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CHCCXO BTi1. SYSTEM IS DIACR

ALL MAIKUNELANDSCAPE A

2. CON

nnupRovrTOWTTYr'ISCtERAL PIPINC, ELECTRIC VALVES AND WIRING ARE TO K INSTALLED INAND WITHIN PROPERTY BOUNDARIES.

SHALL REFERENCE THE LANDSCAPE PLAN PRIOR TO THE INSTALUTION OTMCTTO AVOtO CONTACT WITH PLANT MATERIALS EXISTING OR NEW.

TRACTOR TO MAKE HELD ADJUSTMENTS TO HEAD AND PIPE LAYOUT WHEN EXISDNGO9STRUCD0NS MAY OCCUR (SEE IRRIGATION NOTES AND SPCCinCADONSX

4. THESE TIMINGS NAVE BEEN COUPUD USING THE MANUFACTURERSSPEOnCADOKS TO ACHIEVE 1.0 INCHES PRCCIPITADON PER WEEK PRCCISeWATERING TtHES MUST BE SITE DETERMINED BASED ON SEASON. RAINFALLETC. PRECIPITATION RATES WU ALSO VARY BASED ON THE ELEMENTS AND SEASONS

DAYUCHT SAVING TIME:

HOUSES WTH ODD NUUBERQ) ADDRESSES OR NO ADDRESS WCa WATER ON WEDNESDAY «C SATURDAY.HOUSES MTH EVEN NUMBERED ADDRESSES WILL WATER ON THURSDAY « SUNDAY.NON RESIDENTIAL ADDRESSES WU. WATER ON TUESDAY A FRIDAY.

EASTERN STANDARD TIME:HOUSES MTH ODD NUMBERED ADDRESSES OR NO ADDRESS VOL WATER ON SATURDAY.HOUSES MTH EVEN NUMBERED ADDRESSES WILL WATER ON SUNDAY.NON REStDENDAL ADDRESSES WU. WATER ON TUESDAY.

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1* «« a<y-»o*SCALE:

40*0 to* 20*

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IR-03

oz

-REDUCm PRESSURE BACKFLOW

OEVKE AS SPECIFIEO.COMTTOllS? 60'

UNLESS2* MINIUUU, 4' UAXIUUU FINISH

GRADE AT SHRUBS.

i/i' ASCVE FINISH I

nNBKEO

RECTANGULAR D.CALVANtZED NIPPIESREOUIREO. REMOTE CONTROL VALVE. ONE PFR BOHCONTTTOLLER AS SPECinED.

SECURaV BOLT CONTROLLERTO WALL INSTALL BACKUPBATTERIEB AS REQUIRED.GROUND .‘z rrr •—

SPBTIFICATIONS.

03“PLASTIC

oZ

WATER PROOF WIRE CONNECTOR:'IDOPED WIRES

GALVANIZED UNIONS••• EACH SIDE.

“it+ TTO FIRST FTTONC. T1/2* DIAMETER GALVANIZED RSERS.

STEEL CONDinre

Z1 1/2' OIAMOERCONDUIT "

ELECTRICAL

SOURCE INSTALLPER LOCAL ELECTRICALCOOES. U{i

UJ.GALVANIZED

NIPPLE. TYPICAL EA. SIDE

ESI;PVC COUPLER ANDSCHEDULE

QTOE NIPPLE.SERVICE TYPICAL

HNISHEDUNE AS PER

n n 2 IRRIGATION PLANCCONCRETE

LONG SWEEP ELL TWO ON EACH SIDE

UNE. SIZE

JCONCRETE THRUST BLOCKS.LBS. OF CONCRETE EACH. SCHEDULEBELOW GRADE.

UNOBSTRUCTED RAINFALL BUT NOTSPRMKLER

<

RAIN SENSORWALL MOUNT CONTROLLER ELECTRIC REMOTE CONTROL VALVEREDUCED PRESSURE BACKFLOW DEVICE

N.T3. I.T.S.

<ai

-PVC SUP-THREAD ADAPTER.

-BUBBLER NOZZLE AS SPECmEO,

INSTAa ASSEMBLY uy ABOVE GRADE.

WEU AS PEPPUNTING OaAIL

lrJl!5rl5rJL?rJ -nNSKED GRADE.

oI1/2* MARLEX STREET EIL-

1/2-K. FUX

1 1/2' MARLEX STREET1/2* MARLEX PRIUER.STREET ELL

LENGTH AS REQUIRED.

UTERAL UNE.cc

1/2' MARLEXSTREET SUP-THREAO

7ADAPTER.

ooI

(SXSXT)I'ell 1/2' POLYETHYLENE FLEXIBLE

TUKNO, LENGTH AS REOUIREO.UTERAL UNEU PVC TEE (SXSKT)

1/2' POLYETHYLENE FIEKIBLETUBING. LENGTH AS REQUIRED.

l/TUTERAL

o fU■sUTURN ROTOR FLEX ASSEMBLY BUBBLER ON FLEX HOSE RISER O)TURF SPRAY FLEX ASSEMBLY SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY

07 08, o05 06 QI.T.S.N.T.S,

^ on ^<Co

L/T03un

Q 03<<1NOTE:

’• l2^i,£«rSS'n‘l?^*L™pl|!£r^?^rVALVES AfLANDSCAPE AREAS AND MTHN PROPERTY 80UNDARES.

STEPT ARE BE KSTALLED DRAWNCHECXD BY:

2. CONTRACTOR REFERENCE THE UNDSCAPE WSTAliATtON DATE;APPROXIMATELY 1/2 FROA

AND 7VWST ENDS TOCETHCR.CONTACT MATERIALS EXSTWS

i. CONTRACTOROBSTRUCTIONS

4. THESE TIMMOSSPEOrCATlOHS TO ACHIEVEWATERINGETC. PRECIPITATIOH RATES WU.

DATUGHT

HOUSES

_ AD

BEEN COM

NUMBERED A

JUSTMENTS 1(SFT IRBIOARON

. ..... UYOUT WHENSPFCW1CAT10NS)

EXISTING

PILED US»« THE MANUFACTURERSPREOPITATION WEEK PRECISE

DETERMINED SEASON. RAINFALLELEMENTS AND SEASONS.

DDRESSES WEDNESDAY ft SATURDAY.■NRHEER'S SPEanCATIONS NUMBERED ADDRESSES _ — — THURSDAY

TUESDAY ft FRIDAY.PTC IRRIGATION SLEEVING TO BE SCH

USTERN 3TAN0AR0SOLVENT WELDEDHOUSESHOUSES

NUUBERED ADDRESSES ADDRESS SATUIDAY.ONE SLEEVE. SUNDAY.

EXTEND SUAliXR SLEEVE RESeCNTIAL ADDRESSES TUESDAY.

MECHANICAUY TAMP 9S* PROCTOR.INSTALLER OF SLEEVES

LOCATE SLEEVES IFRESPONSBE

PROPERLY INSTALLED.

(H) PIPE AND WIRE TRENCHINGIRRIGATION SLEEVINGWIRE CONNECTION DETAILN.T.S.

IR-04

(2i

dlZ- CCNCRAL

h1.1 ROATEO OOCUHENTSA. DRAWINGS AND GENERAL PRCMSCNS OE CONTRACT. INCLUIXNC GENERAL AND

SUPPLEMENTAfTT CONDITIONS AND DIVISION 1 SPECIHCATION SECTIOHS. APPLY TO

WORK OF TH5 SECTION.

2. THE CONTRACTOR SHALL DETERMINE THE AS-BUIT LOCATKJNS OF OWNER

UHOERCROUNO IfTILfTlES AND NOTIFY THE OWNER OF ANY CONFUCT WHICH WJX

AFFECT INSTALLATION OF IRRIGATION EQUiPMeNT.

3. PRIOR TO EXCAVATX3N. VERIFY IN THE FIELD THE LOCATTON AND DEPTH OF AU.NEW AND EXISTTNG UTIUTTES AND TAKE PRECAUTIONS NOT TO DAMAGE OR DBTVRB

SUCH UTILfTTES.

A. REPAIR TO ORIGINAL CONOTTION, NEW AND EXISTTNC UTTUTIES AND OTHER WORK

OAUAGEO BY CONTRACTOR’S CONSTRUCTXJN. IMHEDHTELY NOTIFY THELANDSCAPE ARCHTTECT-ENC NEER OF AMT AND ALL DAMAGE.

5. DAMAGES SHALL BE REPAIRED IN A MANNER APPROVED BY THELANDSCAPE ARCHITECT-ENCINEER,

B, INSPECTION;1. EXAMINE AREAS

REPORT

THE DRAWINGS OR SPECIFIED HEREIN AND ALL OTHER CONDITTOMS THAT WILL

AFFECT SATISFACTORY EXECUTION OF THIS WORK. DO NOT PROCEED WITH WORK

UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. STARTING WORK CONSHTUIES ACCEPTANCE OF THE CONOFTIONS UNOER WHICH

WORK S TO BE PERFORMED. AFTER SUCH ACCEPTANCE. THIS CONTIUCTDR

SHALi. AT HIS EXPENSE. BE RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY

ANO DEFECTIVE WORK RESULTING FROM SUCH UNSATISFACTORY CONOHIONS.

i. COORDINATION:

a. COORDINATE THE SCHEDULE OF ACTMUES WITH THE OWNER’S REPRESENTATIVEPRIOR TO COMMDICINC OPERATIONS,

b. COORDINATE IRRIGATION SYSTEM WORK WITH LANDSCAPING WORK,

C. SLEEVE UNOER PAVED AREAS WITHOUT DISTURBING SURFACE OR BASE OFPAVING,

TO BE PERFORMED.

WRITING TO OWNER Aa CONDITIONS CONTRARY TO THOSE SHOWN ONCONDITIONS UNOER

2.5 AUTOMATIC CONTROL VALVESA. CONTROL VALVES SHALL BE AS INDICATED ON THE DRAWINGS WITH FLOW

APPROVED EQUALCONTROL AS MANUFACTURED BY PENTEK

C. JONIING: cur THREADS NEATLY WITH SHARP TOOLS. ANO CONFORM JOINTING

PROCEDURE TO THE BEST PRACTICE OF THE TRADE AHER CUTTINC. REAM OUTRPE SCREW PIPE TDGEIHEB

OIL OR OTHER APPROVED PIPE COMPOUND APPUED TO THREADS. ANO ONCE A

JOINT HAS BEEN SCREWED UP. T SHALL NOT BE BACKED OFF UNLESS THE

THREADS ARE RECLEANED AND NEW COMPOUND APPUED. THIS APPLICATION

SHALL BE NEATLY MADE AND AU. OIL GRAPHITE AND DIRT SHALL BE IHOROUCHLY

WIPED OFF THE INSIDE OF EVERY JOINT.

APPUCATION OF CRAPHITt ANO ENGINE_!

DCO2.6 VALVE BOXES

A. VALVE BOXES SHALL BE PLASTIC AS MANUFACTURED BY PENTEKWITH UTCHING COVER OR APPROVED EQUAL

B. VALVE BOX COVERS SHAa BE MARKED ■IRRIGATION’ IN PERMANENTLY CAST

LETTERS. SHALL BE FLUSH IN LAWN AREAS AND 1/2- NCH ABOVE GRADE IGROUND CCMER AREAS.

.2 DE5CR1PTDN OF WORK AND SUMMARYA, PROVIDE A COMPLETE AUTOMATIC lANDSCAPE IRRIGATION SYSTEM WHICH SHALL

OPERATE IN AN EFFIC ENT AND SATISFACTORY MANNER AS SPECIFIED HEREIN ANDAPPRCVED BY THE LANDSCAPE ARCHITECT-ENGINEER. THE SPECIFICATIONS ANDDRAWINGS DO NOT DESCRIBE AND SHOW EVERY ITEM IN DETAIL HOWEVER. THECONTRACTOR SHAa PROVIDE ALL WORK AND MATERIALS FOR A COMPLETE IRRIGATIONSYSTEM ■ ■PREVENTER. TRENCHING ANO BACKHaNC FDR Aa PIPES, VALVES AND DRAINPITS. PROVIDING Aa MAINS. LATERALS, RISERS. FITTINGS. SPRINKLER HEADS.VALVES. CONTROaERS, ELECTRIC WIRING. ANO Aa NECESSARY SPECIALTIES ANDACCESSORIES. THE CCWTRACTOR SHAa ALSO PROVIDE A WORKING SYSTEMINCLUDING REMOVAL AND RESTORATION OFIMPROVEMENTS AS NECESSARY.

B. PROVIDING Aa SLEEVES BOJEATH WALKWAYS. ROADS AND DRVEWAYS WHEREREQUIRED.

C. REGULATING ANO ADJUSTING Aa SPRINKLER HEADS. TIMED SEQUENCE CONTROLDEVICES, SECTIONAL VALVES ANO RAIN OVERRIDER.

D. tesunc of system.E. Aa WORK SPECIHED

LICENSED IRRIGATION CONTRACTOR.F. RELATED SECTIONS:

LANDSCAPE SPECIFICATIONS.

I. REFER TO GENERAL NOTES DRAWING OF THE CIVIL PLANS FOR NOTESPERTAINING TO SITE CLEARING. EARTHWORK ANO SITE GRADING, URUIIES, EROSIONCONTROL ANO OTHER REQUIRED CML PERMITTINC AND CONSTRUCTION ACRVITIES.

2. REFER TO DRAWING FOR LANDSCAPE SPECinCATIONS.C. THE IRR GATION CONTRACTOR SHAa A^RT THE LANDSCAPE CONTRACTOR OF

Aa UNES AND HEAD LOCATIONS. THE LANDSCAPE CONTRACTOR SHAa USE DUECAUTION SO THE IRRIGATION SYSTEM IS NOT DAMAGED DURING LANDSCAPEINSTALiATlON:

TO EXISTING WATER MAIN, WATER METER, BACKFLOW

EXSTINC SYSTEM WITH

BE PERFORMED BY A OUALtnEOSECTDN

ozo|

3.4 PIPE SaEVE INSTAIIAHONA. INSTAa SCHEOUa 40 F\C PIPE SLEEVES FOR PIPING ANO CONTROL WIRING

THROUGH WALLS. FLOORS, SLABS AND UNOER WALKWAYS AND PAVING, EXTENDSLEEVES 6 INCHES BEYOND FINISHED SURFACE. SIZE SLEEVE TO PROVIDECLEARANCE BETWEEN SaEVE AND PIPE FOR EXPANSION AND CONTRACTION.SLEEVE SIZES SHAa BE A MINIMUM OF TWCE THE DIAMEIER OF THE PIPE TO BESLEEVED.

B. INSIAa SLEEVING PRIOR TO PAVING WORK SUCH THAT NEW PAVING SHAa NOTREQUIRE CUTTINC DR REMOVAL AND REPLACEMENT.

I+2.7 AUTOMATIC CONTROLLERA. CONIROUER SHAa BE AS SPECIRED ON THE DRAWINGS AND SHAa BE

MANUFACTURED BY RAINBIRD OR APPROVED EQUAL.B. POWER SOURCE SHAa BE AS SHOWN ON THE DRAWINGS.

z||

UJ Mil2.8 CONTROL UNESA, 24-VOLT ELECTRIC CONTROL UNES mlAUTOMATIC VALVES

SHAa BE DIRECT BURIAL Uf-60(W, SOLID COPPER. PVC INSULATION.SINGLE-CONDUCTOR. UL-APPRCVED UNDERGROUND FEEDER CABa OF ADIFFERENT COLOR THAN THE 120-VOLT SERVICE TO CONTROLLERS. THE 24-VDLTCOMMON GROUND SHAa BE OF ONE CONTINUAL CXILOR AND A DIFFERENT COLORTHAN THE OTHDT 24-VOLT UNES AND THE 115-VOLT SERVICE

B. T20-V01T SERVICE TO CONTROLLER SHALL CONSIST OF ONE BLACK ANO ONEWHITE WIRE.

C. WIRE SHAa BE FURNISHEDACCORDANCE WITH EXISTING CODES.

CONTROLLER

MINIMUM 2,500-FO0T REELS AND INSTAIIED

3S SPRINKLER HEAD INSTAaATlONA. Aa SreiNKLER HEADS WITHIN A ZONE SHALL HAVE MATCHED PRECIPITATION

RATES.

B. Aa HEADS OPERATING ON ONE VALVE (ZONE) SHAa DO SO AT THE SAMEPRESSURE.

C. DO NOT MIX DIFFERENT TYPES OF HEADS WITHIN A ZONE

D. PLACE PART-CIRCa POP-UP SPRINKLER HEADS SIX INCHES (8*) FROMOF ADJACENT WALKS. CURBS. ANO MOWING aANDS. OR PAVED AREAS AT

EDGETIME OF

UL Aa SPRINKLER NOZZLES SHAa BE ADJUSTED FDR THE PROPER RADIUS ANO1.6 WATER SOURCE

A. WATER SOURCE AND CONNECTIONS SHAa BE WEa TO PROVIDE A HIN65CPM AT 50PSI.

2.9 UGHTNING PROTECTIONA. UGKTNING ARRESTERS SHAa BE INSTAUED TO PROTECT THE POWER WIRES TO

EACH AUTOMATIC CONTROLaR. INSTAa TYPE RECOMMENDED BY AUTOMATICCONTROLLER MANUFACTURER.

<PATTERN, MAKE ADJUSTMENTS WHERE a TO

PERPEND CULAR TO FINISHED GRADE UNLESS OTHETRWSE DESIGNATED ON THE8, CONTRACTOR SHAa BE RESPONSIBa FOR VERIFYING THE LOCATION AND

AVAILABILITY OF APPROPRIATE SOURCES OF EaCTRICAL POWER FOR THEAUTOMATIC CONTROLaR. THE SOURCES SHAa BE SHOWN ON THE ELECTRICALPLANS.

2.T0 SOIL MOSTURE SENSOR SYSTEMA. THE RAIN SENSOR SHAa BE A UlCROEaCTRONIC SOUD-STATE TYPE. CAPABa

OF INTERRUPTING THE POWER FROM THE IRRIGATION CONTROaER TO THE VALVESWHEN RAlNFAa EXCEEDS A PRESELECTE) AMOUNT. THE SENSOR SYSTEM SHAaBE AS MANUFACTURED BY RAHBIRO OR APPROVED EQUAL1. THE SOS. MOISTURE SENSORY, CIRCUITRY SHAa BE HOUSED

CORROSION-RESISTANT PLASTIC CASING ANO SHAa UTIUZE A RAIN

COLaCTDR/EVAPOHATOR PAN OF THE SAME MATERIAL

ULTRAVIOLE

PLANS

3,6 CATE VALVE INSTALLATIONA. VALVE SIZE SHAa MATCH UNE SIZE. UNLESS OTHERWISE SHOWN.B. INSTAa AS DETAiaO ON THE DRAWINGS.

1.3 OUAUTY ASSURANCEA. MANUFACTURER QUAUFICATIONS: PROVIDE UNDERGROUND IRRIGATION SYSTEM

AS A COMPLETE UNIT PRODUCED BY A SINCa ACCEPTABa MANUFACTURE,INCUJOINC HEADS, VALVES. CONTROLS. AND ACCESSORIES.

8. LANDSCAPE IRRIGATION SYSTEM INSTALLATION SHAa ONLY BE PERFORMEDA FIRM THAT IS REGULARLY ENGAGED FUa TIME 'UNDERGROUND LANDSCAPE IRRIGATION SYSTEMS.

C. COOES AND STANDARDS: WORK SHAa COMPLY WITH THE AMEICAN SOCIETYFDR TESTING

□. REOUIREMENTS OFORDINANCES AND REGULATIONS OF Aa GOVERNING AUTHORITIES.

E. PR0TECTX5N: EXERCISE CAUTION TO AVOID INJURY TO TREES AND SHRUBS.AVOID ROOT ZONES OF EXISTING TREES TO REMAIN,

THE INSTALLATION OF

MATERIALS (ASIM) ANO NAT10KAL ELECTRICAL CODE.REGULATORY AGENCIES: WORK SHAa COMPLY CODE

T AND1.7 WARRANTY3.7 AinOHATIC CONTROLLER INSTALLATION

A. INSTAa THE CONTROLaRINSTAa IN COMPLIANCE WITH MANUFACTURER’S RECOMMENOATION.

B. POWER SOURCE; THE IIS-VOLT POWER SOURCE FOR THE CONTROLLERSHAa BE FROM A STUB-OUT AS SHOWN ON THE DRAWINGS. PROVIDE WORKANO MATERIALS FOR CONNECTION TO CONTROLLER FROM THS STUB-OUT.

C. CaCTRlCAL WORK UNOER THIS SECTION SHAa CONFORM TO THE DETAILS ANDPROVISIONS SHOWN ON THE EaCTRCAL DRAWINGS.

0. PILOT OR ’HOr WIRES SHAa BE OF ONE COLOR AND ‘COMMON* WIRES SHAaBE OF ANOTHER COLOR.

THE LOCATION SHOWN ON THE DRAWINGS.SETTUNG OF BACKnUED TRENCHES WHCHOCCUR DURING THE WARRANTY PERIOD. CONTRACTOR SHAa MAKE ANY

ADJUSTMENTS AS NECESSARY TO MAINTAIN PROPER CWERAGE<A. CONIHACTTTR SHAa REPAIR

Cll3 - EXECUTION

B. CONTRACTOR SHAa RESTORE ANY AND Aa DAMAGED PLANTINGS. PAVING ORIMPRWEMENIS WITHIN THE WARRANTY PERIOD.

3.1 SYSTEM INSTALLATXJNA. CENERAlJ UNLESS OTHERWISE INDICATED. INSTAa Aa SPRINKLER UNES WITH

A MINIMUM COVER OF 18 INCHES OVER TOP OF PIPING BASED ON FINISHEDGRADES. INSTAa SPRINKLER HEADS18 INCHES BASED ON HNISHED GRADES. SPRINKLER UNES INSTAIIED BENEATHPAVING SHAa HAVE A M NIMUM 24-TO THE I

B. SaEVES;1. INSTAa PIPING THROUGH WALLS, FLOORS. SLABS AND UNDER WALKS AND

PAVING IN SCHEDUa 40 PVC SaEVES.

2. INSTAa SaEVES UNDER WALKS, ROADS AND PAVEMENT PRIOR TOCOMMENCEMENT OF PAVING.

3. INSTAa IRRIGATTOV SYSTEM AFTER COMPLETXDN OF SITE GRADING.C. WHERE ANY CUTTINC OR BREAKING OF PAVING IS NECESSARY. TT SHAa BE

NEATLY CUT. REMOVED AND REPLACED WITH NEW PAVING BY CONTRACTOR.OBTAIN PERMISSION TO CUT OR BREAK SIDEWALKS OR PAVING FROM THOSEHAVING PROPER JUflISOICTlOH. WHERE PIPING IS SHOWN UNDER PAVED AREAS.BUT RUNNING PARALLEL ANO ADJACENT TO PLANTED AREAS, THE INTENT IS TOIMSTJiL THE

0. WHERE POSSIBLE. INSTAa PIPE ADJACENT TO CURBS OR PAVING TO MINIMIZEINTERFERENCE WITH PLANTS ANO THEIR ROOTS.

E. KEEP TRENCHES FREE OF OBSTRUCTION ANO OEBRS THAT WOULD TEND TODAMAGE PIPE. DO NOTTHE SITE AND LEAVE GRADE

INSTALLATION. PIPING SHAa BE ROUTED AROUND SHRUBS. TREES AND OTHERPERMANENT OBSTACLES.

F. SHOULD UnUTlES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS.C0NTR«:T0R SHAa promptly notify owner's CONSTRUCTION REPRESENTATVEFOR INSTRUCTIONS AS TO FURTHER ACTION. FAILURE TO DO SO Wia MAKE

AND Aa DAMAGE THQTETD ARISINGOPERATIONS SUBSEQUENT TO D SCOVERY OF SUCH UTOITIES, INDICATE SUCHUIIUTY CROSSINGS ON THE RECORD DRAWINGS PROMPTLY,

C. TRENCHES SHAa BE OPEN. VERTXW. SIDED CONSTRUCTION WIDE ENOUGH TOPROVIDE FREE WORKING SPACE AROUND WORK INSTALIEO ANO TO PRCMOE AMPa

FLEX PIPE WITH A MINIMUM COVER OF

COVER. AND BACKna SHAa CONFORMTEST OF PAVED AREA INVOLVE),

THE PUNTED AREA.

SUBSOIL WITH TOPSOIL REMOVE EXCESS SOIL FROMTO SPRlNKaR SYSTEM

S,

C. WARRANTY FOR WORK, MATERIALS AND EQUIPMENT SHAa BE FORAFTER FINAL ACCEPTANCE OF PROJECT.

YEAR UPAin 2 - PRODUCTS1,4 SUBMITTALS

A. CERTinCATE OF OUAUFICATON; PRIOR TO BID ACCEPTANCE. SUBMITCERnnanoN of installei's experience identifying a m nimum of four (4)PREVIOUS PROJECTS WITH NAMES OF OWNERS AND LANDSCAPE ARCHITECTS TOOWNER’S LANDSCAPE ARCHITECT FC« APPROVAL

B. PRODUCT DATA PFTIOR TO THE INSTALLATION OF IRRIGATION MATERIALS OREQUIPMENT. SUBMIT FOR APPROVAL SK COMPLETE COPIES OF MANUFACTURER’STECHNICAL DATA DATA SHAa BE MARKED TO SHOW EXACT EQUIPMENT ANDMODEL NUMBERS.

C. CHANCES ANO DEVIATIONS FROM THE ORIGINAL DRAWINGS OR SPECinCATlONSWRITING FOR APPRCVAL PRIOR TO INSTALLATION. IN NO

UNSPECIFIED EQUIPMENT OR MATERIALS BE IMSTAUaO WITHOUTSHAa BE SUBMITTEDCASE SHAa

3.8 CONTROL UNE INSTALLATIONA INSTAa CCWTROL WIRING THROUGH WALLS, FLOORS, SLABS AND UNDER PAVING

IN PVC SaEVES.EaCTHICAL SPLICES WATERPROOF WITH RAINBIRD 5NAP-TITE OR

5C0TCHL0K WIRE CONNECTORS. PROVIDE A 10-lNCH EXPANSION COIL OFEaCTRICAL WIRE AT EACH VALVE TO WHICH CONTROa ARE CONNECTED. INADDITION. PROVIDE EXPANSION COia IN WIRES AT NOT CWER 10O-FOOTINTERVALS, BURY WIRES BESIDE THE PIPE. BUNOa MULTlPa WIRES AND TAPETOGETHER AT NOT OVER 2D-FOOT INTERVALS.

C. INSTAa CONTROL WIRING SPUCES SHAa BE INSTAaED VALVE BOXES

2,1 ACCEFIASa MANUFACTURERSA. MANUFACTURER: SUBJECTPRODUCTS OF ONE OF THE FOLLDWINC;

1, RAINBIRD, K-RAIN, TORO OR APPROVED EOUVAaNT.

COMPUANCE WITH REQUI oREMENTS. PROVIDE

2.2 BACKFLOW PREVENTERA. TO BE PROVIDED BY IRRIGATION CONTOACTOR.B. SHAa MEET LOCAL COOES ANO WCORPORATE INSULATION SYSTEM

SPECIHED HEREIN ANO SET FLUSH WITH HNSHED GRADE PLACE NO CLOSERTHAN 6 INCHES TO WALK EDGES ANO 18 INCHES TO BUILDINGS AND WALLS.

PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT-ENCINEER.D. OPERATING ANO MAINTENANCE MANUAL A MINIMUM OF 1 WEEK PRIOR TO THE

HNAL IHSPECnOH, SUBMIT WO COPIES OF TYPED. SIEP-BY-SIEP INSTRUCTIONSFDR THE TO TAL OPERATION ANO MAINTENANCE DF THE SYSTEM FOR A 12-MONTHPERIOD. EACH MANUAL SHAa BE BOUNDSAME COIDR, SHAa INCaDE A PARIS UST CCWERINC EACH PIECE OF OPERATINGEDUIPUENT. RECOMMENDED LENGTH OF OPERATION ANO TIME INTERVALS FDR EACHZONE AND SHAa BE INDEXED.

E. RECORD DRAWINGS: SUBMIT RECORD DRAWINGS FOR THE UNDERGROUNDIRRIGATION SYSTEM INCLUDING PLAN LAYOUT laUSTRATTNG LOCATWN OF TYPE OFHEADS, VW.VES, PIPING. CIRCUIT CONITTOa AND ACCESSORIES.1. INDICATE LOCATIONS. SEES ANO KINDS OF EQUIPMENT INSTALaO.2. MAKE ENTRIES ON RECORD DRAWINGS DAILY, SHOW LOCATIONS OF IN5TAU£D

WORK. DRAW NGS SHAa BE AVAlLABa ' '3, BEFORE FINAL INSPECTION, TRANSFER Aa INFORMATION FROM THE RECORD

PRINTS TO AN OZAUO MYLAR. Aa WORK SHAa BE NEAT AND SUBJECT TO THEAPPROVAL OF THE LANDSCAPE ARCHITECT-ENGINEER.

TWO PERMANENT POINTS OF REFERENCE SUCH AS BUILDINGCORNERS, SIDEWALK OR ROAD INTERSECTIONS.FOLLOWING ITEMS;

A THREE-RING BINDER OF THE

Aa TIMS FOR INSPECTION.

4, DIMENSIONLOCATION

ZJ MATERIALSA. MATERIALS AND EQUIPMENT SHAa BE NEW ANO SHAa OPERATE

MANUFACTURER’S PUBUSHED CAPACCTIES.1. PIPE ANO FITTINGS:

a. Aa PIPING sma be from virgin PARENT MATERIAL THE PIPE SHAa BEHOMOGENOUS THROUGHOUTMATERMa, BUSTERS, DECETERX)OS WRINKLES AND DENTS, Aa PIPE SHAa BE

NATXDNAL SANTTATION FOUNOATTON (NSF) APPROrtlD.b. PIPE FROM THE WATER SOURCE TO THE INTAKE SIDE OF THE AUTOMATIC

CONTROL VALVE SHAa BE PLAIN-ENO CLASS 200 PVC PIPE UNLESS OTHERWISESHOWN. PIPE SHAa BE JOINED BT SOLVENT WEa USING A SOLVENT CEMENTSPECIFIED BY THE PIPE MANUFACTURER AND CONFORMING TO ASTM D2564.

c. PIPE ON THE DISCHARGE SIDE OF THE AUTOMATIC CONTROL VALVE SHALL BEBEa-ENO 160 P5I-S0R26, UNLESS OTHERWISE SHOWN. PIPE SHAa 8E JOINEDBY SOLVENT WELD USING APPROVED SOLVENT CEMENT SPECIHED BY THE PIPEMANUFACTURE AND CONFORMING TO ASTM D2564. BEa- AND SPIGOT-TYPEPIPE JO NED BY A TRIPa CLEATED RUBBER GASKET BEa JtXNT SHALL BEAaOWED FOR PIPE SIZES 3 INCHB ANO LARGER. UNLESS OTHERWISE SHOWN,

THE

FREE FROM VISIBa CRACKS. HOLES. FOROGN

I3,9 LABEa

A. NUMBER EACH ZONE VALVE BOX ON UNDERSIDE ANO TOPSIDE OF VALVE BOXCOVER WITHHATCH THE ZONE NUMBERS ON THE DRAWINGS.

B. NUMBER EACH ZONE VALVE CONTROL WIRE AT THE CONTROLLER WITH AWATERPROOF MARKER AND TAGS. NUMBERS SHAa HATCH THE ZONE NUMBERSON THE DRAWINGS.

BLACK WATERPROOF MARKER FOR REFERENCE. NUMBERS SHAa

on L/lcO

03U

33,10 HYDROSTATIC AND LEAKAGE TailNCA. NOTIFY THE LANDSCAPE ARCHITECT-ENGINEER

TO TESTING. TESTING SHAa BE DONELANDSCAPE ARCHITECT-ENCINEER.

B. PRIOR TO BACKFILUNO. AND AFTER THE IRRIGATION MAIN AND AUTOMATICVALVa ARE INSTAUH). THE IRRICATTON MAIN UNS SHAa BE TESTED FOR APESOD OF NOT LESS THAN 1 HOUR, AND SHAa SHOW NO LEAKAGE OR LOSS OFPRESSURE, DURING THE TEST PERIOD. MINIMUM TEST PRESSUREPOINT OF THE SECTION BEING TESTED SHAa BE TOO POUNDS PER SQUARE INCH.AT THE C0NCLU5ON OF THE PRESSURE TEST. IRRIGATION UTERlAa AND THEHEADS SHAa BE INSTAUED FOR OPERATION IN ACCORDANCEREOUIREMENTS UNOER NORMAL OPERATING PRESSURE.

WRITING

THE PREENCE OF THELEAST 72 HOURS

THE HICHET

DEIGN

o u(D

U o CLao

SPACE TO BACKFILUNG ANO COMPACTING.

PIPES ARE TO BE PLACED IN THE SAME TRENCH. A SIX INCHTO BE MAINTAINEO BCTWCm THE PIPES. THE CONTTTACTOR

£C

<H. WHEN TWO(6-) SPACESHAa NOT INSTAa TWO PIPE WITH ONE DIRECTIY ABOVE THE OTHER

Od. flTTlNCS FDR PVC PIPE SHAa BE OF DOMESTIC MANUFACTURE. IDENTIFIED —TO PRESSURE RATING ANO SCHEDUa ANO SHAa CONFORM OT THE FOaOWINC:

0 SOCKET-TYPE SCHEDUa 40 PVC: ASTM D2466.LTtCO TOEXISTING WATER MAIN WITH WATER METER AND BACKFLOW0. CONNECTION TO

PREVENTER,b. CONNECTION TO EXISTING ELECTRICAL POWER,c. GATE VALVE,d. ROITONC OF SPRINKaR PRESSURE UNE (DIMENSION MAXaiUM TOO FEET

ALONG ROUTING),f. SIGNinCANT CHANCE

DRAWINGS,r. SPRINKaR CONTROLg , ROUTING OF CONTROL WIRING AND SIZE

ROUTING OF UTERAL UNES FROM THOSE INDICAT

VALVES.

Cl CT)<3.11 BALANCING ANO ADJUSTMENTA. BALANCE AND ADJUST THE IRRICATTON SYSTEM COMPONENTS FOR EFFICIENT.

PROPER OPERATION. THIS INCaDE CONTROLLER SYNCHRONIZATION AS WEa ASINDIVIDUAL CONTROaER STATIONS. VALVE ANO SPRINKLER HEADS ADJUSTMENTS.

e. WATER SUPPLY MAINS:1) PIPE PVC CLASS 2D0.2) JOINTS: ASTM 02672. BEa-END TYPE5) FTTHNCS: ASTM D2564. SOLVENT CEMENT TYPE.4) SIZE: AS SHOWN ON DRAWINGS.

3.2 PLASTIC RPE ANO FTTIINCS IN5TALUT10NA. SIZE SUP FITTING SOCKET TAPER SO THAT A DRY UNSOFTENED PIPE END.

CONFORMING TO THEE SPECIRCATIONS. CAN BE INSERTED NO MORE THAN HAIEINTO THE SOCKET. WHEN CONNECTION IS PUSTIC-TO-METAI. MAa

ADAPTERS SHAa BE USED, THE HAa ADAPTER SHAa BE HAND TIGHTENED.PLUS ONE TURNTYPE II OR APPROVED EQUAL

B. RAINBOW BRONZE SAODU TEE AND CROSSE AND PLASTIC SAOOa ANDFLANGE FITTINGS Wia NOT BE PERUTnED.

C. DELIVER PLASTIC PIPE TO THE SITESUCH A MANNER AS

D. INSTALL RUSTIC PIPE AS RECOMMENDED BY THE MANUFACTURER ANO PROVIDEFOR EXPANSION ANO CONTRACTON. CUT PLASTIC PIPE SQUARE WITH A HANDSAW OR HACK SAW AND WITH THE ASSISTANCE OF A 50UARE-1N SAWING VISEREMOVE BURRS AT CUT ENDS PRIOR TO INSTAaATlON SO THAT A SMOOTHUNOBSTRUCTED FLOW WILL BE OBTAINED. PLASTC-T0-PLA5T1C JOINTS SHAa BESOLVENT-WELD OR RUBBER GASKET AS SPECIHED HEREIN. ONLY THE SOLVENTRECOMMENDED BY THE PIPE MANUFACTURER SHAa BE USED. PUSTIC-TO-METALJOINTS SHAa BE MADENIPPLES. CARE SHOULD BE TAKEN NOT TO USESOLVENT, THEREBY CAUSING A BURR OR OBSTRUCTION TO FORM ON THE INSIDEOF THE PIPE ALLOW THE J0CNI5 TO SET AT LEAST 24 HOURS BEFORE APPLYING

STRAP WRENCH. JOINT COMPOUND SHAa BE PERMATEX.

UNBROKEN BUNDLES AND PACKAGED INTHE PIPE ENOS.PROVIDE AOEOl

SCKEDUaEXCESS AMOUNT OF

PLASTIC MALE ACMPTERS

Q< Z

JOe NUMBER:DRAWN BY; _CHECKO

3.12 MAINTENANCEA MAINTAIN THE IRRIGATION SYSTEM UNTIL FINAL ACCEPTANCE MAINTENANCE

SHAa INCLUDECOMPaiE PROPERLY OPERATING SYSTEM.

. MATERIALS ANO REPUCEHENT5 NECESSARY TO ENSU

ED. BRANCH UNES:

1) PIPE;2) JOINTS: ASTM D2466. BEa END. SCHEDUa 40.3) FTTTINCS;

CUSS 160.

D2466. SOCKET . SCHEOUa

RE A30=1*.

DATE

SHOWN ON DRAWINGS.5 CLEAN-UPA. UPON COMPLETION AND PRIOR TO INSPECTION OF THE WORK. CLEAR THE SITE

OF DEBRIS. SUPERFaOUS UATERlAa AND EQUIPMENT.B. THE UNDSCAPE CONTRACTOR SHAa BE REOUIRED TO MAINTAIN THE

LANDSCAPE AND IRRKSATXIN SYSTEMS FOR A 365-DAY PERIOD IMMEDIATELYFOLLOWING THE FINAL ACCEPTANCE1. REFER TO SECTION 02600 - LANDSCAPE WORK, PARAGRAPH 3,11,2. THESE ROUTINE ADJUSTMENTS AND MAINTENANCE OF THE IRRIGATION SYSTEMS

BY THE LANDSCAPE CONTRACTOR DURING THE REOUIRED 365-OAY MAINTENANCEPEROD DOES NOT REUEVE THE IRRIGATION CONTRACTOR FROM FULfTLUNG AaWARRANTY ITEMS DURING THE WARRANTY PERDO.

F, SUBSTlTUnONS1. THE CONTRACTOR SHAa USE MATERIALS AS SPECinED ON THE IRRIGATION

PLAN. MATERIAL OTHER THAN THAT SPECIFIED Wia BE PERMUTED ONLY AFTERWRUTEN APPUCATION BY CONTRACTOR AND WRITTEN APPROVAL BY OWNER'SUNDSCAPE ARCHITECT TEN (TO) DAYS PRIOR TO BID OPENING.

2. SUBSTUUTIONS Wia ONLY BE ALLOWED WITHIN THE BEST INTE5?EST OF THEOWNER.

3. THE INSTALiATlON OF ANY APPROVD) SUBSTITUTION 5 THE CONTRACTOR’SRESPONSIBIUrr.

SUBSTITUTION MUST BE MADE TO THE SATTSFACTBN OF THE OWNER’SCONSTRUCTION REPRESENTATIVE ANO

CHANGES REQUIRED FOR WSTALUHON OF ANY APPROVED

THE OWNER.

A)

g. SLEEVES:1) ASTM D1785, PVC SCHEDUa 40.

h. CLEANER AND SOLVENT; COMPATIBa WITH PIPE MATERIALS AND SOLVENT DFTYPE A8a TO WITHSTAND SPECIFIED PRESSURE REOUIREMENTS.

i, GALVANIZED STEa PIPE

1) GALVANIZED STEa PIPE SHAa BE USED ONLY WHERE SHOWN ON THEDRAWINGS. PIPE SHAa BE THREADED END. STANDARD WSGKT, SCHEDUa 40GALVANIZED STEa CONFORMING TO ASTM AI20 OR ASTM ASS AND JOINEDWITH COUPLINGS.

2) FITTINGS SHAa BE 15O-POUN0 GALVANIZED MAOEASaCONFORMING TO ASTM A33B.

PIPE nniNDS

3.1 INSPECTIONSA. AT THE CONCaSOH OF IRRIGATION WORK.

THE LANDSCAPE ARCHUECT-ENCINEER TO DETERMINE THE CONOUKJN AND ACCEPTABIUTYOF THE SYSTEM. WHERE INSPECTED WORK DOES NOT COMPLY WITH THEREQUIREMENTS. CORRECT THE REJECTED WORK AND CONTINUE MAINTAINING THESYSTEM UNTIL REINSPECTED AND ACCEPTED BY THE LANDSCAPE ARCHUECT-ENCINEER.

B. HNAL INSPECTION ANO ACCEPTANCE; UPON COMPLETION OF Aa REJECTEDWORK. A RNAL INSPECTION Wia BE MADE BT THE UNDSCAPE ARCHUECT-ENCINEER TODETERMINE THE CONDUON AND ACCEPTABIUTY OF THE SYSTEM.

INSPECTION Wia BE MADE BYPRESSURE ON PVC PIPES.

1,5 JOB CONDITIONSA. OBSTRUCTIONS BELOW GRADE;

1. IF OBSTRUCTIONS SUCH AS ROCK OR UNDERGROUND CONSTRUGTION WORKARE ENCOUNTERED IN ANY IRRIGATION EXCAVATION WORK. NOTIFY OWNERIMMEDlATaY. WHERE LOCATIONS CANNOT BE CHANCED, THE O0STRUCTXIN SHAaBE REMOVED TO A DEPTH OF NOT LESS THAN 3 FEET BELOW GRADE ATCONTRACTOR’S EXPENSE.

E. USE TEFLON TAPE ON Aa THREADED PVC FUTINCS.

3.3 GALVANIZED STEa PIPE AND FUTINCS INSTALUT10NA. USE GALVANIZED SIEa PIPE WHERE SHOWN ON THE DRAWINGS.0. BUSHINGS. CLOSE NIPPLES AND CROSSES ARE NOT TO BE INSTALLED. CLEAN

PIPE CAREFUaY BEFORE INSTALUTION. REAM OUT THE ENDS OF Aa THREADEDPIPE FUa SIZE

2.4 SPRINKaR HEADSA. SPRINKLER HEADS SHAa BE OF THE TYPE SHOWN ON THE DRAWINGS AND

SHAa BE MANUFACTURED BY RAINBIRD, K-RAIN. TORO, HUNTER OR APPROVED EQUALB. HEADS OF A PARTICULAR TYPE AND FOR A PARTICULAR FUNCTION

SYSTEM SHAa BE OF THE SAME MANUFACTURER UNLESS OTHERWISE SHOWN,THE

IR-05

I

1 1 ±21

VRL110.7 STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH ALL LOCAL

ORDINANCES. THE OWNER SHALL ENGAGE AN EXPERIENCED. QUALIFIED

INSPECTION AGENCY, SUBJECT TO THE REVIEW OF THE ARCHITECT. TO

PERFORM ALL INSPECTION WORK, AS REQUIRED,

GENERAL NOTES CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON

COMPACTED SUBGRADE SOILS OR PROPERLY COMPACTED FILL.

200.6

Architects, Inc100. DESIGN CRITERIA 200.7 PROVIDE FLEXIBLE SHEET MEMBRANE VAPOR RETARDER BETWEEN THE

CONCRETE FLOOR SLAB AND THE COMPACTED BEARING SOILS WHERE

NOTED ON DRAWINGS. VAPOR RETARDER SHALL BE IN ACCORDANCE WITH

ASTM E1745, CLASS A. INSTALL VAPOR RETARDER PER ASTM E1643. LAP

JOINTS 6 INCHES AND SEAL WITH RECOMMENDED ADHESIVE TAPE.

rAACOOl

110.8 STRUCTURAL WORK SHALL BE TESTED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE GENERAL NOTES. THE OWNERSHALL ENGAGE AN

EXPERIENCED. QUALIFIED TESTING AGENCY. SUBJECT TO THE REVIEW OF

THE ARCHITECT, TO PERFORM ALL TESTING WORK. AS REQUIRED.

100.1 DESIGN BUILDING CODE:

T|904)72Ma»5A. FLORIDA BUILDING CODE, SEVENTH EDITION (2020)

210.1 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE TO

BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS ARE TO BEAR

SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY. ALL EXTERIOR

FOUNDATIONS SHALL BEAR A MINIMUM OF 18‘ BELOW FINISHED GRADE.

100.2 GRAVITY LOADS:

DD 120. SHOP DRAWINGS AND DELEGATED DESIGN SUBMITTALSA. FLOOR LIVE LOADS:

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY

ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP

DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

120.1.60 PSFj

1, SPECIAL

2. STAIRS_ 210.2 THE CONTRACTOR SHALL RETAIN THE SERVICES OF THE GEOTECHNICAL

ENGINEER OF RECORD TO PERFORM ALL IN-SITU TESTING REQUIRED FOR

THE GEOTECHNICAL ENGINEER TO VERIFY THAT THE MATERIAL ON WHICH

THE FOUNDATIONS BEAR HAS AT LEASTTHE ABOVE NOTED CAPACITY. THE

GEOTECHNICAL ENGINEER SHALL OBSERVE AND MONITOR ALL SITE

PREPARATION, EXCAVATION. AND COMPACTION OPERATIONS.

ooPSF

ROOF LIVE LOADS;

FABRICATED STRUCTURAL STEEL (FOR EMBED BOXES AND BEAM /

COLUMN CONNECTION)REINFORCING STEEL FOR CONCRETE

CONCRETE MIX DESIGN

CONCRETE AND/OR MASONRY POST-INSTALLED ANCHORS

PREFABRICATED WOOD TRUSSES INCLUDING COLD FORMED STEEL

FABRICATIONS UTILIZED IN TRUSS-TO-FRAME CONNECTIONS.

COLD FORMED STEEL FABRICATIONS UTILIZED IN WOOD-TO-WOOD

CONNECTIONS.

A.1. PITCHED ROOF. .20 PSF

C. HANDRAIL AND GUARD LOADS:

IC.

0. 300. RFINFOROED CONCRETE1. UNIFORM LOAD (ANY DIRECTION)2. CONCENTRATED LOAD (ANY DIRECTION).

SO PLF

[200 LB. E.

ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE

•BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-14)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301. LATEST

EDITION) OF THE AMERICAN CONCRETE INSTITUTE.

300.1F.100.3 U\TERAL LOADS:

■5SHELTER WIND LOADS (IN ACCORDANCE WITH ASCE 7-10):A,

1 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE

INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED.SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBERSIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED: MATERIALPREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BEFURNISHED: INFORMATION REGARDING CUTS. COPES, AND HOLESREQUIRED FOR OTHER TRADES: END CONNECTIONS; CAMBER AND OTHERDEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATIONPROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION.

120,2

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult = 124 MPHNOMINAL DESIGN WIND SPEED (3 SECOND GUST). Vasd = 96 MPHRISK CATEGORY = 11EXPOSURE CATEGORY = CENCLOSURE CLASSIFICATION = OPEN

INTERNAL PRESSURE COEFFICIENT (GCpI) = ♦/- 0.00COMPONENTS AND CLADDING PRESSURES: +/- 49 PSF

300.2 MINIMUM DESIGN COMPRESSION STRENGTH (fc) REQUIRED AT 28 DAYS:1.2.

1 3. A. FOUNDATIONS AND SLABS ON GRADE. .4000 PSI

1.4.

MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO;5. 300.3

6.CA. FOUNDATIONS AND SLABS ON GRADE.7.

I RANGE MASTER WIND LOADS (IN ACCORDANCE WITH ASCE 7-10): ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (MINIMUM 144 PCF)WITH ALL PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE I, II OR I/ll.MAXIMUM NOMINAL COARSE AGGREGATE SIZE SHALL BE 1-1/2‘ FOR

FOUNDATIONS AND 3/4" FOR SLABS, CONFORMING TO ASTM C33.

300.4

I120.3 THE CONTRACTOR SHALL DESIGN AND SUBMIT CALCULATIONS. SIGNED AND

SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE

STATE OF FLORIDA, FOR ALL DELEGATED DESIGN COMPONENTS. DESIGN OFTHESE COMPONENTS SHALL MEET ALL RELEVANT REQUIREMENTS OF THE

APPLICABLE DESIGN BUILDING CODES. DELEGATED DESIGN COMPONENTS

INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult = 124 MPHNOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd = 96 MPHRISK CATEGORY = 11EXPOSURE CATEGORY = C

ENCLOSURE CLASSIFICATION = PARTIALLY ENCLOSEDINTERNAL PRESSURE COEFFICIENT (GCpI) - +/- 0.55COMPONENTS AND CLADDING PRESSURES; SEE "COMPONENTSAND CLADDING WIND LOADS" TABLE, AND "COMPONENTS ANDCLADDING WIND PRESSURE DIAGRAM"

1.2.

DESIGN

DOCUMENTS3.

300.5 THE CONTRACTOR SHALL BE PERMITTED TO FURNISH CONCRETE MIXES

UTILIZING PORTLAND CEMENT SUPPLEMENTED WITH FLY ASH. NATURALPOZZOLAN, SLAG CEMENT AND/OR Sll ICA FUMF CONFORMING TO THESPECIFICATION REQUIREMENTS OF TABLE 26.4.1.1.1 (a) IN ACI 318.

4.

6.A. PREFABRICATED WOOD TRUSSES INCLUDING COLD FORMED STEEL

FABRICATIONS UTILIZED IN TRUSS-TO-FRAME CONNECTIONS.7.

300.6 MIXING WATER SHALL CONFORM TO ASTM C1602.THE CONTRACTOR SHALL SUBMIT ELECTRONIC OR PRINTED COPIES OF

SHOP DRAWINGS (ELECTRONIC COPIES ARE PREFERRED), COPIES SHALL BESUBMITTED TO ATLANTIC ENGINEERING SERVICES IN PDF FILE FORMAT,WITH ONE (1) ELECTRONIC FILE PER SUBMISSION. ATLANTIC ENGINEERINGSERVICES WILL REVIEW. ANNOTATE, AND RETURN ONE (1) FILE TO THEARCHITECT FOR THEIR REVIEW AND DISTRIBUTION TO THE CONTRACTOR.

120.4

300.7 ADMIXTURES SHALL CONFORM TO THE REQUIREMENTS OF SECTION26.4.1.4.1 OF ACI 318.

C. RESTROOM WIND LOADS (IN ACCORDANCE WITH ASCE 7-10):

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vull = 124 MPHNOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vasd = 96 MPHRISK CATEGORY = IIEXPOSURE CATEGORY = CENCLOSURE CLASSIFICATION = ENCLOSED

INTERNAL PRESSURE COEFFICIENT (GCpI) = +/-0.18COMPONENTS AND CLADDING PRESSURES: SEE "COMPONENTSAND CLADDING WIND LOADS" TABLE, AND "COMPONENTS ANDCLADDING WIND PRESSURE DIAGRAM"

1.300.8 ADMIXTURES SHALL NOT CONTAIN CALCIUM CHLORIDE OR

CHLORIDE-CONTAINING COMPOUNDS AS A FUNCTIONAL INGREDIENT.2.3.4.

I 120.5 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THISPROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR

GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE

CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DONOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACTDOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HISWORK IN A SAFE AND SATISFACTORY MANNER.

300.9 LIMIT WATER SOLUBLE CHLORIDE ION CONTENT IN CONCRETE FROM ALLSOURCES TO 0.30 PERCENT BY WEIGHT OF CEMENT.

5.LU6.

I 7.300.10 AIR ENTRAINMENT OF CONCRETE AS DELIVERED SHALL BE NO GREATER

THAN 3 PERCENT. IB

I o300.11 REINFORCEMENT

110, GENERAL

iASTMA615,A. DEFORMED BARSGRADE 60

B. WELDED WIRE REINFORCING200. FOUNDATIONS AND SITE PREPARATIONTHESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC

ENGINEERING SERVICES CAOD SYSTEM. ANY OTHER LETTERING. LINES ORSYMBOLS. OTHER THAN HHUFbSSIONAL STAMPS AND SIGNATURES, HAVEBEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERINGSERVICES AND ARE INVALID.

110.1ASTMA1064

§FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILS OR

PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY OF

2,000 PSF. THE CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICALENGINEER TO PERFORM SUBSURFACE SOIL INVESTIGATION, PROVIDE ASIGNED AND SEALED REPORT THAT INCLUDES FOUNDATION DESIGNCRITERIA AND SITE PREPARATION, EXCAVATION. AND COMPACTIONPROCEDURES, AND VERIFY THE BEARING SOILS HAVE AT LEAST THE ABOVENOTED CAPACITY.

200.-

ICOVER FOR CAST-IN-PLACE CONCRETE REINF., UNLESS OTHERWISE SHOVl/NON DRAWINGS. SHALL BE AS FOLLOWS (REFER TO ACI 117 FOR ALLOWABLECONSTRUCTION TOLERANCES):

S.300,123

ICOTHE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL

STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE, THE ARCHITECTURALDRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS.

110.2lUA. FOU

B. SLABS CAST AGAINST EARTH,1 cc

sI £SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS FOLLOWS:300.13DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONSINDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION ANDEXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOTFURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A REQUESTFOR INFORMATION TO OBTAIN THE DIMENSION.

110.3200.2 SITE PREPARATION, EXCAVATION, AND COMPACTION PROCEDURES SHALL

CONFORM TO THE INSTRUCTIONS AND FIELD DIRECTIONS BY THEGEOTECHNICAL ENGINEER OF RECORD.

IA. WELDED WIRE REINFORCINGALL OTHERSTENSION, CASE "1" MINIMUM, UNO II

if 200.3 PRIOR TO PROCEEDING WITH CONSTRUCTION, THE GEOTECHNICALENGINEER OF RECORD SHALL REVIEW THE CONSTRUCTION DOCUMENTS

AND VERIFY THE REQUIREMENTS AND RECOMMENDATIONS IN THEIRREPORT HAVE BEEN PROPERLY INTERPRETED AND IMPLEMENTED.

CLA.SS "B", CASE "1" TENSION SPLICES IN INCHES, SHALL BE AS FOLLOWS:300.14UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF STRUCTURALCOMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS.

110.4 §3000 PSI

TOP BARS ALL OTHERS4000 PSI

TOP BARS ALL OTHERSSIZE

#3 («10)• («13)

#5 (F16)#6 (FIS)

THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL EQUIPMENTUNITS, ETC., TO THE STRUCTURAL ELEMENTS SHALL BE SUBJECT TO THEENGINEER'S REVIEW AND APPROVAL.

110.5AA THE CONTRACTOR SHALL MONITOR GROUND WATER CONDITIONS AT THE

SITE AND TAKE THE NECESSARY PRECAUTIONS TO ENSURE THAT THE

FOUNDATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PROVIDEFOR DEWATERING AS NECESSARY.

28 22 24 19200.437 29 32 2547 36 40 31

3756 43 48UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS SUPPORTINGMECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED FOR THE VIBRATIONAL

EFFECTS OF THE EQUIPMENT. THE CONTRACTOR SHALL PROVIDEVIBRATION ISOLATORS FOR ANY MECHANICAL EQUIPMENT MOUNTED TOTHE STRUCTURE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'SRECOMMENDATIONS.

110.6

THE CONTRACTOR SHALL PROTECT AND/OR RELOCATE ALL UNDERGROUNDUTILITIES, CONDUITS. IRRIGATION PIPES. STORMWATER PIPES, ELECTRICALLINES. ETC. WITHIN THE CONSTRUCTION AREA, INCLUDING THOSECONFIRMED TO BE ABANDONED, THE CONTRACTOR SHALL REPAIR ORREPLACE ANY DAMAGED UNDERGROUND UTILITY SERVICE OR STRUCTURE.

300,15 SPLICES IN TOP REINFORCEMENT SHALL BE LOCATED AT MIDSPAN AND

SPLICES IN BOTTOM REINFORCEMENT SHALL BE LOCATED OVER SUPPORTS,UNLESS NOTED OTHERWISE.

200.5

S-001TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "B" TENSION SPLICE OR

HOOK AT DISCONTINUOUS END.

300.16

T3T 4 52130 SEPT. 2019

L

iii i i 11 2 4

VRL300.17 ALt. REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD

ACCESSORIES DURING PLACEMENT OF CONCRETE. REINFORCING

SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE GALVANIZED WITH

PLASTIC COATED FEET. ALL WELDED WIRE REINFORCING SHALL BE

CHAIRED.

610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC,, SHALL BE ASTM A36.

CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS

METALS FOR REVIEW BY STRUCTURAL ENGINEER.

610.18 ALL WOOD JOIST OH HEADERS ENDS WHICH FRAME INTO BEAMS SHALL BE

HUNG WITH THE FOLLOWING JOISTS HANGERS, AS MANUFACTURED BY

SIMPSON STRONG-TIE COMPANY, INC., OR WITH APPROVED SUBSTITUTES

WITH THE FOLLOWING WORKING LOAD CAPACITIES, Architects. Inc,■ AAC001

610.5 ALL BOLTS SHALL BE 3/4’ DIAMETER ASTM A307 UNLESS NOTED OTHERWISE

WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. JOIST SIMPSON

HANGER

■toftvlo.LOAD ^CAPAcrnALL TIES/STIRRUPS SHALL HAVE 135 DEGREE BENDS UNLESS OTHERWISE

APPROVED BY ENGINEER.

300.18 SIZE T (904) 72Me96www.vrtarchllaaaxnn610.6 EXTERIOR STUD WALLS SHALL BE CONTINUOUSLY BRIDGED AT MID-HEIGHT

WITH WOOD BLOCKING. 2X6 U26 705 LBS.705 LBS.

1,175 LBS.1,175 LBS.990 LBS.

1,303 LBS.1,666 LBS.2,016 LBS

300.19 CONTRACTION JOINTS FOR SLABS-ON-GRADE SHALL BE SPACED ASINDICATED ON THE SLAB PLAN OR NO MORE THAN IZ’-O' ON CENTER WHENNOT INDICATED ON DRAWINGS. PANELS FORMED BY JOINTS OR SLAB EDGESSHALL BE AS SQUARE AS POSSIBLE WITH A LENGTH-TO-WIDTH RATIO NOTTO EXCEED 1.5.

2X8 U26ALL CONTINUOUS WOOD POSTS AND/OR COLUMNS SHALL HAVE BLOCKINGINSTALLED WITHIN THE DEPTH OF THE FLOOR FRAMING AS REQUIRED TOPROVIDE LOAD CONTINUITY BETWEEN FLOOR LEVELS.

610.7 2X10 U210U210HU26-2

HU28-2HU210-2

HU212-2

DD2X122-2X6

2-2X82-2X10

2-2X12

PROVIDE CONTINUOUS DOUBLE 2X TOP PLATE TYPICAL AT ALL WOOD STUDWALLS. SPLICES IN TOP PLATE PLVS SHALL BE MADE OVER STUDS. PROVIDECONTINUOUS SINGLE 2X BOTTOM PLATE AT ALL WOOD STUD WALLS.BOTTOM PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL

BE PRESERVATIVE TREATED UNLESS NOTED OTHERWISE.

300.20 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT ACONCRETE MIX DESIGN PREPARED IN ACCORDANCE WITH ACI 301 TO THESTRUCTURAL ENGINEER FOR REVIEW, 610.19 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE

SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER, THEENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE

CONTRACTOR'S BIO SHALL ANTICIPATE THE USE OF THOSE SPECIFIEDDETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLEFOR THC DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES,

THE CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING

UVBORATORY, SUBJECT TO THE APPROVAL OF THE OWNER, TO SAMPLE ANDTEST CONCRETE AT THE POINT OF PLACEMENT PER ACI 301. A COPY OF THETEST RESULTS SHALL BE PROVIDED TO THE OWNER AND ENGINEER.

TESTING SHALL INCLUDE AT LEAST THE FOLLOWING:

300,21610.9 ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTER LINE OF JOIST

SPAN OR AS INDICATED ON THE DRAWINGS.

610.10 ALL LUMBER NOTED ON THE DRAWINGS AS PRESSURE TREATED OR -PT

SHALL BE PRESERVATIVE TREATED TO AWPA STANDARDS AND INACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND TTW-536. ALLTREATED WOOD PRODUCTS SHALL BE HANDLED AND FIELD FABRICATED INACCORDANCE WITH AWPA STANDARDS FOR THE CARE OF PRESERVATIVETREATED WOOD PRODUCTS. SEAL OR FIELD TREAT ALL CUT ENDS AND BOLT

HOLES OF PRESERVATIVE TREATED LUMBER AND DECKING PER AWPA M4.

ALL STRUCTURAL LUMBER. INCLUDING DECKING, SHALL BE CONTINUOUS.SPLICES SHALL NOT BE PERMITTED UNLESS SPECIFICALLY INDICATED ON

THE CONSTRUCTION DOCUMENTS OR APPROVED BY THE ENGINEER.

610.20RECORD THE TEMPERATURE AND PERFORM ONE SLUMP TEST PERASTM C 143 FOR EACH 10 CY OF CONCRETE PLACED.

A.

c

CAST AND LABORATORY CURE SIX (6) CONCRETE COMPRESSIVESTRENGTH TEST CYLINDERS IN ACCORDANCE WITH ASTM C 31 FOREACH 60 CY OF EACH CLASS OF CONCRETE OR FRACTION THEREOFPLACED PER DAY. TEST (IN ACCORDANCE WITH ASTM C 39) TWO (2)CYLINDERS AT 7 DAYS, TWO (2) CYLINDERS AT 28 DAYS AND RETAINTWO (2) CYLINDERS FOR TESTING AT SG DAYS IN THE EVENT THE 28 DAYCYLINDERS DO NOT MEET THE SPECIFIED CONCRETE COMPRESSIVESTRENGTH.

620. WOOD SHEATHING

FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH ACERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPANRATING REQUIREMENTS. THE CENTER-TO-CENTER SPACING IN INCHESSHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS.INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE

RECOMMENDATIONS OF THE APA.

620.1610.11 ALL LUMBER NOTED ON THE DRAWINGS AS PRESSURE TREATED OR 'PV

SHALL BE PRESERVATIVE TREATED WITH EITHER COPPER AZOLE (CA) ORALKALINE COPPER QUATERNARY (ACQ). ALTERNATE PRESERVATIVETREATMENTS ARE NOT ACCEPTABLE WITHOUT APPROVAL BY THE

ENGINEER. THE USE OF MICRONIZED COPPER QUAT (MCQ), ANDMICRONIZED COPPER AZOLE (MCA) IS PROHIBITED.

E

I C Ci

PANELS SHALL COMPLY WITH USDOC PS-1 OR PS-2 AND APA PRP-108 ANDSHALL MEET THE FOLLOWING REQUIREMENTS:STRUCTURAL STEEL 610.12 ALL 'PARALLAM PLUS PSL' LUMBER SHALL CONFORM TO THE MOST

CURRENT SPECIFICATION OF THE AMERICAN PLYWOOD ASSOCIATION WITHAT LEAST THE FOLLOWING MINIMUM DESIGN STRESSES:

510.1I GRADE OF STEEL. .ASTM A36510.1 WALL SHEATHING; DESIGN

DOCUMENTS<= BEAM ORIENTATION:510,2 GALVANIZED STRUCTURAL STEEL 1.M1N. THICKNESS a 1/2-2. BOND CLASSIFICATION = EXPOSURE 13. GRADE =4. SPAN RATING = AS REQUIRED TO SUIT STUD SPACING

RATED SHEATHING

5s Fb (BENDING)

Fv (SHEAR)1.800 PS I197 PSl

'l ,460,000 PSl

ASTMA123

.ASTM F2329A.A. STRUCTURAL SHAPES AND RODS

B. BOLTS, FASTENERS AND HARDWARE.PKASCI

. neviiW 1C. E.D. Fc (COMPRESSION

PARALLEL TO GRAIN)Fc (COMPRESSIONPERPENDICUUR TO GRAIN)FI (TENSION)

rsET D6J»fi.2021510.3 ALL BOLTS SHALL BE ASTM A07. 3/4' DIAMETER MINIMUM, UNLESSOTHERWISE NOTED,

ROOF SHEATHING:.1,500 PSl5 E. 1.MIN.THICKNESS = 5/8*

2. BOND CLASSIFICATION = EXPOSURE 1

3. GRADE = APA RATED SHEATHING4. SPAN RATING =» 24/0

5336 PSl

.1.400 PSlALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDINGCODE. AWS D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY.ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX

FOR SUBMERGED ARC WELDING.

510.4F.

iCOLUMN ORIENTATION;3

15 620.3 ALL ROOF PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLYEXPOSED TO THE WEATHER SHALL BE CLASSED EXTERIOR. EXCEPT OPENSOFFITS OR ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BEGUESSED EXPOSURE 1.

A. Fb (BENDING)Fv (SHEAR)

1,400 PSl120 PSl

.1.224,000 PSl

510.5 ALL HEADED SHEAR STUDS SHALL CONFORM TO ASTM A 108, GRADE 1015OR 1020. COLD FINISHED CARBON STEEL.a LU

QC. ED. Fc (COMPRESSION

PARALLEL TO GRAIN)Fc (COMPRESSIONPERPENDICULAR TO GRAIN)FI (TENSION) I

ALL STRUCTURAL STEEL WORK. EXCEPT MEMBERS TO BE GALVANIZED.SHALL BE SHOP PAINTED WITH THE FABRICATORS STANDARD PRIMERAPPLIED TO A THICKNESS OF 1 MIL ON STEEL THAT HAS BEEN PREPARED IN

ACCORDANCE WITH SSPC-SP2. ADDITIONAL AREAS SHALL BE FIELD PAINTEDAFTER WELDING.

510.6SV)

1.1,300 PSlE B 620.4 ALL WALL PANELS SHALL HAVE THE END JOINTS LOCATED OVER

SUPPORTS.oHE.

o Q. d

«CL

i196 PSl

j,200 PSl(/)

-a F. WALL PANELS WHICH ARE INSTALLED IN MULTIPLE COURSES (ROWS) SHALLHAVE VERTICAL PANEL JOINTS STAGGERED ONE HALF THE PANEL LENGTHAND SHALL HAVE THE FREE EDGES OF THE PANELS BLOCKED BETWEEN

THE STUDS WITH 2X4 BLOCKING INSTALLED WITH THE BROAD FACEAGAINST THE FACE OF THE PANEL, PROVIDE l/S’ SPACE AT PANEL ENOS

AND EDGES.

620.5 Q

ALL MEMBERS SHOWN ON PLAN WITH DESIGNATION -PSL’ SHALL BE

PARALLAM PLUS PSL MEMBERS, ALL PARALLAM STRUCTURAL LUMBER

SHALL BC AWPA RATCO, USE CATEGORY UC33 AND SERVICE LEVEL 2. ALLADHESIVES SHALL COMPLY WITH ANSI/AITC A190.1 "WET-USE" TYPE.

ALL EXTERIOR STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED INACCORDANCE WITH THE GENERAL NOTES. CLEAN AREAS WHEREGALVANIZING IS DAMAGED OR MISSING AND REPAIR GALVANIZING TO

COMPLY WITH ASTM A780.

610.13 CQ<510.7

o8^ a:

28UJ ^xoCO z

o

1 610.14 PROVIDE END-COAT SEALING TO END AND CROSS CUTS AFTER CUTTING TOFINAL LENGTH FOR ALL PARALLAM BEAMS.

ALL SHEATHING PANELS SHALL HAVE THE END JOINTS LOCATED OVERSUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF PANEL

LENGTH FROM ADJACENT PANELS.

620.6

s (/)STRUCTURAL LUMBER610.UJ

^8 LU Ctz

? — 610.15 PROVIDE NAILING PATTERN IN COMPLIANCE WITH THE DESIGN BUILDING

CODE'S RECOMMENDED FASTENING SCHEDULE WHEN JOINING TWO OR

MORE FRAMING MEMBERS.

ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH THE■NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" PUBLISHEDBY THE AMERICAN WOOD COUNCIL (ANSI/AW CNDS-2015).

610.1o

.£ 620.7 ALL SHEATHING PANELS SHALL BE NAILED WITH 8cl SPIRAL OR RING SHANK

NAILS AT 6" OC. SHEATHING SHALL BE NAILED AT ALL ENDS AND

INTERMEDIATE SUPPORTS. EDGES SHALL BE NAILED WHERE SUPPORTED.

LJJ rvX UJ2< ^PROVIDE DOUBLE JOISTS OR SOLID BLOCKING AT 24" ON CENTER UNDER

ALL PARTITIONS.610.16 CO610.2 ALL STRUCTURAL LUMBER UNO. SHALL BE AS A MINIMUM NO. 2 GRADE

SOUTHERN PINE AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM

ALLOWABLE DESIGN STRESSES (NOT INCORPORATING THE SIZEADJUSTMENT FACTOR (CF)) AND MODULUS OF ELASTICITY AT A MAXIMUMMOISTURE CONTENT OF 19%:

COs ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT

REQUIREMENTS OF NM519 FOR FULLY-WIND-RESISTIVE ROOF ASSEMBLIESCOMPLYING WITH UL CLASS 90 CUSSIFICATION,

620.8S <o

610.17 ALL WOOD JOISTS BEARING ENDS SHALL BE ANCHORED TO SUPPORT IN

WOOD FRAMING WITH A TYPE A34 FRAMING ANCHOR, AS MANUFACTUREDBY SIMPSON STRONG-TIE COMPANY, INC.

UJCQ€ (D§

s750 PSl

'l75 PSl1,250 PSl450 PSl

1,400,000 PSl

A, Fb.(BENDING)B. Fv.(SHEAR)C. Fc.(COMPRESSION)D. Ft,(TENS10N) ^E. E

A

VRL PROJECT NO;

610.3 ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD LUMBERSTANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES

CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY-MARK EACH PIECEOF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCINGCOMPLIANCE WITH GRADING RULE REQUIREMENTS.

DRAWN I

CHCCKCD BY; CSS

S-002i AES55 OCnwrlgui AES 2019 9HEEI

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VRLArchitects, Inc635. WOOD TRUSSES

635.11 THE WOOD TRUSS MANUFACTURER SHALL REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS FOR COORDINATION OF MECHANICAL/ ELECTRICAL

UNITS AND SPECIAL CONCENTRATED LOADS SUPPORTED BY THE WOOD

TRUSSES NOT INDICATED ON THE STRUCTURAL DRAWINGS.

• WC001735

U49 Palm Avenue635.1 WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT APPLICABLE

EDITION OF THE DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE

CONNECTED WOOD ROOF TRUSSES. OF THETRUSS PLATE INSTITUTE. INC.

AND THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER

AND ITS FASTENING. OF THE NATIONAL FOREST PRODUCTS ASSOCIATION.

T|9M)

635.12 WHERE MECHANICAL / ELECTRICAL LOADS ARE ATTACHED TO THE WOOD

TRUSSES. ATTACHED LOADS SHALL NOT EXCEED THE LOADS INDICATED IN

THE NOTES ABOVE. WHERE THE ACTUAL LOADS EXCEED THE LOADS

INDICATED ABOVE, THE WOOD TRUSS MANUFACTURER SHALL EITHER

PROVIDE ADDITIONAL FRAMING TO DISTRIBUTE THE LOADS TO CONFORM TO

THE LOADS INDICATED OR PROVIDE ADDITIONAL LOCALIZED CAPACITY IN

THE WOOD TRUSS DESIGN TO SUPPORT THE ACTUAL LOADS.

PROJic.T.EN.'^NeeRD D635.2 THE WOOD TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL

CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

LICENSED TO PRACTICE IN THE STATE OF FLORIDA.

.fr636.3 THE DELEGATED TRUSS SYSTEM DOCUMENTS, SIGNED AND SEALED BY THE

TRUSS SYSTEM ENGINEER, SHALL COMPLY WITH ALL REQUIREMENTS

INDICATED AND DEPICTED ON THE CONSTRUCTION DOCUMENTS. THE

DELEGATED TRUSS SYSTEM ENGINEER SHALL BE REQUIRED TO CONTACT

ATLANTIC ENGINEERING SERVICES (AES) TO RESOLVE ANY CONFLICT ORDISCREPANCY WITH THESE REQUIREMENTS. THE TRUSS SYSTEM ENGINEER

SHALL NOT BE PERMITTED TO DEVIATE OR ALTER THE REQUIREMENTS

WITHOUT WRITTEN APPROVAL FROM AES. AES’S REVIEW OF THEDELEGATED TRUSS SYSTEM DOCUMENTS SHALL NOT BE CONSIDERED AS

WRITTEN APPROVAL AND DOES NOT RELIEVE THE DELEGATED TRUSS

SYSTEM ENGINEER OF THEIR RESPONSIBILITY TO COMPLY WITH THE

REQUIREMENTS SPECIFIED ON THE CONSTRUCTION DOCUMENTS.

011^1^ . STATt Of .

. >>■' JWHERE MULTIPLE PIPING LINES RUN PARALLEL, STAGGER THE PIPESUPPORT HANGERS AS REQUIRED TO COMPLY WITH THE LOADS INDICATEDABOVE.

635.13

RANGE MASTER

WOOD BEAMS, LEDGER, JOISTS, AND GUARDRAILS (EXPOSED), UNO

•5 SOUTHERN YELLOW PINE, NO. 21.

1 635,4 THE WOOD TRUSS MANUFACTURER MAY SUBMIT PROPOSED REVISIONS TOTHE TRUSS LAYOUT PLAN AND TRUSS CONFIGURATIONS TO IMPROVE THECONSTRUCTABILITY OF THE PROJECT OR AS NECESSARY TO ACHIEVE THETRUSS DESIGN CRITERIA. PROPOSED REVISIONS ARE NOT PERMITTEDWITHOUT THE APPROVAL OF ATLANTIC ENGINEERING SERVICES. THEMANUFACTURER SHALL NOT PROCEED WITH TRUSS FABRICATION ORINSTALLTION WITHOUT RECIEPT OF REVISED STRUCTURAL CONSTRUCTIONDOCUMENTS THAT INCORPORATE THE APPROVED MODIFICATIONS

REQUESTED BY THE MANUFACTURER,

2. AWPA USE CATEGORY: 3B (ABOVE GROUND, EXPOSED)

LUMBER SHALL BE TREATED PER AWPA USE CATEGORY 3B WITH EITHERCOPPER AZOLE (CA) OR ALKALINE COPPER QUATERNARY (ACQ).

3.

COMPOSITE DECKING COMPONENTSI c c

COMPOSITE DECKING SHALL BE MANUFACTURED BY LUMBERROCK,ADVANTAGE, OR TREX. ALTERNATE MANUFACTURERS SHALL ONLY BEPERMITTED WITH APPROVAL BY THE ENGINEER AND ARCHITECT

1.

g’ 635.5 THE WOOD TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL

BRACING AT TOP AND BOTTOM CHORDS AS REQUIRED TO STABILIZE THEROOF STRUCTURE DURING AND AFTER CONSTRUCTION, IN ADDITION TO THEBRACING INDICATED ON THE STRUCTURAL DRAWINGS,

1II

2. DECKING SHALL BE 1' X 6- NOMINAL DESIGN

DOCUMENTSNOTCH DECKING AS REQUIRED AT GUARDRAIL POSTS,3.3 635.6 ERECTION SHALL BE IN ACCORDANCE WITH TRUSS PUTE INSTITUTE

RECOMMENDATIONS.INSTALL DECKING IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS WITH TYPE 316STAINLESS STEEL FASTENERS,

635,7 WOOD ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS

INDICATED BELOW AT THE SPACING INDICATED ON THE DRAWINGS.. REVliW

•SET .2021

1 5. DECK FASTENERS SHALL BE TYPE 316 STAINLESS STEEL SQUARE DRIVE

#10 SCREWS WITH A MINIMUM 2' PENETRATION INTO JOISTS. ATTACH EACHDECK BOARD WITH 2 SCREWS TO EACH JOIST. SCREWS SHALL BE

ALLIGNED, UNIFORMLY SPACED, AND SET FLUSH TO ALLOW FOR ASMOOTH WOOD SURFACE. DON'T OVERDRIVE FASTENERS.

A. DEAD LOADS:S

UNIFORM TOP CHORD

DEAD LOADUNIFORM BOTTOM CHORD

1.

15PSF2.

o5PSF

(0 DECK BOARDS SHALL BE INSTALLED WITH A 1/4' GAP BETWEEN PARALLELHOARDS AT BALCONY ONLY. INSTALL TIGHT OTHERWISE.

£ 3. BOTTOM CHORD CONCENTRATEDLOAD AT ANY LOCATIONON BOTTOM CHORD

oLU

_150 LBS. 7. DECKING OVERHANG SHOULD NOT EXCEED 1 1/2 INCHES..£

B. LIVE LOADS = SEE DESIGN CRITERIA GENERAL NOTES CO<B

I-C. LATERAL LOADS = SEE DESIGN CRITERIA GENERAL NOTES O Q. COQ1±- X

O635.8 THE DEFLECTION OF THE FLOOR AND ROOF TRUSSES UNDER THE

INDICATED LOADS AND AT THE SPAN AND SPACINGS SHOWN ON THECONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRITERIA;

LU zco<CO

D.

o8oA. ROOF TRUSSES; THE DEFLECTION DUE TO THE TOTAL ROOF LOAD

SHALL NOT EXCEED THE SPAN LENGTH/240. THE DEFLECTION DUE TOTHE ROOF LIVE/SNOW LOAD SHALL NOT EXCEED THE SPAN LENGTH/360.DETERMINATION OF THE DEAD LOAD DEFLECTION SHALL UTILIZE A TIME

DEPENDENT DEFORMATION (CREEP) FACTOR OF 2.0.

goxoW z

(T1(/)

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635.9 NO SPLICES IN WEBS. CHORDS, OR OTHER LOAD CARRYING MEMBERS MAYBE MADE WITHOUT REVIEW AND APPROVAL ON THE FINAL TRUSS SHOP

DRAWINGS WHICH INCLUDE SPECIFIC LOCATIONS AND DETAILS FOR ANY

SUCH SPLICE(S).

S o LU ccO (D LU

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B 635.10 TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH■RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY BRACING OF

METAL PLATE CONNECTED WOOD TRUSSES' (DSB-89) AND 'COMMENTARYAND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METALPLATE CONNECTED WOOD TRUSSES' (HIB-91). INSTALL ALL WEB BRACINGREQUIRED BY THE TRUSS DESIGNER. TEMPORARY BOTTOM CHORD WEBBRACING SHALL REMAIN PERMANENTLY IN PLACE, THE BOTTOM CHORDBRACING SHALL NOT EXCEED 10' FOR TRUSSES WHERE NO SHEATHING ISATTACHED TO THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER.

PROVIDE 2X4 LATERAL BRACING AT 36' ON CENTER UNDER PIGGYBACK

TRUSSES. AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2X4 DIAGONALAT 20' MAX NAILED TO WEBS FROM ROOF TO BOTTOM CHORD. ALL BRACINGSHALL BE NAILED WITH 2-16D NAILS TO TRUSSES.

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SCALE: 1/2-= r-0-

101 T <904)725-3m»www.vrtafCWinclii.com.S-201, 1. REFERENCE FINISH FLOOR ELEVATION = 0’-0‘. COORDINATE FLOOR

ELEVATIONS, SLOPES. AND RECESSES WITH ARCHITECTURAL AND CIVIL

DRAWINGS.SW-1

D2. SI - DENOTES 4- CONCRETE SLAB ON GRADE REINFORCED WITH 6X0.W1.4XW1.4

WWR ON VAPOR RETARDER ON COMPACTED FILL VERIFY LOCATION OF

CONSTRUCTION/CONTRACTION JOINTS WITH ARCHITECT.

1013. STEP FOOTINGS BELOW WATER AND SANITARY PIPES.

^S-2014. EXTERIOR LOAD SEARING WALLS SHALL BE 2X4 STUDS AT 16' OC . SEE TYPICAL

STUD WALL ELEVATION ON S.502 FOR TYPICAL CONSTRUCTION REQUIREMENTS.

it SI?

!5. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH, AND LOCATION OF WOOD

STUD WALLS AND WALL OPENINGS. SEE ARCHITECTURAL DRAWINGS FORTRUSS BEARING ELEVATION.

J101

.S-20T

PROVIDE A MINIMUM OF (4) STUD POSTS AT THE CORNERS AND INTERSECTIONSOF ALL LOAD BEARING STUD WALLS. AT CHANGES IN TOP PLATE ELEVATION,

FASTEN LOWER WALL STUD TO CORNER POST WITH (2) #10 X 3* SCREWS AT 16‘o

’0 G

1o.c.

71

7, SW-# DENOTES WOOD SHEAR WALL. SEE TYPICAL SHEAR WALL ELEVATION AND

SCHEDULE ON 5-503.t:1 LOUVER,SEE ARCH

•LOUVER,SEE ARCH

OF SLAB.sy^

ALL METAL CONNECTORS AND FASTENERS THAT ARE IN CONTACT WITH

PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR HOT-DIPPED

GALVANIZED. CONTRACTOR SHALL VERIFY COATING REQUIREMENTS AND

COMPATIBILITY WITH TREATED WOOD AND METAL CONNECTOR

MANUFACTURERS.

103 102

.S-201, c

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!EXTERIOR FACE OF STUD FRAMING SHALL BE 5/8" FROM EDGE OF SLAB

TYPICAL, UNO. DIMENSIONS ARE TO EDGE OF SLAB.jeyoL

DESIGN

DOCUMENTS

101

•NOTES

Vy/.

I 101101

I r^5-201

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ROOF PLAN

f!RIDGE SCALE: 1/2" = 1‘-0'

iREFERENCE GENERAL NOTES FOR SHEATHING ATTACHMENT AND

KfcUUIKtMhNTS.7

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IPROVIDE 2X6 MINIMUM BLOCKING AT ALL RIDGES. HIPS, VALLEYS, EAVES, AND

UNSUPPORTED PLYWOOD PANEL EDGES.

2.I

[33. TRUSS MANUFACTURER SHALL PROVIDE ALL BRIDGING AND BLOCKING

REQUIRED TO STABILIZE THE TRUSSES.1- q:

f sALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED

WOOD SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED.

CONTRACTOR SHALL VERIFY COATING REQUIREMENTS AND COMPATIBILITY

WITH TREATED WOOD AND METAL CONNECTOR MANUFACTURER.

II

Is

i 5. SEE WOOD HEADER SCHEDULE ON S-603.

• DENOTES TYPICAL SHEAR PANEL BLOCKING. SEE TYPICAL DETAIL ON

S-503.

§I 6.

•PRE-EN61NEEREDWOOD

TRUSSES AT 24" OC

i-103 102

A.S-201. .S-201.

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3-O)PLli.s STEP FOOTINGS BELOW WATER AND SANITARY PIPES.3.

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<oALL METAL CONNECTORS AND FASTENERS THAT ARE IN CONTACT WITHPRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR HOT-DIPPEDGALVANIZED, CONTRACTOR SHALL VERIFY COATING REQUIREMENTS ANDCOMPATIBILITY WITH TREATED WOOD AND METAL CONNECTORMANUFACTURERS.

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X §TRUS JOIST PARALLAM PLUS PSL USE CATEGORY UC38 AND SERVICE LEVEL 2.5.25' X 11.875" BEAM BY WEYERHAEUSER COMPANY. ALTERNATE CAN BESUBMITTED TO EOR FOR REVIEW AND APPROVAL.

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(4)10d NAILS EACH END.

(2>12d NAILS THRULOWER PLATE INTO

EACH STUD

5. FOR MULTI-PLY TRUSSES WITH AN UPLIFT REACTION LESS THAN 4000 LBS,.PROVIDE SIMPSON MGTTIEDOWN.

H

m

£FOR MUILTI-PLY TRUSSES WITH AN UPLIFT REACTION GREATER THAN 4000

LBS, PROVIDE SIMPSON HGTTIEDOWN.•NOTE TO GENERAL CONTRACTOR:

WHERE THE CEILING IS NOT TO BE ATTACHED DIRECTLY TO THE

UNDERSIDE OF THE TRUSSES, THE TRUSSES SHALL BE LATERALLY

BRACED WITH CONTINUOUS 1* X 4* MEMBERS NAILED TO THE UPPER

SIDE OF THE BOTTOM CHORD AT A MAXIMUM OF 6’-0" ON CENTER WITH

TWO(2)-16D COMMON NAILS AT EACH INTERSECTION. THIS LATERAL

BRACING SHALL BE RESTRAINED AT EACH END AND AT 20'-O‘.

PROVIDE (2) STUDS WHENSPLICE IS IN LOWER

PLATE TYPICALAA

7. UPLIFT CONNECTOR DESIGN AND DETAILS BASED ON SIMPSON STRONG-TIE

PRODUCTS. SUBSTITUTIONS MAY BE ACCEPTED ONLY AFTER APPROVAL BY

THE ENGINEER.BOTTOM PLATE TOP PLATE

CONTINUOUS

SPLICES IN BOTH PLATES SHALL

OCCURS OVER A STUD TYPICALVRL PROJECT NO:

CONTINUOUSDRAWNI

5- CHECKED BY:

TYPICAL BRIDGING DETAIL TYPICAL TOP PLATE SPLICE

S-502(RESTROOM)AES€

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ROOF FRAMING NOT SHOWN FOR CLARITY »AAC00173S

1M9Pakn Ay<^>xx^

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PRE-ENGINEEREO WOOD TRUSSES T (904) 723-3eg!>

PLYWOOD SHEATHING

WALL CHORD

SEESCHEOUL

2X STUDS AT

r-4' OCATTACH PLYWOOD ROOF

SHEATHING TO BLOCKING

AT 3" OC WITH Bd NAILS

2X4 ATTACHED TO

TRUSS WITH SIMPSONA34 EACH END

D

-WALL CHORD

SEE SCHEDULE

• 2X BLOCKING AT

PLYWOOD EDGES (TYP)2X VERTICAL CHORD

INTERMEDIATE

SUPPORT NAILS

AT 6' OC UNO —PROVIDE ATTACHMENT TO ADJACENT

TRUSS TO TRANSFER OVERTURNING

WITH (2)SCREWS

(END NAIL)

1/4' DIAX4 1/2' LONG LAG

OR (3) 16d COMMON NAILS

I,'--.:,/onai•SHEATHING 1/2‘THICKPLYWOOD SEE NOTE 1

¥HOLDDOWN ANCHOR

SEE SCHEDULE

•HOLDDOWN ANCHOR

SEE SCHEDULEWOOD SCREWS

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Bd NAILS AT 6" OC

(1) SIMPSON RBC

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SEE SCHEDULEo EMBEDMENT'L-

SEE SCHEDULE(2) 2XTOPPLATEc

ANCHOR BOLTSEE SCHEDULE

ANCHOR BOLTSEE SCHEDULE

TYPICAL SHEAR PANEL BLOCKING DETAIL "A-A" fRESTROOM)

g

TYPICAL SHEAR WALL ELEVATION 2X BLOCKINGEVERY BAY

2X BLOCKING

c cSCALE; NTS

NOTES:

1. PLYWOOD SHEATHING SHALL BE PLACED WITH FACE GRAINACROSS STUD. SHEATHING ON SINGLE FACE OF WALL UNO.

2. INTERMEDIATE SUPPORT NAIL SIZE TO MATCH NAILS AT EDGES.MAXIMUM SPACING SHALL BE 6' OC

3. EDGE NAILING APPLIES TO ALL PLYWOOD EDGES.

S€

DESIGN

DOCUMENTSISe

(4)8d NAILSEACH END

NOTE 2 PHAStI

S flllAL SFlIiW 1

aSHEAR WALL SCHEDULEsS HOLDDOWNS SHEAR PANEL

BLOCKING SEEPLAN AND DETAIL'

A-A •SIMPSON RBCg WALL EDGE NAIUNG WALL CHORDg ANCHOR WOOD SCREWS TIE DOWN ANCHORE

5TYPICAL EXTENDED BLOCKING DETAIL (RESTROOM)SW-1 8d NAILS AT 6' OC (2)2X4 SIMPSON HDU2-SDS2.5 (6) SOS1/4-DIAX2 1/2* SSTB16

NOTES:SSW-2 8d NAILS AT 6' OC (2) 2X6 SIMPSON HDU4-SDS2.S (10) SOS 1/4-DIAX2 1/2' 5/8" DIA TITEN HD ANCHOR

WITH 6* EMBEDMENT OR5/8" THROUGH BOLT FROM2nd TO 1st FLOOR

1. BLOCKING SHALL BE PROVIDED AT EVERY OTHER ROOF TRUSS BAYEXCEPT FOR LOCATIONS OF SHEAR PANEL BLOCKING . SEE PUN FORLOCATIONS OF SHEAR PANEL BLOCKING.

£W

i B B <8 O O.2. PROVIDE SIMPSON TYPE A34 AT EACH ROOF FRAMING MEMBER

NOTE 11 3. TRUSS / RAFTER CONNECTION NOT SHOWN FOR CURITY.NOTE 2

to COQ.LI.£

WOOD LINTEL SCHEDULE (2X4 WALL) <ISijj

sa lUI SPAN LINTEL BEARING STUDS FULL HEIGHT STUDS SIMPSON STUD TIE EACH END a£ TYPICAL TRUSS/RAFTER BLOCKING Z

<0'4)'<L<4--8- (2) 2X6 (2) 2X4 (2)2X4 LTP4 EACH FACE

2? — oNOTES:1. BLOCKING SHALL BE PROVIDED AT EVERY

ROOF TRUSS BAY. BLOCKING MAY BE ATTACHED TOTOP PUTE WITH SIMPSON A35 OR RBC CLIP.

2. PROVIDE A SIMPSON TYPE A34 AT EACHROOF FRAMING MEMBER.

3. TRUSS/RAFTER CONNECTION NOT SHOWN FOR CURITY.

CL4'-8'<L_<6’-0‘ (2) 2X8 (2) 2X4 (2)2X4 LTP4 EACH FACE.£ O

Z3 liJ< Ur

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WOOD LINTEL SCHEDULE (2X6 WALL)i to

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I0'-0'<L<4'-8" (3)-2X8 (2) 2X6 (2) 2X6 LTP4 EACH FACE

1X6 COMPOSITE DECKINGATTACHED TO EACH JOIST WITH

(2) #10 X 3' SS DECK SCREWSIFOLLOW MANUFACTURER END

TO END GAP REQUIREMENTS - 4'-8'<L<6’-4D- (3)2X10 (2)2X6 (2)2X6 LTP4 EACH FACEA A

PT 2X4 WOOD NAILER WITH

(2) #10X3' SS DECK SCREWSAT 8- OC. MIN (4) SCREWSPER BOARD.

VRL PROJECT NO:

ORAWM I

• PT WOOD JOISTS CHECKUP BY:

£ • Exmuw, SHEET NO:

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© EF-1 TO BE MOUNTED AS HIGH AS POSSIBLE ON WALL.

© SEE ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION,

© SEE ARCHITECTURAL PLANS FOR WALL LOUVER INFORMATION.

^ EF-1

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GENERAL.NOTES

.GENERAL,.yER|.FlCATlQ.N.VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. VERIFY AND PROVIDE DUCTTRANSITIONS TO FURNISHED EQUIPMENT. HELD VERIFY AND COORDINATE ALL DIMENSIONS BEFORE FABRICATION.

.S

•§€ REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIPMENT.

ExuAU.STj^ija

I FANS TO BE WALL MOUNTED AS SHOWN AS HIGH AS POSSIBLE.

PROVIDE FACTORY 5UPPUED WALL ADAPTER FOR FAN MOUNTING.

FAN TO BE INTERLOCKED WITH SPACE SERVING LIGHT SWITCH

FANS TO BE DIRECT DRIVE AND HAVE FACTORY 5UPPUED BACK DRAFT DAMPER AND BIRD SCREEN.

SET FAN TO CFM SCHEDULED.

ITH TIMED OFF DELAY,

's

S

cc

L J

DESIGN

DOCUMENTSMECHANICAL FLOOR PLAN3SCALE;172' 'i'l'-O'

o

ICD ISSUE

i ->

GRILLE/LOUVER SCHEDULEFREE

AREA

ADAPTER

MEQHANICAL LEgENP,SYMBOL MOUNTING MANUF. MODEL CONSTRUCTION SIZEREMARKS

EXHAUST FAN-

PRICE 735D STAINLESS 14x14 N/A ALLEG WAg DESCRIPTIONSYMBOL•GRAVITY BACKDRAFT DAMPER

NOTES: CFM CUBIC FEET PER MINUTE

EXHAUST FANo B LJJ

IDMOUNTED TO INTERIOR WALL

DESIGN BASIS; PRICE OR EQUAL

nXED BLADE 1/2' SPACING

1. EF•EGO < -I

^ X2. CLP EG EXHAUST GRILLE

3. O ■MANUF MANUFACTURERCO

EF-1 LI.NTS NOT TO SCALE§

<g o:REO'O REQUIRED

WAa LOUVER

£o02 omWL 00 CD

O

EXHAUST FAN SCHEDULE ouO

MOTOR MAX.

SONES

CL-JSYMBOL CFM E.S.P. MANUF. MODEL REMARKS ofrt

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150 0.20 2/^ FANTECH 5DDD0B5A AgEF-1

CL 2:<<

COX

NOTE?: <5^ m o(JUJSEE EgCTRiCAL DRAWINGS FOR VOLTAGE AND PHASE REQUIREMENTS.

UNIT SHALL HAVE MANUF. SUPPUEO FACTORY DISCONNECT.

PROVIDE WITH BACKDRAFT DAMPER AND BUILT-IN BIRD SCREEN.

PROVIDE WITH FACTORY SUPPUEO WAg MOUNTING ADAPTER.

SIDEWALL EXHAUSTER DETAIL 1 §2M-1

NOT TO SCALES 3

4 AA■55

DESIGN BASIS; FANTECH OR EQUAL512' 0 3'2'g-

VRL PROJECT NO!l9D4

CBKDRAWN!

SCAg; l/2'=T-0' CHECKED BY: WCKtiSHEET

M.V. CUMMINGS ENGINEERS. INC.

M-16501 ARUNCTON CXFRESSWAT, SUH B-:

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PLUMPlNg NQTC?BALL VALVE IN.

CONC. BOX,I 1. THE WORK INaUDES THE PROVIDING OF ALL UBOR. MATERIALS AND SERVICES NECESSARY TO

INSTAa THE INDICATED SYSTEMS. COMPLETE WITH HANGERS, SUPPORTS. EQUIPMENT AND

CONNECTIONS REQUIRED FOR nXTURE OR EQUIPMENT INDICATED OR SPECIRED.

J»cAaom4e. FlwIOa

7(904)723-3895P (904) 72M564

Z ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE UTE5T EDITION TO LOCAL PLUMBING COOES,RRE CODES AND GOVERNING HEALTH REGULATIONS. WHERE CONFUCTS OCCUR BETWEEN CODES

THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN.D PROJECT ENGINEERD

oyne C. Kelly. P.LfI UC. I 184513. ALL WORK SHAa BE PERFORMED BY MECHANICS SKILLED IN THE PARTICULAR CUSS OF WORK.

STRICT ACCORDANCE WITHJOURNEYMAN LEVEL MINIMUM, AND ALL EQUIPMENT SHAa BE INSTALLEDTHE MANUFACTURER'S RECOMMENDATIONS.

4. THE WORK SHAa BE COORDINATED WITH OTHER TRADES AND RESPONSIBIURES ESTABLISHED SO

THAT THE WORK SHAa BE COMPLETED WITHOUT DEUYS OR INTERFERENCE WITH SCHEDULES.

.2

£ 5. THE DRAWINGS ARE DIAGRAMMA-RC AND NOT INTENDED TO SHOW IN DETAIL Aa FEATURES OF THE

WORK. THE LOCATION OF ALL PIPING SHAa BE COORDINATED TO DETERMINE THAT IT CLEARS Aa

OPENINGS AND STRUCTURAL MEMBERS. THAT PIPING INDICATED AS CONCEALED CAN BE PROPERLYCONCEALED IN WAaS OR PARTITIONS OF FINISHED ROOMS.£

6. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISES AT Aa TIMES AND SHAU CLEAN

CONSTRUCTION SITE OF ALL HIS/HER OraRIS AT JOB COMPLETION AND BEFORE FINAL PAYMENTIS MADE.

.S

Uhb‘ 7. WATER PIPING SHAa BE SCHEDULE 60 CPVC, WITH SOLVENT CEMENT RTTINGS. Aa WATER PIPING

SHAa BE STERIUZED IN ACCORDANCE WITH LOCAL CODES AND A WRITTEN REPORT FROM THE

STATE BOARD OF HEALTH. CHROME PUTEO ESCUTCHEON PUTES SHAa BE PROVIDED IN RNISHED

AREAS. ALL ABOVE GROUND PIPING SHALL BE INSULATED W/ 2' ARMAFLEX. WATER SUPPLYPIPING SHAa BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF TOO PSl MINIMUM. PRESSURE

SHAa BE MAINTAINED ON THE UNE5 FOR

SYSTEM BUT NOT LESS THAN ONE HOUR.

i. WASTE AND VENT PIPING SHAa BE SCHEDULE 40 PVC WITH SOLVENT WEID PVC HTTINGS CLEANOUTS SHAa BE PROVIDED AS REQUIRED. ALL PIPING INVERTS Wia BE ESTABUSHED AFTER FINISHED

aoOR ELEVATION AND UTIUTY SEWER INVERTS ARE DETERMINED. BEFORE THE INSTALUTION OF ANY

FIXTURES, THE ENDS OF THE SYSTEM SHAa BE CAPPED AND Aa UNES HLLED WITH WATERAaoWED TO STAND UNTIL

ARE SET. A SMOKE OR EQUIVALENT TEST SHAa BE MADE USING

PERIOD OF TIME SUFFICIENT TO EXAMINE THE ENTIRE

THOROUGH INSPECTION HAS BEEN MADE. AFTER THE RXTURES

SUITABLE APPARATUS.

\;^^/4-HW DN-^STUB-OUT 1-1/4’

2-WAY COT 1/2'CW PIPING F'

4-kSTE

FUTURE EWC IN BLDG.ONLY.

4’-SEE CIVIL PUNS

JL FOR CONTINUATION.C

I PLAN

<3

LEGEND J. UTIUTY CONNECTIONS INDICATED ON PUNS ARE THE BEST INFORMATION AVAIUBLE TO THE DESIGNERS

AND SHAU BE FIELD VERIFIED BY THE CONTRACTOR. CONTRACTOR SHAa FIELD VERIFY EXISTING

CONDITIONS PRIOR TO ANY DEMOLITION OR NEW WORK.

£ DESIGN

DOCUMENTSCAaON EXPANSION

TANKWASTE PIPING

VENT PIPING

COLD WATER PIPING

HOT WATER PIPING

BALL VALVE

CHECK VALVE

UNION

VENT THRU ROOF

VACUUM REUEF

VALVE10. SHOP DRAWINGS OF UCH RXTURE OR PIECE OF EQUIPMENT SHAa BE SJBMITTED TO THE ARCHITECT

AND APPROVED BY HIM/HER BEFORE CONTRACTOR MAY PURCHASE THE FIXTURES. EQUIPMENT ORMATERIALS. SHOP DRAWINGS SHAa BE SUBMITTED COMPLETE AND

SINGLY FOR APPROVAL WILL NOT BE ACCEPTABLE.

ONE TIME. ITEMS PRESENTED

EWH-EQUAL TO RHEEM

MODEL EGSP6. l.SKW.6-GALLONS.

£ UNION {TYP.;S

11. Aa nXTURES. EQUIPMENT. MATERIAL, ACCESSORIES AND INSTALUTION SHAa CARRY A GUARANTEEAGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. UCH SYSTEM AS

A WHOLE. AND IN Aa ITS PARTS. SHAa BE GUARANTEED TO FUNCDON CORRECTLY UP TO THESPECIRED CAPACITY. SHOULD A SYSTEM FAIL TO MEET THE PERFORMANCE REQUIREMENTS, NECESSARY

REPUCEMENTS. ALTERATIONS OR REPAIRS SHAa BE MADE TO MEET PERFORMANCE REQUIREMENTS.BUILDING RNISHES DAMAGED OR MARRED SHAa BE RESTORED TO THE SA-RSFACTION OF THE OWNER'S

REPRESENTATIVE, Aa OF THE ABOVE SHALL BE DONE WITHOUT COST TO THE OWNER.

-PROVIDE HEAT TRAPS

PER CODE..=

T&P RELIEF-

VALVECHECK

VALVE VTR

I H0 HOSE BIBB

CO CLEAN-OUT

COLO WATER PIPING

HOT WATER PIPING

ELECTRIC WATER HEATER

EWH TYPICAL WASTE RISER DIAGRAMNOTE: MOUNT PLATFORM AS

HIGH AS POSSIOLE ON WAaCW

12. PIPING TESTS FOR WATER AND WASTE UNES SHAa BE WITNESSED BY THE CODE ENFORCEMENTINSPECTOR. BACTERIOLOGICAL TEST REPORTS FOR WATER SERVICE SHAa BE MADE AVAILABLE AT

THE SITE FOR REVIEW BY THE INSPECTOR.

J.T.S.BAa VALVE

EWH-1/a’ STEEL PUTE

RUN REUEF PIPING TO

OUTSIDE OF BLDG. TO

6* ABV. RN. GRADE AND

PROVIDE INSECT SCREEN.-

B

o .•X

•DRIP PAN P^glGN.gAglg:.LJ

WOOD OR METAL STUDS

WHICH EVER IS

APPUCABLE.

oCOWATERCLOSET (HC. FLR. MTD., TANK TYPE) KOHLER MODEL K-3544-EB VITREOUS CHINA ELONGATEDSIPHON JET TOILET WITH 18’ HIGH BOWL TWO 521B4 BOLT CAPS. 12’ ROUGH IN. PROVIDE Aa TANKRTTINGS AND VALVES RECOMMENDED BY THE MANUFACTURER. PROVIDE K-9400 CHROME PUTED TRIPLEVER ASSEMBLY, K-4652 LUSTRA SOLID PUSDC CLOSED FRONT SEAT, K-7637 3/8’ ANCLE SUPPLYW/ANNEALED VERTICAL TUBE AND STOP. TRIP LEVER SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA.

P-1

HIPINU•3X3X3/16 STEEL ANCLE ANDANCHOR AS REQUIRED.

CONTRACTOR SHAa SUBMIT TO

STRUCTURAL ENGINEER FORAPPROVAL

PQECL

QE oin

C3NOTE: Aa STEEL SHAa BEPRIMED AND PAINTED.

UVATORY (WALL HUNG, LEVERED FCTS.) KOHLER MODEL K-2867 WITH SYMMONS MODEL S-20-2-GFAUCET WITH GRID STRAINER DRAIN WITH TAILPIECE AND BOCA aOW RECUUTORS FOR 1/2’ GPM.K-7664 ANGLE STOPS WITH LOOSE KEYS, ANNEALED CHROME PUTED VERTICAL COPPER SUPPLY TUBES

ANO K-899B 1-1/4’ P-TRAP AND TUBING OUTLET. MOUNT TOP OD BASIN AT 34’ A.F.F., PROVIDETRUEBRO MODEL #102W INSULATION KIT.

P-2

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8ANCHOR PIPE TIGHT-

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AND WAa STUDS,

ELECTRIC WATER HEATER DETAILo 00 D_

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P-3 ELECTRIC WATER COOLER (WAa HUNG,0l-LEVEL HC) ELKAY MODEL EMA0FTLBLC. STAINLESSSTEEL RNISH. BUBBLER HEIGHTS AT 36’ AND 42’ A.F.F..f' q:< w-CROSS-BRACING PER MFCS.

RECOMMENDATIONS FORWAa HUNG nXTURES. ^ rr» ^

PLUMBING nXTURE SCHEDULEHOSE BIBB - CHICAGO MODEL NO. 387 OR 3B7LF (AS APPUCABLE) WITHE27 IN-LINE BACKaOW PREVENTER AND REMOVABLE TEE HANDLE.

HB-

CONNECTIONSDESCRIPTION REMARKS5! MARK

CW HW W

WATERCLOSET (HC) 4* FLOOR MOUNTED, TANK TYPE . IB'HIGH BOWLP-1 1/2’

•S A A1/2* WAa HUNG, 34*LEDGE HT., W/ A.D.A, TRIM.UVATORY (HC) V2’ 1-1/4’ -WOOD OR METAL

CROSS BRACING

WHICH EVER IS

APPUCABLE.

• P-2

12* 0 1' 2' 3’1/2’ WAa HUNG. BI-LEVEL 36’/42’ BUBBLER HTS.P-3 ELECTRIC WATER COOLER (HC) 1-1/4’

■ PROJECT no:1904

3/4- WAa TYPE W/ VACUUM BREAKERHB HOSE BIBB SHFSCALE: 1/2’-1'-0’ PRAWN I

CHECKEP 6V: WCK

• CONTRACTOR TO INSTAa A THERMOSTATIC MIXING VALVE EQUAL TO SYMMONS MODEL 5-225-CK-M5 LOCATED UNDERnXTURE AND SET AT 110*F.

SHEET NCC

M.V. CUMMINGS ENGINEERS, INC.

P-1PIPE SUPPORT DETAILI

I7P1NEW.C 07/13/20 ® N.T.S.

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PRIMARY BY

OREM^EW 16’ WIDE/STABILIZED/DIRT ROAD

PROPERTY

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LED VANDAL RESISTANT SURFACE MOUNT UGHT9§4-FT TALL HOT DIPPEDGalvanized perimeterFencing

S8B’40'3

20’ -*■/-fBERM .SB9‘07'27"W

100.00'STOP

'sign. 10' +/-BERM\ 1 LED nXTURE, WALL MOUNTED

£ 4'V 1135.sO SWITCH. OCCUPANCY SENSOR TYPE. 4'-0' TO TOP A.F.F.

DUAL TECHNOLOGY TYPE.

DUPLEX RECEPTACLE. IB' TO CENTER AFF UNLESSNOTED OTHERWISE.

DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER

?6‘ HIGH'BERM

NEW 10‘ WIDE STABILIZED-PERIMETER DIRT ROAD .ONE WAY qpCFi

DUPLEX RECEPTACLE ABOVE COUNTER OR SINK. 48" TOCENTER ABOVE FINISHED FLOOR

PANELBOARD. 208V10' HIGHBERM■ ir Q> JUNCTION BOX

© ELECTRICAL CONNECTION

NON-FUSED DISCONNECT SWITCH. SIZED TO MATCH FEEDER

FUSED DISCONNECT SWITCH WITH FUSE SIZE INDICATED

ENCLOSED CIRCUIT BREAKER

CONDUIT, CONCEALED ABOVE CEIUNG OR IN WALL

ASCC D

510 20

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DOCUMENTS10' HIGH

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CONDUIT. EXPOSEDs

CO ISSUE 0 JULV 2020O HOMERUN - HASH MARKS INDICATE NUMBER OF CONDUCTORS.

#12 AWG IN Yi' CONDUIT. SIZE CONDUIT FOR CONDUCTORSINSTALLED UNLESS NOTED OTHERWISE. GROUND CONDUCTORSNOT INDICATED. LETTER AND NUMBER INDICATES PANEL ANDCIRCUIT NUMBER.

EXISTING STABILIZED

DIRT ROAD (TYP)'A-3

.£

AFF ABOVE HNISHEO FLOORAIR HANDUNG UNITEXHAUST FAN

ELECTRIC HAND DRYER

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

GROUND FAULT INTERRUPTER

HORSE POWER

§■ AHU.NEW 16' WIDE STABLIZEDPERIMETER DIRT ROAD

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Q. 21440.60’

EXISTING STABILIZED'DIRT ROAD

EXISTINGSTABUZED-

DIRT ROAD

A-? AV.

I 100' too'0• PROJECT NO; 1904

LMC1. PROVIDE SECONDARY SERVICE UNDERGROUND FROM UTIUTY POLE TO METER AND MAIN CIRCUIT BREAKERDISCONNECT ON RESTROOM BUtLOINC.

2. PROVIDE 3* PVC CONDUIT TERMINATED AT 12' ABOVE GRADE AT POLE WITH 4#250MCM CONDUCTORSTO REACH TOP OF POLE. COIL CONDUCTORS AT POLE FOR CONNECTION BY OREMC.

PRAWN I

SCALE; r=100' LMCCHECKED I

SHEET NO;

M.V. CUMMINGS ENGINEERS. INC.

E-1CERT. NO. EB-3403

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RANGE MASTER

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.fr CONCRETE FOUNDATIONPROVIDE POLE MOUNTED SPORTS UGHTING RXTURES NECESSARY TO ACHIEVE ANAVERAGE RANGE UGHTING LEVEL OF 15 FOOT CANDLES AND AN AVERAGE LEVELOF 50 FOOT CANDLES ON THE VERTICAL TARGET AREA DOWN RANGE.SEE RANGE RXTURE AND POLE DETAILS ON DRAWING E-6.

PROVIDE PARKING LOT SITE UGHTING RXTURE ON ROUND STEEL POLE ON CONCRETEBASE. SEE BUILDING UGHTING RXTURE SCHEDULE.

PROVIDE UNDERGROUND SECONDARY FROM UTIUTY POLE TO METER AND MAIN CIRCUIT

BREAKER DISCONNECT. 3’ PVC. 4#4/0 THWPROVIDE SERVICE ENTRANCE FEEDER TO ’’MOP'. 3"C, 4#4/0 !c 1#4C.PROVIDE UNDERGROUND SECONDARY FROM PANEL ’MOP' TO RANGE MASTER PANEL’NRM’ OR 'SRM'. 1-1/2’ PVC, 4|!I3 & 1f|l6 CND. SEE DRAWING E-5PROVIDE UNDERGROUND SECONDARY FROM PANEL ’MDP' TO RESTROOM PANEL’••■’T OR ’SRR’- 1-1/4’ PVC. 3#e Sc 1#10 CND. SEE DRAWING E-4PROVIDE POWER. UGHTING AND CONTROL WIRING TO SHOOTER SHELTER, SEE DRAWING E-3.

CONNECT WELL PUMP. 20B/230V. 1 PHASE. 3HP MAX.PROVIDE GFQ OUTLETS WITH WEATHER PROOF IN-USE COVER MOUNTED 12’ ABOVE GRADEAND PROTECTED BY A 'TOMBSTONE' 1/2’ STEEL PLATE EMBEDDED IN auSH CONCRETEBASE. 12’ X 12’.

.R!.FLE.AND., 0gTOL RANGE PLAN a.S' <4’ COVER

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40’ 40’6. PARKING LIGHT POLE BASE DETAIL 0■ PROJECT NO:1904

LMCNOT TO SCALE DR4WNI7.£SCALE r-40' LMCCHECKED I

9.M.V. CUMMINGS ENGINEERS. INC.

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SHELTER UGHT RXTURES SHALL BE SERVED FROM PANEL RM1 VIA UGHRNG CONTROLPANEL LCP RELAYS AND DIMMING CIRCUITS. WHITE OR GREEN LED OXTURES SHALLBE SEPARATELY CONTROLLED FROM LIGHTING CONTROL STATIONS LOCATED IN THERANGE MASTER TOWER.

TYPE A FIXTURES SHALL BE MOUNTED ON THE TOP OF THE LOWER CHORD OF ROOFTRUSS TO PROVIDE INDIRECT LIGHTING.

TYPE B nXTURES SHALL BE MOUNTED ON THE BOTTOM OF THE LOWER CHORD OF ROOFTRUSS TO PROVIDE DIRECT DOWN UGHTING.

PROVIDE OUTDOOR RATED CEILING FAN WITH ALL METAL CONSTRUCTION AND NO LIGHTKIT. FAN SHAa BE 4S’- 52" IN DIAMETER WITH MINIMUM LENGTH HANGER ROD.PROVIDE ROTARY FAN CONTROLLERS. 1 PER SHELTER. IN RANGE MASTER TOWERTO CONTROL ALL CEILING FANS TOGETHER.

PROVIDE METAL IN USE COVERS FOR ALL CFCI RECEPTACLES

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SCALE: 3/16‘«V-0* LMCDRAWMINORTH5. LMCCHECKED It

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? s‘ sRANGE MASTERELECTRICAL PLANS

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■ ■ IAvBnuBRANGE LIGHTING FIXTURE SCHEDULE

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F(SM)72S-55WVOLTS/WATTS REMARKSCAT. NO. LAMP MOUNTINGPOLE FIXTURE MANUFACTURERLEO SPORTS UGHTER nXTURE

750 OR 1250 WATTS

SEE SCHEDULE (TYPICAL)

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TRUNION/CROSS ARM 20B/12505PL2-1250-50-U-D-3 LEDPI 2 TRULY GREEN SOLUTIONSD PROJECT ENGINEER

any M. Carney. P.{FL UC. / 33624

nxTURES NUMBERED LOOKING

FROM POLE TO RANGES D 1 2 3

TRUNION/CROSS ARM 20B/1250TRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3 LEDPI 3

20a/7SDSPL2-750-50-U-P-4-4O LED TRUNION/CROSS ARMP2 1 TRULY GREEN SOLUTIONS

TRUNION/CROSS ARM 206/750TRULY GREEN SOLUTIONS SPL2-750-50-U-D-4-40 I LEDP2 2

206/1250TRUNION/CROSS ARMTRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3 LEDI P2 3

TRUNION/CROSS ARM 203/1250LEOP3 1 TRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3

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0.25 X 2.00 X 4,00 RECTANGULAR TUBETRUNION/CROSS ARM ZOB/1250LEOTRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3P4 1

-1/2 NPT WELDED COUPUNG0.3B X 10.00 MOUNTING PLATE-

FASTENED TO POLE W/U BOLTS

TRUNION/CROSS ARM 20B/1250TRULY GREEN SOLUTIONS SPL2-12SO-SO-U-D-3 LEOP4 2•1 1/2 NPTWELDEDCOUPLING

I 206/1250SPL2-1250-50-U-D-3 LEO TRUNION/CROSS ARMP4 3 TRULY GREEN SOLUTIONS

•8 TRUNION/CROSS ARM 20B/1250TRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3 LEDP5 1UGHTING CROSS ARM BRACKETUNITED UGHTING STANDARDSMODEL CRS-04OR APPROVED EQUAL

206/1250TRUNION/CROSS ARMTRULY GREEN SOLUTIONS 5PL2-1250-50-U-D-3 LEDP5 2

208/1250LED TRUNION/CROSS ARMP5 3 TRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3

I TRUNION/CROSS ARM 206/750SPL2-750-50-U-D-4-40 LEDP6 1 TRULY GREEN SOLUTIONS

ROUND TAPERED STEEL POLEUNITED LIGHTING STANDARDSMODEL RTS-20-B007-VD-D1-BK.120MPH RATED, OR APPROVED EQUAL

206/750TRUNION/CROSSTRULY GREEN SOLUTIONS SPL2-750-50-U-D-4-4O LEOP6 2

20B/1250SPL2-1250-50-U-D-3 LEO TRUNION/CROSS ARMP6 3 TRULY GREEN SOLUTIONS

C20B/1250TRUNION/CROSS ARMTRULY GREEN SOLUTIONS 5PL2-1250-50-U-D-3 LEDi2 C P7

TRUNION/CROSS ARM 20B/750SPL2-750-50-U-D-4-40 LEDP7 2 TRULY GREEN SOLUTIONS

Lfi TRUNION/CROSS ARM 20B/1250TRULY GREEN SOLUTIONS SPL2-750-50-U-D-4-40 LEOP7 3

TRUNION/CROSS ARM 206/1250TRULY GREEN SOLUTIONS SPL2-125O-S0-U-D-3 LEDg

jh DESIGN

DOCUMENTSe TRUNION/CROSS ARM 2DB/125DLED2 TRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3

TRUNION/CROSS ARM 2DB/1250TRULY GREEN SOLUTIONS SPL2-1250-50-U-D-3 LEO3

E 0 JUIY 2020

ROUND TAPERED STEEL POLEMINIMUM 7 GAGE

4" X 6* HANDHOLE- =>0L£ BASE COVER

11,5' SQUARE X 1.25‘ BASE PLATEGROUNDING BUSHING-S

ANCHOR BOLTS W/ 2NUTS EA. 1.25' X 42* LONGWITH 6' 90’ BEND

CHAMFER ALL TOP EDGES

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sVOLTS/WATTSMOUNTING REMARKS LjJCAT. NO. LAMPTYPE MANUFACTURER

LI.

I E20a/6596-4-L61-B-40-DCL SSCMB-OIM-UNV LED SURFACE OA HE WILUAMSR CL^inCCo3/4’ X 20'

GROUNDING ROD 20B/6596-4-L61-B-40-DCL-SSCMB-DIM-UNV-GREENLED LED SURFACEHE WILUAMS

I oCO120/49 hJVSA-4-1W57-4O-B0-VAR-DM-OP-LG-TP-65 LED SURFACEC LC DOANECONCRETE FOUNDATION >- — cc:

120/25WPTZS-L20/750-PC-DIM-UNV LED WALL0 HE WILUAMS8z4- MIN. COVER,

Aa AROUND 120/254 ||I6 REINFORCING BARS RECESSEDKIRUN COMPANY LRV-07469-2DOOL-120-41K-MFL-45-46-WA LED OX

120/37G V'-V-840-F-12DV-FM-FE-SC-C4 LED SUSPENDEDRNEUGHT HP-2 D- O o

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ROUND crCONCRETE BASE;iPOLE SIGNIFY LTG. SRS-2P-4-DI-BRP

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RANGE LIGHT POLE BASE DETAILANOT TO SCALEA NOTES:To

S1 PROVIDE POLE BASE STRUCUTRAL DESIGN CALCULATIONS FROM POLE MANUFACTURER.

SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, SUBMITDESIGN FOR APPROVAL PRIOR TO ORDER OF POLES.

2. PROVIDE POINT X POINT UGHTING CALCULATIONS FROM UGHT FIXTURE MANUFACTURERSHOWING HORIZONTAL FOOT CANDLE LEVELS ON RANGE AND VERTICAL LEVELS ONTARGET POSITION AT BACK OF RANGE. INCLUDE MANUFACTURER RECOMMENDED FIXTUREAIMING COORDINATES SUMMARY. RXTURES SHALL PRE-AIMED AT FACTORY.

■ PROJECT NO: 1904

LMCPRAWN BY:

CHECKED BY: LMCci

M.V. CUMMINGS ENGINEERS. INC.CONSULTINC ENSINEERS E-68

.7. SArt B-21'

CERT. NO. EB-3403-g

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KEY^D NOTES:i

(D INTCLLIGENT UGHTING CONTROLS LightLEEOer RELAY CONTROL PANEL

WITH R40-1. OR R40-2 POLE 40AMP RELAYS AS USTED.

(T) INTELLIGENT UGHTING CONTROLS LightSync G3 DIGITAL DATA LINE SWITCH (TYPICAL)PROGRAM SWITCHES FOR MULTIZONE DIMMING CONTROL

CUSTOM TABLE TOP SWITCH ENCLOSURE TO HOLD 3 DECORA STYLE DIGITAL SWITCHES.<D

,1

E

01 CAT-Se DATA CABLE. RUN IN DAISY CHAIN CONRGURATION FROM RELAY CONTROL PANELTO ALL DATA SWITCHES-

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© LINE VOLTAGE 20B VOLT. SflD CONDUCTORS TO RANGE UGHTING FIXTURES,PER POLE.

CIRCUITS

0 UNE VOLTAGE 120 VOLT. 3#10 CONDUCTORS TO SHELTER WHITE AND GREENLIGHTING FIXTURES. 1 CIRCUIT PER SHELTER. SPUT AT RELAY PANEL TO CONTROLWHITE AND GREEN FIXTURES SEPARATELY.

I

0-10VDC DIMMING CONTROL WIRING, 2#14 CONDUCTORS PER UGHTING CONTROL ZONE%

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© INTELUGENT UGHTING CONTROLS LigHtSync PHOTOCELL CONTROLLER & REMOTE MOUNTEDSENSOR HEAD

0& 3#18 AWG MINIMUM CONDUCTORS FROM SENSOR TO CONTROLLER.SENSOR HEAD

RANGE MASTER BUILDING

i£ DESIGN

DOCUMENTS. uonw CONTTOJ

7-V-® ISSUE DATE

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CO ISSUE

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TSS

VRL PROJECT NO:1904

LMCDRAWN BY;

CHECKED BY: LMCti

M.V. CUMMINGS ENGINEERS. INC.

E-75< CERT, NO. Ea-340319017E-7.OW0 07/13/20 0 3:09 SHEET

2 4 51

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VRLPANEL "MPM”PANEL "MDP”

Architects, Inc(AAC0017U

120/208V. 4W. SN225A MLO. 10.000 AlC

SURFACE MOUNTED WITH

BOLT-ON BREAKERS12O/2O0V. Je, 4W. SN100A MCB. 10.000A1C

SURFACE MOUNTED WITH

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POLE TRIP REMARKS POLE TRIP REMARKSPOLE TRIP REMARKS POLE TRIP REMARKS.. NO AMPNO. AMP AMP AMP

% 2 20 202 N. RANGE MASTER INTERIOR LTC.1 15 50 CTR. REST ROOM EXT. LTG. 2 1 20 330 CTR. REST ROOM LTG. ic EFS 1 20 75 N. RANGE MASTER EXT. LTG.1

1060 N. RANGE MASTER RECPTS. 4 20 120 N. RANGE MASTER FAN3 1 20 540 CTR. REST ROOM RECPTS. 1 20 1500 CTR. RR EWH 3 20

1430 6 20 1430 N. SHOOTER SHELTER LTG.5 1 20GFCI 1060 6 1 20 200 PARKING LOT UGHT 5 20 N. SHOOTER SHELTER LTG.CTR. RR HAND DRYERS D [ PROJECT ENGINEERarry M, Carney. P.EFL Lie. f 33624

S D7 20 1800 8 20 1800 N. SHOOTER SHELTER RECPTS.7 N. SHOOTER SHELTER RECPTS.

23,357 PANEL "NRM’ 23,357 PANEL ’SRM’ 9 20 600 N, SHOOTER SHELTER FANS 10 20 600 N, SHOOTER SHELTER FANS3 100 10 3 100

1 20 SPARE12 11 20 720 N. RANGE RECPT. 1211

952 14 2 20 2750 POLE 213 2 40 3.480 RR#1 PANEL 14 40 3.480 RRf2 PANEL 13 25 3750 POLE 1

15 1615 16S

525 375017 30 3.536 WELL PUMP (3HP) 18 20 1.800 GRINDER PUMP (IHP) 17 2 25 3250 POLE 3 2 POLE 42

19 2019 20 20 SPARE

22 20 SPARE 21 SPACE 22 SPACE21 20 SPARE

24 SPACE23 SPACE 24 SPACE 23 SPACE

25 SPACE 26 1 SPACE25 SPACE 26 SPACE

28 27 SPACE 28 1 SPACE27 SPACE SPACE

30 SPACE29 30 SPACE 29 SPACE 1SPACE

I31 SPACE 32 SPACE TOTAL CONNECTED LOAD - 23,357 VOLT AMPS

SPACE33 SPACE 34

35 SPACE 36 SPACE

SPACE37 SPACE 38

PANEL "SRM" cc39 40 SPACESPACE

120/20BV. 3e. 4W, SN100A MCB. 10.000AIC

SURFACE MOUNTED WITH

BOLT-ON BREAKERS41 SPACE 42 SPACE

TOTAL CONNECTED LOAD = 62.690 VOLT AMPSVOLTCKT. VOLT CKT.

REMARKSPOLE TRIP REMARKS POLENO.NO. AMP AMP

e DESIGN

DOCUMENTS20 75 5. RANGE MASTER EXT. LTG. 2 20 202 S RANGE MASTER INTERIOR LTG1

520 120 S. RANGE MASTER FAN3 20 1080 S. RANGE MASTER RECPTS.

Iissue

LOAD CENTER "NRR" OR "SRR” 5 20 1430 S. SHOOTER SHELTER LTC. 20 1430 S. SHOOTER SHELTER LTG.CO issue

18007 20 1800 a SHOOTER SHaTER RECPTS. 20 a SHOOTER SHaTER RECPTa120/240V. 1*. 3W. SN100A MLO. lO.OOOAIC

SURFACE MOUNTED WITH

PUSH-ON BREAKERS§ ID 20 600 S. SHOOTER SHELTER FANS9 20 600 S. SHOOTER SHELTER FANS

VOLT CKT. VOLTCKT.POLE TRIP REMARKS POLE THIP REMARKS 720 S, RANGE RECPT. 12 20 SPAREn 20NO. NO.AMP AMP

913 25 3750 POLE 5 14 20 2750 POLE 61 15 50 REST ROOM EXT. LTC. 2 1 20 330 REST ROOM LTG. i E75

IS1520 1500 EWH3 1 20 540 REST ROOM RECPTS.

17 2 25 3250 POLE 7 25 3750 POLE 85 1 20GFCI 1060 HAND DRYERS 6 1 SPACE

2019TOTAL CONNECTED LOAD = 3.480 VOLT AMPS

SPACE 22 SPACE21

23 SPACE 24 SPACE

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120/20BV4-2P.40A RELAYS6-1P,20A RELAYS

MAIN PANEL

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;1904■ PROJECT I

PRAWN BY: LMCPOWER SINGLE LINE DIAGRAMCMecKEDaY: LMCNOT TO SCALE

|L M.Vj^CUMMIN^^ ENGN^RS. INC.

■ ▼ CERT. NO. EB-3403 joi

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19017£-aDWG 07/13/20 » 3:09 SHEET

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