTAL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 14. CONDUCT LOW PRESSURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE LEAKAGE IS 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED. ALLOWABLE AIR PRESSURE DROP DURING THE TESTIS 0.5 PSIG. MINIMUM REQUIRED TEST TIME (DURATION) IS: A) 4" PIPE = 1 MIN 53 SEC; B) 6" PIPE = 2 MIN 50 SEC, OR 0.427 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; C) 8" PIPE = 3 MIN 47 SEC, OR 0.760 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER, D) IT PIPE = 4 MIN 43 SEC, OR 1.1 87 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER. E) 12" PIPE = 5 MIN 40 SEC, OR 1.709 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER. 15. CONDUCT LEAKAGE TESTING OF MANHOLES BY PLUGGING INVERTS AND FILLING MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM TEST DURATION IS 1 HOUR. 16. CONDUCT DEFLECTION TESTING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5%. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE- THE MINIMUM MANDREL OUTER DIAMETER SHALL BE IN ACCORDANCE WTH THE FOLLOWING: 6" SEWER = 5.45" MANDREL 8"SEWER = 7.28" MANDREL; 1 0" SEWER = 9-08" MANDREL; 12' SEWER = 10.79" MANDREL; 15" SEWER = 13.20" MANDREL; 18- SEWE� = 16.13" , R = 19.00'MANDREL; 24" SEWER = 21.36" MANDREL, 2TSEWER = 24.06" MANDREL. 17. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HAND THROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND RETEST UNTIL TESTING ISSATISFACTORY. ANY PIPE REMOVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RE -TESTED FOR LEAKAGE. PRECAST STRUCTURES AND APPURTENANCES 1 . ALL MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48" FOR SEWER LINES 21" IN DIAMETER OR LESS. INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOT ALLOWED. 2. BASES SHALL BE ONE-PIECE PRECAST BASE SECTIONS CONSISTING OF INTEGRALLY CAST SLAB, BOTTOM RING SECTION AND CONCRETE FLOW CHANNELS. BASE SECTIONS SHALL HAVE INTEGRAL INVERTS WITH GASKETS TO MATCH THE PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL INVERT ANGLES. PROVIDE OUTLET STUBS WITH JOINTS TO MATCH THE PIPE. 3. RISERS SHALL BE PRECAST REINFORCED CONCRETE PER ASTM C478, MANUFACTURED USING SULFATE RESISTANT CEMENT (ASTM C150,TYPEII). RISERS SHALL BE 48-INCH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5 INCHES. 4. GASKETS FOR SEATING PRECAST SECTIONS SHALL BE COLD ADHESIVE PREFORMED PLASTIC GASKETS CONFORMING TO FDOT SPECIFICATION 942-2, UNLESS OTHERWISE INDICATED. 5. UNLESS OTHERWISE INDICATED, CONE TOP SECTIONS SHALL BE PRECAST, ECCENTRIC TYPE WITH 24-INCH DIAMETER TOP OPENING CONFORMING TO ASTM C478. PROVIDE 8-INCH MINIMUM THICKNESS FLAT SLAB TOPS WITH ECCENTRIC 24 INCH DIAMETER OPENING, UNLESS OTHERWISE INDICATED. 6- PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE- CONNECTION OF CONCRETE PIPE TO THE MANHOLE SHALL BE MADE WITH NON -SHRINK METALLIC GROUT. CONNECTION OF DUCTILE IRON OR PVC PIPE TO THE MANHOLE SHALL PROVIDE A WATERTIGHT CONNECTION PER ASTM C923. WHERE CONNECTORS ARE USED, THEY SHALL BE INSTALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. THE USE OF ADHESIVES OR LUBRICANTS FOR INSTALLATION OF RUBBER CONNECTORS IS PROHIBITED. 7. FRAMES AND COVERS SHALL BE GREY IRON PER ASTM A48, CLASS 30B AND SHALL BE U.S. FOUNDRY TYPE 227AS, TRAFFIC BEARING (AASHTO H-20 LOADING), UNLESS OTHERWISE NOTED IN THE DRAWINGS- CASTINGS SHALL BE SMOOTH, CLEAN, FREE FROM BLISTERS, BLOWHOLES, AND SHRINKAGE- RAISED LETTERING ON COVERS SHALL BE "STORM", 'SEWER', OR AS DETAILED ON THE DRAWINGS. 8. PROVIDE INLETS, FRAMES, AND GRATES IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. ALL FRAMES AND INLET GRATES SHALL BE PRODUCTS OF U.S- FOUNDRY & MANUFACTURING CORPORATION, OR EQUAL. 9. ALL INLET GRATES SHALL BE SECURED BY CHAIN AND EYEBOLT TO THE TOP OF THE STRUCTURE. 10. MANHOLE COATINGS AND FINISHES SHALL BE: A. SANITARY SEWER MANHOLE INTERIOR -BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS= 16 MILS. B. INTERIOR OF MANHOLES WHICH RECEIVE FORCE MAIN DISCHARGE - INTEGRALLY ATTACHED INTERIOR LINER, FULL HEIGHT, FIBERGLASS LINER. LINER THICKNESS TO BE IN ACCORDANCE WITH THE DRAWINGS. C. EXTERIOR - BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS = 16 MILS. 11. AS -BUILT INFORMATION SHALL INCLUDE ALL RIM, TOP AND INVERT ELEVATIONS FOR ALL PRECAST STRUCTURES. PAVING, SIDEWALKS, AND CURBING 1. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2- ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. 3. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS SHALL BE EITHER TOOLED OR SAWCUTATA DISTANCE OF 10'. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION. 4. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FDOT CLASS "T" CONCRETE WITH A28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-O" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 5, FIELD OOMPACTION DRINSITY. STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUB -BASE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FT VIADE STRIP, STAGGERED LEFT, CENTER AND RIGHT OF CENTERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB -BASE, BASE, AND ASPHALT IS PLACED IN ONE DAY, PROVIDE MIN. OF ONE TEST FOR EACH PER DAY'S CONSTRUCTION ATA LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY 1800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (OR A MINIMUM OF ONCE PER DAY). PAVING TIMING REQUIREMENTS 1. INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 48 HOURS OF THE REMOVAL/OPEN CUTTING OF EXISTING PAVEMENT CONSISTING OF STREETS, DRIVEWAYS, OR SIDEWALK. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. 2. AREAS TO RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 48 HOURS AFTER ACCEPTANCE OF BASECOURSE- TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT EROSION CONTROL CONSISTS OF PLACEMENT OF THE STRUCTURAL COURSE. 3. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. SIGNS AND PAVEMENT MARKINGS I . ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE LATEST IMPLEMENTED EDITION OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. STANDARD INDEX NO. 11200, 11860,11862,11863,11864,11865,17302; 17344,17346,17349, AND 17355 APPLY. GENERALLY, ALL MARKINGS SHALL CONFORM TO THE FOLLOWING: 6" EDGE LINES, 6" LANE LINES, 6" SINGLE CENTERLINES, AND 6" DOUBLE LINE PATTERNS, UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS (TYPE 911 - 4" X 4"). RAISED PAVEMENT MARKERS ARE TO BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND FDOT INDEX NO- 17352. 3. PARKING STALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATION SECTION 971, NON -REFLECTIVE WHITE TRAFFIC PAINT. 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELS SHALL BE STENCILED VIATH THE DATE OF FABRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN THREE-INCH LETTERS. 5- INTERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED TO BE RETROREFLECTIVE. 6. THE CONTRACTOR SHALL VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 7- ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 8. PRIOR TO FINAL PAVEMENT MARKING INSTALLA-FION, A TWO WEEK CURE TIME OF THE ASPHALT IS REQUIRED. GRADING 1 . GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED- 2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE -GRADER OPERATIONS. 4� SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF '/,INCH PER FOOT FOR 1 0 FEET. FINISHED SURFACES ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN I INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE WITHIN 3 INCHES OF THE PROPOSED GRADE. 5. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER STORM SEWER SYSTEMS I . ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ROUND CONCRETE PIPE SHALL COMPLY WITH ASTM C76. ELLIPTICAL CONCRETE PIPE SHALL COMPLY WITH ASTM C507. PIPE JOINTS SHALL COMPLY WITH ASTM C443 AND FDOT SPECIFICATION SECTION 430, AND RUBBER GASKETS SHALL COMPLY WITH FDOT SPECIFICATION SECTION 942. MINIMUM COVER OVER THE PIPE, INCLUDING COVER OVER THE BELL OF THE PIPE WHERE APPLICABLE, SHALL BE 30 INCHES. 2. RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UNTIL THE COMPRESSIVE STRENGTH OF THE PIPE HAS REACHED 4000 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED. 3. CORRUGATED POLYETHYLENE PIPE AND FITTINGS 4 INCH THROUGH 10 INCH DIAMETER SHALL COMPLY WITH AASHTO M252, TYPE S. PIPE 12 INCH THROUGH 43 INCH DIAMETER SHALL COMPLY WITH AASHTO M294, TYPE S, AND ASTM F2306. PIPE 54 INCH THROUGH 60 INCH DIAMETER SHALL COMPLY WITH FDOT SPECIFICATION SECTION 948 (CLASS 11 PIPE) AND SHALL COMPLY WITH AASHTO M294. VIRGIN MATERIAL FOR THE PRODUCTION OF PIPE AND FITTINGS SHALL BE HIGH DENSITY POLYETHYLENE CONFORMING TO THE MINIMUM REQUIREMENTS OF CELL CLASSIFICATION 424420C FOR 4-INCH THROUGH 10-INCH DIAMETERS AND 435400C FOR 12-INCH THROUGH 60-INCH DIAMETERS PER ASTM D3350. THE 12-INCH THROUGH 60-INCH VIRGIN PIPE MATERIAL SHALL COMPLY WITH THE NOTCHED CONSTANT LIGAMENT -STRESS (NCLS) TEST AS SPECIFIED INASTIM F2306. BELL JOINTS FOR 4 INCH THROUGH 10 INCH DIAMETER PIPE SHALL BE PUSH -ON SLEEVE. BELL JOINTS FOR 12 INCH THROUGH 60 INCH DIAMETER PIPE SHALL BE INTEGRALLY FORMED ON PIPE. PIPE JOINTS SHALL BE WATERTIGHT PER ASTM D3212. GASKETS SHALL BE INSTALLED BY PIPE MANUFACTURER AND SHALL COMPLY WITH ASTM F477. 4. UNDERDRAIN PIPE SHALL BE PERFORATED POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH ASTM F758. FILTER FABRIC UNDERDRAIN SOCK SHALL BE TYPE D-3 IN ACCORDANCE WITH FDOT INDEX NO. 199. 5. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOT INDEX NO. 199, TYPE D-3, A,O.S. 70-100. INSTALL IN ACCORDANCE WITH FDOT INDEX NO, 280. PROVIDE MINIMUM 12" OVERLAP. 6. INSTALL POLYETHYLENE PIPE IN ACCORDANCE WITH ASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT DISPLACEMENT. MINIMUM COVER OVER POLYETHYLENE PIPE SHALL BE AS FOLLOWS: A) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS SUITABLE SOILS AS DEFINED IN THE GENERAL NOTES: MINIMUM COVER SHALL BE 36 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER; B) PIPE UNDER FLEXIBLE PAVEMENT, RIGID PAVEMENT, OR UNPAVED AREAS WHERE BEDDING IS MANUFACTURED AGGREGATES CLASS 1A OR 1 B AS DEFINED IN ASTM D2321: MINIMUM COVER SHALL BE 30 INCHES OR ONE PIPE DIAMETER, WHICHEVER IS GREATER. 7. INSTALL UNDERDRAINS IN ACCORDANCE WITH FDOT SPECIFICATION SECTION 440. INSTALL CLEANOUTS AS SHOWN ON THE DRAWINGS. 8. PRIOR TO INSPECTIONS AND TESTING, CLEAN ALL INSTALLED LINES AND STRUCTURES. 9. ALL STORM PIPE SHALL BE SUBJECTED TO LEAKAGE TESTING. WHEN THE GROUND WATER LEVEL IS ABOVE THE TOP OF THE PIPE. AN INFILTRATION TEST SHALL BE PERFORMED BY SEALING OFF A LENGTH OF PIPE AND MEASURING THE DEPTH OF FLOW OVER A MEASURING WEIR, OR BY PUMPING THE INFILTRATEDIWATER INTO CONTAINERS FOR MEASUREMENT. TESTS SHALL BE CONDUCTED FOR A MINIMUM OF FOUR HOURS. INFILTRATION LEAKAGE SHALL NOT EXCEED 150 GALLONS PER 24 HOURS. PER INCH DIAMETER, PER MILE OF PIPE. WHEN THE GROUND WATER LEVEL IS BELOW THE TOP OF THE PIPE, THE PIPE SHALL BE TESTED FOR LEAKAGE BY EXFILTRATION. EXFILTRATION LEAKAGE TEST SHALL CONSIST OF ISOLATING THE PARTICULAR SECTION, FILLING WITH WATER TO A POINT 4 FEET ABOVE THE TOP OF THE PIPE AT THE UPPER MANHOLE OR INLET, AND ALLOWING IT TO STAND NOT LESS THAN FOUR HOURS. THE SECTION SHALL -THEN BE REFILLED WITH WATER UP TO THE ORIGINAL LEVEL AND AFTER TWO HOURS THE DROP IN WATER SURFACE SHALL BE MEASURED. THE COMPUTED LEAKAGE SHALL NOT EXCEED 150 GALLONS PER INCH DIAMETER, PER 24 HOURS, PER MILE OF PIPE. I , - , .1 - 11 � 1�' I � , , I - , - � � Iff-H, - � I I I I I , , `� �,' I I � I _�- ,2 � I - - . : I I � I - 1. ', I , ­ � - �, I - I I I I - . I - � . . - I . - I . , - - . � I I - I I - 0 , I , ,­­­ I 11: 1 7 1 - I " I i I - . I , I I - I �. I -_ .. ... 11 ­ � _, �� I I �,� , I , : , ­ - �,' , - -­ I - ` - - I I � -_ f I I I I I I � I , I - A Full Service A & AT- f M =Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: * Florida 9 Puerto Rico * Connecticut 9 Maryland ,%1111,111 k� . N * " -, t.0 ; io. �- .. .� �_, % I.- 0 00, ,0 �J� !�", �-f , wr;1 M 2. Im 0- w >_ � = ;�:7 w LLJ CL w 0 LL C 01 �_ (n .- � > ED a) D (r_ U) to Ir- () w 0 N ID It- � " M � C%j 0 .- 'ro I a, I N a_ z 3: CD C14 LO _-) ­3 (O w < r- W . . >, -0 . . �;, -0 . . >� -0 -0 ` >N n -a a) -0 a) . : C 0) a .65 C *�: : ! _�e 0 > 0 " . . (1) -iq- . . Q) 0 z �0 CD " (1) (1) ca L_ 1.w a) _r_ 8- CL 0 w-] _�, M -0 0 N 0 0 C) U) 0 ­3 --i Q - Plans Prepared By. CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LCO000298 &w4 S Sheet No. " AM � Aw & AL . M 5: 0 a a . �w .. Al, M HOLMES JACKSON WALTON WASHINGTON GADSDEN NASSAU LEON HAMILTON MADISON BAY �S. ��< BAKER DUVAL LIBERTY WAKULLA SUWANNEE TAYLOR � UNION CLAY S GULF FRANKLIN AYE r DIVE ALACHUA PUTNAM SCHEDULE B-SECTION ll PER CHICAGO TITLE INSURANCE COMPANY ° TITLE COMMITMENT NO. 5831187 EFFECTIVE DATE MAY 261 2016 AT 5:00 P.M. SITE O RESTRICTIONS, COVENANTS, CONDITIONS, EASEMENTS AND OTHER MATTERS AS CONTAINED ON THE PLAT OF ZEPHYRHILLS SUPERCENTER - A REPLAT, RECORDED IN PLAT BOOK 42, PAGES 58 AND 59, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. (AS TO EASEMENT 1) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) 6O RESTRICTIONS, COVENANTS, CONDITIONS, EASEMENTS AND OTHER MATTERS AS CONTAINED ON THE PLAT OF NORTH TOWN CENTRE, RECORDED IN PLAT BOOK 50, PAGES 31 AND 32, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. (AS TO EASEMENT 1, EASEMENT 3 AND EASEMENT 4) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) O TERMS, COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS AS CONTAINED IN THAT CERTAIN DECLARATION OF RESTRICTIONS AND EASEMENTS BY AND BETWEEN JAMES H. BINGHAM, ROBERT KURLANDER, THOMAS E. OAKLEY AND WAL-MART STORES EAST, INC., RECORDED MAY 31, 2001 IN OFFICIAL RECORDS BOOK 4626, PAGE 24. (AS TO EASEMENT 1) (AFFECTS SUBJECT PARCEL) (BLANKET IN NATURE) (AS SHOWN ON SURVEY) O UTILITY EASEMENT IN FAVOR OF THE CITY OF ZEPHYRHILLS RECORDED SEPTEMBER 18, 2002 IN OFFICIAL RECORDS BOOK 5072, PAGE 886. (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) 9O. EASEMENTS SET FORTH IN WARRANTY DEED RECORDED DECEMBER 11, 2003 IN OFFICIAL RECORDS BOOK 5656, PAGE 1062. (AS TO EASEMENTS 3 AND 4) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) ©0 GRANTING OF EASEMENT FOR MONUMENT SIGNAGE IN FAVOR OF JAMM HOTELS, LLC, RECORDED DECEMBER 11, 2003 IN OFFICIAL RECORDS BOOK 5656, PAGE 1079. (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) 11. GRANTING OF NON-EXCLUSIVE EASEMENT FOR STORM WATER RETENTION IN FAVOR OF JAMM HOTELS, LLC, RECORDED DECEMBER 11, 2003 IN OFFICIAL RECORDS BOOK 5656, PAGE 1102. (AS TO EASEMENT 3) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) 12 TERMS AND CONDITIONS OF EASEMENTS SET FORTH IN GENERAL WARRANTY DEED RECORDED FEBRUARY 4, 2004 IN OFFICIAL RECORDS BOOK 5714, PAGE 676. (AS TO LOT 2 AND EASEMENTS 3 AND 4) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) 13 TERMS, COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS AS CONTAINED IN THAT CERTAIN DECLARATION OF EASEMENTS BY AND BETWEEN WAL-MART STORES EAST, INC., KOB PROPERTIES, LLC, LOWE'S HOME CENTERS, INC., AND OAKLEY GROVES, INC., RECORDED FEBRUARY 25, 2004 IN OFFICIAL RECORDS BOOK 5740, PAGE 991; AMENDMENT RECORDED SEPTEMBER 13, 2004 IN OFFICIAL RECORDS BOOK 6023, PAGE 1599. (AS TO EASEMENT 2) (AFFECTS SUBJECT PARCEL) (BLANKET IN NATURE) (AS SHOWN ON SURVEY) ©4 DECLARATION OF EASEMENTS AND COVENANTS BY AND BETWEEN LOWE'S HOME CENTERS, INC., AND KOB PROPERTIES, LLC, RECORDED FEBRUARY 25, 2004 IN OFFICIAL RECORDS BOOK 5740, PAGE 1007. (AS TO EASEMENTS 3 AND 4) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) O TERMS AND CONDITIONS OF THAT CERTAIN GRANTING OF NON-EXCLUSIVE, PERPETUAL EASEMENT FOR STORM WATER RETENTION BY AND BETWEEN KOB PROPERTIES, LLC, AND BVTWB ZEPHYRHILLS, LP, RECORDED SEPTEMBER 14, 2004 IN OFFICIAL RECORDS BOOK 6026, PAGE 195. (AS TO EASEMENT 3) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) O TERMS AND CONDITIONS OF THAT CERTAIN GRANTING OF NON-EXCLUSIVE, PERPETUAL EASEMENTS FOR INGRESS/EGRESS, DRAINAGE AND UTILITIES BY AND BETWEEN KOB PROPERTIES, LLC, AND BVTWB ZEPHYRHILLS, LP, RECORDED SEPTEMBER 14, 2004 IN OFFICIAL RECORDS BOOK 6026, PAGE 206. (AS TO EASEMENT 4) (AFFECTS SUBJECT PARCEL) (AS SHOWN ON SURVEY) O DISTRIBUTION EASEMENT IN FAVOR OF PROGRESS ENERGY RECORDED MARCH 7, 2005 IN OFFICIAL RECORDS BOOK 6258, PAGE 444. (AFFECTS SUBJECT PARCEL) (BLANKET IN NATURE) (NOT PLOTTABLE) ©8 TERMS AND CONDITIONS OF THE LEASE FROM HILL/GRAY SEVEN, L.L.C., A FLORIDA LIMITED LIABILITY COMPANY, LESSOR, TO SUNTRUST BANK, A GEORGIA BANKING CORPORATION, LESSEE, RECORDED __— ---- , IN OFFICIAL RECORDS BOOK PAGE . (AFFECTS SUBJECT PARCEL)(BLANKET IN NATURE)(NOT PLOTTABLE) Abbreviation Legend: (A) - ACTUAL MLP - METAL LIGHT POLE A/C - AIR CONDITIONER MPH - MILES PER HOUR ACSM - AMERICAN CONGRESS ON SURVEYING & MAPPING MPP - METAL POWER POLE ADA - AMERICANS WITH DISABILITIES ACT N/A - NOT APPLICABLE ALTA - AMERICAN LAND TITLE ASSOCIATION NAVD - NORTH AMERICAN VERTICAL DATUM APPROX - APPROXIMATE NAD - NORTH AMERICAN DATUM ARV AIR RELEASE VALVE NG - NATURAL GROUND AVE - AVENUE NGS - NATIONAL GEODETIC SURVEY AVG - AVERAGE NGVD - NATIONAL GEODETIC VERTICAL DATUM (BB) - BEARING BASIS N & D - NAIL AND DISK BFP BACK FLOW PREVENTER NO. - NUMBER BLK BLOCK NR - NON -RADIAL BLDG - BUILDING NSPS - NATIONAL SOCIETY OF BLVD - BOULEVARD PROFESSIONAL SURVEYORS BM - BENCH MARK NT - NON -TANGENT BOC - BACK OF CURB NTS - NOT TO SCALE BSL - BUILDING SETBACK LINE OD - OUTSIDE DIAMETER BWF - BARBED WIRE FENCE ORB - OFFICIAL RECORDS BOOK C-X - DENOTES SHEET NUMBERING FOR ENGINEERING PLANS OR - OFFICIAL RECORDS (C) CALCULATED OUL - OVERHEAD UTILITY LINES C - CHORD OTL - OVERHEAD TRAFFIC LINES CATV _ CABLE TELEVISION RISER (P) - PLAT LEVY L—i MARION VOW SIA CITRUS M LAKE SEMINOLE HERNANDO ORANGE '---------------- y ascEou POLK MANATEE HARDEE EEa HIGHLANDS DE SOTO ARASOTA CHARLOTTE GLADES HENDRY LEE COWER (ALTA/NSPS LAND TITLE SURVE)) FOR rr� 7809 GALL BOULEVARD ��ZP 0 INDIAN LYING /N TIViR -LUCI SECTION 34-TOWNSHIP 25 SOUTH -RANGE 21 EAST MARTIN CITY OF ZEPHYRHILLS, PASCO COUNPALM BEACH TY, FLORIDA BROWARD Legal Description: (EXHIBIT "A" OF TITLE, AS PROVIDED BY CLIENT) LOT 2, NORTH TOWN CENTRE, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 50, PAGES 31 AND 32, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. MIAMI-DADE J EASEMENT 1: CB - CHORD BEARING PB - PLAT BOOK Line Legend: CBS - CONCRETE BLOCK STRUCTURE PC - POINT OF CURVATURE C & G CURB & GUTTER PCC - POINT OF COMPOUND CURVATURE NOT TO SCALE CI - CATCH INLET PCP - PERMANENT CONTROL POINT CA - CENTERLINE PFF - PROPOSED FINISHED FLOOR 1 FOOT CONTOURS CLF - CHAIN LINK FENCE PG - PAGE 5 FOOT CONTOURS CM - CONCRETE MONUMENT PGS - PAGES CMP = CORRUGATED METAL PIPE PI - POINT OF INTERSECTION - - - - - - = ADJOINER PROPERTY LINES CO - CLEANOUT PK - PARKER KAYLON —x—x— = BARBED WIRE FENCE CONIC - CONCRETE POB - POINT OF BEGINNING COR - CORNER POC - POINT OF COMMENCEMENT = BROKEN LINE CPP - CORRUGATED PLASTIC PIPE POL - POINT ON LINE — uc — = BURIED CABLE CUE - COUNTY UTILITY EASEMENT PP - POWER POLE CWS - CROSSWALK SIGNAL PRC - POINT OF REVERSE CURVATURE — ucTv — =BURIED CABLE TELEVISION 0 - DELTA PRM - PERMANENT REFERENCE MONUMENT — UE — = BURIED ELECTRIC (D) - DESCRIP11ON PSM - PROFESSIONAL SURVEYOR & MAPPER DB - DEED BOOK PT - POINT OF TANGENCY uro — =BURIED FIBER OPTICS DBH - DIAMETER AT BREAST HEIGHT IN INCHES PVC - POLYVINYL CHLORIDE PIPE — uG — = BURIED GAS DE - DRAINAGE EASEMENT PVMT R21E - PAVEMENT - RANGE 21 EAST URW — = BURIED RECLAIMED WATER LINE DEPT - DEPARTMENT DIP - DUCTILE IRON PIPE SAN — = BURIED SANITARY LINES DR - DRIVE RAD RCP - RADIUS - REINFORCED CONCRETE PIPE IM — = BURIED SANITARY SEWER FORCE MAIN LINE D/U (E) -DRAINAGE AND UTILITY EASEMENT - ENGINEERING PLAN REC -RECOVERED rcREV = BURIED TRAFFIC CONTROL - REVISION EJB - ELECTRIC JUNCTION BOX RP - RADIUS POINT UT = BURIED TELEPHONE LINE EL - UNDERGROUND ELECTRICAL LINES R/W - RIGHT-OF-WAY uW = BURIED WATER LINES ELEC - ELECTRIC RLS - REGISTERED LAND SURVEYOR ELEV - ELEVATION RP - RADIUS POINT = CENTER LINE R/W ELLIP EOP - ELLIPTICAL - EDGE OF PAVEMENT RWL - UNDERGROUND RECLAIM WATER LINE o o = CHAIN LINK FENCE FB - FIELD BOOK RWM - RECLAIMED WATER METER FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SE - SPECIAL EASEMENT ------------ = EASEMENT LINES (EXISTING) FF - FINISH FLOOR SEC 34 SMH - SECTION 34 - SANITARY SEWER MANHOLE - - -- - =EASEMENT LINES (PROPOSED) FGI FGLP - FLAT GRATE INLET - FIBERGLASS LIGHT POLE SQ - SQUARE — Eow = EDGE OF WATER LINES FH - FIRE HYDRANT SQ FT ST - SQUARE FEET - STREET =EXISTING DRAINAGE PIPES FM FND -FORCE MAIN - FOUND S/W - STORM DRAINAGE MANHOLE = EXISTING DRAINAGE PIPES (OUTFALL NOT LOCATED) FP&L - FLORIDA POWER AND LIGHT TB TB - SIDEWALK -TANGENT BEARING HW =HOT WATER SUPPLY LINES (G) GL -GRID (STATE PLANE) - UNDERGROUND GAS LINES T25S - TOWNSHIP 25 SOUTH IRR =IRRIGATION LINES GOV'T -GOVERNMENT TELE TL -TELEPHONE - OVERHEAD TRAFFIC SIGNAL LINES on = OVERHEAD TRAFFIC LINES GPR GTMH - GROUND PENETRATING RADAR -GREASE TRAP MANHOLE TOE - TOP OF BANK CHU = OVERHEAD UTILITY LINES TOE -TOE OF SLOPE HDPE - HIGH DENSITY POLYETHYLENE PIPE TR -TELEPHONE RISER i I i l =RAILROAD TRACK LINES H WF H ID -HOG WIRE FENCE -IDENTIFICATION TRANS - TRANSFORMER PAD - - = RIGHT-OF-WAY LINES TSB - TRAFFIC SIGNAL BOX ICV - IRRIGATION CONTROL VALVE TSSP - TRAFFIC SIGNAL SUPPORT POLE --- = SECTION LINES INFO INV - INFORMATION - INVERT - UNDERGROUND CABLE TV LINESCXDCXDCCXD = STONE WALL LINES IP - IRON PIPE (TVLTY UE - TYPICAL -UTILITY EASEMENT .. TOB --y� ,. TOP OF BANK LINES IR IR&C -IRON ROD - IRON ROD &CAP UKN UTL - UNKNOWN - UNDERGROUND TELEPHONE LINES --- TOE ----- = TOE OF SLOPE LINES IRR - IRRIGATION W/ _ WITH - TREE LINES L LB# -ARC LENGTH -LICENSED BUSINESS NUMBER WL - UNDERGROUND WATER LINE -.-- TRAV --- s TRAVERSE LINES LP - LIGHT POLE WLP WM -WOOD LIGHT POLE - WATER METER UKN — = UNKNOWN BURIED LINES (M) MB - MEASURED - MAILBOX WP - WORK PROGRAM // = VINYL FENCE MES - MITERED END SECTION WPF WPP - WOOD POST FENCE - WOOD POWER POLE 13 0 = WOOD FENCE MH - MANHOLE WV - WATER VALVE = WETLAND LINE TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS AND EASEMENTS BY AND BETWEEN JAMES H. BINGHAM, ROBERT KURLANDER, THOMAS E. OAKLEY AND WAL-MART STORES EAST, INC., RECORDED IN OFFICIAL RECORDS BOOK 4626, PAGE 24, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. EASEMENT 2: TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN DECLARATION OF EASEMENTS BY AND BETWEEN WAL-MART STORES EAST, INC., KOB PROPERTIES, LLC, LOWE'S HOME CENTERS, INC., AND OAKLEY GROVES, INC., RECORDED IN OFFICIAL RECORDS BOOK 5740, PAGE 991, AS AMENDED IN OFFICIAL RECORDS BOOK 6023, PAGE 1599, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. EASEMENT 3: TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN GRANTING OF NON-EXCLUSIVE, PERPETUAL EASEMENT FOR STORM WATER RETENTION BY AND BETWEEN KOB PROPERTIES, LLC, AND BVTWB ZEPHYRHILLS, LP, RECORDED IN OFFICIAL RECORDS BOOK 6026, PAGE 195, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. EASEMENT 4: TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR THE BENEFIT OF THE ABOVE DESCRIBED LOT 2 AS CREATED BY AND SET FORTH IN THAT CERTAIN GRANTING OF NON-EXCLUSIVE, PERPETUAL EASEMENTS FOR INGRESS/EGRESS, DRAINAGE AND UTILITIES BY AND BETWEEN KOB PROPERTIES, LLC, AND BVTWB ZEPHYRHILLS, LP, RECORDED IN OFFICIAL RECORDS BOOK 6026, PAGE 206, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. Symbol Legend: NOT TO SCALE ARV - AIR RELEASE VALVE - NAIL & DISC (AS NOTED) - BORING HOLE LOCATION 2❑ - PARKING SPACES (2) J - CABLE TV RISER 0 -REVISION NUMBER (3) -CENTRAL ANGLE m - RECLAIMED WATER METER - CONCRETE � - RECLAIMED WATER VALVE co E - CLEAN OUT ® - ROOF DRAIN G�J - CONCRETE MITERED END SECTION !�S -SANITARY SEWER MANHOLE - CONCRETE RIP RAP - SANITARY SEWER VALVE - CONCRETE UTILITY POLE ® - SCHEDULE B ITEM NUMBER (8) sz - COUNTY ROAD SYMBOL o - DUAL SUPPORT SIGN -GROUND x LIGHT OO MANHOLE x 4n - SECTION CORNER - ELECTRICAL 0 - 4" X 4" CM LB #7143 m - ELECTRIC OUTLET ® -ELECTRIC RISER O - 5/8" IR&C LB #7143 - FIRE HYDRANT - SIGN 14 - FLOOD LIGHT - SITE BENCH MARK ■ - FOUND CONCRETE MONUMENT (AS NOTED) - STORM SEWER MANHOLE ® - FOUND IRON PIPE (AS NOTED) -STRIPING (DIRECTIONAL) OO - FOUND IRON REBAR (AS NOTED) a - TELEPHONE CABLE RISER GV T - TELEPHONE MANHOLE -GAS VALVE Pi � -GRATE INLET - TEST HOLE © TRAP MANHOLE � _TRANSFORMER PAD -GREASE ® - UTILITY RISER E- - GUY ANCHOR m -WATER METER - HANDICAP PARKING SPACE -WATER SERVICE 95 - INTERSTATE SYMBOL WS CV O - WATER SPRINKLER D4 - IRRIGATION CONTROL VALVE WV LIGHT POLE Da - WATER VALVE - CONCRETE 0 - WETLAND FLAG X - LIGHT POLE cd - WOOD UTILITY POLE - LIGHT POLE (DUAL) - UNKNOWN MANHOLE - LIGHT POLE (TRIPLE) - CONCRETE PAVERS -LIGHT POLE (QUAD) o;og. DETECTABLE WARNING AREA - MAILBOX - CONCRETE LIGHT POLE (DUAL) MW - MONITOR WELLS - CONCRETE LIGHT POLE (TRIPLE) - BRICK PAVERS - CONCRETE LIGHT POLE (QUAD) m - GARBAGE CAN - PULL BOX AS NOTED VICINITY MAP Survey Notes: NOT TO SCALE 1. COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. "ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES." 3. THE SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. THESE BENCHMARKS ARE BASED ON A CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF 0.010' WHICH MEETS THE ALLOWABLE CLOSURE OF 0.03'. THIS FIELDWORK WAS PERFORMED USING A TOPCON LEVEL MODEL # AT-G4, AND REFERENCES THE FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE NORTH AMERICAN VERTICAL DATUM OF 1929 (NGVD '29) AND SAID ELEVATIONS ARE BASED ON VERTICAL CONTROL BENCHMARKS SUPPLIED BY FLORIDA DEPARTMENT OF TRANSPORTATION AS FOLLOWS: a) DESIGNATION # BM A10 RESET, 4"W CONCRETE MONUMENT w/ FDOT BRASS DISK STAMPED 14-97-A10 RESET. ELEVATION = 131.767 FEET (NGVD '29) b) DESIGNATION # BM 606 RESET, 4%4" CONCRETE MONUMENT w/ FDOT BRASS DISK STAMPED 14-97-1306 RESET ELEVATION = 134.473 FEET (NAVD '29) SITE BENCHMARKS ARE AS SHOWN ON SHEET 2 OF 2, 4. THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH 2 OF 2. 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS 6/22/16; ALL BOUNDARY CORNERS WERE RECOVERED OR SET AS NOTED HEREON. 6. THE "LEGAL DESCRIPTION" HEREON IS IN ACCORD WITH THE INSTRUMENT OF RECORD BASED ON INFORMATION CONTAINED IN THE COMMITMENT FOR TITLE INSURANCE BY CHICAGO TITLE INSURANCE COMPANY, ORDER NO. 5831187, EFFECTIVE DATE MAY 26, 2016 AT 5:00 P.M., AND WAS PROVIDED BY THE CLIENT. 7. BEARINGS SHOWN HEREON ARE RELATIVE TO NORTH LINE OF LOT 2, NORTH TOWN CENTRE AS RECORDED IN PLAT BOOK 50, PAGES 31 & 32 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. SAID BEARING BEING S 89'58'24" E. 8. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12101CO289F, CITY OF ZEPHYRHILLS, PASCO COUNTY, FLORIDA EFFECTIVE DATE SEPTEMBER 26, 2014, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THIS DETERMINATION WAS BASED ON GEOSPATIAL DATA DOWNLOADED FROM WWW.FEMA.GOV. THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. 9. THE APPARENT USE OF THE LAND, AS CLASSIFIED BY THE STANDARDS OF PRACTICE SET FORTH IN RULE CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FS 472.027, ESTABLISHES THAT THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY MEET THE HORIZONTAL CONTROL ACCURACY OF V/10,000 FEET FOR A COMMERCIAL/HIGH RISK SURVEY. THE MEASUREMENTS AND CALCULATIONS OF THE CLOSED GEOMETRIC FIGURES WERE FOUND TO MEET THIS ACCURACY REQUIREMENT. THE EQUIPMENT USED TO VERIFY THE HORIZONTAL CONTROL ON THE SUBJECT SURVEY WAS A TOPCON TOTAL STATION MODEL# OPT-2005. 10. HORIZONTAL WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 0.05 (FT). THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A TOPCON TOTAL STATION MODEL # GPT-2005. 11. UNLESS OTHERWISE NOTED, ALL RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION CONTAINED IN THE COMMITMENT FOR TITLE INSURANCE BY CHICAGO TITLE INSURANCE COMPANY, ORDER, NO. 5831187 EFFECTIVE DATE MAY 26, 2016 AT 5:00 P.M., AND WAS PROVIDED BY THE CLIENT. 12. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. 13. THIS SURVEY DOES NOT IDENTIFY THE LIMITS OR EXTENT OF POTENTIAL JURISDICTIONAL WETLAND BOUNDARIES, 14. FENCES EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER SINGULAR OR JOINT WAS NOT DETERMINED BY THIS SURVEY. 15. VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.05 (FT)." 16. DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE OBJECT SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES DEPICTED ARE COMMON NAMES AND MEASURED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. 17. CERTAIN INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR AS NOTED OR DISPLAYED HEREON, 18. THE UNDERGROUND UTILITIES DEPICTED BY PIPE LINETYPES ARE APPROXIMATE IN NATURE BASED UPON AN Sign Legend: INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT LAMPED OR REMOTELY VIEWED FOR DIRECTION, OBSTRUCTIONS OR CONNECTIVITY. NOT TO SCALE (Al) AISLE SIGN (B) -� BUS STOP SIGN (DNE) DO NOT ENTER SIGN (135-1) (HC) HANDICAP SIGN (KR) KEEP RIGHT SIGN (ME) MEDIAN SIGN (ND) NO DUMPING SIGN (NL) NO LEFT TURN SIGN (R3-2) (NLI) NO LITTERING SIGN (FL) NO PARKING FIRE LANE SIGN (NOR) NO RIGHT TURN SIGN (R3-1) Reference Material (NOT) NO TRUCKS (R5-2) (NP) NO PARKING SIGN 1) NORTH TOWN CENTRE, AS RECORDED (1W) ONE WAY SIGN (R6-2) IN PLAT BOOK 50, PAGE 32 OF THE PUBLIC RECORDS OF PASCO COUNTY, (PE) PEDESTRIAN CROSSING SIGN FLORIDA. (RTO) RIGHT TURN ONLY (SL) SPEED LIMIT SIGN (ST) STOP SIGN (R1-1) Parking Table (SS) STREET SIGN (TZ) --o-- TOW AWAY ZONE SIGN STANDARD SPACES - 39 2 (TE)'' TRUCK ENTRANCE SIGN ACCESSIBLE HANDICAP SPACES TOTAL SPACES = 41 (U) -°- UNKNOWN SIGN NOTE: (WL) -� WEIGHT LIMIT SIGN THIS SURVEY IS NOT VAUD VATHOUT 94EETS 1 THROUGH 2 OF Z (WW) WRONG WAY SIGN (Y) YIELD SIGN TITLE BLOCKABBREVLA77ONS Eng. = ENGINEERING L.B.=LICENSED BUSINESS C.O.A.=CERTIFICATE OFAUTHORIZATION Arch.=ARCHITECTURAL Landscp. = LANDSCAPE N/A = NOT APPLICABLE Lic. = LICENSED No. = NUMBER P.O. = POST OFFICE ©= COPYRIGHT Index of Sheets 1 ALTA/NSPS LAND TITLE SURVEY (COVER SHEET) 2 ALTA/NSPS LAND TITLE SURVEY (BOUNDARY & TOPOGRAPHIC SURVEY) Surveyor's Certification: Certified to: SUNTRUST, INC. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1-5, 6(a), 8, 11(b), 13 and 14 of Table A thereof. The field work was completed on June 22, 2016. Also I hereby certify that the attached "ALTA/NSPS Land Title Survey" of the hereon -described property le true end correct to the beat of my knowledpo, Imformatlen amd bellef ae surveyed in the field on June 22, 2016. 1 further certify that this "Boundary & Topographic Survey" meets the standards of practice set forth in Rule Chapter 5J-17 of the Florida Administrative Code, pursuant to FS 472.027. For the Firm By: Jeffrey W. Patterson, PSM Professional Surveyor and Mapper Florida Registration No. 6384 A Full Service A & E Firm Architects Engineers Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas a� z ® V ® > LC Survey Prepared By: CPH, Inc. 520 Palm Coast Parkway SW Palm Coast, FI. 32137 Ph: 386.446.6569 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lic. No. LC0000298 I MATCIH LINE SEE THIt SHEET 9 13 I + I I I NON-EXCLUSIVE STORM WATER RETENTION EASEMENT-ROAD/CULVERT ORB 6026. PG 195 NON-EXCLUSIVE INGRESS, EGRESS, DRAINAGE AND UTIU11ES EASEMENT ORB 6026, PG 206 NON-EXCLUSIVE INGRESS, EGRESS I AND UTILITIES EASEMENT I ORTH ACCESS ORB 5656, PG 1062 I TERMINUS I EASEMENT DEVELOPER ACCESS EASEMENT UNKNOWN ( I ORB 5740, PG 991 ORB 5740, PG 991 I FND 4"x4" CM ( I ORB 5740, PG 991 W/ LB #4281 I I I' 1599 SMH SMH TOP OF LID ELEV=147.16 I i N INV ELEV(8" PVC)=139.00 S INV ELEV(8' PVC)=138.91 S E INV ELEV(8" PYC)=138.99 �TERMINUS I I----------� UNKNOWN I / I a0 PARCEL ID # 34-25-21-0010-01700-0010 OWNER: JAMM HOTELS LLC / I ADDRESS: 7839 GALL BOULEVARD / Z ORB 5656, ' FL PG 106241 1 I II WI I 1 / / NOTE: AL = 1"=100' THi VIEW I I ZI FND 4'x4' CM W/ LB #6382 MATCH LI EE THIS SHEET W� LB x #46�M ASPHALT PVMT k�6 S44°46'18"E, 0.1 t O� x O ( SIGN I k ') 0 4, ( ^� pji ,�k k S k _pko,�� o� ^ I I �o #. O� 3 ^k�' .yo, 4> 3 �' € k� `l' --&��t ^�` "� pc�' - - 1� _ 99 k� k k F k k s P k (� �' �. .y f ,�^ .�1 I ^ .�� �6ti X I x �k ��. '1kkrO / �k \ I \ k6 I I I Fl D 4�x44 CAN I 11 2 15 I FND f8" IR � €iI \ i (\�4j� / 82Co sTMH Wo/ L #4647 k All L=L rO 1 �o / WVL9oI1 �e 11 I I NON-EXCLUSIVE STORMWATER IT j5A^I III IAI =1 ®�OO 5� I.ELEV=148.79 k^� k�• i 1 k�' k�' k�- k�• ° k \ k�' k�' k1- �'\'�RETENTION EASEMENT -POND X i .5' CON CURB 0.5' NC CUR 0.5' CO CURBI ORB 6026, PG 195 W INV ELEV 1 " RCP=142.46 0 - k i �� EM ON 4 x4" I S I I I ti $ ��0 ORB 5714, PG 676 E INV ELEV 1 CPP)=142.55 �� - -€JB_ / y L I I^ I RI =13 3�1.h I I I I o ORB 5656, PG 1102 � � _-R o 149- _1� ' \ CONC POT X 1 Q.dol l k 1 y S SO ELEV=142.29 b a- t21 �k �' O' �^ CI = 1 tJ l"� x x 1 M L 0o Ox 6k (BB) LOT 1 PART OF h0 y0 �o M O M SIGN \, I x I I I= I 1 II INV ELEV(15"RCP)=139.13 +a 0 I I L 1 �,QIQ' I ° 0^ �• 0 k0' k1b' k�' 0 1 11 k� k4 ' \ k ' 1 11 \ k k S 89 58 24 E 273.13 X- X� ,� X ^ \� xN I I I I I GIB1= IS bOb07 �3 I EI I X x x x C (� I I 1 h ti t " I I I s 8" R& 1 4- 0 1 �8" 1 1 1 1 I GRASS k�ti FND 5 8" IR �k�a W oti 1 0 ad W h I I y � ,y O .y � � � �° hti FND 5/8" IR&C � I✓ I .n O ` 1 a a. // k / FND 5/8" IR&( o �6x k� kS' - - k0' k�' �k�' k� �� , �k� k� W/ ILLEGIBLE -�0 O� k6 X k I I W os I R I _ 13�29kip' Y1 IA= 13 1 0 w N ID _4" HOLLY 6 k0 ^��O I ! C 20,h R 5.5 W ILLEGIBLE �' g .5' CONC CURB 6 0^ i k6 0. CONIC C B 6.0 h �I I o O I / A TREE k k0' �. k O 1 NON-EXCLUSIVE STORM WATER �' y I I ° h RETENTION EASEMENT -GAP C = 0.45' S I I FND 5/SLtR8r`C x k k k k �k1' / x 01 / I I 150,� 1 L1 = 2,I' 0 h I �I ORB 6026, PG 195 I = II 0.47' �k °� W/�LB #7106 \ \ x Oh° x j I FND 5 8" IR&C x� I ( 1 I C� IN X' 0°�6 6 W X\ X\ Nj a y k' /(•S48°O9'12"E, 1.27') \ 1� 7 13" DA h y 8 / W/ ILLEGIBLE 2 P I I I I 1 I A C� = S 12'59 �7" E ✓ ❑ ❑ �� 1 I I I I I II 11 12QLM ! O i 00 p o /mZ n E }}�q x �� �`� TREE A� 1'\ k I 'y k� k0- h� O 6 /�k "� A '`6' k6 O 0 2 v. /q I I I I C5 (P) \ �.�a k \` 0 k ° �. '� k k 6 1 a i8 I I V 0 1 1 �k 12" PA4M k x k 1 1' } k1 k^ k^ \ x y� k1. k1 k6 k� ro- k C °i pp f A = 27 2511\' \ \ x���1 TREE \ x�� k� k ^� �o� � ° / / k k ��O'6�y x kO 1 I I ") I dRA S I I I I R = 45.50 k0'(� I C= 21.57 12" PALM 1 \\ k TREE b R\ m \ Oh , i�@ k // 50 \ \ ^ x�ko \ m \ �k1 �k^ �O 1k6 q� 1k1 ASPHALT PVM-r�ooS k0 ya 11b, ` ^k 1 L = 21.77' \ / kI IIII I "I II �x� a 1 n \ \ x '\ o 0 1 11 v \ X FGI k x x �x N 48 46 W ❑3 TOP ELEV=14s.91 ko \ I _ E AL POET I I I I i k I I I 1 �3y°�' k k o 0 � W INV ELEV(18" CPP)=143.02 � IA- � � � ,�k o, � 1 oI I T ( r7 � � / ti CB S 33 45 43 E \ k ti� �' �° o� 0 1 F i ° 92.96 1 0 -� ^ •••^-•-x E INV ELEV(18' CPP)=143.10 - i O \ o kb' ,k I c1 I SMH �k 4' �F '` X� h ' \ ,�k � 14� ° °' b x TOP OF LID ELEV=148.08 \ \ 9Gp qs C'� k ry o y g O k ° 5 1 0 x N !NY ELEY(8" PVC)=138.41 \ \ �O,t,GSj 9k ko 6 I S INV ELEV( " CPP)=143.11 �k \ \ �k^a �� 0 k \ \ k0�1 ko( GI I I 1 k X BO ELEV=142.58 k k 6' I SE !NY ELEV(8" PVC)=138.30 \ \ F� q T s X \ �ti�� o k6 x�k x `'Op V 14 A 1 t 1 � �I 0 g\ 0° k1' �' ?b 0 0 I I� INV L�V(1 PP =1143.6 I 1 1 I N i _ \ (� (� B�9QC 0b / k4b k gI 60 �k1 ( . .N% -148- - x�k x�k'b �� Xk� ^ 0� oo�� k OTT EFEV 1 .11� 1 1 I 3 \ \ \\ ~�G�G �q k L f ° x k � \� ��� °� k &� APE MYRTLk � k�� �• O / k ko'� k6 I I 1 _ \ \ ��,� o? ���'' k° 5 �� (x k �,- = �' �k I Is 1 I F I I I I I I I I k "CRAPE MYRTLE GRASS ^� k k �n \ \ ®��� FSSS A 19si• �k9. ``-O `'` �j Groh k ^k��l' I X'� 1 `L k�ID I I 1 I ry,A' � I I I 1 ^n�)j I I I ��'b.ry�rw \ \5�' E`• F ni O kA' k C k0• rL „j 1 ,\k1- k ,�k X '�k - �k - x- ' 1 1 x X 6�� ^� k^ 91 �� I III I I 1 �8 �9I7.9' I( 1 I y 1ti ti\\? k�b A=148a46'15" 7 �� I I I I 13 Y 1 I I I I I �` a o 1 ��� ❑ �k 1 1 1 I I I 7 236. OL I I I I I I ®� \ 91 \\ R = 1T5.00 k1 �k �� ^�� o� �' k� �� I I i !(_ 238. 0 1 I o `' � \ FND N&D C=/61.93 ` k ` A\1 I I I 0 1'04�° \'l�Ai/�, 15 \ \ W/ LB #s382 °° L =163 ' k SITE BENCHMARK #1 �k°� ° s' ALUMINUM POST x J / I I _ k TOP OF PK NAIL & DISK \ / 11�6 I I I ryL� I I q o� ti� C7 (n W • •-- kk WITH 'BM" LB #7143 \ oo �L h4° k / I I 1 I P ti� ti6 'b- '111 JiE \ AS LT PVMT 0 k I x - P 2 \ �sti y k1' k� ELEV = 147.54 k^ \ k1 kro k X� �ti/ / / / x pl I I l I l �`C x ------------ ---�Fq h6 k0kh �' O X� X� x� X� �k x /� / I I I I I I I / O_r(, \�BUSSTOPSI ����yy p-O - - - - - - - - - - - - - - - - - - - - - - - `d Lin TERMINUS \ c" Otis k� x^k�• 6 ASPHALT PVMT \ \14 k�6S k �kP/ / I I I I 1 0., �\?• ry^ ® 00 1 UNKNOWN PRIVATE INGRESS -EGRESS "- 10HHU 1 JH �ti `. ti m PARCEL ID # 34-25-21-0150-00000-0010 \ O �k ' UTILITY EASEMENT WITH ` 1k gk 1" I HU W D OWNER: KOS PROPERTIES LLC \ SM O? PUBLIC ACCESS k �� kA�1 k1`i9 k�6ry k^�6 k^ �� \ \ k66o �k k ^�4 8' / I I I I 1 I I �, I ` J Q W ADDRESS: 7813 GALL BOULEVARD \ TOP OF LID ELEV=747.84 ^ // kA, K� X , I I I 1 I I t `� I (/� •,J a. SMH ZEPHYRHILLS, FL 33541 \ NE INV ELEV(8" PVC)=137.69 \ o - 5 ^ APPARENY USE 1 0 6 / I I I I Y: l .,:` ::::'::: I ' Q TOP OF LID ELEV=149.32 LOT 1, NORTH TOWN CENTER \ W INV ELEV(8" PVC)=137.70 k� �k X h PB 50, PG 31 x ph k \' k k\"o 6 0 0 I I �• Q'•.. I .. 15.00' 5 h k BY OTHERS L� 1 / ° I I I \.'.::...: > N INV .ELEV(s" PVC)=145.85 C8 \S INV ELEV(8' PVC)=137.61 sr� k��. k o a k ko I �. I 1 ..'6 ^ 1 0 ORB 5774, PG 676 k k 1 k �� / E I I \ 1 o E INV ELEV(8' PVC)=145.77 I 15' UTILITY EASEMENT e^ tik k�� �k� k a ❑ k1' x X�� x S L1 P �k\ �k�^. ^0 �6 2 f 2 / I X STMH --------------- _ X N 00 01 15 W �• C / / / / 1 ti TOP ELEV=148.84 /- -7 a �k� k �?' q�3 k�, 0.64 N INV ELEV 18" RCP=141.14 \ 1 k x�k ° ' 1 / ^ ^ k1� k1� L k� X_ 1 ` '\ k '\ E INV ELEV(18" RCP)=139.07 � 1 ^k k 0 k k X '� �k A k� - k 1X- BOTTOM ELEV=138.54 "�""•" , #'.. �. 0. NON=�XCErt1SYE '$� O od- '\ 1k ro - (,,,, .... ";. ":: :...'.I.,,.: �7(�:,.x,,: ��in 6 8 14 16 - - - - - PARKING EASEME T Y x k ^ P ko TOP ELEV-147.15 X 17 18 X k k 0k �6A 95 I ti0 C' I' I' ory' OR 5714, PG 676 ( ) X ° OO �� k ff FL M I ok a 15' UTILITY EASEMENT I, I CON U E �' ORB 5072, PG 086 ---- ----- --- --- FND N&D \06 a 1 n �� - x 1k I I ry 9 PB 50, PG 31 I S 89 58 39 E N INV ELEV(15' CPP)=143.34 SITE 6:1.: W LB 382 6 S INV ELEV 15" CPP=143.48 PARCEL ID # 34-25-21-0150-00000-0020 1 �• x or - - PB 6026, PG 266- - - - - - -� - - / k 1 ( ) OWNER: HILL GRAY SEVEN LLC k1 �k 4' CLF k�" BOTTOM ELEV=143.05 ADDRESS: 7809 GALL BOULEVARD FGI--'��O S D N& X_k TERMINUS ZEPHYRHILLS, FL 33541 h° h� ��� 5k h �. TOP ELEV=147.45 UNKNOWN ti LOT 2, NORTH TOWN CENTRE k \ 1 �15' UTILITY EASEMENT W INV ELEV(18' RCP)=140.89 1 g0 u8 6 k PB 50, PG 31 x PB 42, PG 58 BOTTOM ELEV=14SMH a �'�O \ k x o SMH SET N&D / k � O 4j k ro \ t TOP OF LID ELEV=146.95 W/ LB #7143 �_ 1 I k� �k�' TRANS x� x k^ / 1 = \ N INV ELEV(8" PVC)=137.50 I 1 k ro /\ ' c 1 ` 1' 1 1 I I i I L .,•, .. ' ;'. k GRASS I E INV ELEV(6' PVC)=137.97 �k �k x\ / �: 1k 11" PALM A6 ^k1 x�k^ mo k Ly 1 ` 10�' I 0.:: I k� kh S INV ELEV(8' PVC)=137.38 0�� TREE I I I I h '\ 11 TPA REEM '�o �� �LOro L 5 7 14 16 SMH x�k /1' 1 ^ k^° / TOP OF LID ELEV=147.76 0 0 ^ k O / I \ ^� 1 / \ o tiONC OC ALI I 1 PRIVATE ACCESS � ko' k�- �k / � � W INV ELEV(6" PVC)=138.12 k1-�^ k^' � < , 1 � I I � EASEMENT k k Q k�, ^ I i I I i I I I?1 0 60 I PB 42, PG 58 25.00' �1 00' ` E INV ELEV(6" PVC)=138.18�h °o k PB 4626, PG 24 �k k x1k^ x k� I c I PB 6026, Pc zos 111 �� k % / I _ I I I i �� k6 k \ / / 0C, Oak oak h�0 TOP ELEV=146 971 ° k1' k0 / / I I I LI I "� rl I I X^I6 X�61 I N 00a00'00" 65.70' - k� STMH - k�k^ �k�1' 1k^1' W INV ELEV(15" CPP)=144.13 x k1 0 U� �41A KEK I t o I / I rn Iry O oB`s" k ASPHALT PVMT BOTTOM ELEV=143.55 I• R h / / I16 I I I �6 / �y6-- �ol �k 0. ) RGj) N RTH (P) \ �' N INV ELEV(15' CPP)=143.63 '\ I I I �ti / ti6 h• �O titi ti 6 k o� �° SE INV ELEV(15" CPP)=143.63 k �� Ix I ( I r �ti ! I x, kh J \ a ko �• BOTTOM ELEV=143.50kti 0 ° k'� FGI 1 k k1� X§ITE BENCHMARI '#2 TOP ELEV=146.70x-k x /k�, k�- I ) I I �\ ° �41 yj 15' U71UTY EASEME TOP OF PK NAIL &DISK NW INV ELEV(15' CPP)=143.84 c3 I q I I I I �o� �C 1 PARCEL ID # 34-25-21-0110-00000-0010 FND N&D ORB 507 PG 886 h0 WITH "BM" LB J7143 5 q E IN* ELEV(15' CPP)=144.9jdy0' 6 B 50S 31-3 `ti B OM ELEV=143.43 �' k6 I f OWNER: WAL-MART STORES EAST LP W/ LB j/7106 �a y° �� k �� EV = 147.35 k1 k�k .1 �k k �� !'`� / / 'P° 1 I INVI EytV(15"424"j P \)=1L5.2\1 x� x� ADDRESS: 7623 GALL BOULEVARD k k k\' kA _ / \ I w ZEPHYRHILLS, FL 33541 g k A ° CRAPE MYRTLE LOT 1, ZEPHYRHILLS SUPERCENTER-A O L �• ( I �� ! o PB 42, PG 58 �k0 k �k0. k' �k� k6 ` fiR E W ORB 8060, PG 459 13' AK x�k n TREE\ k\' CRAP) MY�iTLE c X\ \ O 5'X5' MONUMENT SIGN EASEMENT ORB 5656, PG 1079 ORB 5714, PG 676 C1 (P) A = 90a00'00" R = 33.50' C = 47.38, L = 52.62' CB = N 45a00'00" W FGI TOP ELEV-146.09 E INV ELEV(12" PVC)-142.76 S INV ELEV(15' RCP)-142.07 BOTTOM ELEV-141.82 x ASPHAL x.11 k 1- �k ( �k1 • k %\ k1 6 4 HOLLY , klD1r�� / STTjj���ff11 H.�^� \ x �k6 k k 5' CONIC C RB k - - ,�k� k T - k 0.5 CONIC CU k T EX AP / bo TGP ELEV-136.96 k !\ry X .5 .k_ -5"-ROILY bhp,. ^�'-*o O °� ^ -147 `� INV ELE�(15'24"CPR)=127.40 'L `b \ 0 - 1\' �. cod �k k^ • h• ' 6• k TTOM E V-127.01 TR LLY4„�E `fury hs1 x k� - = x k 5"HOL 5„ HOLLY k5" HO Y146 X Y I t Tb - X / --c �kh FREE k-"T(NP� �1 5 g �� O -144- f 1 1 �,`•�k k kpc�.► k k _ -143 - k't• - ti`7 ' k '�k- 1...r� `,y��i . '' , , . ' .: „�iS %�. ^3 i k ,.5 CO (C C&G h J ° k. �_ 6 I "'° GRAPHIC SCALE 10 CM �k O 1 5 ~ o FND \ \ 1a � N&D �^ i 6 II I 20 0 10 20 40 D, LB r382 LB #2 6 �K' \^k x---/ g 90000,001, W 156.6925' ACCESS EASEMENT NORTH LINE LOT t , o� W'3i�F�) N� ��, �� aI� � pe 42r PG ss S 00'00 0®" E 25r00 FND N&D ( IN FEET j S 00'09'22" W 24.96' W/ LS #6382 1 inch = 20 ft. N 90'00'00" W 156.69' s 6 _ NOTE: FND N D �_ 15' UTILITY EASEMENT & W/ LB #2856 PARCEL ID # 34-25-21-0110-00000-0020 PB 458 PB 4626, PG 24 THIS SURVEY IS NOT VALID 1NI ROUT SHEETS 1 THROUGH 2 OF 2. OWNER: FRONTIER DEVELOPMENT ZEPHYRHILLS LLC STMH GRATE TOP ELEV=146.65 TPTLE BLOCK ABBREVIATIONS ADDRESS: 7749 GALL BOULEVARD TOP ELEV=137.26 N INV ELEV(6' PVC)=142.91 ZEPHYRHILLS. FL 33541 N INV ELEV(15"x24"CPP)=127.55 Eng. =ENGINEERING L.B. = LICENSED BUSINESS S INV ELEV(6" PVC)=142.99 LOT 2, ZEPHYRHILLS SUPERCENTER-A C.OA.=CER77FICATEOFAUTHORIZATION Arch.=ARCHITECTURAL W BOTTOM ELEV=145.21 PB 42, PG 58 E INV ELELEV=127. CPP)=127.48 Landsc . = LANDSCAPE N/A = NOT APPLICABLE Lie, = LICENSED BOTTOM ELEV=127.34 P - E BOTTOM (FULL OF DIRT) ORB 5206, PG 961 No. = NUMBER P.O. = POST OFFICE ©= COPYRIGHT A Full Service Firm Architects Engineers Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut Maryland ® Texas �I 1104114*1 ® z Q 0:co § O N �° ® -.I Nri av G> • , r> 01 con ® �. Survey Prepared By: CPH, Inc. 520 Palm Coast Parkway SW Palm Coast, Fl. 32137 Ph: 386.445.6569 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lie. No. LC0000298 � F � l � i 1 4�a�.e.c�:. 3E SEE NOTE 21, SAVE AND PROTECT. IEEEIIj u\ \.12 o r a e z V PALM ; 1 A M TREE1 �¢a� R x PALM TRMI = I I ,W. Y It k Z h 31 r .. \\ i MEEti k� NEATLAWC PAVEMEN URB. TOP OF UD F � V a .84 NE NV MDjV(- P%,�C) 137.6 W INV EL_aPkS- I 1 "7.,t S INV E 5- P °._a c, 5T 61 T A.7. a IN?' E Eg1S�,1. SOT 4 �Ufl% 'TOP OF LM E-LEV-146,96 6 INV Vx 1 3­7gA9 S INV uiw�..""a ` A "j 7.38 NEATLY SAWWUT PAVEMENT/CUB. REFER TO SHEET C-7 FOR PROPO D 1/VATER ��i�SIGN. NEATLY SAWCIJT PAVEMENT/CURB. a CRAPE MYRTLE EXISTING STORMWATER SYSTEM TO BE SAVED AND PROTECTED DURING CONSTRUCTION. 16± OF SANITARY PIPE TO BE REMOVED, REFER TO SHEET C-7 FOR PROPOSED SANITARY DESIGN. TREES TO BE REMOVED .ter 'S ^ 1 a" a Ar..i EXISTING ELECTRIC SERVICE LINE FROM SMH PROPERTY TO TRANSFORMER TO BE SAVED AND 11 TOP, O UO ELEV-14 7.75 p INV �(5- PVC)-1&8A2 ROTcCTED DURING CONSTRUCTION. E NV - PVr SAS EXISTING STORMWATER SYSTEM TO 13E SAVED AND PROTECTED DURING CONSTRUCITION. TO ELEV-1 ,72 W INV ENJ15" I' PP) 1 ,52 BOTTOM ELEV"=143A5 SEE NOTE 21, SAVE AND PROTECT. _ ) U 4.z.m,....,..a _. .w1 SEE NOTE 21, SAVE AND \ I PROTECT. 1 INCH = 40 FEET DEMOLITION LEGEND INDICATES ASPHALT PAVEMENT, CONCRETE, CURB & GUTTER, STRIPING, LIGHT POLES, AND PULL BOXES TO BE REMOVED. "�— INDICATES OBJECTS TO BE REMOVED. DEMOLITION NOTES 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ON -SITE LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION, AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION, REMOVAL, AND RELOCATION OF EXISTING STRUCTURES, PAVEMENT AND UTILITIES AS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 3. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HIMSELF WITH THE STRUCTURES TO BE DEMOLISHED. A BRIEF DESCRIPTION OF THE STRUCTURES IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. 4. ALL ON -SITE UNDERGROUND STRUCTURES AND PIPING MUST BE COMPLETELY REMOVED AND OVER EXCAVATED BY A MINIMUM OF 12" BENEATH THE STRUCTURES TO BE REMOVED. CONTRACTOR SHALL USE APPROVED FILLING MATERIAL FOR FILLING THESE AREAS. FILL SHALL BE OF CLEAN, FINE SAND AASHTO CLASS A-3 AND SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). 5. ALL EXISTING STRUCTURES, PAVEMENTS, SLABS, FOUNDATIONS, STEPS, AND OTHER EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE; DEMOLISH COMPLETELY ON THE PREMISES. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK, 7. ELECTRICAL, TELEPHONE, CABLE, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 8. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY DEBRIS AND EQUIPMENT. 9. WET DOWN MASONRY WALLS AND DEBRIS DURING DEMOLITION AND LOADING OPERATIONS TO PREVENT THE SPREAD OF DUST. 10. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING DEMOLITION/EXCAVATION PROCESS. 11. DISPOSAL 11.1. FILL FOR LOWER LEVELS OF DEMOLISHED STRUCTURES MAY INCLUDE CONCRETE OR MASONRY RUBBLE RESULTING FROM DEMOLITION, SUBJECT TO THE E/A'S APPROVAL RUBBLE SHALL NOT EXCEED 12 INCHES IN LONGEST DIMENSION. 11.2. REMOVE AND LEGALLY DISPOSE OF ALL OTHER RUBBISH, RUBBLE, AND DEBRIS. COMPLY WITH ALL APPLICABLE LAWS AND REGULATIONS GOVERNING DISPOSAL OF WASTES AND DEBRIS. 12. PAVEMENT REMOVAL 12.1. WHERE EXISTING PAVEMENT IS TO BE REMOVED, SAW -CUT THE SURFACE LEAVING A UNIFORM AND STRAIGHT EDGE WITH MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. 12.2. WHERE EXISTING PAVEMENT, CURB, CURB AND GUTTER, SIDEWALK, DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES, FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC. SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL. CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES, PAINT, AND EQUIPMENT REQUIRED. 13. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 14. PERMITTING: IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY REQUIRED PERMITTING FOR DEMOLITION FROM RESPONSIBLE REGULATORIES AND FULLY ACKNOWLEDGE AND COMPLY WITH ALL REQUIREMENTS PRIOR TO REQUIREMENTS COMMENCING DEMOLITION WORK. 15. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 16. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SEE SHEET C-3. 17. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THIS SHEET BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, SIDEWALK, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 18. ALL EXISTING UTILITIES WITHIN THE R.O.W. SHALL BE ADJUSTED, REMOVED OR RELOCATED AT THE CONTRACTOR'S EXPENSE. ACTUAL WORK SHALL BE COORDINATED BY THE CONTRACTOR DIRECTLY W/ THE APPROPRIATE UTILITY COMPANY. ALL EXPENSES SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 19. THE PROPOSED BUILDING AND PAVEMENT AREAS PLUS MINIMUM 10 FOOT MARGINS BEYOND SHOULD BE CLEARED AND STRIPPED OF ALL UNSUITABLE SOILS, STRUCTURES AND ASSOCIATED SUBSTRUCTURES (I.E. SEPTIC TANKS, IF APPLICABLE), PAVEMENTS, ORGANICS, TREES (INCLUDING ROOTS GREATER THAN j INCH IN DIAMETER) AND ANY OTHER DELETERIOUS MATERIALS. ORGANIC CONTENT TESTS PERFORMED IN THE UPPER 6 TO 12 INCHES ACROSS THE SITE INDICATE THAT REMOVAL OF ORGANIC CONTAINING SOILS TO DEPTHS OF 12 INCHES SHOULD BE EXPECTED BENEATH THE BUILDING AND PAVEMENT AREAS. 20. CONTRACTOR TO REMOVE EXISTING WATER/SANITARY SYSTEM UP TO CITY CONNECTION POINT. 21. UNLESS OTHERWISE NOTED, SAVE AND PROTECT EVERYTHING ELSE ON AND OFF SITE. 22. ALL AREAS DISTURBED IN THE RIGHT OF WAY SHALL BE RETURNED TO ORIGINAL CONDITION OF. BETTER. BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH 0,- -0--, INC. Ki,.ow what's below. s; �.CfI�€in�lre. 6b' C311 before you dig. I a--a<�--was•--•.�, a ���—�.?� ,� --v.��;�z_. _.. _.;•�k 4Au 4 f' T. 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W�� . . . � 1d k11 N I1 �K< "*. 4 s,�p -9 P � < r r 1 .11 g a� nF .> 2 fl .m $�C w� 11 3r .. ..I �, .�...F.0 M ,I F° y_a I T. 1. .: „....e...,.n.,..,. �rr..r........................ _..._...._....._....._-.„„,„ .„.m„�,„„„.„... ,....` .....r.. ..�... ....a.,.,. ............„...:.. gym...... .,.�. ,.. ... 1 1, 1<a , , +s REO/EALED BACK OF CURB , I I SILT FENCE I I �� ,1<. € 1 gI i I ,Ill .- - A .._�. SEQUENCE OF CONSTRUCTION THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION AS DESCRIBED BELOW. IF THE CONTRACTOR FINDS THAT THE SEQUENCE NEEDS TO BE MODIFIED, THE CONTRACTOR SHALL CONTACT THE CEC FOR FURTHER DIRECTION. THE INSTALLATION OR REMOVAL OF BMPS, EARTH DISTURBANCE, GRADING, TEMPORARY STABILIZATION AND PERMANENT STABILIZATION SHALL BE IMMEDIATELY NOTED IN THE SWPPP IMPLEMENTATION LOG AND ON THE SITE MAP. THE CONTRACTOR SHALL DISTURB ONLY THOSE AREAS NECESSARY TO INSTALL THE BMPS UNTIL DIRECTED IN THE SEQUENCE TO BEGIN CLEARING AND GRUBBING OPERATIONS. ALL TEMPORARY BMPS SHALL BE REPAIRED AND MAINTAINED UNTIL STABILIZATION HAS OCCURRED AND THERE IS NO RISK OF DISCHARGE, THEN THEY SHALL BE REMOVED, 1. POST A COPY OF THE NOI OR LETTER FROM FDEP CONFIRMING COVERAGE UNDER THE GENERIC PERMIT, AND THE NAME AND PHONE NUMBER OF THE CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL INSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS. 2. INSTALL PERIMETER CONTROLS IMMEDIATELY DOWNSTREAM OF THE PLANNED LOCATION OF THE CONSTRUCTION EXIT. 3. INSTALL STABILIZED CONSTRUCTION EXIT. 4. INSTALL REMAINING PERIMETER CONTROLS. 5. INSTALL TEMPORARY PARKING AND STORAGE AREAS (TRAILER, PARKING, LAY DOWN, SANITARY FACILITIES, WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC). 6. BEGIN DEMOLITION, CLEARING AND GRUBBING OPERATIONS AS APPLICABLE. 7. BEGIN CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. TEMPORARILY SEED, IMMEDIATELY AND THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE. 9, INSTALL UTILITIES, STORM SEWERS, CURBS AND GUTTERS, 10. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES AS EACH INLET STRUCTURE IS INSTALLED. 11. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 12. PREPARE SITE FOR PAVING. 13. PAVE SITE. 14. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 15. COMPLETE GRADING AND INSTALL PERMANENT STABILIZATION OVER ALL AREAS. 16. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED). 17. SUBMIT NOTICE OF TERMINATION (NOT) ONCE ALL CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED PER PLAN. Stormwater Team 'Description Name Company Contractor: Contractor's Responsible Authority: Qualified Ins ector s : Maintenance Personnel: The contractor shall complete this table identifying the individuals of the stormwater team and their responsibilities. ACREAGE SUMMARY TOTAL SITE AREA ON -SITE DISTURBED AREA OFF -SITE DISTURBED AREA TOTAL DISTURBED AREA 1.19 AC. 1.19 AC. 0.08 AC. 1.27 AC. V.. ® >- `Cl 0 \QQQ� Q UI IT t iE 0 M� W 3E Q'^ O A \I I I S , I I I I I I I GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FEET LEGEND e=2 DIRECTION OF FLOW - =2 /o SLOPE OF FLOW - I - LIMITS OF DISTURBANCE PERMANENT SEEDINGIVEGETATION TEMPORARY SILT FENCE aPROPOSED INLET PROTECTION SOIL TYPE: 43 -- ARREDENDO FINE SAND, O TO 5 PERCENT SLOPES. ® ® BARRICADE THIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH RULES OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25-FAC AND THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT. SITE DESCRIPTION A. SITE LOCATION: THE SITE IS LOCATED AT 7809 GALL BOULEVARD, ZEPHYRHILLS FLORIDA 33541 B. SITE CONDITIONS & ACTIVITIES NARRATIV E: THE EXISTING CONDITION OF THE SITE IS DEVELOPED WITH A PREVIOUSLY EXISTING RESTAURANT. THE SITE WILL REMAIN ATAPPROXIMATELY THE SAME GRADE AND HAVE NO MAJOR EFFECT ON ABUTTING PROPERTIES. WETLANDS/BUFFERS "NO WETLANDS OR BUFFERS ARE ASSOCIATED WITH THIS PROJECT'. SWPPP INTENT THE INTENT OF THIS SWPPP IS TO COMPLY WITH THE INTENT OF THE GENERIC PERMIT AND TO PREVENT THE RELEASE OF SOILS, TRASH, CHEMICALS, TOXINS AND OTHER POLLUTANTS, BY WATER, AIR, VEHICLE TRANSPORT OR OTHER MEANS THAT CAN IMPACT STORM WATER QUALITY. THE CONTRACTOR SHALL OBTAIN A COPY OF THE GENERIC PERMIT AND RETAIN ON -SITE FOR FUTURE REFERENCE. THE CONTRACTOR SHALL READ AND UNDERSTAND THE PERMIT, AND ENSURE THAT THE BMP'S ARE INSTALLED AND THE EXECUTION OF THE WORK IS PERFORMED TO MEET THE INTENT OF THE GENERIC PERMIT AND THE SWPPP. POTENTIAL SOURCES OF POLLUTION THE POTENTIAL SOURCES OF POLLUTION THAT MAY REASONABLY BE EXPECTED TO AFFECT THE QUALITY OF STORM WATER DISCHAR GE RGE ASSOCIATED WITH CONSTRUCTION ACTIVITY INCLUDE: SEDIMENT, PESTICIDES, FERTILIZER, PLASTER, CLEANING SOLVENTS, ASPHALT, CONCRETE, GLUE, ADHESIVES, PAINTS, CURING COMPOUNDS, WOOD PRESERVATIVES, HYDRAULIC OIL FLUIDS, GASOLINE, DIESEL FUEL AND KEROSENE. GENERAL NOTES A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM 62-621.300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESS OR THROUGH THE FDEP ON-LINE SYSTEM AT LEAST TWO (2) DAYS BEFORE COMMENCEMENT OF CONSTRUCTION: NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, 2600 BLAIR STONE ROAD, TALLAHASSEE, FLORIDA 32399-2400 THE CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (NOT) WITHIN 14 CALENDAR DAYS AFTER THE SITE HAS ACHIEVED FINAL STABILIZATIONT A (I.E. ALL DISTURBED SOILS AT THE SITE HAVE BEEN FINAL STABILIZED), TEMPORARY BMPS HAVE BEEN REMOVED, AND STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE AUTHORIZED BY THE PERMIT HAVE BEEN ELIMINATED. AN ENVIRONMENTAL RESOURCE PERMIT, PERMITTED THROUGH SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT, HAS BEEN OBTAINED FOR THIS PROJECT. PERMIT NUMBER 44024630.003, ISSUED OCT. 4, 2004. MS4 OPERATOR NAME (IF ANY): FDOT THE CONTRACTOR SHALL PROVIDE A COPY OF THE NOI AND SUBSEQUENT NOT OR THE ACKNOWLEDGEMENT LETTERS FOR THE NOI OR NOT TO THE MS4 WITHIN 7 DAYS OF RECEIPT. THE CONTRACTOR SHALL ALSO COORDINATE WITH THE MS4 TO ENSURE THAT ALL SPECIFIC REQUIREMENTS ARE MET. B. WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS. C. EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: I. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. II. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE PROTECTED DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. III. PERIMETER EROSION CONTROL DEVICESPLACE L SHALL REMAIN IN AC UNTIL FINAL SITE P A STABILIZATION HAS BEEN ESTABLISHED D. CLEARING AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROL BMP'S SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF -SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY. E. THE CONTRACTOR SHALL FURNISH, INSTALL PER THE SEQUENCE OF CONSTRUCTION, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY TEMPORARY BMPS. THE CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT BMPS. F. THE CONTRACTOR SHALL ADJUST, ADD OR MODIFY BMPS AS NECESSARY TO COMPLY WITH THE INTENT OF THE GENERIC NPDES PERMIT AND THE SWPPP FOR NO ADDITIONAL COMPENSATION. THE CONTRACTOR SHALL CONSULT WITH THE CEC PRIOR O ADJUSTING, T DJ ING ADDING OR MODIFYING BMPS THAT AFFECT THE HYDRAULICS OF THE SITE OR BEFORE ADDING BMPS NOT DETAILED IN THE SWPPP. G. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING WATER. H. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES, OR THE APPLICABLE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE VIDE POLLUTION PREVENTION AND G CONTRACTOR SHALL PRO POL UT ON EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION. T ULTIMATE RESPONSIBILITY CATION. IT IS THE CONTRACTOR'S UL M E RES ONS TY TO ASSURE THAT THE STORMWATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE APPLICABLE JURISDICTIONAL AUTHORITIES. I. THE CONTRACTOR SHALL KEEP THE SWPPP CURRENT AT ALL TIMES. THE CONTRACTOR SHALL SIGN AND DATE ANY CHANGES TO THE SWPPP AND KEEP THEM AS ATTACHMENTS TO THE ORIGINAL PLAN. WHENEVER ANY OF THE FOLLOWING EVENTS OCCUR, THE CONTRACTOR SHALL UPDATE THE SWPPP WITHIN 7 DAYS: I. THERE IS A CHANGE IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE THAT HAS A SIGNIFICANT EFFECT ON THE DISCHARGE FROM THE PROJECT 11. THERE IS A NEW DISCHARGE POINT OUR OUTFALL Ili, THERE IS A CHANGE IN THE LOCATION OF A DISCHARGE POINT OF OUTFALL IV. AN INSPECTION REVEALS THAT BMPS ARE INEFFECTIVE AT ELIMINATING OR MINIMIZING POLLUTANTS IN THE STORMWATER DISCHARGED FROM THE SITE. V. THERE IS A NEW SUBCONTRACTOR IMPLEMENTING ANY PORTION OF THE SWPPP VI. A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR GREATER THAN A REPORTABLE QUANTITY OCCURS DURING A 24-HOUR PERIOD J. THE CONTRACTOR SHALL ENSURE THAT THE CONTRACTOR AND ALL SUBCONTRACTORS RESPONSIBLE FOR IMPLEMENTING SWPPP CONTROL MEASURES FILL OUT THE CONTRACTOR / SUBCONTRACTOR CERTIFICATION TABLE INCLUDED IN THIS SWPPP. K. THE CONTRACTOR SHALL COMPLETE THE CONSTRUCTION SEQUENCE TABLE INCLUDING IN THIS SWPPP PRIOR TO PROCEEDING WITH THE INSTALLATION OF BMPS AND PRIOR TO GROUND DISTURBING ACTIVITIES. THE CONTRACTOR SHALL COMPLETE THE TABLE WITH ANTICIPATED DATES IN WHICH THE BMP WILL BE UTILIZED OR THE ACTIVITY WILL OCCUR. STABILIZATION A. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED AND WILL REMAIN UNDISTURBED FOR 7 DAYS OR MORE, STABILIZE BY COVERING WITH ADEQUATE AMOUNTS OF MULCH OVER SEED AND PERIODICALLY WATER TO PROMOTE AND MAINTAIN GROWTH OF THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVE BMP. B. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. C. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4HA V SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. CONSTRUCTION SEQUENCING TABLE ANTICIPATED CONSTRUCTION SEQUENCE* INOVIDECIJAN FEB TEMPORARY CONTROL MEASURES STORM FACILITIES ROUGH GRADE / SEDIMENT CONTROL FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION FINISH GRADING PERMANENT CONTROL MEASURES * THIS IS ONLY A GUIDE, CONTRACTOR IS TO USE HIS JUDGMENT TO MODIFY AS NEEDED. DUST CONTROL A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/Oft VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IF REQUIRED DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET. WASTE MANAGEMENT A. THE CONTRACTOR SHALL ENSURE THAT ALL WASTE AND DEBRIS ARE MANAGED DAILY SUCH THAT THEY WILL NOT IMPACT STORMWATER OR LEAVE THE PERMITTED AREA, AND DISPOSED OF PROPERLY IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. B. THE CONTRACTOR SHALL ENSURE THAT ALL CHEMICALS, OILS, FUELS, HAZARDOUS WASTE, UNIVERSAL WASTE AND TOXIC SUBSTANCES ARE PROPERLY MANAGED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. THE CONTRACTOR SHALL ENSURE THAT WASTE IS NOT DISCHARGED FROM THE SITE, AND DOES NOT IMPACT STORMWATER OR GROUNDWATER. C. THE CONTRACTOR SHALL PROVIDE APPROPRIATE AND ADEQUATE WASHOUT FACILITIES TO ENSURE THAT CHEMICALS AND WASTE IS NOT DISCHARGED FROM THE SITE, AND DO NOT IMPACT STORMWATER OR GROUNDWATER. (E.G. CONCRETE/MASONRY WASHOUT PAINT WASHOUT EIFS ETC.) THE CONTRACTOR SHALL CLEAN UP SPILLS PROMPTLY AND ENSURE THAT WASHOUT AREAS ARE PROPERLY MAINTAINED TO PROVIDE ADEQUATE VOLUME TO PREVENT OVERFLOW. D. THE CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FACILITIES FOR SITE PERSONNEL, MAINTAIN THROUGHOUT CONSTRUCTION, AND PROVIDE FOR PROPER DISPOSAL IN ACCORDANCE WITH APPLICABLE STATE, LOCAL AND FEDERAL REGULATIONS. SANITARY FACILITIES SHALL BE PROPERLY SECURED TO PREVENT TIPPING. E. A SPILL CONTROL AND CONTAINMENT KIT (CONTAINING FOR EXAMPLE, ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST, ACID, BASE, NEUTRALIZING AGENT, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, PLASTIC AND METAL TRASH CONTAINERS, ETC.) SHALL BE PROVIDED AT THE CONSTRUCTION SITE AND IT'S LOCATION(S) SHALL BE IDENTIFIED WITH LEGIBLE SIGNAGEAND SHOWN ON THE SITE MAPS. A. THE SPILL CONTROL AND CONTAINMENT KIT SHALL BE OF SUFFICIENT QUANTITIES AND Q S APPROPRIATE CONTENT TO CONTAIN A SPILL FROM THE LARGEST ANTICIPATED PIECE OF EQUIPMENT AND FROM THE LARGEST ANTICIPATED QUANTITIES OF PRODUCTS STORED ON THE SITE AT ANY GIVEN TIME. B. CONTENTS SHALL BE INSPECTED DURING THE STORMWATER INSPECTION. F. WHEN A SPILL OF REPORTABLE QUANTITIES IS DISCOVERED ON THE SITE, THE CONTRACTOR SHALL CLEAN UP ALL SPILLED MATERIALS AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. THE CONTRACTOR F APPROPRIATE SHALL NOTI Y THE AUTHORITIES IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS, THE OWNER AND PROJECT ENGINEER. THE CONTRACTOR SHALL RETAIN CLEANUP INFORMATION AS WELL AS DISPOSAL MANIFESTS WITH THEIR SWPPP. MATERIALS MANAGEMENT AND EQUIPMENT STAGING AND MAINTENANCE A. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF. STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. B. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OR OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTOR SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE. C. THE CONTRACTOR SHALL ENSURE THAT ALL TOXIC / HAZARDOUS SUBSTANCES AND CHEMICALS ARE PROPERLY STORED, OUT OF THE WEATHER, AND USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS ARE STORED AND USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPECIES. D. THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS, EQUIPMENT, DEBRIS, WASTE, TRAILERS, AND OTHER SUPPORT RELATED ITEMS ARE CONTAINED WITHIN THE PERMITTED LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT THE STORAGE AND USE OF SUCH ITEMS DOES NOT NEGATIVELY IMPACT STORMWATER OR GROUNDWATER. OFFSITE VEHICLE TRACKING A. THE CONTRACTOR SHALL ENSURE THAT THE CONSTRUCTION EXIT IS USED BY ALL VEHICLES AND EQUIPMENT ENTERING OR LEAVING THE JOBSITE. THE CONTRACTOR SHALL MONITOR AND MAINTAIN THE CONSTRUCTION EXIT TO ENSURE THAT NO SOILS ARE TRACKED OFFSITE BY TIRES OR TRACKS, AND THAT NO SOILS ARE SPILLED BY TRUCKS OR EQUIPMENT LEAVING THE SITE. ALL TRACKED OR SPILLED SOILS SHALL BE SHOVELED OR SWEPT FROM THE ROADWAY AND RETURNED TO THE SITE. WATER SHALL NOT BE USED TO CLEAN THE SOILS FROM THE ROADWAY UNLESS THE WATER AND SOILS ARE RECOVERED BY THE USE OF A VACUUM TRUCK OR SIMILAR DEVICE. FERTILIZERS, HERBICIDES AND PESTICIDES A. THE CONTRACTOR SHALL ENSURE THAT ALL FERTILIZERS, HERBICIDES, PESTICIDES AND SIMILAR PRODUCTS ARE PROPERLY STORED, OUT OF THE WEATHER, AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL ENSURE THAT THESE PRODUCTS ARE USED IN SUCH A MANNER THAT WILL NOT NEGATIVELY IMPACT STORMWATER, GROUNDWATER OR PROTECTED SPECIES. B. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAIN VEGETATION. INSPECTIONS AND MAINTENANCE A. THE CONTRACTOR SHALL INSPECT BMPS I.E. DISCHARGE LOCATIONS CONSTRUCTION EXIT PERIMETER CONTROLS, INLET PROTECTION, STABILIZATION, EROSION CONTROL, DOCUMENTATION, I WASTE DISPOSAL AREAS MATERIAL STORAGE AREAS ETC. TO ENSURE THAT BMPS ARE NOT CAUSING OR CONTRIBUTION TO VIOLATIONS OF WATER QUALITY STANDARDS OR RESULTING IN OFFSITE SEDIMENTATION; ENSURE THAT BMPS ARE INSTALLED, MAINTAINED AND OPERATING CORRECTLY AND EFFECTIVELY; ENSURE THAT BMPS ASSOCIATED WITH STORAGE AND WASTE DISPOSAL AREAS ARE BEING USED AND MAINTAINED PROPERLY; ENSURE THAT THE CONSTRUCTION EXIT IS FUNCTION PROPERLY TO PREVENT OFFSITE TRACKING OF SEDIMENT; ENSURE THAT EROSION PREVENTION MEASURES ARE MAINTAINED TO PREVENT VISIBLE EROSION OF DISTURBED AREAS AND SEDIMENTATION AT THE DISCHARGE POINTS; AND DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS OF BMPS. INSPECTIONS MUST BE COMPLETED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS, AND WITHIN 24 HOURS AFTER A RAINSTORM OF 0.50 INCHES OR GREATER EVEN IF IT RAINS ON THE WEEKEND OR A HOLI Y. B. THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION USING THE STORMWATER POLLUTION PREVENTION PLAN INSPECTION REPORT FORM PROVIDED BY FDEP OR AN EQUIVALENT FORM. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND A RESPONSIBLE AUTHORITY AS DEFINED BY THE PERMIT. INSPECTION REPORTS SHALL BE MAINTAINED WITH THE SWPPP. THE INSPECTOR MUST BE A QUALIFIED EROSION AND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. C. ANY MAINTENANCE, REPAIR AND NECESSARY REVISIONS TO BMP ITEMS SHALL BE ADDRESSED IN A TIMELY MANNER, BUT IN NO CASE LATER THAN 7 CALENDAR DAYS FOLLOWING THE INSPECTION OR IDENTIFICATION OF THE ISSUE. UNLESS OTHERWISE SPECIFIED, ACCUMULATED SEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY OF THE CONTROL DEVICE. ALLOWABLE NON-STORMWATER DISCHARGES THE GENERIC PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES PROHIBIT MOST NON-STORMWATER DISCHARGES DURING THE CONSTRUCTION PHASE. CERTAIN DISCHARGES ARE ALLOWED BY THE PERMIT, PROVIDED APPROPRIATE BMP'S ARE UTILIZED AND THE DISCHARGE DOES NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. ALLOWABLE NON-STORMWATER DISCHARGES THAT OCCUR DURING CONSTRUCTION ON THIS PROJECT PER PART 3.2 OF THE GENERIC PERMIT ARE: DISCHARGES FROM FIRE FIGHTING ACTIVITIES. FIRE HYDRANT FLUSHINGS. WATERS WITHOUT DETERGENTS USED TO SPRAY OFF LOOSE SOLIDS FROM VEHICLES. WATERS USED TO CONTROL DUST. POTABLE WATER SOURCES SUCH AS WATERLINE FLUSHINGS. LANDSCAPE IRRIGATION AND DRAINAGE. ROUTINE EXTERNAL BUILDING WASHDOWN PROVIDED NO DETERGENTS ARE USED. PAVEMENT WASHWATERS THAT DO NOT CONTAIN DETERGENTS, LEAKS, SPILLS OF TOXIC OR HAZARDOUS MATERIALS. AIR CONDITIONING CONDENSATE. SPRING WATER. FOUNDATION OR FOOTING DRAIN FLOWS THAT ARE NOT CONTAMINATED WITH PROCESS MATERIAL SUCH AS SOLVENTS. NONCONTAMINATED GROUND WATER ASSOCIATED WITH DEWATERING ACTIVITIES AS DESCRIBED IN PART 3.4 OF THE GENERIC PERMIT. RETENTION OF RECORDS THE PERMITTEE SHALL RETAIN COPIES OF STORMWATER POLLUTION PREVENTION PLANS AND ALL REPORTS REQUIRED BY THIS PERMIT, AND RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT, FOR A PERIOD OF AT LEAST THREE (3) YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION (NOT) IS SUBMITTED. REFERENCES THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR JOB #S13352 AS PREPARED BY CPH, INC. ON JULY 5, 2016 ARE HEREBY REFERENCED AND MADE A PART OF THIS PLAN. 40TE: 'ONTRACTOR SHALL PAY CLOSE ATTENTION WHEN CLEARING AND/OR 3RADING THE SITE TO ENSURE THAT WHEN EXISTING ROOTS ARE NCOUNTERED THEY ARE CUT OFF EVENLY WITH CLEAN SHARP PRUNINC- FOOLS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING THE )AMAGE OF THE EXISTING ROOT SYSTEMS. A Full Service Fir Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: e Florida e Puerto Rico • Connecticut e Maryland IS '= 75 W CL O C LL O 1-- U) � > m CO CSC W 0 O M NC14 N ® ® ® ® ® ® z J W Z 0 N v _-) U , M Q - -0 -0 a) C -0 7 N t.I.() - � U 9 O >s W - O O tQ O .Q N 0 Plans Prepared By: CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch Lic. No. AA2600926 Lndscp. Lic. No. LCO000298 a W "I certify under penalty of law that this document and all ettsohmants were prepared under my direction or supervision In accordanua with a system designed to assure that qualified personnel properly gathered and evaluated the Information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Sheet No. Name (Operator and/or Responsible Authority Date Project Name and location information: 1 19MM3 F 0 N N U O rn 3 rn J f- W 0 D_ IL rn N LO M M U) I v c rn .N m 0 0 N IUD CM NOTE: I A / j 1 AVOID USING IN TRAFFIC AREAS AS CONTRACTOR t SUBCONTRACTOR CERTIFICAMN TABU r, I THIS CAN CAUSE A HAZARD. _ THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) OR SUBCONTRACTOR(S) WHO WILL IMPLEMENT EACH GRAVEL FILLED SANDBAGS \ MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: 0� s Ij j ARE STACKED TIGHTLY BACK OF CURB "1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR I STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN." %;lFw., .CPhC0 `P, C0M I D A CURB J LI LI !! INLET DRAIN GRATE I TEMPORARY DNKE IFf EEDED SPILLWAY CATCH BASIN 0 i Name / Signature Title Company Name, Address and Phone Number Date I I A Fell Service Fir Architects Engineers Environmental Landscape Architects M!E!P Planners f Structural Surveyors PLAN VIEW --m- A PLAN VIEW Traffic ! Transportation NOTE: CONTRACTOR TO ADD SHEETS TO CERTIFICATION TABLE AS NECESSARY. Offices in: SWPPP IMPLEMENTATION LOG * Florida 2" X 4" BRACE @ 2" X 4" VERTICAL _ • Puerto Rico 2"X4" PT BOX ALL-\ CENTER SUPPORT EACH PONDING ,`::.Sz°:.•. BACK OF CURB SIDES �s- 'YY CORNER (INSTALL TO HEIGHT--,,-"'� ' ^= SPILLWAY A RECORD OF DATES WHEN BMPs ARE INSTALLED OR REMOVED, STABILIZATION MEASURES ARE INITIATED, MAJOR GRADING ACTIVITIES OCCUR, AND CONSTRUCTION �'O'�neC'CBt I ALLOW GRATE ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON PORTIONS OF THE SITE. THIS FORM MUST BE UPDATED CONTINUOUSLY THROUGHOUT THE PROJECT UNTIL THE a+� REMOVAL) �,;«; NOTICE OF TERMINATION (NOT) IS FILED. a Maryland WIRE FILTER FABRIC 2" X 4" TAP CON, 16" O.C., (RUN UNDER 2" X 4" 3/16" X 2-3/4" (TYPICAL ALL AND INSIDE FRAME AND SIDES) STAPLE IT TO SAME) GRATE CURB INLET 6'� RUN FILTER FABRIC 4. • UNDER GRATE & CATCH BASIN { ' .4 OVER STRUCTURE SECTION A -A NOTES: DESCRIPTION OF ACTIVITY LOCATION CONTRACTOR BEGIN DATE END DATE i ���� � 4444�:4A®oe000a4s �d � P4• U_ "9 CO tail LIJ cL9 Z o tZ 6 Q 4 � e 44 3 �t Gi$ S C I IO A - A 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET NOTE: CONTRACTOR TO ADD SHEETS TO THE SWPPP IMPLEMENTATION LOG AS NECESSARY 071tl �t E 9��� SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. F. NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE LEVEL DRAINAGE AREAS. (LESS THAN 5%). FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. S P O, TFC1NG w/'AI®- --� --- NON -WOVEN COVER s 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY sSC/nRrcFENCT nRE 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE UPPO w/OUARE I GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM FOR OVERFLOW. RTFENCE A BYPASSING THE INLET. ATEMPORARY DIKE MAY BE NECESSARY ON ! THE DOWNSLOPE SIDE OF THE STRUCTURE. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT I AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. STEEL OR 2" X 2" 3. FASTEN FRAMING TO STRUCTURE TO ALLOW GRATE REMOVAL. WOOD POST a 4. LEAVE EXPOSED EDGE TO ALLOW FOR PAVING TO GRADE m I EXTRA STRENGTH FILTER FABRIC INLET PROTECTION DETAIL CURD INLET PROTECTION DETAIL �f~�"y4�� ` FILTER FABRIC NEEDED ti aia�v>x,y ��„ WITHOUT WIRE MESH i O N.T.S. N.T.S. R1% , `;'•�*ry�- I SUPPORT 1/4" MIN. THICK HIGH DENSITY POLYETHELENE FRAME. I 3 a CAUTION: BAGGED INLET PROTECTION 18" MIN. REQUIRES ADDITIONAL MAINTENANCE s i DEPTH) �O� I a t TO ENSURE THAT THE BMP FUNCTIONS GRAVEL (12" MIN. FPROPERLY LOODING. AND DOES NOT CAUSE SEDIMENT RUNOFF WATER FINISH SECURE RECTANGULAR BAR TO OR ELEVATION 2 GRADE UNDER SURROUNDING SURFACE., I STEEL OR 2" X 2" Li LiWOOD POST . ; _ k s INLET GRATE-- 1 7PONDINGHEIGHT / € E BASE OF FRAME SHAPED & y 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY SIZED TO FIT INLET TOP. [/ COLORED EXPANSION RESTRAINT CAN NO LONGER ! LOOPS SIZED FOR 2"X1/4" 2"X2"X3/4" / I ' TREATED WATER FILTER FABRIC ATTACH .Q) RUBBER BE SEEN. WIRE MESH W/ FILTER FABRIC o z r SECURELY TO UPSTREAM PONDING HEIGHT to RECTANGULAR BAR. LIFT 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FILTER BAG FROM INLET USING BLOCK (TYP) / M SIDE of POST J I FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN SPECIFIC APPLICATION � RECTANGULAR BAR FOR / ! THE SPECIFICATIONS TABLE. RUNOFF HANDLES. 1/4" BRIGHTLY I UNDISTURBED o z FILTER FABRIC ATTACH O 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE GROUND M SECURELY TO UPSTREAM , COLORED NYLON ` ROPE EXPANSION � a INLET GRATE WHEN OIL SPILLS ARE A CONCERN, EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE ;�; SIDE OF POST mom UNINIM WI 4. INSPECT PER REGULATORY EQUIREMENTS. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED ACRES. f z RESTRAINT OVERFLOW HOLES 5, THE WIDTH, "W', OF THE FILTER SACK SHALL MATCH 9" MAX. RUNOFF 00CD THE INSIDE WIDTH OF THE GRATED INLET BOX. *GRAVEL SHALL BE 2"-3" CLEAN STONE (RECOMMENDED) GRAVEL ` U U J O GEOTEXTILE BAG qa� 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE i COMPACTED CKFILL 4" X 6" TRENCH WITH STORAGE HT. -' CO 1/4"BRIGHTLYCOLORED BETWEEN18INCHESAND36INCHES. GRAVEL & 1�61RE MESH INLET SEDIMENT FILTER Q co 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH z �„ UNDISTURBED NYLON ROPE EXPANSION ; . i N T S. RESTRAINT I THE INSIDE LENGTH OF THE GRATED INLET BOX. STANDARD DETAIL v - ` GROUND I ; 8. EXTRA CARE SHALL BE TAKEN TO ENSURE REGULAR TRENCH WITH NATIVE BACKFILL o ; MAINTENANCE OF FILTER SACKS USED IN RIGHT OF NOTE: I 70 0 _0 0 LOOPS SIZED FOR 1" REBAR. _ I WAY TO ENSURE ADEQUATE DRAINAGE CAPACITY. Y 0 ' AVOID USING IN TRAFFIC AREAS AS ALTERNATE DETAIL A I � � � � USE REBAR FOR A HANDLE TO ,-� w THIS CAN CAUSE A HAZARD. FILTER FABRIC TRENCH WITH GRAVEL I 0 N � M EMPTY FILTER SACK AT A cn i ` 0- 0 M O 0 w CONCRETE BLOCKS 0 0 U< w 0__1 SEDIMENT COLLECTION LOCATION. d I O RUNOFF $ oo ♦ FILTERED Z N o0o WAT R Plans Prepared By: SECTION VIEW CONCRETE BLOCKS w Do 0o PONDING HEIGHT H ,�� CIS Inc. PROFILE VIEW OF FILTER FABRIC FILTER FABRIC ATTACH 1031-C W. 23rd St. �\ INSTALLED FILTER SACK SEDIMENT FILTER INLET �SECURELYTO UPSTREAM I " Panama City, EL 32405 A SIDE OF POST o°o°o°o°o°0 000000 0000 �h:850.563.1490 ���, \ �����!✓✓✓ �`�' 00°00000°0°0® °0°0°0 0-00 L' LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 300 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D 1833 120 LBS MULLEN BURST ASTM D-3786 800 PSI TRAPEZOID TEAR ASTM D-4533 120 LBS UV RESISTANCE ASTM D-4355 80 % APPARENT OPENING SIZE ASTM D-4751 40 US SIEVE FLOW RATE ASTM D-4491 40 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 0.55 SEC -1 MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20 % PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC-1 000 000 SECTION SAND BAGS Ycenses. 000 0 0 Eng. C.O.A. No. 3215 000 000 9.. MAX. TYPICAL CONSTRUCTION SEQUENCE Survey L.B. No. 7143 o°o ° 000 ° 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW (RECOMMENDED) E , C.awi cr RUNOFF STORAGE HT. FOR DOME FRAME & COVER Arch. Lic. No. AA2600926 0°0 000 AROUND PERIMETER OF INLET ON THEIR SIDES, Lndscp. Lic. No. LCO000298 000 00° WITH ENDS OF ADJACENT BLOCKS ABUTTING. 1. EXCAVATE APPROXIMATELY 4" TO 6" BELOW THE TOP OF THE INLET STRUCTURE. O O a00 tt O 0 i o°0 2. HEIGHT OF BARRIER VARIES. USE STACKS OF " UNDISTURBED - '- ' �I9 GROUND 000 000 4-INCH, 8-INCH, OR 12" BLOCKS. MIN. 2. PLACE THE FRAME ONTO THE INLET STRUCTURE, ENSURING PROPER SEATING 000 000 3. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF OF FRAME TO STRUCTURE. o°o 0°0 24" PLACE FILTER FABRIC OVER VERTICAL FACE 00o ODo OF CONCRETE BLOCKS. ALTERNATE DETAIL B 3. SLIDE THE COVER OVER THE FRAME. 000 00000000 I O00 4. THE SEDIMENT FILTER SHALL BE ANY FOR TREE DRIP LINE OR SIDEWALKS 0°0000000000o0o0a° NON -ERODIBLE MATERIAL SUCH AS LOOSE 4. FILL THE COVER POCKETS WITH SOIL, #57 GRAVEL OR EQUIVALENT. THE COVER a ROCK, BROKEN CONCRETE THAT WILL SLOW POCKETS SHOULD BE COMPLETELY FILLED TO ENSURE A GOOD SEAL BETWEEN THE FLOW OF THE WATER AND ALLOW IT TO THE GROUND AND INLET STRUCTURE. GRATED INLET SEDIMENT FILTER FILTER THROUGH AND OVER THE MATERIAL 1.OINSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 5. BACK FILL AROUND THE FRAME AND COVER ASSEMBLY IS NOT REQUIRED TO - PLAN BEFORE ENTERING THE INLET. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. COMPLETE INSTALLATION; HOWEVER, BACKFILLING MAY BE NECESSARY TO 1 0� 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. , COMPLETE EXCAVATION REQUIREMENTS FOR THE SITE. to DETAIL F P i �n � a � � - GEOTEXTILE BAG INLET PROTECTION DETAIL BLOCK AND AGGREGATE INLET SEDIMENT FILTER SEDIMENTATION I SILT FENCE DOMED INLET PI OTECTION�PREFADRIC ;TE I N.T.S. N.T.S N.T.S. N.T.S. �Y 0 NOTE: CIL AVOID USING IN TRAFFIC AREAS AS a THIS CAN CAUSE A HAZARD. ,- BACK OF CURB LU LU s J DRIPLINE OF TREE IS ��Ad�-� LL THE EXTENT OF ITS Uj LIMITS ANCHOR LOOP IN NON -PAVED --� PLACE THE END POST OF THE INSTALL WEIGHTED SPILLWAY AREAS (4 PER 10 FT. BAG). SHEET FLOWV F :..,, ., • .: ` : ;..: : •�.. •.: •. ', :. `,: •. .. :,,•.....:.,..._ �.... SECOND FENCE INSIDE THE GRAVEL (LED WATTLES PARALLEL TO THE END POST OF THE FIRST FENCE G \+ SANDBAGS ARE SLOPE CONTOURS. :;: ' .• STACKED TIGHTLY 2' ORANGE FLAGGING TAPE Y. `,..' C}E1N�4EK', t+ ::{...: :: ..%:CURB @ 30" O.C. o/ ROTATE BOTH POST AT LEAST NOTES: Y' _•'.r : 180 DEGREES IN A CLOCKWISE 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET WEIGHTED WATTLE - WEIGHTED WATTLE ,; } CURB INLET DIRECTION TO CREATE A TIGHT SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEAL WITH THE FABRIC SEPARATE FROM RUNOFF. MATERIAL 14.5 GAUGE WIRE MESH FENCE, f ` , a 2: SANDBAGS OF EITHER BURLAP OR WOVEN GF.QTEXTILE FABRIC, ARE "" `'' r''•� w ' 1'3 2" X 2', INSTALLED AT Q TREE a, +. ' '�`• •' DIRECTION OF RUNOFF WATERS FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. DRIPLINE 1 GUTTER DRIVE BOTH POST ABOUT 10 3. TAPER TO ONE SANDBAG TO PROVIDE A SPILLWAY FOR OVERFLOW. _ BUTT JOINT OR LAP PER I 1 I"" GUTTER BUDDY �'�" INCHES INTO THE GROUND AND i R -+'- STEEL TEE POST W/ CAPS DRIVE MANUFACTURER DETAILS FLOW BURY FLAP 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY. SEDIMENT ._ghee o INTO GROUND, 8' O.C. (ATTACH WIRE AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY MESH W/ TWISTED WIRE 8' TYP. IMMEDIATELY. TREE PROTECTION DETAIL WEIGHTED WATTLE DETAIL CURD INLET PROTECTION DETAIL ATTACHING TWO SILT FENCES CURD LINE PROTECTION DETAIL r N.T.S. N.T.S. N.T.S. N.T.S.p------ N.T S. NOTE: SEE SITE MAP FOR LOCATION OF CHECK DAM(S). WATER FLOW ',: GENERAL RULE FOR SPACING: YHE ELEVATION OF THEBOTTOM OFT E UPSTREAM BERM SHOULD BE EQUAL TO THE ELEVATION OF THE TOP OF THE SUCCEEDING DOWNSTREAM BERM. CHECK DAMS IN SWALE 7A 2 ACRES OR LESS OF DRAINAGE AREA GEOTEXTILE FABRIC (CEC TO SPECIFY) GEOTEXTILE (CEC TO SPE TOP OF BANK �✓ FLOW LINE �__.� (DOWNSTREAM VIEW) (DOWNSTREAM VIEW) L— A L-B TOP OF BANK � TOP OF BANK 6" 6" 2"-3" CLEAN STONE 2"-3" CLEAN STONE FLOW 1� 1 H H FLOW �1� 1 RIPRAP ELEVATION A ELEVATION B ROCK CHECK DAM N.T.S. NOTES: 1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR TO TEMPORARY STABILIZATION PLACING BERM, 5' MIN. 2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND STABILIZED. 3. REFER TO SWPPP FOR TEMPORARY AND/ OR FINAL COMPACTED STABILIZATION MEASURES. SOIL 4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL. dL OVERLAND LL1�W�L�.................................................................... FLOW TEMPORARY DIVERSION BERM N.T.S. aDOOOD �oi 1 SPEOCIFICATIONS OOOOOO ODODOD DODOD 0000D NOTE: 1. PLACE RIP -RAP AND LEAN GROUT IN ALL AREAS INDICATED ON THE DRAWING. THE STONE SHALL CONSIST OF FIELD STONE OR ROUGH, UNHEWN QUARRY STONE AS NEARLY UNIFORM IN SECTION AS IS PRACTICAL THE STONES SHALL BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDED, UNLESS OTHERWISE SPECIFIED, ALL STONES USED AS RIP -RAP SHALL WEIGH BETWEEN 50-150 POUNDS EACH, AND AT LEAST 60 PERCENT OF THE STONES SHALL WEIGH MORE THAN 100 POUNDS EACH. 2. GRADE SUBGRADE BELOW RIP -RAP PAD SMOOTHLY BEFORE PLACING THE STONES. 3. SEE PLAN FOR DIMENSIONS OF PAD. 4. ALL STONES SHALL BE'SPACED 1"-3" APART AND PLACED BY HAND. 5. RIP -RAP SHALL BE GROUTED SUCH THAT NO CAVITY OR VOID SHALL EXIST UNDER THE STONES, GROUTED RIP -RAP PAD N.T.S. ORIGINAL GROUND ELEV. r 67 CU. YD /ACRE 1 2 11 VARIABLE r I 67 CU. YD/ACRE 4' MAX (EXCAVATED) FILTER CLOTH CLASS I RIPRAP COARSE AGGREGATE ORIGINAL GROUND ELEV CROSS SECTION OF OUTLET CLASS I RIPRAP COARSE AGGREGATE LENGTH (IN FEET) = g x DRAINAGE AREA (IN ACRES) STABILIZED DIVERSION DIKE / FILTER CLOTH EXCAVATEDAREA COARSE AGGREGATE SHALL BE FDOT No. 3, No. 357, OR No. 5 OUTLET (PERSPECTIVE VIEW) ASPHALT TRANSITION RAMP: STRUCTURE COURSE ASPHALT SHALL BE USED TO BUILD UP RAMP TO BE FLUSH WITH 2" - 3" CLEAN STONE (TYP.) B (2) LOW PROFILE BARRIER (TYP.) F DRAIN SLOT 2'-7" WIDE AT BOTTOM OF BARRIER (TYP.) 10" MIN. DEPTH 2" - 3" CLEAN STONE ASPHALT TRANSITION RAMP: STRUCTURE COURSE ASPHALT SHALL BE USED TO BUILD UP RAMP TO BE FLUSH WITH 2" - 3" CLEAN STONE (TYP.) 20' (TYP.) A 24' NOTES: 1. ALL SITE ACCESS MUST BE CONFINED TO THE CONSTRUCTION EXIT(S). BARRICADE TO PREVENT USE OF ANY LOCATIONS OTHER THAN THE CONSTRUCTION EXIT(S) WHERE VEHICLES OR EQUIPMENT MAY ACCESS THE SITE. 2. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THESIDESOF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT. 3. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL B CONSTRUCTION EXIT(S) IS NOT SUFFICIENT TO PREVENT TRACKING OF DIRT, DUST OR MUD, THEN TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. ALL WASH WATER MUST BE ROUTED TO A SEDIMENT TRAP OR OTHER TREATMENT AREA AND SHALL NOT BE DIRECTLY DISCHARGED OFF -SITE. 4. LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT TRACKING BEYOND THE PERMITTED PROJECT AREA. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 6. ANY SEDIMENT DEPOSITED ON THE ROADWAY SHALL BE SWEPT AS NECESSARY (AND WITHIN THE SAME DAY AS DISCOVERY) AND DISPOSED OF IN AN APPROPRIATE MANNER. SEDIMENT SHALL NOT BE WASHED INTO STORM SEWER SYSTEMS. 7. EXIT(S) SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD BEYOND THE EXIT(S). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXIT(S) AS CONDITIONS DEMAND. 8. CONTRACTOR SHALL BE PERMITTED TO TURN THE STONE WHEN THE SURFACE BECOMES SMOOTH AND SURFACE VOIDS ARE FILLED TO MAINTAIN EFFECTIVENESS OF CONSTRUCTION EXIT UNTIL SUCH TIME THAT VOIDS BELOW THE SURFACE BECOME FILLED AND THE CONSTRUCTION EXIT IS NO LONGER EFFECTIVE. AT SUCH A TIME THE CONTRACTOR SHALL REMOVE THE INEFFECTIVE STONE AND REPLACE PER DETAIL. 9. IF EXIT BMP IS STILL INEFFECTIVE, GC MUST CONTACT THE ENGINEER AND SUBMIT AN RFI AS NECESSARY. 10, (TYP.) EXISTING PAVEMENT SECTION A -A (2) LOW PROFILE BARRIER 10" MIN. DEPTH 2" - 3" CLEAN (FDOT INDEX 412) (TYP.) , 20' (TYP) STONE EXISTING PAVEMENT J NOTE TO GC: THE GOAL OF A CONSTRUCTION EXIT AND ASSOCIATED WHEEL WASH AREAS IS TO ELIMINATE TRACK OUT. SIMPLY MANAGING TRACK OUT SECTION B-B THROUGH DESIGNATED OR CONTINUAL STREET SWEEPING IS NOT AN ACCEPTABLE PRACTICE. WHILE STREET SWEEPING IS AN ACCEPTABLE PRACTICE FOR REMOVING DUST AND MINIMAL AMOUNTS OF FINE SEDIMENT, OBSERVABLE TRACK OUT FROM THE PROJECT SHOULD TRIGGER THE USE OF ADDITIONAL MEASURES (WHEEL WASH), CONSIDERATION OF ALTERNATE EXITS, OR DISCONTINUING VEHICLE TRAFFIC UNTIL CONDITIONS ON -SITE HAVE IMPROVED. TRACK OUT IS A SEDIMENT RELEASE. ALL SEDIMENT RELEASES MUST BE REPORTED TO THE SWCT VIA THE ONLINE CRITICAL INCIDENT REPORT. CONSTRUCTION EXIT ON EXISTING PAVEMENT N.T.S. DESIGN HIGH WATER a n ANTI -VORTEX DEVICE Dr EMERGENCY SPILLWAY CREST H ANTI -SEEP COLLAR TYPICAL OF 2� BARREL CONCRETE BASE-d "'�oJIt�I�IrqIC11[_ EjaIEqI L r LEGEND H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER RISER CREST L = LENGTH OF PIPE THROUGH EMBANKMENT Dp= DIAMETER OF PIPE THROUGH EMBANKMENT Dr = DIAMETER OF RISER PRINCIPAL SPILLWAY DESIGN N.T.S. PUMP FILTERED WATER ■ u u` a a 'moo 35. a II-11—II t1-11-11--11-11-11.-11 II..II' i�tt=tl- it-tt=t�—l�—�t-11=11=tt=-n= • 12" MIN. FREEBOARD DESIGN FLOW DEPTH 12" MIN. FREEBOARD DESIGN FLOW DEPTH 12" MIN. FREEBOARD DESIGN FLOW DEPTH NOTES v—NOTE 1 CHANNEL LINED TO PREVENT EROSION (SEE TABLE IN THIS DETAIL) TYPICAL TRAPEZOIDAL DIVERSION NOTE 2 3 \—NOTE 1 CHANNEL LINED TO PREVENT EROSION (SEE TABLE IN THIS DETAIL) TYPICAL PARABOLIC DIVERSION NOTE 2 3 O. E W� NOTE 1 CHANNEL LINED TO PREVENT EROSION (SEE TABLE IN THIS DETAIL) TYPICAL VEE-SHAPED DIVERSION 1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR BENCH ADJACENT SOILS PRIOR TO PLACING BERM. 2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED AND IMMEDIATELY STABILIZED. 3. DIVERSION DITCHES/BERMS MUST BE IMMEDIATELY STABILIZED TO PREVENT EROSION AND TRANSPORT OF SEDIMENT. 4. FOLLOW 02300 EARTHWORK SPECIFICATION. DIVERSION DITCHES AND BERMS DIVERSION NAME AND SEGMENT LENGTH (FT.) LONGITUDINAL SLOPE DESIGN FLOW DEPTH (IN.) EROSION PROTECTION TYPE (I.E., MATTING, BLANKET, ETC.) CONTRACTOR / SUBCONTRACTOR CERTIFICATION TABLE THIS SWPPP MUST CLEARLY IDENTIFY, FOR EACH MEASURE IDENTIFIED WITHIN THE SWPPP, THE CONTRACTOR(S) OR SUBCONTRACTOR(S) WHO WILL IMPLEMENT EACH MEASURE. ALL CONTRACTOR(S) AND SUBCONTRACTOR(S) IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING CERTIFICATION: "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN." Name /Signature Title Company Name, Address and Date Phone Number NOTE: CONTRACTOR TO ADD SHEETS TO CERTIFICATION TABLE AS NECESSARY. SWPPP IMPLEMENTATION LOG A RECORD OF DATES WHEN BMPs ARE INSTALLED OR REMOVED, STABILIZATION MEASURES ARE INITIATED, MAJOR GRADING ACTIVITIES OCCUR, AND CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON PORTIONS OF THE SITE. THIS FORM MUST BE UPDATED CONTINUOUSLY THROUGHOUT THE PROJECT UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. DESCRIPTION OF ACTIVITY LOCATION CONTRACTOR BEGIN DATE END DATE 1.1.�7,, •= A Full Service Fir Architects Engineers Environmental Landscape Architects MIE/P Planners Structural Surveyors Traffic / Transportation Offices in: ® Florida ® Puerto Rico ® Connecticut • Maryland ,1%� �O�pg`<11/HpA> � e.* dA < I- LL LU 000 04 LL1 a O IL O m O W U W N 0 r N M N r ® ® ® ® '� 1L 0- H D' O N _I '7 W = co M T- Q C6 -0 O (D > 2)U ® N O Z C d RiCL- ® U Q (f) 0 N Plans Prepared By: CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LCO000298 i • Sheet No. STONE OUTLET SEDIMENT TRAP N.T.S. N.T.S. DIVERSION CHANNEL N.T.S. NOTE: CONTRACTOR TO ADD SHEETS TO THE SWPPP IMPLEMENTATION LOG AS NECESSARY. I I x 0 U N E 0- aw M N 0 N 26 00 SITE AERIAL GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FEET PROPOSED SITE SYMBOLS LEGEND (S)-o- STOP SIGN (R1-1) (HC)-r ACCESSIBLE PARKING SPACE W/ ACCESSIBLE PARKING SIGN (D) v DO NOT ENTER SIGN (R5-1) PROPOSED PARKING SPACES COUNT PROPOSED SITE LIGHTING W/ CONC. POLES PROPOSED LIGHT DUTY ASPHALT PAVEMENT. PROPOSED LIGHT DUTY CONCRETE. EXISTING PAVEMENT. Th . 01 24" WIDE WHITE STOP BAR PER FDOT INDEX NO. 17346 (TYP). O2 4" WIDE SINGLE WHITE PAVEMENT PARKING STRIPE (TYP). 03 WHITE REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENT, PER FDOT INDEX NO. 17346. (TYP). O PROPOSED ACCESSIBLE STRIPING, SEE DETAIL SHEET C-8. CONTRACTOR TO ENSURE 2% MAX. SLOPE IN ALL DIRECTIONS. O5 PROPOSED BOLLARDS. REFER TO ARCHITECTURAL PLANS FOR DETAIL. O 6" WIDE SINGLE WHITE LANE STRIPE ON PAVEMENT. O7 CONCRETE SIDEWALK (MAXIMUM 2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE), SEE DETAIL SHEET C-8. ® BUILDING CANOPY OVERHANG. O BLACK CONCRETE DRIVE-THRU PAVEMENT, REFER TO ARCHITECT PLANS. 10 PROPOSED ACCESSIBLE SYMBOL MARKING, SEE DETAIL SHEET C-8. CONTRACTOR TO ENSURE 2% MAX. SLOPE IN ALL DIRECTIONS. 11 PROPOSED REMOTE CANOPY, REFER TO ARCHITECTURAL PLANS. 12 6" VERTICAL CURB, SEE DETAIL SHEET C-8. 13 PROPOSED MONUMENT SIGN. 14 EXISTING TRANSFORMER AND CONCRETE PAD TO BE SAVED AND PROTECTED. 15 PROPOSED TRANSITION CURB, REFER TO GRADING DESIGN ON SHEET C-6. 16 NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING CURB AND PAVEMENT. ALSO SEE SHEET D-1 FOR DEMOLITION. 17 PROPOSED NOSE DOWN CURB, SEE DETAIL SHEET C-8. 1$ EXISTING CONCRETE FLUME TO REMAIN. 19 PROPOSED BUILDING SETBACK LINE. 20 PROPOSED LANDSCAPE BUFFER LINE. 21 EXISTING RETAINING WALL TO REMAIN. 22 EXISTING CHAIN -LINK FENCE / GUARDRAIL TO REMAIN, 23 PROPOSED 5 SPACE BIKE RACK, SEE DETAIL SHEET C-8. 24 PROPOSED 2' CONCRETE COLLAR AROUND EXISTING INLET. 25 PROPOSED ACCESSIBLE FRONT SIDEWALK WITH DETECTABLE WARNING IN FRONT OF THE BUILDING. REFER TO ARCH PLANS. 26 PROPOSED RIBBON CURB, REFER TO ARCHITECT PLANS. 27 CONCRETE SIDEWALK (UNDER CONSTRUCTION BY FDOT). 2g HVAC AND TRASH CAN ENCLOSURE, REFER TO ARCHITECT PLANS. 29 PROPOSED CURB RAMP, 1:12 MAX. SLOPE. PER FDOT STD. INDEX No. 304. G E L OT 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING. 3. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUNDBREAK. 4. FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT, 5. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR. 6. LOT LIGHTING CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. 7. DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS SHOWN (BOC) WHICH INDICATES BACK OF CURB, 8. ALL CURBED RADII ARE TO BE 10' AND T UNLESS OTHERWISE NOTED. 9. ALL SIGNS SHALL HAVE A TO" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN MOUNTED ON POST. 10. ALL STRIPING SHALL BE IN CONFORMANCE WITH LOCAL AGENCY REQUIREMENTS, 11. ADJUST ALL MANHOLE RINGS AND CLEAN OUT COVERS TO BE FLUSH WITH FINISHED GRADE. ALL PARTS TO BE TRAFFIC BEARING (AASHTO H-20 LOADING). 12. ENSURE ACCESSIBILITY STICKERS ARE PLACED ON ALL APPLICABLE DOORS. 13. TRANSITIONS TO BE FLUSH ALL ALONG THE ACCESSIBLE ROUTE. CONTRACTOR SHALL ENSURE THE MAXIMUM CONSTRUCTED LEVEL TRANSITION AT EVERY JOINT DOES NOT EXCEED THE MAXIMUM ALLOWABLE UNDER THE ADA AFTER SETTLEMENT, EXPANSION, CONTRACTION, ETC. CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. CHANGES IN LEVEL BETWEEN 1/4" HIGH MINIMUM AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 14. FILL EXPANSION / CONTROL JOINT WITH EXTERIOR GRADE CONCRETE EXPANSION JOINT CAULKING. FILL ENTIRE LENGTH OF JOINT SUCH THAT ANY CHANGE IN ELEVATION DOES NOT EXCEED 1/4" IN ELEVATION FROM THE ADJACENT CONCRETE SURFACES WHEN CAULKING HAS CURED. FOR JOINTS WITH VOIDS DEEPER THAN 1/2", INSTALL CONTINUOUS FIBERBOARD EXPANSION JOINT FILLER BELOW CAULKING TO SUPPORT CAULKING ABOVE, 15. REFER TO SHEET C-2 FOR ADDITIONAL NOTES. 16. CONTRACTOR SHALL COMPLY WITH FDOT MOT STANDARDS AND SPECIFICATIONS FOR PROPOSED LANDSCAPE HEDGE WITHIN THE STATE RIGHT-OF-WAY. SEE FDOT INDEX No, 611 ON SHEET C-10 FOR DETAILS. TOTAL SPACES REQUIRED PARKING REQUIRED a 1 SPACE PER 200 G.F.A. 16 23 PROPOSED SPACES: 9' X 20' STANDARD TOTAL SPACES 2 PROPOSED SPACES: 12' X 20' ACCESSIBLE PROVIDED 25 SITE DATA STATEMENT OF INTENT: THE OWNER PROPOSES TO CONSTRUCT A NEW 3,142 S.F. SUNTRUST AND THE REQUIRED SITE SUPPORT ELEMENTS TO SERVE IT. SITE ADDRESS: 7809 GALL BOULEVARD ZEPHYRHILLS, FLORIDA 33541 PASCO COUNTY PARCEL I.D. NUMBER: 34-25-21-0150-00000-0020 SITE TOTAL AREA: ±52,089 S.F. (1.20 AC. ±) EXISTING USE: VACANT PROPOSED USE: FINANCIAL INSTITUTION MAX. BUILDING HEIGHT: 30' MAX. PROVIDED: 20' TOTAL BUILDING AREA: 3,142 S.F. PROPOSED AREA CALCULATIONS EXISTING PROPOSED BUILDING AREA 0 0.0% 3,142 6.0% PERVIOUS AREA 24,223 46.5% 25,972 49.9% IMPERVIOUS AREA 27,866 53.5% 22,975 44.1% TOTAL 52,089 100.0% 52,089 100.0% BUILDING SETBACK REQUIRED PROVIDED SIDE (NORTH) 0' 61.96' REAR (WEST) 20' 68.14' FRONT (EAST) 30' 69.98' SIDE (SOUTH) 0' 87.06' LANDSCAPE SETBACK REQUIRED PROVIDED SIDE (NORTH) 10, 10.56' REAR (WEST) 10, 29.31' FRONT (EAST) 15, 17.10' SIDE (SOUTH) 10, 15.08' FLOOR AREA RATIO: 6.6% ZONING: SUBJECT SITE: C-2 / COMMUNITY COMMERCIAL FLOOD ZONE: HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NO. 12097C0066G, CITY OF KISSIMMEE, OSCEOLA COUNTY, FLORIDA, REVISED DATE JUNE 18, 2013, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THIS DETERMINATION WAS BASED ON GEOSPATIAL DATA DOWNLOADED FROM WWW.FEMA.GOV. THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON ACTUAL FIELD MEASUREMENTS. BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE IDtOGIN0 OIL DISTURBING FARTU i O F F L 0 R i 0 A N. Know what's below, www.callsunshine.com Call before you dig, �i. w .c Iicorp.co @._ Full Sqervice Firm Architects Engineers Environmental Landscape Architects M / E / P Planners Structural Surveyors Traffic /Transportation Offices in: Florida Puerto Rico Connecticut Maryland tip A. .te a.% r."' L .4� col I- $ W 0_ 1 ao 0 � U ® cda Z u1 CL tl3 N ® Q U3 PTatis Pre- By: £Pi-1. Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.Q.A. No. 3215 Survey L.E. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic> No. LCO000298 3 x o` q�4� f � - - - i-- IAlb 148 \ i1 I THE � ... -HOLLY 14, L I 8.05 I T148.55 148.15 ! �.., �. 147.90 147.55 I 148.05 147.65 ' � 3 s � �x11 F I s llu 147.40 ±146.91 ME oa �g 12 PA I h.: 4 CORNERS lot THEE ... w a'° 147.95 ® .,,,.. 147.55 ' 148.35 p 147.45 � . q g 147.75 y 147.05 147.85 I a T TREEy �p, 147.25 »! l pox � � � T �Y�1� �7 a 148.3 � � .,,-. ® `{ I � P �4 ,0� �, 47.10 �- =I 147.8( � � � ���� � � ! l � I 1 1'e ® INV "15ffi P) 1 .11 147.95 ±146.22 �. s � �� 41 BOTI 14 a I� _147. 5- , �^ ± 145.72 ME k � > 1 .7 l 147.35 '- g ».1' I V- gv(l P 1 t It . x 1 ` 147.75 , t Pot! .1 !' / 148.75 m ! 148.25 . s I ' ter-' 148.05 p.i L J 147.75 147.80 1 F i I 148.25 147.55 148.05 - =- 146.45 �> x ! ! '-° 148.30 147.30 € �F,� I 147.55 147.80 148.00 /� ). / � # a � +1 8.50 ME � �+ S 9.00 ME 147.55 I 14 147.05is 147.55 I I 148.75� 147.55 I T 1 148.25 148.10 s-s ,I 1 r I l ss �' ! en �� 147.90 147.60 F I ,, _.. u_ _ ._.__.. ._ _ „ _„W mr. .__ r 147.90 147.60 147.55 .F F /= 148.10 r 147.05 r 08U F I �� i t i,/ 1 € TOP CH= UD R..FY-14-7. � erg.: 148. �� 148.10 € HE INV � k�(6" P��,-15.60 � ±149.00 ME �</ �� � � � INV �V(8- PVC)-137°70 + � S-6 \s INV g(6- PVC)17.61 _148.50 ME > I , . tlg �V147°1 _ / 3 6 I V 15 P)1,3 S-7 �. �I / F E, EV(15• CPP)-1 ., �.._ WW,�.„ „ ».,..0 - .- - - _.,.�. - .- � �®a _� . �� � � � �� ion- M 'ELEV-1 .05 S-1 SUNTRUST r 147.75 ±147.15 ME S-2 IT a .. .. I RADITIONALFF Q � ' I � S-3 3,142 S F 148.10 148.20 , _: ' } I ^ k ^ 147.70 I Imo, ..^1 +F..:• . T '1 ��° F.F. ELEV. = 148.30 148.10 47.90 s ^ 148.30 H.P. t-±147.50 147.85 I ' I I I +147.0 .00 148.10 - . ! ` 0 ME ! 147 `° . 1 148. S 4 T 1 14Y: N. 148.30 148.30 148.20 110 r l t Ir w INV OL"16- P) 14o,B 147.75 BOTT 141 . 1 ±147.00 ME _ I r` i I `l T 1_10 ELEVPVC) 1 ° 148.00 TRANS I ' INY10 Lk(6 P)'1 ;. a 8 +147.50Y 147.60, J I E INV 6• PVC)-13'7. 7 £ - s INV E 6- P4) 137° ±147.50 ME 147.95 I i I 148.20 148.10 147.45 ±147.00 ME ma's 147.50 SMH ±147.00 Al T I 14 ,76 147,70 147.70 148.00 ' I l INV' V(6 PVC) 136,12 7148.20 l 6 INV E =(a- Vc�,-136.1 147 70 147.50 I _I / I I 148.00 147.60= I, 1 r 1 I IL 147.50 147.10 _ r r I ; l ±146,15 ME `147.75 T °= 146.37 ±147.47 ME „�` H V 15 P 144°13� r' j I $I I I-177 147.80 c� ) 143.55� ±146.97 ME F b � INi� 15 cPP)-1147.304163 � .� � 147.75 - IN4 U'E 16, P) 143.63 � 148.00 ° \ '� � � a � � � ��� b` BOTTOM Y143.510 �� la x'1' 1 " 147.50 '� \ 147.60 t P `7 148.00 \ 147.10 0 147.35 N INY 15- P) 14>"�.,E3 fl e 147.50 146.85 I IEV 15* CV10 1 p 147.50 +146.70 ME �:.4 1 f w. Nth F I d�5�4)-I- INV,.21 L - .v.7.50 00 lk' ±147.47 ME � � � �, p f 13TR 147.90 147.00 148.05 r CRAP ±146.97 ME 00 147.20 14 30 147.70 147.55 =1, ±146.17 ME R _ "�V T ��� AP� ..1 6LL-V 16.6 �. w s,,,,. ,,.. @ INY ('1 - 4-CPS -l27: ±145.67 ME - F 147 r pp 1 7°07 ,. . e $1 ( L i m..°'gISP "d •--1"'...°d .....;.,'- I N& a! I:.REVEALED BACK OF CURB H� GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FEET 111111 - . -0 T.W. X.XX PROPOSED TOP OF CURB ELEV. F.G. X.XX PROPOSED PAVEMENT ELEV. X.XX PROPOSED PAVEMENT ELEV. \ X.XX PROPOSED TOP OF SIDEWALK ELEV. \ M.E. MATCH EXISTING PAVEMENT / X.XX_ BOTTOM OF CURB ELEV. N T.W. X.XX PROPOSED TOP OF WALL ELEV, F.G. X.XX PROPOSED FINISH GRADE ELEV. --H=P-- PROPOSED HIGH POINT -�� PROP. DRAINAGE FLOW DIRECTION �- PROP. STORM PIPE EXIST. STORM PIPE ® PROP. STORM INLET EXIST. STORM INLET 1] PROP. CLEAN OUT STORM SCHEDULE S-1 6'- 6" ROOF P.V.C. @ 1.67% CONNECT TO EXISTING STORM INLET @ F.L. 143.50' GROUT SEAL TO ENSURE WATER -TIGHT CONNECTION. S_2 PROPOSED 6" WYE W/CLEAN-OUT F.L. @ 143.60` S-3 14' - 6" P.V.C. @ 1.07% S 4 PROPOSED 6 WYE W/CLEAN-OUT. CONNECT TO PROPOSED DOWN SPOUT PIPE, F.L. @ 143.75' (REFER ARCHITECT/M.E.P PLANS FOR LOCATION) S-5 36'- 6" P.V.G. @ 1.11% CONNECT TO EXISTING STORM INLET @ F.L. 143.55' GROUT SEAL TO ENSURE WATER -TIGHT CONNECTION. S-6 PROPOSED 6" WYE W/CLEAN-OUT F.L. @ 143.95' S-7 70' - 6" P.V.C. @ 1.00% S_g PROPOSED 6" WYE W/CLEAN-OUT. CONNECT TO PROPOSED DOWN SPOUT PIPE, F.L. @ 144.65' (REFER ARCHITECT/M.E.P PLANS FOR LOCATION) GENERAL GRADING NOTES 1. PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON PLANS AND PROVIDED FOR IN FDOT INDEX NO. 102. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL PERIODICALLY CHECK THE SEDIMENTATION CONTROLS AND REPAIR THEM AS NECESSARY TO KEEP THEM IN GOOD FUNCTIONING ORDER. THE CONTRACTOR SHALL ALSO PROTECT INLETS AND OTHER SITE APPURTENANCES FROM SEDIMENTATION USING PROTECTION AS DETAILED IN FDOT INDEX NO. 102. 2. THE CONTRACTOR SHALL CONDUCT GROUND STABILIZING MEASURES (PAVING, GRASSING, MULCHING AND SODDING) AS SOON AS PRACTICABLE FOLLOWING FINAL GRADING OF THE SITE. 3. FOLLOWING COMPLETION OF CONSTRUCTION AND COMPLETED STABILIZATION OF POTENTIAL EROSION AREAS, THE CONTRACTOR SHALL REMOVE SEDIMENTATION CONTROL MEASURES AND CLEAN AND REPAIR ANY AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. ANY SILTATION IN THE STORMWATER SYSTEM SHALL BE COMPLETELY FLUSHED PRIOR TO CERTIFICATION OF COMPLETION. 4. ALL WORK PERFORMED WITHIN US HWY 301 REQUIRES A SEPARATE PERMIT ISSUED BY FDOT AND CITY OF ZEPHYRHILLS PLANNING AND ZONING DEPARTMENTS. 5. THIS PROJECT IS PENDING APPROVAL BY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 6. CONTRACTOR SHALL FIELD VERIFY EXISTING AND SURROUNDING DEVELOPMENT GRADES AND CONTACT ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE FLOW AWAY FROM BLDG. AND THAT A MINIMUM SLOPE OF AT LEAST 1% IN THE DIRECTION OF DRAINAGE FLOW INDICATED CAN BE ACHIEVED. .0; A Full Service A&EFirm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland 4•'F Q ct 01 L? EL U1 Al. WAl. i Q- ® Z ej CD AV p %`��� 9 W d Cl° O o .0 > CO CO Uj PROPOSED STORM SYSTEM NOTES 1. ALL PIPES IN LEGEND SPECIFIED AS "STORM PIPE" SHALL BE SELECTED FROM THOSE LISTED IN GENERAL NOTES, STORM SEWER SYSTEMS, SHEET C-2A. 2. FOR INLET BOTTOMS SEE FDOT INDEX NO. 200. ` a: 3. FOR SUPPLEMENTAL DETAILS SEE FDOT INDEX NO. 201. `I CU 4. ALL DRAINAGE STRUCTURES, INCLUDING CLEAN -OUTS, SHALL BE INSTALLED WITH n1 TRAFFIC BEARING GRATES, TOPS, RINGS AND COVERS, ETC. AS APPLICABLE. 5, ALL PROPOSED INLET GRATES SHALL BE H2O TRAFFIC BEARING RETICULINE STEEL. 0 6. PIPE CROSSING AT THIS LOCATION HAS BEEN CALCULATED TO BE LESS THAN 12" ® ®®®� Z CLEARANCE. CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO ENSURE JOINTS/BELLS DO NOT ALIGN VERTICALLY AT CROSSING POINT AND SAID JOINTS z HAVE AT LEAST 2 FEET HORIZONTAL CLEARANCE FROM CROSSING POINT. (SEE PIPE 0- 12- D- p ` Lo CROSSING DETAIL, SHEET C-7). 00 � W M CD r Q U) LO ( Z !� L W O L� U Q (n Plans Prepared By. CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.E. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIG( ING 09 OIS7rtt"INO ZA6'r*1 e � I e OF FLORIDA, INC. Know what's b910W. www.callsunshine.com Call before you dig. INV E INV 14>76 I1 ' RCP) 14 .48 i ' CPP)-14�.8 ELEV-14",28 "\ I"'PALM All, PALM \ \ \ \ \ FI \ e TOT" E'JEV-146.91 H ���-q § }qy- ...✓" \ \ E.N ip" "g18y' CPP) ->4,3,xD2 -14,310 V)-138.41 \ ® \ e aNV FLEV(15' P14,.11 )-138>30 BOTTOM ELEVN­`14158 \ TAP CXF LID MEW-147. � ! NE INV %EV(8• PV"C)-;37..69 W INV Ei LVL6' PV8)-137.70 \S INV ELEV(8' PV) 137XI ` F TOP IMLN'=147.15 INN ELE 15• CPP) 14*3.34 £ a ,�, ,...�...., .r................_.aa��������������a.�;^:::�•��� ,.�w.w.. INS E'L�1� P,1z43.� ..�.........�..�...� --....... �...._.u..o ,.....w . � BTU 143,53 w . u .� .... m .... rvv.. . . .........�.._. _ I ....... I > j a F -` TOP .. INV MJMKI 1' RLP)=148.89 BOTTOM El "=14 .33 �. H.' TLC' €�F U V 148.B5 _mm � N INV ELEV(,8' P1F )­137.a50 E INS" EIvEV(6' PVC;137>7 R INV ELEV(W P%O)-13 .3a a 3::pp qa I e I I 1 �e a TIP XV 148.a E INV EUN(12' PVC) 142.76 6 INV ELEV(15' R",OM 142°87 BOTTOM V 141.82 0 C7 UST 'TRADITIONAL" 3,142 SF F.F. ELEV. = 148.30 d T °� 14e .76 INV" E 6' P�8)�z138.1., INV " PV)1318 SEE NOTE 28 E TOP E} Eyg •y g¢q N INV .EV(15' CPP)-143.63 > �. INV ELE% 15` OPP) 143.63 B0170M ELEV-143. W_L..w €(1` .�M_1 TRil (NPILT7) _N ORATE 'TOP FLEA 148.68 N INV 6' PVC)=142.61 S INV Ei.EV 6' PV°8)-142.6B IN BOTTOM ELL "-14 .21 E: BOTTOM (FULL OF DIRT) FOI TOP "V 14670 NW INV ELEV(Ii' PP)-14184 E INV A15- -3-9P) 144.02 BOTTOM .EV 143.43 I 0 01 C_ ) II I r I) FIN TOP ELEV 145.72 INV EIS" V(15' )-143.52 BOTTOM 'V 14,3.15 I :;r-- 'TOP, FiEV-1 97 "\) INV ELE` 115' )-144.13 BOTTOM IMEVA-11W I i:RAP V TREE :.RAP.. M> 11. TEE:: - 'I-1s ------ ------- -----�-- 5" T7R, TREE .. : i bra,. .......�' INV 15'x24' P)125.21 WV _-STMH TOP Et 138,.66 8 INV V(15-24'CPP) 127.4O t BOTTOM V=127.07 TOP U, M-137.26 N INV ELEV(15'x24• )127.55 E INV l(15-00-CPP) 127.48 I BO ,`O ELEV-12 34 1 POTABLE WATER SCHEDULE CONNECT TO EXISTING WATER STUB -OUT. CONTRACTOR SHALL COORDINATE A CONNECTION WITH CITY OF ZEPHYRHILLS. ( B ) CONNECT TO EXISTING STUB OUT AND INSTALL A 1" DOMESTIC WATER METER W / 1" RPZ BACKFLOW PREVENTER. OCONNECT TO EXISTING STUB OUT AND INSTALL A" IRRIGATION METER AND 1" I RPZ BACKFLOW PREVENTER WITH 1" STUB -OUT FOR IRRIGATION. �J PROPOSED 1-1/2" POLYETHYLENE WATER SERVICE LINE. OPROPOSED WATER SERVICE CONNECTION POINT AT BUILDING (REFER TO ARCHITECTURAL PLANS FOR CONTINUATION). SANITARY SEWER LINE SCHEDULE ElCONNECT TO EXISTING 6" PVC SEWER SERVICE LATERAL WITH AN INLINE 6" WYE AND CLEAN OUT AT INV. ±138.20 AND THEN RAISE TO INV. 141.75. 121 13 L.F. - 6" P.V.C. @ 1.15% El6" WYE W/ CLEAN OUT, INV. 141.90 ® 26 L.F. - 6" P.V.C. @ 1.15% a6" WYE W/ CLEAN OUT, INV. 142.20 © 19 L.F. 6" P.V.C. @ 1.05% SANITARY SEWER CONNECTION POINT. LIMIT OF CIVIL DESIGN a(+/- 5' OUTSIDE OF BLDG.) CLEAN OUT @ INV 142.40 (REFER TO ARCH/MEP PLANS) N GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FEET GENERAL UTILITY NOTES 1. SEE COVER SHEET FOR A LIST OF UTILITY COMPANIES. 2. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS wrwvlP•cphcorp.com BEFORE CONNECTING TO ANY EXISTING LINE. �+ 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES FBI, Service SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY LINES BEING INSTALLED. D®�, 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION & OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE Architects VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE Engineers CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS Environmental BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE Landscape Architects THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH M / E / P CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY Planners DURING CONSTRUCTION AT NO COST TO THE OWNER. Structural 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR Surveyors ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, Traffic / Transportation DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL Offices in: AS COORDINATING WITH UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/ CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. * Florida 8,THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH ®Puerto Rico FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN GRASSED AREAS SHALL BE 4" ABOVE FINISHED GRADE (UNLESS NOTED OTHERWISE). 9 Connecticut 9. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED WITH TRAFFIC BEARING RINGS AND COVERS. o Maryland 10. ALL CLEAN -OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH TRAFFIC BEARING PARTS AS APPLICABLE. 11. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER %till a 118ll 12. ALLLNHOLES CONCRETIEFFORENCASEMENT SHOUT ALL HAASSURE AVE A MINIMUM COMPON IS RESSIVE VE STREER NGTH OF �,'►N®! d 3000 P.S.I. AT 28 DAYS. Z&io¢a9s 13. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK VALVES, BACKFLOW��rte. PREVENTERS, ETC., AS REQUIRED BY GOVERNING AUTHORITIES. A- <fi cl) 0 ft 14. ALL WATER, FORCE MAIN AND SANITARY SEWER LINES SHALL HAVE A MINIMUM OF T OF " cr COVER. PE WATER SERVICE MAY BE REDUCED TO 2' WHEN NECESSARY. 15. CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH APPROPRIATE " AUTHORITIES PRIOR TO COVERING TRENCHES DURING INSTALLATION. 16. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND REQUIREMENTS. 17. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE®�,r * ®��;'•►►••p`•''Y O RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. 18, ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR � ��®► p ig UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 19. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND L11 TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, > m BENCHING AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 20. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 21. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF LLJ PROPOSED UTILITIES. 22. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS NEEDED. 23. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION � IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING 0) EXCAVATION. 24. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED AND 00 DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO Z) 0Y CONNECTION TO MUNICIPAL SYSTEM. co 25. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS SIX (6) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN U THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (12) INCHES. c) 26. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. CV 27. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY PROVIDERS 48 HOURS PRIOR TO ANY UTILITIES CONSTRUCTION. 28, EXISTING ELECTRIC SERVICE LINE FROM PROPERTY TO TRANSFORMER TO BE SAVED AND PROTECTED DURING CONSTRUCTION. W UTILITY LEGEND N T ®� ®®® z s PROPOSED SEWER w- PROPOSED WATER LINE N p T- � PROPOSED ELECTRIC SERVICE d I.- a- -5 ('0 E (24" PVC CONDUIT WITH PULL BOXES) Q T PROPOSED TELEPHONE SERVICE (2-2" PVC CONDUITS WITH PULL BOXES) fU C2 i Z O CO CB Q N Q in o Plans Prepared By: CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 SIDEWALK ELEV. ±147.80 Ph: 850.563.1490 Licenses: + �.. Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lac. No. LC0000298 (T PVC SANITARY SEWER) [4] 0 - SCALE: NTS BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EAILTH 1 e OF FLORIDA, INC. Know what's below. wwwxallsunshinexom Call before you dig. Sheet No. aff�ff 00 ONLY ONLY R3-5L R3-5R 30" X 36" 30" X 36" LEFT TURN ONLY RIGHT TURN ONLY N.T.S. N.T.S. I R3-2 R3-1 24" X 24" 24" X 24" NO LEFT TURN NO RIGHT TURN N.T.S. N.T.S. R1-1 R5-1 30" X 30" 30" X 30" STANDARD RED AND WHITE SIGN STOP SIGN DO NOT ENTER SIGN N.T.S. N.T.S. YIELD ONE ONE WAY WAY R6-2 L R6-2 R 18" X 24" 18" X 24" R1-2 YIELD SIGN ONE WAY SIGN DETAILS N.T.S. N.T.S. � 3' � NOTE: STRIPING TO BE SOLID WHITE. CROSS WALK STRIPING DETAIL N.T.S. 12" R7-8 PARKING BY DISABLED PERMIT ONLY R7-8P VAN - ACCESSIBLE $ 250 FINE F.S. 316.008(4) SIGNS USED AS PER FLORIDA STATUTES FTP 25 PER FS 316.1955, FS 316.1957 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF T-0" CLEARANCE TO FINISH GRADE ACCESSIBLE SIGN N.T.S. STOP BAR TO BE PLACED 4' MIN. FROM EDGE OF CROSS WALK (PER FDOT MUTCD 2000), UNLESS OTHERWISE SHOWN ON THE SITE PLAN. r- EDGE OF THE CROSSWALK Z 2' MIN. 1 � I \SIGNAGE 3MIN FROM FACE OF CURB "STOP" BAR SHALL BE 24" WIDE AND 12' FOOT LONG. OR AS SHOWN ON SITE PLAN, WHITE REFLECTIVE PAINT. (SEE SITE PLAN FOR LOCATIONS) STOP BAR DETAIL WITH SIGNAGE N.T.S. 1 3/8" N 3/4" )reenstreak Paving Cap Seal Profile #610 - See specifications for additional information. TYPICAL EXPANSION JOINT N.T.S. 12" 12" oo ACCESSIBLE ACCESSIBLE ROUTE TO ROUTE TO FACILITY FACILITY ®r HC AL HC AR TYPICAL ACCESSIBLE ROUTE SIGN CAI r 24" NOTE: BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE 2009 MUTCD, WARNING SIGNS W11-2 (TOP) & W16-7P (BOTTOM) WITH A BLACK LEGEND ON A FLUORESCENT YELLOW -GREEN BACKGROUND PEDESTRIAN CROSSING SIGN N.T.S. 2„ MOUNT SIGN HERE "U"-CHANNEL POST (2 LBS./FT.) S BOLLARD IN o z TRAFFIC AREAS SLOPE TOP OF CONCRETE GROUND SURFACE 'Y PC CONCRETE 9 •' •. N 3 '.d .43" NOTE: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. STANDARD SIGN BASE N.T.S. 6" R. �O, �u 0" 1� 3" 8rr IP of parking space ACCESSIBLE SYMBOL N.T.S. DOWEL DIAMETER = T/8 (IN) 16" LONG SMOOTH DOWEL @ 18" O.C. VERTICAL SAW -CUT POURED JOINT T=PAVEMENT 3/16" MIN. SEALING COMPOUND THICKNESS TOP 1/8" NO SAWCUT SEALING COMPOUND NOTE: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. BUTT JOINT POO DOWEL DIAMETER = T/8 (IN) 16" LONG SMOOTH DOWEL @ 18" O.C. T = PAVEMENT THICKNESS FIRST POUR .. •+� ,J... t .j.... DOWEL DIAMETER = T/8 (IN) 16" LONG SMOOTH DOWEL @ 18" O.C. DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED T PAVEMENT POURED JOINT THICKNESS SEALING COMPOUN ~ : _ 1-1/4" MIN. s' ••+ ':.' " `. .� t. "" CLEARANCE J! « TOP 1/8" NO SEALING COMPOUND TO BE LUBRICA D 3//1616"" MIN. JOINT FILLER NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. TRANSVERSE EXPANSION JOINT DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED T =PAVEMENT 3/16" MIN POURED JOINT THICKNESS SEALING COMPOUND 1-1/4" MIN. J: '� },• ,. �+ .;; CLEARANCE TOP 1/8" NO SEALING COMPOUND 4U UU11AFUUVU gOWELTO BE LUBRICATEDI CONTRACTION JOINT r 1 NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. CONSTRUCTION JOINT CONCRETE JOINT DETAILS NOTE: CONCRETE FOOTING AND NO, 4 RE -BAR (BY OTHERS) PER LOCAL SOIL CONDITIONS. CONSULT PROJECT ENGINEER FOR EXACT REQUIREMENTS. ELEVATION EMBEDMENT DETAIL PLAN ECONDPOU N.T.S. 4 d • d d 4 . 5'-3" 2170-7 " EMBEDMENT CYCLOOPS 2170-7S n nn PEDESTALMOUNT rn CYCLOOPS ELEVAI ]ON MODEL NO.2170-7 0'-01. I I v v FINISHED GRADE L 5'-a" L "e""°" � tn� MCOLUMBIA CASCADE COMPANY TREBIll CYCLOOPS Malcw• of T�ie.rF«m ! • wPro&wtiL Q a-•�-as mo at�o-• _ ® 7tnwrForm 2 and CydAope 1975 S.W. FMAvenue Telephone 503,223-1157 Por9an0, Orogon 97201.5293 Facsimile 5031223-4530 USA Thk bONY119 r7Y•d• th• oop lsd tnUl•otud pfOp�y 01 CdINnb10 C IiOt iQ IIN ORIGINAL CYCLOOPS Q ft m� ffi� Q 10-//•-BB 0®t Ev- Stele Drawn by i brewing No. Sheef - Clidby Q. i®-�-� 1; bY- OttNrf_ IOYt OIM •7�f�M. a1tt10r t011• _E-2Q BICYCLE RACK DETAIL N.T.S. ACCESSIBLE.RARKIN.G o (� SIGNS IN �+• •+ �t !h a ♦ 4+ +a t+ ++A A 1t i �• ' a +y+ BOLLARDS ++L+La A++R♦♦D (vSa + +* a+�++a +a +ta+++♦t +++ a o ++ ♦ t++ +a+ ++++ +r++♦+'ti a+ - aa+a aa++++ + + ++ + ++♦++ + a •1 4 + b p Q 4" 2" 4" D LU 4 m � 4 -I Q Zrr —SEE ACCESSIBLE 4„ 4" SYMBOL DETAIL LIJLU 4" WIDE WHITE t = STRIPES @ 46 4' ON CENTER ACCESSIBLE PARKING DETAIL SCALE: 1" = 10' EXCAVAI FLOWABLE I -ILL UK NO. 07 S ONB (TYPICAL) DIMENSION & TYPE A B C Drive Aisle 2" 6" 12" Parking 2" 614 12" DIMENSION & TYPE Concrete Section C D Load in /Dum ster 12" 6" Asphaltic Concrete 4000 PSI cone, A Full Sovi ice paving (min.) w/ wire mesh �.., ' & E Firm a . , f 0 Limerock Base or 0` .. Architects crushed concrete per 00 V0 (� Engineers soils report Environmental Compacted Note: Refer to Soils Report for complete Landscape Architects Scbgrade as specified direction. M / E / P Compacted Note: Refer to Soils Report for complete in soils report Planners Subgrade as specified direction. Structural in soils report Surveyors ASPHALT PAVING SECTION CONCRETE PAVING SECTION Traffic/Transportation N.T.S. N.T.S. Offices in: 3000 PSI JTS @ 10'-0" O.C. BROOM Expansion joint w/ sealant • Florida FINISH EXPOSED SURFACE Puerto Rico Concrete walk w/ CURB TYPE AS SPECIFIED 6x6-W1.4xW1.4 W.W.F. • Connecticut SLOPE DN. ® Maryland ASPHALT PAVEMENT a x • s ' ; •31 . a Y ' A •• . '. TRANS. 111 �®� r� :,..:.; • .;_.:..:.� , :d. TOP OF CURB � + ... .. ....... .... ....... ...... \.:::..:..:.'::........::::.......:.:.:.'.'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.':.'.'.'.'...:.,.:.:...:.:.:.......:...:: LIMEROCK BASE'.'.'.'.'Building - ..... Comp. granular fill See specifications ,� •• 2• • � � *`�,�' ... +. c �`� 4 .'♦ . tG ) +► ," ... foundation ®® n A PA\OEMENT r,- a• SO = rtc e z � W ]. tD OM C E S B R NOTE: SEE PAVING SECTION DETAILS FOR MATERIAL SPECIFICATIONS. �/ ��/ PAINTED TRAFFIC YELLOW s W e W •, �y Oj <, 1 j +♦ > Z. ELEVATION VIEW TYPICAL WALK SECTION NOSE DOWN CURB DETAIL`���'"'�� N.T.S. N.T.S. m Cam_ G W IZ 6 TRANSITION FROM LOW 6 W n 16" 7k%If POINT OF GUTTER TO 2 R O -' a 12"* SLOPE OF PAVEMENT. '' LL 6" a ® d 3 R PAVEMENT SLOPE - j m ®.. N v 6" a. '. a m .. 3/4"R e 4 a d0 n U) 8" 0 CYCLOOPS 2: Orr 2' r y� WHEN USED ON HIGH SIDE OF ROADWAYS, THE W * FOR LOW POINT OF MIAMI CURB. CROSS SLOPE OF THE GUTTER SHALL MATCH THE 2 "-16 X 0" HEX SOCKET FLANGEPIPE WITH *7k FOR LOW POINT OF TYPE F CURB & GUTTER CROSS SLOPE OF THE ADJACENT PAVEMENT. THE SETSCREW THICKNESS OF THE LIP SHALL BE 6", UNLESS SPILL TYPE CURB & GUTTER AT SLOPE OTHERWISE SHOWN ON PLANS. 2170—Hz OF PAVEMENT STANDARD CONCRETE CURB & INSTALLATION SEQUENCE BASE COVER 1. USE CYCLOOPS AND PIPE WITH FLANGE TO (TYPICAL -2, GUTTER r Q) LOCATE ANCHORS. ` / PEDESTAL MOUNT ONLY) N 2. INSTALL PIPE WITH FLANGE (TYPICAL -2). \\ 3. SLIDE BASE COVER (TYPICAL -2) ONTO BOTTOM OF CYCLOOPS AS SHOWN. 4. SLIDE CYCLOOPS ONTO PIPES. 5. WHILE HOLDING BASE COVER OUT OF THE WAY, 6" 44 ® z 41 ® ® ® O INSERT AND TIGHTEN HEX SOCKET SET SCREWS. I 6 6. ALLOW THE BASE COVER TO SLIDE DOWN TO 3/4" BEVEL SURFACE MATERIAL GRADE. z NOTE: MODEL NO. 2170-13-P HAS AN ATTACHED I I N CENTER PEDESTAL REQUIRING TWO ANCHORS. THE 0- CL — Q L CENTER PEDESTAL DOES NOT INCLUDE A BASE COVER. 6" (� („) J W • J1 SURFACE MATERIAL � +-- BASE COURSE � � � �., U" DIA. HOLES FOR ANCHORS V-4" g Q (ANCHORS BY OTHERS, TYP.-8 BASE COURSE AT MODELS 2170-5-P THRU ® •' T- 4 2170-11-P, TYP. 10 AT MODEL 2170—A01 -0 2170-13-P) PIPE W/ FLANGE (7YP:2) C: e 0 o ui Z o to ISOMETRIC C) 0 U Q U) Q O PEDESTAL MOUNT DETAIL 8 PLAN VIEW ABLE FILL )NE PIPE CROSSING DETAIL (FOR LESS THAN 12" CLEARANCE) VERTICAL CURB RIBBON CURD Plans Prepared By. CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 GENERAL NOTES: Ph: 850.563.1490 Licenses: 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION "I" Eng. C.O.A. No. 3215 Survey L.B. No. 7143 CLASS CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI. Arch. Lic. No. AA2600926 2, ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE Lndscie. Lie. No. LC0000298 CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. CONCRETE CURB AND GUTTER DETAILS N.T.S. 12"x12"x4"THK. CONC CLEAN -OUT COLLAR W/#4 BAR 45' BEND NE PLUG-o % WYE PVC TYPICAL CLEAN -OUT N.T.S. UND(StURDED WHERESHO D, IS r EXtENNM T ;. %IRFACE sL E EXtAWRONAWAY PRIOR "Ta. COMPLETION OF' BACVJ Lml I HEAT AL.TIVAt D NG 1 /44' " S�'Q .ELT 74ES u.,. b 6F tzigb frnws. 1 1 ', r# Sys 6sT£R Ft a(8 ; 7ti : P�ti3t t5 LOWED " : APPMV . OF E ;�FN ER MEN A CASE, B t BASIS' " WF11 SAL ;bF ENGINEER, CONTRAC OR OY F1 "T PIPE A E:60b tN r CF t1FITTINP% () F'%(� V f +4 00 ONLY OpTtom 1 MRSTRUGMON, 15 E : APPROVAL 0 �F� �- Z, ONLY OPTION 2, C��#si�ii& 1DIN IS aAU0 YFFT tom; AW AL .€1F:ING P SE UTILMY FGTAB E ATER GRA)ATY SEWFR. 'E I I FORCE N 6 �RAi; RECLAIMED 1 f� V STEF E.E�£�MMUNICA UT, �lw1r NFL! T ITY CO' WATER R P E1.�RIC 1LCptANiCR€aN6°. Fot 62-�04 4b UrIUVES BALLNOT 9E tt ST.ALl.ED,WrHIN THE DRIP UNE. TREES YiffMaIR RPOR JF C 624M$fad WRMENI 404b A1L fRbM 'THE-: WGIN;n `+.- 1. ACTUAL [14tALLATION LQCAT_f 1 F 1 Q �RQ "HALL N i HE E RAR AS PIRA CTED IN THE F1,1EML 2. PAIN ALL F#PI MAT 1 L IN A ORi A .W[T SSPC,i`AhL.D4Rl R £ N " Y THE CITY, , : ` As III r • Plans Prepared CPH, Inc. 1031-C TAT 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses; Eng. C.O.A. No. 3215 Survey L.E. No. 7143 Arch. Lac. No. AA2600926 L udscp. Lac. No. LC0000298 is ft a. " m, Ell tn ti LL _ ti � q c ' �. 9i THE 6 INI'T CH CONC LA Ste66, E REINFORCED WITH WII1 .40,. WELDED V Lk- < FO�. WIRE RK', A > SI�AI L ��. T�I� �, IBC TLA L� .0 i�I�NT WITH A• MINIM �, DA �� ✓ � °. � � � �, Li LA WIDTH AND LQN TH SHALL VA WITH, SEMRL THE TAT' F SABII LL � � � 9 I CHES—A ' es�l l kl l C A E , . .; .' ku °N. Tl N ACCORDNITHiit METER "A EtY Ll 3 SHALL ' I S,PC TA DIARD COLOR TC 05 CHQrN "IV,. �� T ua i o I _ YFS :.. zt S 4jk hm I FLt ENT I TO EFLUENT IEi. LESSINAN Nt view qfT,Y-of ; IIYRI-Irl z fINCHES'" ': tH uiEw. A AV/1NC O O LID A PVC 45 SENDNOTty ` MARK, 4LL. POt�lrS W1 i F Z1i( S CON . COLLAR RAISE, T aDE : PLAN RO CURS WITH A 7SIr ` I C PAVE AR FREIVIOLDED PLASTIC m r AS ;t i (RED E� ,AN�1(04 J0I T MIN IxIT_-iMAT E#IAk.; _ CASE BOTTOM ai WELPEP-:CA SAND BAC.KFILL EQUAL I .A. PIPE. I.b. IuS.Ak). a � c I've WL%9.U* A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland w m f" w a O ll- G > VJ r w Q r N N M 0 Q ®®®®® z CL 0- J N L0 w = 0 r U) 70 U ® N Z N Plans Prepared 8y. CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C. O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 V • • r r= �1 A, Sheet NO. TREE FENCE a) m 0 E LID N 0 N N N 0 z ° \. I 9 i 0 10 20 40 SCALE: 1"- 20' PLANT LIST SYM. COMMON NAME BOTANICAL NAME TREES r ` AR SUMMER RED MAPLE LI GRAPE MYRTLE . • LJ TREE LIGUSTRUM QV LIVE OAK SP CABBAGE PALM PR PYGMY DATE PALM UA WINGED ELM EX EXISTING TREES SHRUBS DESCRIPTION QTY ACER RUBRUM 'SUMMER RED' 3" CAL, 10' MIN WTI 5' SPR 6 LAGERSTROEMIA INDICA MIN 3 STEM, III MIN CALISTEM, 6' MIN HT 13 LIGUSTRUM JAPONICUM MIN 3 STEM, 1" MIN CAL/5TEM, 6' MIN AT 5 QUERCUS VIRGINIANA 3" CAL, 10' MIN HT, 5' SPR 7 5ABAL PALMETTO 10' MIN CT 16 PHOENIX ROEBELINI 3' OA AT, 2 STEMS 2 ULMUS ALATA 3" CAL, 10' MIN WTI 5' SPR 6 EXISTING TREES VARIES - p V05 WALTERS VIBURNUM VIBURNUM 050VATUM ® HP FIREBUSH HAMELIA PATENS O PM JAPANESE YEW PODOCARPUS MACROPHYLLA O CA QUEEN EMMA CRINUM LILY CRINUM ASIATICUM 'QUEEN EMMA' 1D VO SWEET VIBURNUM VIBURNUM ODORATISSIMUM 3 GAL, 18" MIN HT, 12" SPR, 30" OC 93 3 GAL, 18" MIN HT, 12" SPR, 36" OC 87 3 GAL, 2411 14, 1411 SPR, 3611 OC 75 7 GAL, 3' W X 30" SPR 7 3 GAL, 1811 MIN HT, 1211 SPR, 3011 OC 143 q _. Total Ar a Is 23690.31 ' Island is 2 1 Final ( �• TRADITIONAL' om�� ; i 37d2 sF •' .� ' 4. I VFPICULAR USE DATA VEHICULAR USE AREA 21,380 SF REQUIRED LANDSCAPE AREA 21135 SF (10%) PROPOSED LANDSCAPE AREA 21310 SF (10.8%) FOUNDATION PLANTING DATA i UNDERSTORY TREE/20LF OF BUILDING REQUIRED: 235 LF / 20 PROPOSED: BUFFER SCWEDULE 12 TREES 12 TREES PROPERTY BOUNDARY # OF LINEAR FEET BUFFER WIDTH REQ. BUFFER WIDTH PROV. LANDSCAPING REQ. BY CODE LANDSCAPING PROVIDED 2017 10 FT. 10 FT. 5U A SHADE1 TREE / 50 LF - 6 TREES re TREES SWRU= GROUND COVER T. WE sow x 36 OC MAX. 235 1 10 FT. 1 10 FT. I PUFFER SHA A DUE TO OVER FAD UTILITIES - U S 1 TREE / 20 LF - 12 TREES 5 1255 / REQ. TREE - 60 SHRUBS Mt SHRUM 190 1 10 FT. 10 U A SHADE TREE i TREE / 50 LF - 4 TREES 3 PROPOSED; 1 IS IN T. 14EDGE IWW x 36 OC MAX. C.OMA`ERCb4L. 250 10 FT. 1 10 FT. I 5UFFERA SHADE !BEE 1 TREE / 50 LF - 6 TREES 4 SHA • 6 ALM T. E E WiT x 36 OC MAX. PM DED GROUNDCOVER CV CROTON CODIAEUM VARIEGATUM 3 GAL, 1211 A, 1211 SPR, 2411 OC DTV VARIEGATED FLAX LILY DIANELLA TASMANICA 'VARIEGATA' 1 GAL, 1211 H X 4" SPR, 1811 OC ® DGM GOLD MOUND DURANTA DURANTA ERECTA 'GOLD MOUND' 3 GAL, 15" H X 1011 SPR, 2411 OC LMG EMERALD GODDESS LIRIOPE MUSCARI 'EMERALD GODDESS' 1 GAL, 5 5I55 PER POT MIN, 1811 OC MC MUHLY GRASS MU14LENBERGIA CAPILLARIS 3 GAL, 1511 A X 1011 SPR, 3011 OC 0 SAT TRINETTE SCHEFFLERA SCHEFFLERA AR50RICOLA 'TRINETTE' 3 GAL, 15" A X 15" SPR, 3011 OC SR SAW PALMETTO SERENOA REPENS 3 GAL, 15" 14 X 10" SPR, 3011 OC TA ASIATIC JASMINE TRACHELOSPERMUM ASIATICUM 1 GAL, 3" H X 8" SPR, 1811 OC ® ZP COONTIE ZAMIA PUMILA 3 GAL, 15" H X 1011 5PR, 3011 OC BAHIA ARGENTINE BAHIA SOD PASPALUM NOTATUM 'ARGENTINE' SOLID SOD, CONTRACTOR TO VERIFY QTY. SOD ST. AUGUSTINE GRASS STENOTAPHRUM SECUNDATUM SOLID SOD, CONTRACTOR TO VERIFY QTY. NOTE: PLANT DESCRIPTIONS ARE FOR MINIMUM ACCEPTABLE SPECIFICATIONS. ALL CRITERIA LISTED FOR CONTAINER SIZE, CALIPER, HEIGHT, SPREAD, ETC. MUST BE MET FOR PLANT MATERIAL ACCEPTANCE. FOR EXAMPLE, IF A THREE GALLON SHRUB DOES NOT MEET THE HEIGHT OR SPREAD SPECIFICATION, IT WILL NOT BE ACCEPTED. IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUND COVER. ALL LANDSCAPED AREAS WILL BE 100% IRRIGATED WITH A CENTRAL AUTOMATIC IRRIGATION SYSTEM INCLUDING A RAIN SENSOR. Mpg A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland �pt+OScgp Digitally signed by Maxwell D �E�'Euo•sp :?P� Spann DN C=US, O=ldenTrust & 666180 �• n ACES Business : Representative, OU-CPH '• INC, CN=Maxwell D Spann, STATE .' OID.0.9.2342.19200300.100. ,t •. OF .i,t 1.1=A01097Co0000153A402 FCo.1 329200010181 Date: 2016-11-2217:00:54 C 0 s^ a� a� ICU 0 Z 2 0 z 0 0� o 0 ao L W Q Q o M o° 0 MW CL MM N o N U Q a Plans Prepared By: CPH, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lie. No. AA2600926 Lndscp. Lic. No. LC0000298 z 111 (L� 171 W 338 CL 173 258 253 166 566 181 BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL, OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH ' 0 e I , OF FLORIDA, INC. Know what's below. www.calisunshine.com Call before you dig. Sheet No. J m P 0 T E o_ c� N m 0 N N N 0 Z 3 a LANDSCAPE NOTES: i. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the Landscape Specifications. In the event of variation between gxntities shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all cpantities and report any discrepancies at the time of bidding. 2. The Landscape Contractor shall review architectural/engineering plans aid become thoroughly famillor with surface and subsurface utilities. 3, Prior to construction, the contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the course of the work. Locations of existing buried utility tines shown on the plans are based upon best available information and are considered to be approximate. It shall be the responsibility of the contractor 1) to verify the locations of utility lines within and adjacent to the work area 2) to protect all utility tines during the construction period 3) to repair any and all damage to utilities, structures, site appurtenornees, etc. which occurs on a result of the construction 4) To field adjust the location of proposed trees and palms 10' off the center of the utility lines. Notify the Landscape Architect if a 10' offset does not function. 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the irrigation work to assure availability and proper location of Irrigation items and plants. S. Contractor shall ensure that there are no visual obstructions to vehicle lines of sight and traffic controls. Contractor shall field adjust tree and/or large shrub locations to avoid any such obstructions. 6. Trees shall be maintained by the owner to avoid future such obstructions by pruning trees ad/or shrubs as necessary utilizing horticulturally sound technigm. 7. Ali planting shall be performed by personnel familiar with plaiting procedure and under the supervision of a cipalified planting foremen. 8. All plant material shall be graded Florida No. i or better as outlined under Grades and Standards for Nursery Stock, Pat I and II, published by the Florida Department of Agriculture and Consumer Services. 9. The Landscape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the regytrements of these specifications. 10. Except as otherwise specified, the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trade. 11. The minimum acceptable size of all plants, measured after pruning, with branches In normal positions, shall conform to the measurements specified on the plant list or as Indicated on the landscape drawing. Height and spread dimensions refer to main body of the plant and not extreme broach tip to tip. Trunk caliper (trunk diameter) is measured 6 inches from the ground on tram up to ad including 4 Inches in caliper, and 12 inches from the ground for larder trees. Since trunks are seldom round, the average of the largest dianeter and that perpendicular to it is referred to as caliper. 12. Plants shalt be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted. 13. All tree pits shall be excavated to size and depth in accordance with the Florida Grades 4 Standards for Nursery Stock, unless shown otherwise an the drawings, and backfilled with the specified planting Bolt. The Landscape Contractor shall test fill all tree pits with water before planting to assure proper drainage percolation is available. 14. The Landscape Contractor shall be rresponsibie for proper watering of all plants. All plaits shall be thoroughly watered at time of planting and kept adequately watered until time of acceptance. It shall be the Landscape Contractor's responsibility to assure that plants as not over watervd. 15. It shall be the Landscape Contractor's responsibility to prevent plaits from falling or being blown over, to re -straighten and replant all plants which loan or fall and to replace all plants which are damaged due to lack of proper guyinng or staking. The Landscape Contractor shall be legally liable for any daymp CON sed by instability of any plant material. 16. All Palms to be staked as indicated per Palm staking details. All other tram to be stabilized utilizing 8' lodge pates per tree planting details. 17. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be the responsibility of the Landscape Contractor. Dannaged plaits *hail be replaced by the Landscape Contractor at no additional cost to the Owner. 16. Sod shall be of a species specified an the drawings and originate from a corrnrmerclal turf grower. It shall be a dense stall of live turf, reasonably free of weeds, well matted with grass roots in rectangles 12 inch by 24 Inch or in 12 inch wide rolls to a length consistent with the equipment and methods used to handle the rolls and place the sod. Any netting contained within the sod shall be certified by the manufacturer to be bdo-degradable. The soil and root mat shall be a minimum of 1-1/2 inch thick and must hold together during plocen rent. Sod shall be place adjacent to one another to avoid gaps and overlaps. Joints shall be staggered between the rows. Sod placed on slopes exceeding Bit *hail be pined with turf staples. Sod turf, shall have been mowed a minimum of ens week prior to cutting and delivery, so that the length of the turf Is no longer than 4 inches at time of delivery. Plane sod within 48 hours of cutting the sod. The sod shall be kept moist throughout the 48 hour period to maintain the health and viability of the sod. Submit a letter of certification to the Owner's CEI Representative, at time of delivery, as to the source of the sod, the time it was cut, the species and cultiva• provided, last mowinng date, and that the sad is free of fire wits. Sod which has been cut for longer than 48 hours after being cut shall not be used unless specifically authorized by Owner's CEI Representative. It shall be the Contractor's responsibility to measure and determine the exact gxntity of sod mired for a complete job at the time of bidding or providing a price grate. The Owner shall not be responsible for additional cost due to the Contractor's under estimating of the quantity of sod for the original, bid area. 19, The Landscape Contractor shall insure adegyafie vertical drainage in ail plant beds, planters, and sod areas. ',Vertical drilling through any compacted fill to native soil shall be accomplished to insure drain-4ge. If well , drotned fill is necessary to assure positive drainage, this issue shall be brought up by the LordContractor at time of bidding. 20. The Landscape Contractor Shall insure that his work does not interrupt established or projected drainage patterns. 21. The Landscape Contractor shalt prune, shape and remove dead folioge/limbe from existing plant material to remain. Confirm with the Lande-F a Architect or Owner the extant of work required at timme of Bidding. 22. Mulch All plant beds shall be top dressed with 4" shredded hardwood mulch (or approved equal), 23. Traiepiaited Material - The Ladscape Contractor shall be responsible for determining and evaluating which plant materials are suitable for transplanting acl shall verify this with the Landscape Architect or Owner,' The Landecaps Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Ladscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures we not taken, as determined by the Landscape Architect or Owner. Replacement plaits shalt be of identical specie* and size if required. 24. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: Maintenance shall commence after each plant is plaited and the maintenance period shall continue until the job or specific phase of the job is accepted by the Landscape Architect or Owner. Extreme cars shall be taken to instruct the Owner or his representatives in general maintenance procedures. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repadrt of guys, replacement of sick or dead plaits, resetting plants to proper grades or upright positions and restoration of the planting saucer ad all other care needed for proper growth of the plants. During the maintenance period and up to the date of final acceptance, the Landscape Contractor shall c all seasonal spraying ad/or dusting of trees and shrubs. Upon completion of all planting, an inspection for acceptance of work will be held. The Ladscape Contractor shall notify the Landscape Architect or Owner -for schedulinng of the inspection 10 days prior to the anticipated date. At thel time of the Inspection, If all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to the landscape Contractor Stating the date when the Maintenance Period ends. GUARANTEE AND REPLACEMENT; All plant materials shall be guaranteed for one (1) year from the time of final inspection and Interim acceptance shall be alive and In satisfactory growth for each specific kind of plant at the and of the guaranteed period. At the end of the guarantee period, any plant regpired under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall be removed and replaced. Replacement plants shall have an extended guarantee, as noted above, from time of replacerrmnt. All replacements shall be planted of the same kind and size as specified on the plant list. They shall the responsibility of the Landscape Contractor. 25. TOPSOIL Topsoil shall be natural, friable, fertile, firie loamy soil possessing characteristics of representative topsoll In the vicinity that produces heavy growth. Topsoil shall have a pH range of 5.5 to 7.4, free from subsoil, objectionable weeds, litter, sods, stiff clay, stones lager than i-Inch in diameter, stun roots, trash, toxic substances, or any other material which may be harmful to plant growth or hinder^ plaiting operations. Top soli shall contain a minimum of three percent organic rmaterial. 26. UNSUITABLE SUBSOILS Locations containing unsuitable subsoil shall be treated by ant or more of the following: A. Where unsuitability is deemed by Owner or Owner's Representative to be due to excessive compaction caused by heavy oW[prment acl where natural subsoil is other than AASHTO classification of A6 or A7, loosen such areas with spikes, discinng, or other means to loosen soil to condition acceptable to Owner. Loosen soil to minimum depth of 12 Inches with additional loosening as required to obtain adegyate drainage. Contractor may Introduce peat moss, sad, or organic matter into the subsoil to obtain adequate measures shall be corsideed as incidental, without additionnal cost to Owner. B. Where unsuitabllity is deemed by Owner or Owner's Representative to be due to presence of boa ds mortar, concrete, graded aggregate base, or other construction materials In sub Grade Q where natural subsoil is other than AASHTO classification of AG or A7, remove debris and objectionable material. Such remedial measures shall be considered as incidental, without additional cost to Owner. C. Where unsuitability is deemed by Owner to be because natural subsoil falls into AASHTO classification of A6 or A7 and contains moisture in excess of 30 percent, then installation of sub drainage system or other means described elsewhere In Specifications shall be used. Where such conditions have not been known or revealed prior to planting time and they have not bean recognized in prepaation of The Drawings and Specifications, then Owner shall issue pricing order to install proper remedial measures. D. Planting beds where existing subsoil is detsrmtried by Owner to be unsuitable for plant growth in ocoordo nce par+egr aph Unsuitable Subsoil herein shall be excavated to a depth of 12 Inches or as ;nisi t; provide adee�uate drainage. Replace excavated soil with plaiting soil. 5-7 HEALTHY FRONDS MINIMUM. TIE FRONDS WITH BIODEGRADABLE TWINE. HEAD TO REMAIN TIED UNTIL PALM PUSHES IT OPEN. SECURE BATTENS WITH 2-3/4" ®, STEEL BANDS TO SECURE BATTENS DURING PLANTING PROCESS DO NOT NAIL BATTENS TO PALM TRUNK. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM. 3-2X4 WOOD BRACES STAKED WITH A 2X4X24" STAKE PAD BURIED 3" BELOW GRADE. J 5 LAYERS OF BURLAP 5-2X446 WOOD BATTENS STEEL BAND TOE NAIL 1 1/2"-2" APPROVED MULCH z_ AVOID CONTACT WITH TRUNK 4' OF SAND PLACED ON BACKFILL o u- FINISHED GRADE D GRADDE BACKFILL MIXED WITH APPROVED TOPSOIL tOX. I" ABOVE OF PLANTING. ALL ROOT BALL COVERING 2 X BALL DIA. MATERIALS SHALL BE COMPLETELY REMOVED BEFORE PLANTING N.T.S. i' LODGE POLE CENTER OF TREE EDGE OF ROOTBALL EDGE OF TRENCH HES APPROVED TOPSOIL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. CONTAINER TREE PLANTING DETAIL N.T.S. i COMPLETELY TREE TO AN 'HAT CLEARS THE 514ALL APPEAR 'ER PRUNING. ALL TREES TO 5E PLANTED NO CLOSER TWAN 10' IN ALL DIRECTIONS FROM ANY TRAFFIC SIGNS TREE PLANTING @ TYPICAL SIGN NTS CLEi MATRIX B PALM SABAL PALM (NO CROWN SHAFT) GHT * ALL PALMS TO HAVE CLEAR WOOD INDICATED ABOVE UNLESS OTHERWISE SPECIFIED. PALM WEIGHT/TRUNK SPECIFICATIONS OVERALL HEIGHT(OA: HIGHEST POINT IN THE CANOPY MEASURED FROM THE SOIL LINE TO THE NATURAL POSITION OF THE LAST FULLY EXPANDED LEAF. UNLESS SPECIFIED DIFFERENTLY, THE TERM HEIGHT, OR HEIGHT MEASUREMENTS SPECIFIED, WILL BE CONSIDERED OVERALL HEIGHT. CLEAR TRUNK(CT): A MEASUREMENT FROM THE SOIL LINE TO A POINT IN THE CANOPY WHERE THE TRUNK CALIPER BEGINS TO TAPER ABRUPTLY. ON MANY PALMS, THIS POINT WILL LIE AT THE BASE OF THE PETIOLE OF THE THIRD OR FOURTH YOUNGEST BUT FULLY EXPANDED LEAF. CLEAR WOOD(CH): A MEASUREMENT FROM THE SOIL LINE TO THE HIGHEST POINT OF THE TRUNK FREE OF PERSISTENT LEAF BASES. ON PALMS WITH A CROWN SHAFT, THE MEASURE WILL BE FROM THE SOIL LINE TO THE BASE OF THE CROWN SHAFT. IT SHOULD BE NOTED THAT PALMS WITH VERY PERSISTENT LEAF BASES MAY NOT HAVE CLEAR WOOD. IF SHRUB IS B B, THEN REMOVE BURLAP 4 ROPE FROM TOP 1/3 OF BALL MINIMUM 4" MULCH SOIL BERM MINIMUM 12" DEPTH OF PLANTING SOIL IN GROUNDCOVER PLANTING BEDS 4 INCHES MULCH (REFER TO LANDSCAPE NOTES FOR TYPE OF MULCH) SOD r, :•: = BACKFILL MIXED WITH 75% APPROVED TOPSOIL 4 25% ORGANIC COMPOST UNDISTURBED SUBSOIL r -PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. -MAINTAIN 3"-4" MULCH FREE ZONE AROUND BASE OF PLANT. SHRU5 AND GROUNDCOVER PLANTING DETAIL NTS TREE TRUNK AND ROOT FLARE TO TREE REMAIN EXPOSED AND FREE OF MULCH GROUNDCOVER (TYP.) MULCH STANDARD CURB 8% 4 GUTTER UL r 4' TYP. TYPICAL LANDSCAPE ISLANDS NTS MIN raWO 4V %V 'W 4V IF40�V V �117Lt1,1.1.1A1.1�;11� VI,GIGIII w EDGE OF PAVEMENT OR CURB N.T.S. 1/2' NYLON STRAP 8' LODGE POLE ROOT BALL MIN. 3 INCHES A50VE GRADE 4 INCHES MULCH - MAINTAIN 3-4 INCHES CLEAR RADIUS AROUND TRUNK 4 INCH DEEP SAUCER BACKFILL MIX UNDISTURBED SUBSOIL CUT CIRCULAR ROOTS MULTI -TRUNK CONTAINER TREE PLANTING DETAIL NTS DRIPLINE OF TREE IS ---� THE EXTENT OF ITS LIMITS I I 2' ORANGE FLAGGING T 0 30, O.G. 4' H, 14.5 GAUGE WIRE MESH FENCE, 2" X 2" MESH, INSTALLED AT 0 TREE DRIPLINE RAM TREE BARRICADE APPROI/AL OBTAIN CITY APPROVAL OF TREE BARRICADES PRIOR TO BEGINNING CLEARING OPERATIONS OR ANY SITE DEVELOPMENTS TREE PROTECTION NOTES: 1. Four (4) foot high 14.5 guage wire 2"x2' mesh fencing shall be installed encompassing the drip line of each tree, or ant foot in diameter for each Inch of trunk diameter, whichever is greater. When surveyed fencing shall be moved to the edge of the tree protection area (TPA) as indicated on plans and be maintained through completion of construction. 2. Where the TPA occurs within 10 feet of the tree trunk, a trenching device shall be used to sever tree roots. Root raking shall not occur before roots have been cleanly severed. 3. All ecIpipment and/or materials are prohibited within the TPA. Including but not limited to cement wash -out, chemicals, fuel or eWipment servicing. 4. Grade changes shall not occur within the TPA. No fill shall be added, removed or stored within the TPA with exception of prescribed potting soil (see stern 10). 5. Brush and weeds oeeuring within the TPA shall be cleared by hand or utilizing only the mower of a light wheeled farm tractor (less than 60 hp). During such activities soil profiles shall not be disturbed. 6. Roto-tilling, disking, root raking or other clearing methods that disturb the soil profile are expressly prohibited. 7. Utility lines and/or irrigation lines shall not occur within the TPA. 8, Saved trees shall be pruned to remove dead and damaged wood, correct structural defects and to provide access and visibility. 9. Pruning shall be completed under direct observation by the Designated Forester of CPH Engineers, Inc, or owner designated ISA certified arboHat and be accomplished by on arborlst with five years or more experience pruning live oaks to ISA standards. Arbarist must obtain approval from the owner prior to commencement of pruning activities. Two week advance notification is rewired. 10. Landscaping within TPA shall not disturb existing soil profiles. Eight inches of patting soil shall be imparted and evenly spread to provide a planting medium within TPA. BEFORE YOU DIG! F7AT SHINE STATE ONE CALL OF FLORIDA EAST TWOFULL BUSINESS DAYS BEFORE AIGGINC OR DISTURBING EAIk•Ifkl e° l ° OF FLORIDA, INC. Know what's below. www.callsunshinexom Call before you dig. A Full Service A & E Firm Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland .y,NOSCgp Digitally signed by Maxwell D �QLL 0. Spann �P. 9q,'pcy DN: C--US, 0=1denTn.St ACES Business ' LA 6866]901 ` Representative, OU=CPH INC, xw CN=Maell D Spann, STATE OID.0.9.2342.19200300.100.1. OF :.',k 1=AO1097C00000153A40232 F�ORIDP Data: 201016 - Data: -11-22 17:00:28 ® ® ® ® ® ® Z co Lu to 0 � N CO W (r Z C%J CO tY O -0 .C� N 0 3:0 t- Z o o tCi C)Q cn 0 .0 N Plans Prepared By. CPIs, Inc. 1031-C W. 23rd St. Panama City, FL 32405 Ph: 850.563.1490 Licenses: Eng. C.O.A. No. 3215 Survey L.B. No. 7143 Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298 Sri T-1 \ _15 11/2 20w �b "'& A ) MANALLY ADJUSTABLE .._.._ _.._ ..m._. _ .... _. µ.._. __... „_....- - TREE MIU551. ERS FOR CONTROL ZONE *'5-2 REFER TO THE .� _. .�. _1RRIG _. EGENM...(TYP) _.. _- 10 20 SCALE: i"= 20' 1" WATER METER AND A 11/4" RPZ BACICFLOW DEVICE. DEMANDTURF WEEKLY . - . (AFTER ESTA5LISHMENT PERIOD) ZONE * TYPE WATER USECPM RUN TnrIE GPW T-I TURF SPRAY HIGH 16 30 MIN. 480 T-2 TURF SPRAY HIGH 15 30 MIN. 450 T-3 TURF SPRAY HiGH 23 30 MIN. bw R-I TURF ROTARY HiGH I6 15 MIN. 1,200 R-2 TURF ROTARY HIGH 16 15 MIN. 1,200 R-3 TURF ROTARY 1 HIGH 1 16 15 MIN. 1,200 R-4 TURF ROTARY I HiGH 1 15 1 15 MIN. 1,125 TOTAL 65 MR 6�45 STATION RUN TIMES ARE BASED ON APPROXIMATE AMOUNT OF TiME REQUIRED TO APPLY 3/4" OF WATER TO IRRIGATED AREA. ADDITIONAL RUN TIME MAY BE NEEDED TO ACCOUNT FOR EMISSION DEVICE EFFICIENCIES AND EVAPOTRANSPIRATION. THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONALS GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. LOW -VOLUME WEEKLY DEMAND ZONE CHART (AFTER ESTABLISHMENT PERIOD) ZONE * TYPE WATERGPM USE RUN _T TIME GPW 0-1 DRIP ZONE LOW 20 60 MIN. 100 0-2 DRiP ZONE LOW 20 60 MIN. 1,200 0-3 DRIP ZONE LOW 9 60 MIN. 540 D-4 DRIP ZONE LOW I6 60 MIN. 960 0-5 DRIP ZONE LOW Ib 60 MN. S60 D-6 DRIP ZONE LOW 23 60 MIN 1�80 D-1 DRIP ZONE I LOW 14 60 MIN. 840 5-1 TREE BUBBLER I LOW M 30 MIN. 510 B-2 1 TREE BUBBLER I LOW 21 30 MIN. 630 B-3 TREE BUBBLER LOW M 30 MIN. 510 TOTAL 85 HR 81130 STATION RN TIMES ARE BASED ON APPROXIMATE AMOUNT OF TIME REQUIRED TO APPLY 34" OF WATER TO IRRIGATED AREA, ADDITIONAL RN TIME MAY BE NEEDED TO ACCOUNT FOR EMISSION DEVICE EFFICIENCIES AND EVAPOTRANSPIRATION. SPRAY HEAP LEGEND AND NOZZLE CHART Symbol MFR DESCRIPTION �y� Radius PSl F GIP. ® RAM BIRD 36VArc 1806 SAM-PRS (61, POP-UP SPRAY) Installed with SPX -FLEX Tubtng with a SPE-OW Barb Elbow 4 MPR Nozzle 3.10 30 .0 IM 2 7 g IhI RAIN 81RD iW'Ar'C ISM SAM-PRS (611 POP-UP SPRAY) Installed with SPX -FLEX Tubing with a am-~ Barb Elbow 4 MPR Nozzle IE44 Irp, 30 126 ]Be3 12W 1 121 30 130 1.14 .® 2 lW- 30 30 20 56 83 W`l 15,30 92 8 12- RAIN BIRD 1806 SAM-PRS (611 POP-UP SPRAY) Installed with SPX -FLEX Tubing with a SM-050 Barb Elbow 4 MPR Nozzle 2o 2 8 30 6 B 30 Jo .83 RAIN BIRD AdJ•Arc 1806 SAM-PRS (611 POP-UP SPRAY) Installed with SPX -FLEX Tubing with a SPH-050 Barb Elbow 4 MPR Nozzle 15A 30 varies varies 2 30 Varies Varies 10A ® 30 varies Varies 30 Varies rise 4Van 41 30 Varies I now RAM BIRD 11StP1IrPLICS IBMSAM-FRS (6" POP-UP SPRAY) Installed with SPX -FLEX Tubing with a SPE-050 Barb Elbow 4 MPR Nozzle I X 30 9 X 30 3 15CST ,68T UP 4`X 15' 30 b 1300 A-F adjustable tree bubbler to be installed 3" above grade on a 4" Sch 80 RAIN BIRD nipple. Contractor is responsible for installing lateral pipe (not shown) to the proposed tree bubblers. Pipe sizes shall not exceed 5 FPS. Manually adjust the bubbler to reflect the plants watering needs. Provide a minimum of 3 gallons per caliper inch at DBH. ROTARY 5ODY LEGEND AND NOZZLE CHART Symbol MPR DESCRIPTION N0=16 iu� t.PSI mow iNA4R . RAIN BIRD 1806-SAM-P45 (6" POP-UP) installed w/ SPX -FLEX 4 SPE-050 Barb Elbow R13-180 IS' 45 AS b1 .10 R11-240 24' 45 S2 .65 .15 ® RAIN BiRD 1806-SAM-P45 (6" POP-UP) installed w/ SPX -FLEX 4 SPE-050 Barb Elbow R-VAN1318 18' 45 .65 .61 -to R-VAN1124 24' 45 122 .65 .15 ® RAM BIRD 1806-SAM-P45 (6" POP-UP) installed w/ SPX -FLEX 4 SPE-050 Barb Elbow R13-i8H 18' 45 W .61 .10 Rh-2414 24' 45 i84 .65 .15 ® RAIN BIRD 1806-SAM-P45 (6" POP-UP) installed w/ SPX -FLEX 4 WOE-050 Barb Elbow R-VANI3113 IS' 45 131 .61 .10 R-VAN1124 1 24' 45 245 day 15 0 RAM BiRD 1806-SAM-P45 (6" POP-UP) installed w/ SPX -FLEX 4 SPE-050 Barb Elbow R-VAN1318 18' 45 1.41 .61 Z0 R-VANT124 24' 45 216 .65 . iB 0 RAM BiRD 1806-SAM-P45 (611 POP-UP) installed w/ SPX -FLEX 4 SPE-050 Barb Elbow R13-18F 18' 45 1S6 .61 .10 R11-24F 24' 1 45 3161 A : i5 XERiGATiON/DRiP LEGS Symbol MFR DESCRIPTION Area to receive Dripline-Rain Bird XFS-05-12 with 0.S gph emitters at 12" oc. with check �. -- ' RAM BIRD valve, pressure compensation. 141 pet min. to 50 p�sI ma Dripper line laterals spa at 0" apart, with emitters offset for triangular attern. inletall " below the finished grade w/ S" p ng p wire stakes five (5) feet on center, verify the layout a spacing in the field prior to starting work All connections between drip tubing ehaI be made using XF dripline fittings. APPROVED PVC supply and or exhaust header to drip tubing ion. If size not indicated then 34t1 shall be installed (see details for more information). MDC FCOUP 4 a MDCFCAP flush cap installled at endAnIddle of dripline PVC flush manifold RAM BiRD (not shown) line, install flush cap inside a separate valve box. One at the end of tubing runs in each direction. install a min. of one flush cap per 1 ' of tubing in each direction on dripline flush manifold. install 18" from paving. install all flush eq ip. per manufacturer's specifications. RAM BIRD (not shown) Air/vacuum Relief valve Kit ARV050 to be installed At the highest point of the dripline zone. Install valve on a exhaust header or perpendicular to lateral rows per manufacturer written installation instructions. Valve to be installed within a Rain Bird SEB ZXB emitter box. do not exceed 424' of dripline between each Air/vacuum Relief Valve Kit. PIPE, VALVE AND EQUIPMENT LEGEND Symbol 111FR DESCRIPTION APPROVED 1" water meter provided bg Owners Representative. The irrigation Contractor shall tie to the discharge side of meter and install a 11/4" RPZ t badcflow device per local code. RAM BIRD PEB Series electric remote -control valve 4 a line size PVC ball valve to be installed within a Rain Bird VB-STD valve box- (refer to valve ID on plan for size). RAM BIRD XCZ-FRB-150-COM Drip Iona Kit with (2) filters for flows of 15 GPM and higher. Install XCZ-FR15-100-COM (1) filter for flows of 14 GPM or lower (see valve ID's on plans for zone flows). Install valve within a Rain Bird VB-STD valve box. iZ MATCO Line size brass gate valve Installed in Rain Bird V5710RNO valve box w/ green lid. Q RAM BIRD 33-DLRC 3/4" Quick Coupler installed within a Ratn B d VB-10RrID valve box. The IRta.' Contractor shall pprrovide (2) Hose Swivels (SH-0), ( ) Valve Kaye (33-M 4 (2) Locking Cover (2049) to Owners esentative at lotion of o ect. RAM BIRD ESP-SMT4 Smart Control System with an ET Based WAathar Sensor to be installed in thla approximate location per the Manufacturer written tfications. ESP-SM3 Station Modules shall be installed to provide the required station of 11. PVC Class 200 iPS Plastic Pipe "Mainline". The die aromatic location show on plan is APPROVED approximate and shall be field located per the Owners Representatives approval. Pips sizes 3" inch or smaller shall have bell and socket Joint&. Pipe sizes larger then than 3" inch shall have snap connections with rubber gasket Joints, thrust blocked. Install 1811 below grade. PVC Class 200 IPS Plastic Pipe "Lateral". The diagrammatic location shown on plan is 111 APPROVED approximate and shall be field located per the Owners Representatives approval. Pipe sizes 3" inch or smaller shall have ball and socket Joints. Pipe sizes larger then than 3" inch shall have snap connections with rubber gasket Joints, trruet blocked. Install 1211 below grade. ■ ■ ■ ■ e ® APPROVED PVC Schedule 40 IPS Plastic Pipe "Sleeve". Sizes shall be twice the diameter of the pipe or wire bundle carried. Place below all paving, hardscaps etc• and as directed b� the Owners Authorized representative. Extend Sleeves I?" begond paving at each APPROVED Inota II two spare control wires plus a common from ths nearest valve box located in this approximate area irrigation controller location to the TREE IRRIGATION AFTER PLANTING DURING ESTABLISHMENT SIRE OF NURSERY IRRIGATION SCHEDULE FOR VITALITY STOCK LESS THAN DAILY FOR TWO WEEKS, EVERY OTHER 2" CALIPER DAY FORMONTHS, WEEKLY UNTIL ESTABDAILY FOR ONE MONTH, EVERY OTHER 211-411 CALIPER DAY FOR THREE MONTHS, WEEKLY 1AdTIL ESTABLISHED. GREATER THAN DAILY FOR SIX WEEKS, EVERY OTHER DAY FOR FIVE MONTHS, WEEKLY UNTIL 4" CALIPER ESTABLISHED 1. AT EACH IRRIGATION, APPLY TWO TO THREE GALLONS PER INCH TRUNK CALIPER AT THE ROOT BALL SURFACE. APPLY IT IN A MANNER SO ALL WATER $OA4KS THE ENTIRE ROOT BALL. DO NOT WATER IF THE ROOT BALL IS WET/SATURATED ON THE IRRIGATION DAY 2. DELETE DAILY IRRIGATION WHEN PLANTING N WINTER 96TABLIffiHMNN1' TAWAS THil O (HAI101140 56 ZONE 10-11) TO FOUR (HARDNESS ZONE 8-S) MONTHS PER NCH TftJNK CALIPER- NEVER APPLY IRRIGATION IF THE SOIL IS SATURATED. DRiP TUBING NOTES wwwr.cphcorp.com A Full Service A & Fir Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: IN Florida ® Puerto Rico ® Connecticut • Maryland ",)} OSCgpF Digitally signed by Maxwell D �y `ALA. s'a0 Z ' N -LIS. 0=1denTrust ACES Business Representative, _ * _ OU.CPH INC, CN=Maxwell D Spann, STATE .' OID.0.9.2342.19200300. I W 1.1 OF ::'�. -AO1097C00000153A40232920 "40RIOP 0010181 Date: 2016-11>2217:01:17 N ❑ z CD o o -_ Ul) Q o .0 3 t6CL. 0 U 0 dj iu Z c N ❑ ❑ C� Q ❑ O 1) INSTALL ALL DRIP TUBING BELOW THE MULCH LAYER USE U SHAPED WIRE z STABILIZERS TO HOLD LINES N PLACE. 2) KEEP ALL DRiP LINES CLEAN AT ALL TIMES BEFORE THE FINAL CONNECTION. -J TAPE ALL TUBE ENDS OR USE DIRT CAPS. ®. 3) ALL DRIP TUBING SHALL HAVE UNIFORM SPACING AND BURIAL DEPTH. 0 4) ALWAYS FLUSH ALL LINES BEFORE CONNECTION. 5) REFER TO THE MANUFACTURER DRIP INSTALLATION MANUAL FOR INSTALLATION INSTRUCTIONS. INSTALL PER MANUFACTURER SPECIFICATIONS 6) AYOIp SHARP BENDS N THE iUBNCs. DO NOT BEND THE TUBING WITH LESS THEN A IN RADIUS. 'U SPACE TUBING AS NOTED ON THE PLAN. THE PLAN DOES NOT ALWAYS SHOW ALL DRIP TUBING. THE PLAN LAYOUT IS FOR CLARITY ONLY. BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH C�lL " OF FLORIDA, I N C. Know what's below. www.callsunshine.com Call before you dig. Lip 4 d o, PVC EXHAUST HEADER 1 2 3 4 5 PVC S� 40 TEE OR EL (TYPICAL) — — — — — — — — — — ® BARB X MALE FITTING: r I ! I ® RAIN BIRD XFF-MA FITTING (TYPICAL) FLUSH POINT (TYPICAL) III SEE RAIN BIRD DETAIL 11XFS FLUSH POINT" I , I I I p� OR 11XF6 FLUSH POINT WITH BALL VALVE" I ® PERIMETER OF AREA I � Ij II II II eiI 2"-4"� �— ' 3 ?' ® 3 I PE PERIMETER DRIPLINE PITO BE I I ; INSTALLED 2"-411 FROM PERIMETER OF O AREA PVC SUPPLY PIPE FROM RAIN BIRD I ` I CONTROL ZONE KIT (SIZED TO MEET 1 13 LATERAL FLOW DEMAND) PVC SUPPLY MANIFOLD I 11 I I ® CONNECTION FROM SUPPLY MANIFOLD TO +=r�I DRIPLINE (TYPICAL)- SEE INSET A g i 11 III SUE+ -SURFACE DRIPLINE. 3 9 I i III RAIN BIRD XF SERIES DRIPLINE (TYPICAL) I f I i i I I POTABLE: XFS DRIPLINE 10 I I I I I I NON -POTABLE: XFSP DRIPLINE 11 11 j I j RAN BIRD XF SERIES BLANK TUBING AR -L—� ,� I 12 BARB X BARB INSERT TEE OR CROSS: I RAN BIRD XFF-TEE OR I i I RAN BIRD XFD-C (TYPICAL) 12 tg A11 AIR RELIEF VALVE: RAN BIRD MODEL: 33 131 ARV050 13 I I I I I I a 1 i I SEE RAIN BIRD XFS DETAILS FOR AIR IE RELIEF INSTALLATION — — — — — — — — — — — — — — 14 BARB X FEMALE FITTING: RAIN BIRD XFD-TFA-015 FITTING 1 15 V4" PVC NIPPLE, LENGTH AS NECESSARY NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASEP ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAIN BIRD XF-SDI DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. 3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA, 4. WHEN USING I1MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI, IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. XFS SUB -SURFACE CENTER FEED DRIP LAYOUT DETAIL 10 FINISH GRADE O SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 1XI5 O 15-1 AIR RELIEF VALVE: RAIN BIRD ARVOW TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE 4 O PVC SCH 40 FEMALE ADAPTER 5 O PVC SC14 80 RISER O6 BRICK (I OF 2) �7 PVC HEADER PIPE ® PVC SCH 40 TEE 3" MINIMUM DEPTH OF %ll WASHED GRAVEL 6 7 $ �9D XFS SUB -SURFACE DRIPLINE OZ AIR RELIEF VALVE ON HEADER DETAIL OGROUNDING ROD O 1" MR IN CONDUIT PER COPE. 120 VOLT 10 AMP OESP-61 WEATHER SENSOR F O RAIN BIRD VB-10 p4D VALVE BOX ORAN C BIRD ESP-SMT SMART CONTROL GO14A DIRECT BURIAL CONTROL WIRE O2" CONTROL WIRE CONDUIT OH 811 OF GRAVEL GALV. NIPPLES O1 (1 OF 6). OGALV. UNIONS (I OF 2). ORPZ TYPE BACKFLOW OGALV. ELLS CI OF 2). OSXT PVC ELLS CI OF 2). 1211 THE BACK FLOW LOCATION AS SHOWN ON PLANS IS FOR CLARITY REASONS ONLY. THE IRR CONTRACTOR SHALL FIELD LOCATE PER OWNERS REP. H XFS Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 1 460 290 596 1 455 780 514 FINISH GRADE N.T.S. QUICK COUPLER DETAIL (TYP-) RIB V15-101171,DP VALVE BOX. 2 X 4 P.T. SC 4 80 SWING JOINT O14/1 IRR WIRE O I OF 2 CONTROL VALVE (TEN). UNDER MAN. (SEE LEGEND) Q 801 GRAVEL TYP. INTAKE `/ UNION TYP). OASSORTED axe PVC FITTINGS. i® O I OF 2 SC 4 40 O(4) BRICKS FOR SXT COUPLING BOX SUS" 11 I OF 2 RAIN BIRD VB-STD VALVE O MANIFOLD TEE BOX (TYP). RAIN BIRD DB SERIES CONNECTOR DEK 12Y20 PVC 45 ELLS FITT A(TYP) SIZE PVC OLINE BALL VALVE O EXPANSION COIL (TYP) 4P II H2 A SLE IRON STAKE QUICK COUPLER TYPICAL DETAIL O RAIN BIRD 150-PES5 OWATERPROOF CON NECTION- RAN BIRD PB SERIES O30-NCH LINEAR LENGTH OF WIRE, COILED ORAN BIRD VALVE BOX VB-STD (TYP) O3-NC44 MINIMUM DEPTH OF 3✓4" WASHED GRAVEL PVC SCH 40 TEE 4 ELL OPRESSURE REGULATING QUICK CHECK BASKET FILTER: OPVC SC 4 40 FEMALE ADAPTOR O(4) BRICKS FOR BOX SUPPORT. E G I F PR5-150-COM "TOP VIEW" IRRIGATION SYSTEM PERFORMANCE NOTES 1) IRRIGATION SYSTEM AS SHOWN IS DESIGNED TO OPERATE FROM A POTABLE WATER METER PROVIDING A MINIMUM FLOW OF 21 GPM AND A MINIMUM PRESSURE OF 60 PSI. CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION IF AVAILABLE FLOW AND PRESSURE DEVIATES FROM 21 GPM AND 60 PSI MORE THEN 5% AND WILL AFFECT THE PERFORMANCE OF THE SYSTEM. MINIMUM PRESSURE REQUIREMENTS - 60 PSI AT THE POINT OF CONNECTION 30 PSI AT THE BASE OF THE POP-UP SPRAY HEADS 2) HEAD LAYOUT BASED ON BASE WOF4 CATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS W41LE MAINTAINING 100% COVERAGE AND MINIMIZING OVERSPRAY ONTO PAVED AREAS AND BUILDINGS. 3) LATERAL PIPE SHALL BE SIZED SO THE WATER VELOCITY DOES NOT EXCEED 5 FEET PER SECOND. MAX" GPM PER PIPE SIZE AS FOLLOWS: s, CLASS 200 4II PIPE 10 GPM P PIPE 15 GPM 11/4" PIPE 26 GPM IV211 PIPE 36 GPM 2" PIPE 55 GPM 21/211 PIPE 80 GPM 311 PIPE 120 GPM 4) WATER SERVICE LINE, WATER METER CHECK VALVES, SURGE PROTECTION, ETC - AND PERFORMANCE OF THE WATER SOURCE ARE NOT A PART OF THESE DRAWINGS. ZONE VALVE 3 GALLONS SIZE PER MIN. VALVE IDENTIFIER CAP ENDS AND STAKE STUB UP MEASUREMENTS FROM 2 REFERENCE POINT TO STUB UP. MARK BACK OF CURB ----------- TAPE END INNER PIPE STUB UP OF SLEEVE SC 4AO SOLVENT -WELD PVC (REQUIREMENTS VARY - CHECK CODES FIRST) ROUGH IN SLEEVM (DETAIL BIRD VB-1RN0 ORAIN VALVE BOX, DRIP TUBING INSTALLED OSHUT OFF/FLUSHING O IN 12" ROWS, 2t1 BELOW VALVE. GRADE. OBLANK TUBING 8 O ASSORTED DRIP TUBING AS NEEDED INSERT FITTINGS. OSS STAPLES INSTALLED EVERY O9 FINISH SRADE 3 FEET 1® RAN BIRD SQ NOZZLE ODRIP ZONE 4 POLYFLEX RISER LATERAL PIPE 11 (1 OF 2) PVC PVC SUPPLY EXHAUST HEADER O6 HEADER NOTE: 1) SCH 40 PVC SLEEVE, TWICE THE DIA OF INNER PIPE. 1'2"-3/411 SHALL RECEIVE A 2" SLEEVE. 2) INSTALL SLEEVE AND INNER PIPING AT SAME TIME. (SEE ROUGH IN DETAIL) 8}j (ti 1. REFER TO THE MANUFACTURER DRIP INSTALLATION MANUAL FOR RJW14ER INSTRUCTIONS. INSTALL PER MANUFACTURER SPECIFICATIONS. 2. FLUSH AND KEEP DRIP LINES CLEAN AT ALL TIME. SUPPLY LINE PVC 3/4" SUPPLY MANIFOLD, INSTALLED BELOW GRADE DRIPLINE START CONNECTION MALE ADAPTER DRIPLINE DRIPLINE TO BE INSTALLED 2" BELOW FINAL GRADE SHRM HEDGE 1811 MAX. SPACING PVC EXHAUST MANIFOLD, OR DRIPLINE MANUAL FLUSH VALVE SHRUB DRIP LAYOUT DETAIL fill PRESSURE REGULATING SPRAY O HEAD (REFER TO THE LEGEND AND PLANS FOR NOZZLE SELECTION). O 2XFL" PIRAELBOWS(119LE OWING 2), AND V2" BARB ADAPTER OLATERAL TEE ONE SPARE WIRE OR ELL SXSxt OPLUS GROUND OLINE SIZE PVC SEALED W/ DBY SXS ELL O LINE SIZE BRASS OLINE SIZE PVC BALL VALVE. MALE ADAPTERS O RAN BIRD VS-1 OSUPPORT BRICK VALVE BOX TURF (TYP) I, A C E TO POIC V 1 DRIP VALVE KIT SLEEVE DRIP TUBING TURF 611 POP-UP ISOLATION VALVE BACK FLOW CONTROLLER CONTROL VALVE DETAIL DETAIL DETAIL DETAIL DETAIL DETAIL DETAIL DETAIL INSTALLATION THE DESIGN PROFESSIONAL DENIES ANY AND ALL RESPONSIBILITY AND LIABIIL171' FOR NOT TO SCALE PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONALS GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. CaENERAL NOTES I. THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN ITS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRAVE DIFFERENCES OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTION OR DIFFERENCE SHOULD BE DROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. N THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS. 2. ALL WORK SHALL CONFORM TO ANY AND ALL APPLICABLE REGULATIONS AND CODES FOR THE LOCATION OF THE WORW, THE INSTALLER SHALL OBTAIN ANY NECESSARY LOCATES, PERMITS AND INSPECTIONS. 3. ALL WORK SHALL BE CLOSELY CCIOWINATEP WITH THAT OF OTHER TRADES, IN ORDER TO AVOID CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLANS WHEN TRENCHING TO AVOID TREES, SHROS AND UNDERGROUND UTILITIES. 4. ALL MATERIAL AND LABOR REQWREP TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED N THE DOCUMENTS. 5. THE CONTRACTOR SHALL PREPARE AN AS -BUILT PRAWNS ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR SHOWING ALL IRRIGATION INSTALLED. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE 05TANED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE PRAWNS SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM LANDMARKS AND HARD SURFACES. INDICATE THE INSTALLED WIRE DIRECTION. 6. ALL HEADS SMALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED AND SHALL BE INSTALLED PLUMB WITH THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HARD-SCAPNG TO MINIMIZE WATER OVER -SPRAY ON IMPERVIOUS AREAS. 1. CONTRACTOR SHALL PERFORM PRESSURE AND VOLUME TEST ON IRRIGATION WATER SOURCE OVER A CONTINUOUS 24 HOUR PERIOD PRIOR TO THE C47IMEWZMENT OF ANY CONSTRUCTION WORK. SHOULD THE AVAILABLE SUPPLY NOT BE ADEQUATE TO MEET THE DEMANDS OF THE IRRIGATION SYSTEM AS DESIGNED THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION FOR DESIGN MODIFICATIONS. 8 HIGH VOLTAGE POWER SUPPLY TO THE IRRIGATION CONTROLLER SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING THE CONTROLLER AND THE LOW VOLTAGE WIRES. THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER(S) SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. 9, ALL CONTROL WIRING SHALL BE INSTALLED UNDER MAINLINE, IF NOT POSSIBLE THEN ELECTRIC CONDUIT SHALL BE USED FOR WIRE PROTECTION USING PULL BOXES EVERY 150' OZ. WIRES SHALL BE TAPED EVERT 20 LF. WITH ADEQUATE SLACK AND SURGE/EXPANSION LOOPS AND SHALL BE SPLICED ONLY IN VALVE BOXES, USING RAN BIRD DB SERIES CiO HECTORS. THE CONTROL WIRE SHALL BE 14-1 OF PVC JACKETED, SINGLE CONDUCTOR CABLE, USING RED FOR "HOT" AND WHITE FOR VALVE COMMON. (SEE PLAN FOR SPARE WIRE LOCATIONS). 10,ALL PIPING AND WIFE PASSING UNDER PAVED AREAS SHALL BE SLEEVED WITH SCH. 40 PVC PIPE, SIZED A MNIMUM OF TWO NOMINAL SIZES LARGER THAN CONTAINED PIPE. 11. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROMIRTY AND NSIDE THE LANDSCAPE AREAS. 12. THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS AND IN THE WRITTEN SPECIFICATIONS, SHOULD A CONFLICT BE DISCOVERED WITHIN THE 0001" IENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST CLARIFICATION. 13. THE INSTALLER SHALL PROVIDE THE PROPERTY OWNER WITH AN IRRIGATION MAINTENANCE CHECKLIST 4 SEASONAL WATERING GUIDELINES. 14.THE IRRIGATION SYSTEM SHALL ISE MAINTAINED AND MANAGED TO ENSURE WATER EFFICIENCY AND PREVENT WASTEFUL PRACTICES. THIS SHALL INCLUDE, BUT NOT LIMITED TO, RESETTING THE AUTOMATIC CONTROLLER ACCORDING TO THE SEASON, FLUSHING THE FILTERS, TESTING THE RAIN SENSOR DEVICES, MONITORING, ADJUSTING 4 REPAIRING THE IRRIGATION EQUIPMENT SUCH THAT THE EFFICIENCY OF THE SYSTEM IS MAINTAINED. 15. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 16.ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 11. THE CONTROLLER SHALL SCHEDULE PROGRAM "A11 TO A REGULAR RUN-TIME SETTINGS FOR AFTER THE ESTABLISHMENT PERIOD OF THE PLANT MATERIAL. PROGRAM "B" SHALL BE USED DURING THE ESTABLISHMENT PERIOD AND TURNED OFF AFTER THE 30-60 DAYS OF PLANT INSTALLATION. Gt ADJUSTABLE RILL CIRCLE BUBBLER O PLANT MATERIAL �J FINISHGRAPE/TOP OF MULCH OUV RADIATION RESISTANT 1/2- INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) O1/2-INCH FEMALE NPT X VAW-NCH 15ARIB ELBOW: OV2"XI2" FLEXIBLE SWING PIPE, O PVC LATERAL PIPE 1/2-NC44 MALE NPT X AGO- NCH BARB ELBOW: I SCH 40 TEE OR ELL BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL, BUSINESS DAYS BEFORE DIGGING OR DISTV"ING HARTH I 1 OF FLORIDA, INC. Know what's below. www.callsunshine.com Call before you dig. www.cphcorp.com A Full Service & E Firer Architects Engineers Environmental Landscape Architects M/E/P Planners Structural Surveyors Traffic / Transportation Offices in: • Florida • Puerto Rico • Connecticut • Maryland O�NUSCgAF �PE�-SELL 0. 9a�(,�C,�, p�llally vpretl by Mvwall D Spann U` : y �A�e ry, . m QY: C-DSN.O=IOmifusl ACES a eprrsxiati.e, OU-CFI, —*— NC,CWMe�ve110 Spam, smrE olD.as.zuz.Iszoo600.looa.LAol p9JC60606153A402329200010161 *'., OF ::'�. Dale: 2016�11-Y2.IJW:04 FLORIDP 0 0 0 0 ®�®®4.14 Z CD N Lo 00 LO o U) v rn 2 Z 0 M ® �l 0 Q 0 0 - • AN =GATIDN DEMON COMPANY OMAM. IrroRIDA Na (oar) 859-5M Vww hadealIl oom Bob & Jason Mallroy oom i moll 61 G F E a 0) z °- D w V) J Q U Of H U W J W 9 WE n N O (D V) O V) m O B z. O N 41 0 n a r N I N N ::,. A 0 z co 0 N N O a TYPE I DESCRIPTION 1. NO MULTI -WIRE BRANCH CIRCUITS ARE USED. EACH CIRCUIT IS TO HAVE SEPARATE INDIVIDUAL NEUTRAL. 2. WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. 1. CIRCUITED VIA LEVITON LCM-30 FOR CONTROL OF EXTERIOR LIGHTING. REFER TO SHEET E-6 FOR DETAIL. 2. PROVIDE TWO (2) 4" CONDUIT WITH PULL STRING FOR TELEPHONE SERVICE TO BANK. SEE SHEET E-4 FOR VOICE / DATA ROOM LOCATION. COORDINATE ROUTING AND POINT OF TERMINATION WITH LOCAL TELEPHONE PROVIDER PRIOR TO CONSTRUCTION. 3. PROPOSED LOCATION OF UTILITY PAD MOUNTED TRANSFORMER, COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. 4. ELECTRICAL SERVICE CONDUIT AND CONDUCTOR ROUTING. SEE SHEET E-5 FOR ADDITIONAL INFORMATION. 5. PROVIDE ELECTRICAL CONNECTION TO BANK'S MONUMENT SIGN. PROVIDE ELECTRICAL DISCONNECT; 30/1/NF, 240V, NEMA 3R. COORDINATE WITH CIVIL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. MANUFACTURER LAMP TYPE I VOLTAGE S1 SITE LIGHTING LED WITH CREE: LED U V SINGLE HEAD WITH BACKLIGHT ARE-EDG-4IVIB=DA-16-E-UL-525-F SHIELD POLE CREE #PS5S28S, MOUNTED AT SO'_O'. A. FlG. S2 SITE LIGOTIING LED CREE: LED UNT1 DOLE CREE #PS5S28S, MOUNTED AT ARE-EDG-5 l_DA'-16-E-UI_-52, -F 30'-O"A.F.6, NOTES: 1. FINAL Fl)(TURE COLORS AND FINISHES SHALL BE SELECTED AND: APPROVED BY OWNER/ARCHITECT. GROUND'"" ° "^ #8 BARE APPROVE PIPE SLE GRADE 5/8" W-0" DRIVEN C 'S INSTALLED PER ER'S TEMPLATE 24" 24" 'REQUIRED PROVIDE SIGNED AND SEALED STRUCTURAL DRAWINGS FOR POLE BASE INDICATING COMPLIANCE WITH FLORIDA WIND LOAD REQUIREMENTS. NOT • SCALE Vic + 1C.COn1, �ineers, us this )3-05'00' I 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 I THE DESIGN AND CONCEPTS DEPICTED HEREWITH ARE THE SOLE PROPERTY OF ROBERT REID WEDDING ARCHITECTS do PLANNERS, AIA, INC. ELECTRICAL SITE NO REPRODUCTION, REVISIONS OR REUSE OF THIS DRAWING IS AUTHORIZED WITHOUT SPECIFIC WRITTEN PERMISSION. ALL RIGHTS RESERVED. • 000 LV�: Q m m:Z LL•�?y 0 cV n W r ��.J s U"0. m4 �`•'� `ye.� `� a a so ®� °°•...... • •'�•��e�� o®N z pR uj i n Cl) CD 00 0)NN Gn CF r 1 ® 0)LOo n U 00 , Cl) Cq r Y+ ' Cl)c �. '00 ^� �f M c ® C O B L C i.� U p c m CO c C m m E -� cc 4? 2 06 � 1 U m Y / U) tN i— N 4-J N 2N [v) d Cp U J U co �°J N :D r ors +'C- O r 7 ei � LL ®v N O i Q CD i 0 m CZ LLJ E E _U Lt c c L1_ o O Q C)�Ty-�C � o U W -a--j = V C() J_ S_ J = F-- = m J 2 C/D N N c 0 a .v a� v uj w CL Q Gw U N a - a; w N o v rn 0 12 PLAN SCALE: AS NOTED sheet no. E-2