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Home My WebLink About3771 Correia DrBP Co r,_e,\-c ,k 0 r- ENGINEER'S NOTES: 1. DESIGN WIND SPEED: 140 MPHu(t / 110 MPHol , 3 sec gust PER ATC HAZARDS BY LOCATION 2. RISK CATEGORY PER FBC 2020 7TH EDITION Talote 1604.5 : II 3, EXPOSURE CATEGORY = //B# 4. INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-16: FIGURE 30,4 (ROOF) ZONE 1b: +101-21 ps-P ZONE 2a: +10/-37 psf ZONE 3a: +10/-55 psf (WALLS) ZONE 41c: +21/-23 psf ZONE 51a +211-27 psf GENERAL NOTES BUSINESS GROUP B 393 SQ FT/100 4 PEOPLE PER TABLE 100412 FBC GROUP S LOW HIZARD 2007 SID FT/500 4 PEOPLE PER TABLE 100412 FBC 1 SUITE @ 2400 INTERIOR REQUIREMENTS FLAME SPREAD/SMOKE DEV.-EXIT ACCESS UNSPRK: TYPE 'BIT FLAMESPREAD 26-75 SMOKE DEVI 0-450 FLAME SPREAD/SMOKE DEV.-EXIT ACCESS SPRK: TYPE 'C' FLAMESPREAD 76-200 SMOKE DEVI 0-450 FLAME SPREAD/SMOKE DEV,-OTHER SPACES UNSPRK: TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV, 0-450 FLAME SPREAD/SMOKE DEV.-OTHER SPACES SPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEVI 0-450 W X TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk ZONING CLASSIFICATION: BUILDING AREA: 7200 SQ.FT, TOTAL BUILDING USE: BUSINESS SPECIAL OCCUPANCY1 N/A GROUP: GROUP B TYPE OF CONSTRUCTION: 3B MIXED CONSTRUCTION1 NO BUILDING HEIGHT: <35' SPRINKLED: NO APPLICABLE BUILDING CODES FLORIDA BUILDING CODE (FBC) 6th ed, BUILDING (2017) FLORIDA BUILDING CODE (FBC) 6th ed. MECHANICAL (2017) FLORIDA BUILDING CODE (FBC) 6th ed, ENERGY (2017) FLORIDA BUILDING CODE (FBC) 6th ed. PLUMBING (2017) FLORIDA FIRE PREVENTION CODE 6th ed.(2017) NATIONAL ELECTRICAL CODE, 2014 EDITION FLORIDA ACCESSIBILITY CODE 6th ed. (2017) AMERICANS W/DISSABILITIES ACT (ADASAD), ed, (2010) FIXTURES SHOWN MEET REQUIREMENTS GROUP SPRINKLERED NONSPRINKLERED Interior exit stairways and rcmpQorriclors and exit passageways a, b and enclosure for exit access stairways and ramps Rooms and enctosed spaceg Interior exit stairways ramps and exit passageways a, b a6dri-Idors qnd enctosure for ext access stairways and ramps Rooms and enclosed spaces c A-1 & A-2 B B C A Ad Be A-3f, A-4, A-5 B B C A Ad C OB E, M, R-1 B C C A B C R-4 B C C A B B F C C C B C C H B B C9 A A B I-1 B C C A B B 1-2 B B B h.1 A A B 1-3 A AJ C A A B 1-4 B B B A A B R-2 C C C B B C R-3 C C C C C C @ C C C B B C U No restrictions No restrictions For SI, I Inch = 25.4 mm, 1 square foot = 0.0929 m2. a.Ctass C interior finish materials shaU be permitted for wainscotting or paneling of not more than 1,000 square feet of appLed surface area In the grade Lobby where applied d1rectLy to a noncombustible base or over furring strips appil to a noncombustible base and firebtocked as required by Section 803,13.1. b,In other than Group 1-3 occupancies In buildings less than three stories above grade plane, Class B Interior finish for nonsprInklered buildings and Class I Interior finish for sprinkLered buildings shalt be permitted In Interior exit stairways and ramps. c.Requirements for rooms and enclosed spaces shalt be based upon spaces enclosed by partitions. Where a fire -resistance rating Is required for structural. elements, the enclosing partitions shaLL extend from the floor to the ceiling. Partitions that do not comply with this shalt be considered enclosing spaces and the rooms or spaces on both sides shalt be considered one, In determining the afpIIcabLe requirements for rooms and enclosed spaces, the specific occupancy thereof shalt be the governing factor regardless of the group ctassifica !bn of the building or structure, d.Lobby areas In Group A-1, A-2 and A-3 occupancies shalt not be Less than Class B materIaLs. e,CLass C Interior finish materials shalt be permitted In places of assembly with an occupant Load of 300 persons or less. f.For places of religious worship, wood used for ornamental, purposes, trusses, paneling or chancel. furnishing shalt be permitted. g.Ctass B material, is required where the building exceeds two stories, h,Class C Interior finish materials shalt be permitted In administrative spaces. I.Class C Interior finish materials shall, be permitted In rooms with a capacity of four persons or Less, J.Class B materials shalt be permitted as wainscotting extending not more than 48 Inches above the finished floor In corridors and exit accessstaIrways and ramps. k,Finish materials (Is � rovIded for In other sections of this code. l,AppLIes when pro d by an automatic sprinkLer system Installed in accordance with Section 903.3.1.1 or 903,312. INTERIOR FINISH SCHEDULE INTERIOR FINISHES TO BE DETERMINED BY OWNER RESTROOM FLOORS TO BE A NON ABORBENT MATERIAL RESTROOM WALL TO BE A NON ABSORBENT MATERISL MINIMUM 4W A.F.F. I IIIII lI� �lI III! j I "! "1 111111 11111"1''1111111111 AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE QNSTALLED AFTER CONSTRUCTION 13 COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION) ANY S= DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED CONDENUTE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS, AFTER ALL WORK 18 COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING THIS SHALL 6NCLUDE ALL GRADE STAKES, TUB TRAP BII FORMS. SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS. PAINT AND DECORATIVE CEMENTITIOUIS FINISHES LESS THAN 5M INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHIES To ALL FOR INSPECTION FOR FUTURE TETHATE INFEST,_t�JOIVS WIND BUILDING IS DESIGNED TO CONFORM TO ASCE 7-16. CHAPTERS 26 THRU 31, PER 2020 FLORIDA BUILDING CODE, AND 2020 FLORIDA BUILDING CODE 7TH ADDITION SECTION Iwo I I WIND DESIGN ASSUMPTIONS - BUILDING EXPOSURE - 9 BUILDING RISK CATEGORY - 11 MEAN ROOF HEIGHT W OR1:ESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT a 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = q- 0 1§ WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS. EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC llllvl'T�l T F.�' T I 100) NO 5e N0 1�4 E �4.�.��,�,�,�,�.il�T��#)ITITITITITITITITITITITITITItI EXTERIOR WIIINDOWS & DOOR ASSEMBUIES: _I rk I"I 'I II: I Ill Ir I� !I 1 1111, 17151 1 1 60 gz t-- T, L T 1111F 0 Ng� C4jtF#R1jn7jIj(o � JA ,�l ON, I Q J�PZ P. folAlftikTIF, ITIIIN, 'T !!I '1111117;�l 1171151 !11 141111-0411 TO ACHIEVE THE DESIG012707-83URES SPECIFIED. SAFETY GLAMINIG: THE FO fill IF�Ircm ISLOCATIONSFOR"TH"URPOSESOF 0 W"11III NL 11111111111111 lllj�lqlvilipl llqli��Illql 11 I hereby certif y that I have reviewed this plan and -Found it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, RE #53608 IND LX SHT# _L 1, COVER 2, FLOOR PLAN 3, LIGHT PLAN 4, PFIWER PLAN �5, HVAC PLAN 6, FIRE SAFETY 7, UL SHEETS ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS REVIEWDATE 1-1% - _' CITY OF ZEPHYRHiLLS I A�& FIRE AND LIFE SAFETY EXAMINER /L -2 QVI, ALL \NORK SHALL COMPLY WITH PREVAI CODES FLORIDA BUILDING Col NATIONAL ELECTRIC CODE, ,i�NJD THE CITY O�: ZFPHyPHILI ORDINANCEq PARCEL: 19-26-22-0010-00000-0130 PLAN CHANCEY PARTNERS RICK GOLLHARDT DRAFTSMAN 3767 CORREIA DR 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay. rr. com D.W.SM1TH,M.S.,P.E.#53608 COVER SHEET SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 1 OF 6 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 SCALE DATE JOB NO. PHONE1 813-469-2289 E-MAIL: dwsf(pe@eo.rthtink.net DO NOT SCALE 9 OCT2020 DESIGN/DRAWN CHECKED 2021-0406 E[,,11�TNIEER L117FINCE R. _G0LLH_ARDT______D.W.S.,p.e. lz 0 m w Lj _j LIJ 1 0 11 CONTINIOUS C-CHANNEL METAL TRACK ROOF DECK FASTEN WITH #8-18 WAFERHEAD FRAMI SCREWS IN EACH TRUSS CONNECTION - p ,ROOF DECK 6' STEEL STUD 2 HOUR FIRE WALL �_(l) #10 SCREW SEE U404 //",—WALL TO HAVE R-19 INSULATION � � u PER aluD FLANGE Nis DOUBLE METAL STEEL STUB @ 16" 0 C_ LAYER, FULL HEIGHT 5/8" \-TYPE X GYPSUM BOARD ON EACH SIDE OF STUD WALL PLAN VIEW STUD BASE DETAIL FRAMING NOTES 1. LATERAL BRACING OF WALL MAY NOT BE REQUIRED ON COMPOSITE WALLS. CHECK WITH LIMITING HEIGHT TABLES AND/OR DESIGN. 2. GYPSUM BOARD MUST BE APPLIED FULL HEIGHT IN THE VERTICAL ORIENTATION TO EACH STUD FLANGE AND INSTALLED USING MINIMUM #6 TYPE S DRYWALL SCREWS SPACED A MINIMUM OF 12" O.C. TO THE FRAMING MEMBERS. 3. ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT OF ITEMS ATTACHED TO FACE OF WALL. SEE WALL BACKING DETAILS. 6" METAL STUD WALL 2 HOUR FIRE WALL DETAIL A- A r, I IZ T P_ Pl 'RTI ITI P Hnill? FTPF WAI I 2 LAYERS 5/8x GYPSUM BID ATTACH 8' STEEL TRACK TO EACH STEEL "TI IT) 4ZMlQ' AC'_TV'0 TKI LIAI I I.ITTU 0_40V':)1Aff CEILING JOIST FRAYING PLAN ENLARGED CIRCLE "B" FASTEN 5/8x GYPSUM BOARD TO STEEL STUD AND RUNNER5 WITH 1- DRYWALL �kREYJ_SSn MAX ON EDGES _C' �IELW TYPICAL EACH SIDE — METAL STEEL STUD @ 16" O.C. CONTINIOUS C-CHANNEL METAL TRACK ,'�FASTEN WITH HILTI X-U UNIVERSAL KNURLED -SHANK PAF'S @ 24" O.C. > (EMBEDMENT 1 1/4") (1) #10 SCREW PER STUD FLANGE ENLARGED CIRCLE "All 01� METAL STUD WALL (1) #10 SCRI PER STUD FL WIfH JOIST ABOVE) CEILING JOIST DETAIL iTTACH 8' STEEL JOIST TO TOP IF WALL WITH FRAMING CLIP WITH '-#BX3/4' SMS AT STUD AND TOP V WALL TTACH 8' STEEL JOIST TO TRACK ITH 1-#8X3/4' SMS EACH SIDE WEB STIFFENER 10 SCREW TO 8" JOIST FENER TO 8" 60 ARGED CIRCLE licil AL STEEL STUD @ 16" O.C. EXISTING 14'X12' RIBBON FOOTER (ALIGNED EXISTING PAD FOOTERI ITH JOIST ABOVE) CONTINIOUS C-CHANNEL METAL TRACK FASTEN WITH HILTI X-U UNIVERSAL KNURLED -SHANK PAF'S 0 24" D.C. (EMBEDMENT = 1 1/4-) ICRETE SLAB ENLARGED CIRCLE "D" .01 ----40 40 4 SUITE A SUITE B 0 STUD SCHEDULE FLOOR SIZE/SPACING BOTTOM TRACK TOP TRACK BRIDGING NOTE IST 00S16j 4 Q ) @ 16' % 400TI25 - 43 (33). ATTACH D�ql< )�8 4ROT250 - 43 (33) SLIP T ACK (7/8' MAX GAP _PAO��LW/ J�JM�pf�Nll�yjj, C 17'-0' MAX A jap 3�� t% ICH �R F EVE F?l' SU H III EACH FLAN E STUD 600SI62 4't% @ 16' )T 60OT125 - 43 (33). ATTACH T2510 - 43 (33) SJ_I I?FA*CK (7/8' MAX GAP RR�PEF� _!;o A YEE, IjANN�LW/ 25'-0' MAX I ��tV TOP t EW l DflqK R E4 ?11 )0. F 0) SIMPSON SUBH III EACH EACH FLANGE STUD R-19 INSULATION 3 5/Ir STRUCTURAL STEEL HEADER 3 5/ir STRUCTURAL STEEL STUDS I A&MkIE RATED WALL SEE DETA U404. WALL TO HAVE R-13 INM"l 6' STRUCTURAL STEEL CEILING I HOUR FIRE RATED. SEE DETAIL L524 ATTACHED INSTALLATION SHEETS k/ 11 [3 5/8' NON STRUCTURAL STEEL TRACK X 1-#IDXI' SIIS AT EACH SIDE TYPICAL INTERIOR NON] 3068 LOAD BEA �LL RATED 5/8' NON STRUCTURAL STEEL STUDS IT I&R. J14I&I �/2' GYPSUM BD ALL a. C. -5/Bx CEILING TYPE GYPSUM BOARD 5/8x GYPSUM BOARD TYPICAL EACH SIDE MIN R-13 INSULATION 3 5/8;_STRUCTURAL STEEL TRACK WITH #lOX1' SDS AT EACH SIDE —OF STUD 3 5/8' STRUCTURAL STEEL STUDS 0 16' 0. C. I HOUR FIRE RATED WALL SEE DETAIL U404. WALL TO HAVE R-13 INSULATION ///-3 5/8' STRUCTURAL STEEL TRACK WITH 1-#lOX1' SDS AT EACH SIJE [IF STUDS SECURE WALL TO SLA WITH MASbNRY SHOT PINS AT 16' D.C. EXISTING 6' THICK 3000#psi CONCRETE WITH WIRE MESH OVER 6 KIL VISQUEEN AND CLEAN COMPACT TERMITE TREADTED SOIL. BUILDING CUT SECTION DETAIL EXISTING STEEL COLUMN BEAM ,- EXISTING CEILING INSULATION FLOOR PLAN EAVE HEIGHT @ REAR EXISTING STEEL WALL PANEL EXISTING WALL INSULATION L_q I -_�'�EXISTING 14-X12' RIBBON FOOTER EXISTING PAD FOOTERS L I hereby certif y that I have reviewed this ptan and f ound it to loe in comptiance with ASCE 7-16 anol the Ftoriclo. Building Cocle 2020 7th Edition David W. Smith, RE. #5360R SUITE A 2007 WAREHOUSE 393 OFFICE/LDBBY/RESTROOM = 2400 EXTERIOR DOOR AND WINDOW SCHEDULE PLAN SIZE/TYPE FRAME HARDWARE A 3/4'X7'0' GLASS STORE FRONT BRONZE ALUMINUM KEY CELINDER EXTERIOR 3' O'X7' 0' FIXED GLASS THUMB TURN INTERIOR RBRR LEVEL WIND PRESSURE +31.38 -39.37 U-VAL .45 MIN SHGC .35 MIN 12'0'XIO'O' COMMERCIAL N/A TYPICAL HARDWARE ROOL UP DOOR WIND PRESSURE +30.0 -36.70 C 3'0'X7'0' FLUSH HOLLOW METAL STEEL ADA LEVER KEY LOCK DOOR CLOSER ADA LOW SILL WIND PRESSURE +33. 63 -43. 86 3-4. 5 HINGES INTERIOR DOOR SCHEDULE PLAN SIZE/TYPE FRAME HARDWARE 1 3/4'X7'0' FLUSH HOLLOW METAL STEEL ADA LEVER KEY LOCK I HOUR FIRE RATED 1 HOUR FIRE RATEE DOOR CLOSER ADA, U-VAL = .35 MIN �OWIS&k 3-4 H N R-VAL = 2.85 MIN 2 3/4'X7'0' FLUSH HOLLOW METAL STEEL ADA LEVER PRIVACY LOCK 3-4,5 HINGES 3 3' 0' X7' 0' FLUSH HOLLOW METAL STEEL ADA LEVER KEY LOCK 3-4. 5 HINGES CHANCEY PARTNERS RICK COLLHARDT — DRAFTSMAN 3767 CORREIA DR 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMITH,M.S.,P.E.#53608 FLOOR PLAN SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 2 OF 6 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 SCALE DATE JOB NO. PHOND 813-469-2289 E-HAIb 6sf (pe@earthi ink, net, DO NOT SCALE 9 OCT 2020 DESIGN/DRAWN CHECKED 2021-0406 ENCilNiI_c_R LICENCE _iC 0�� JR., GOLLH/1"RIDT DAS.,p.e. ELECTRICAL SPECIFICATIONS 1.1 SCOPE A. WOW NCLUDEO: Include the following Work in addition to Re normally part of Oft Socklam- 01 Wiring for No" and power. 02 Insitallation of go" ftetume with Imp& 03 Lighting paneflan I orW distribution paralboards. 04 Connection of equipment shown. 05 Cor" wiring. 06 Disconnection and removal of existing fixtures and wiring not to be 1.2 MINIMUM COMPLIANCE STANDARDS A. M work sholl be done In rdanoe with the requirernen Of tho followlrW 01 Florida BuNdIng Code M Edition (2020). 02 Florida man Code - Electrical Conservation 7th Edition (20M). Section C405. 03 2017 Issue of the National Electrical Code (WPA 70). 04 AN Roc@*cIo cor" to conform to ASHRAE Skr4ord 90-1. 84-2. 2010. o5 Wiring in Patient Core Areas ohd amply with NED 517. 06 Other applicable NFPA Code& 07 Regulaft of local authorities he** ARISM0100M 0. Furnish and Instof all labor. motorld and equipment and services neconsory for complete and @do Installation of the olectrIcall sy-ta Indicated on the drowings arid noted in the opeelfh%ftne hereinafter. El cl -m I eysisms and equiptnent dwall In game Include the faft": 01 General provisions for electrical work. 02 %ing, distribution equipment wW devices. 03 Lighting flxbm and Imp& 04 Grounding systsim. 1.3 GENERAL PROVOONS FOR ELECTRIM WORK A. DRAWINGS: Electrical drawings co ad- dilarammatto and Indicate general arrangement of work and systems, R4ft to other drawings to verify location of equipment eW Ct" drawings of other bodes to verify exact space condition or underground Inec Drawing Scam prohibit the Indloodon of all M"s ax! accessories required. however those Rome will be play by this suixmtruclor at no exbra cost to the owror. B. QUALITY OF MATERIALS: Now. best of their respec4lve Mnd, from *am defeft and IMW by Underwriter's Laboraborkm Inc. or bearing their label. C. SHOP DRAWINGS: Submit four (4) copies of shop d swings for lighting fimbn mW parAlbowdL Obtain approval before equipment Is o da . built or Installed. 0. EXCAMATION AND BACKFILUNG: Excavate. bocM and motors surfaces for all electrical we& E. Vhd aft and Inspect ads" foollitles before bid In order to onsum proper evaluation of woikk oonditim; and location of exisking equipme-i, 1.4 WNW. DISTRIBUTION EQUIPMENT AND DEVICES A. CONDUCTORS:- Copper. In accordance with ASTM Standards. dze references AWG, Conductors No. 10 and smaller @Ize wild. No. 8 and larger otranded. Insulation of omiuctor thermoplastic. type THHN (min. shm No. 12) wW wirs Instdod outside. underground, In ekdm or exposed to moisture *AN have 7HWN Irumleffien. 0. RACEWAYS: RIOND STEEL CONDUIT. full weight pipe 9olvanked. threaded. orW minitnum 1/2 Inch axespit as noted or - quh - for wiring. ELIZITICAiL MEIALUC TURING (EMT). thin WON plimh golvainiz*4 thradem oommeolon Ottinilk and mh*num 1/2" except as noted or qLal - for wiring. FLEXIBLE STEEL CONDUIT. continuous I III ho. golvanind. and rrkJmum 1/2* mks meept aw noted or required for wiring. PVC CONDUIT. heavy duly 4rpe. ohn ce Indicated. Separate rocoways WwN be used for each mitag system Too AC or MC Cable whei permitted. C. DISCONNECT SWITCHEL General Duty. horsepower rated for motor be& 600 or 250 volt mtkq. fund or non -fused as noted; number of poke as, kWkdW. oamr kiterlodcod with *Mtd Enclosure NI3iA I for Intloor us* and 1413iA 3R for wect! ei pi applications. Switch to be Squiare V or equal. 0. CIRCUIT BREAKERS: Mollded caft thermal-magnotio qulok-malm. quicit-broak, bok--on 4" with manually operated Insulated trlp-h" handle. Murd-pole types with Internal common trip bar. Twrnkwls sufln'l for or aluminum conductors. Interrupting copoolb minimum 10.000 RMS symmetrical amperes circuit brookwo to be Square V or equal, Iype as required. E. PANEUKMDS:- VoRogk phasing and ampere ratings an Indicated. circuit breaker "s as Indicated. busbare of hard draw. copper, minimum 98111 canductIft, golvanhod 9beel back box. door and trIrn. All oornere lapped and welded, hardware dwon plated with flush look and calol Hinges soml- - . ., . 3 lavidde dW with nonferrous pine. 180 degree openings. Minimum gutter apoce 5- 3/e sides. top and bottom. 1 meass she -Im required by cc& Directory holder complete with dew plastic trarnpurvert cover Indicating typewritten list of feeder cables. conduit obw drwA numba . outlets of equipment supplied. mW their location. Circuit breaker t" penelboarde to be S*mm V t" NOW or I-Uha. or "Al. A plastic lobal shall be located an extelor of ponelboard Identifying the system voltage. phase. and current rating. F. WIRING DEVICES:- All dolcm the product of the some manufachrer. Wall switches single poK 20 ampers. 120 volt Woll switches t1we*-voy. 20ampom 120 volt. Receptoclon dupko4 2 wlm- 3 pole grounded. 20 anim . 120 volt. 0. DEVICE PLATE& Provide for all outlets where d das am Installed. Provide engroved mor" for special ougets. Provide blank plates for amply or futurs cutlet boxes. DEVICE AND DEVICE PLA7ES COLORS TO BE VERIFIED WITH INTERIOR DES 13 Elt AND OWNER. 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and Instalil co ipm to system of lighting fIxtunimh lamps. accessories and supports specified and IrWica" SubmItLole of equal quality am allo 1.6 GROUNDNO SYSTEM A. EQUIPMENT- Ground non-vurnent carrying metal parts of ponell no , raceways arW all "ng fbdunmL AN conduits sholl ham equipment grounding coriductom. 1.7 INSTALLATION A. Secure all supports to building structure. Support horbontal fun@ of metallic conduit not mom than 10 fed apart Run exposed raceways parallel with or at right angles to WON& L Pass mosways over water, stearn or other piping when pull boxes we not required. No within 3 1 -6 of I - or hot watm pipes. or applionces, except crossings wom racenoy sholl be at West 2 Inches from pip cover C. Cut conduit ends square. room smooth. Point male th mads of field threaded conduit with graphite boss pipe compound. Draw up tight with act" couplings. D. Len w1m sufficiently long to permit making flnoll connections. In rocoways over 50 feet In which Wring Is not lndall� furnish pull vim. E Verify locations of outlets and swRchos. F. Support panel. junction and pull In Independently to builkIng dructure with no weight bearing On Oonduft G. Connect conduit to motor conduit terminal boxes with flexible cortAft minimum IS Inches in length and 50% dock. Do not terminate In or fosto raceways to motor fourAollorl. H. Contractor to remove and salvage d abandoned olectrIcal equirront. 1. This contractor sholl wannant all lobw and matwIcIA for one year from date of find written acceptance. J. Owner *@sumeo responsibility to do periodic maintenance an all Akwnlnum Who Connections and wig plow a signed letter to At I to thle agrownent. K. Contractor will provide to the Building Owner. within 30 days after the dato of the syntern nan ptance. ism dro".Vs of the oat Installation Documents and Manuals per C405.6.4 L Contractor Ad prov construction docummm that cartilly lighillng controls mest performance criterlo of Section C405 of tin Florida Building Code Sixth Edition (2017) Energy Conservation, and provklod to the Building Owners within 90 days of receipt of the Cortlflcote or Occupancy per C408.3.2 of the same code. 1.8 LOW VOLTAGE A. Low Voltage wiring drowings to be p nNId by othem. ELECTRICAL SYMBOLS SM - uw)& wffm amm sm As Recium S%- 3-*%Y SINGLE POLE DIAMER SWITCH (OIOV OR UK VOLT. AS NWIRM) SD - SOME POLE DIMMER SKM (0- 1 OV OR UNE VOLTAGE AS REQUIREO) S3p- 3-WAY SINGLE POLE TOGGLE SWITCH W/PILOT LIGHT S - SINGLE POLE TOGGLE SWITCH S3 - 3-WRY SINGLE POLE 700CLE SWITCH So - -d1V INDICATES LOTS TO BE SWITCHED 0.,b - OCCUPANCY SENSOR W/M LEVELS OF LIGHTING LINE VOLTAGE - TIME CLOCK OVERIDE SWITCH (MAX 2 HR) - UK VOLTAGE WALL MOUNTED OCCUPANCY SENSOR - UNE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR 0 - UNE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS) QP - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR (WAALL RESTROOMS) 0 - 0 Wff &§J�MNW OCCUPMCY SENSOR W/2 LOW CONTROL (1111 - WALL MOLVED OCCUPANCY SENSOR (CI-OSETS) ID - WALL MOUNTED DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR O-IOV - MMUAL 'ON* OCCUPANCY SENSOR MANUAL 'ON" DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR O-IOV 0 - UNE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR FOR RECEPTACLES - DAYUGW SENSOR - J&P" WPTACk BE %W ON AT%IMPAS" TO INATME SIMPLEX RECEPTACLE DUPLEX RECEPTACLE QU00RAPLEX RECEPTACLE FLOOR BOX W/DUPLEX RECEPTACLE. LOCA71M 70 BE VERIFIED W/OWNERS FLOOR 13OX W/QUADRAPLEX RECEPTACLE. VERIFY LOCA71ONS W/OWNERS MONITOR CABLE/VERIFY TERMINA71ON W/OWNERS OFII - GROUND FAULT INTERRUPTER WP - WATER PROOF 3R - NEMA 3R Nir - NON-fUSED NL - NIGHT LIGHT [:]J - DISCONNECT SWITCH VA:ELECTRICAL PANEU30ARD - EMERGENCY LWTING/EXIT SIGN W/bATTERY BACKUP VCZ3 EMERGENCY UGHTINO-W/BATRAY BACKUP V TC TIME CLOCK PHOTO ELECTRIC SENSOR 2081V 30 RECEPTACLE CONDUIT IN FLOOR RC - RECEPTACLE CONTACTOR - 208V RIM-EPTACLE - VERIFY 2 VOICE (CAT 5)/2 DATA (CAT 6) OUTLET DATA & COMMUNICATIONS 70 BE VERIFIED W/OWNERS FJ37ROOM EX94W FAN NOTE: Occupancy Sensors am to be "Oocupancy/Vacancy Sermm urkes Indicated Wmwlm 14r Vanual On' Is a Vacancy sensor w/auto off. MARK MFG CATALOG NUMBER LAMPS REMARKS QUANITY A METALUX 24FP4735C 40.4W/LED LAY IN 5 PER UNIT B METALUX 4BCLED-LD4-32SL-F-UNV-GL-L835-CD1-U 32.5W/LED WALL PER UNIT C METALUX 8ST2L8040R 78.2W/LED STRIP 10 PER UNIT D EATON WP1135LPC (W/DUSK TO DAWN CONTROL) 13W/LED WALL 14 E LUMARK WPSLED-30-GL-UNV 27W/LED WALL PACK 2 X-1 SURE-LITES LPXC50SD LED EXIT/EMERG. LIGHT X-2 SURE-LITES APELH2 LED EMERG, LIGHT NOTES: 1. ALL LIGHTING AND SWITCHING TO MEET FLORIDA ENERGY CODE REQUIREMENTS 2. ALL LIGHTING TO BE VERIFIED WITH OWNERS BEFORE PURCHASE 3. LAMP COLOR INDEX IS TO BE VERIFIED 4. ALL EMERGENCY LIGHTING TO BE WIRED W/OWNERS BEFORE PURCHASE AHEAD OF ANY SWITCHING OR TIME CLOCK/LIGHTING CONTRACTORS 5. OTHER LIGHT FIXTURES BEING EQUAL AND APPROVED BY OWNER ARE PERMITTED 6. CONTRACTOR TO VERIFY STEM MOUNTS 7. VERIFY W/CONTRACTOR IF STEM OPTIONS REQUIRED rm.711-1101,1 SUITE A LIGHTING PLAN I herelcy certify that I have reviewed this plan and found it to loe in compliance with ASCE 7-16 and the Florida Building Cocle 2020 7th Edition David W, Smith, P.E. #53608 CHANCEY PARTNERS 3767 CORREIA DR ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERINC CONSULTANT 9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 PHOND813-469-2289 E_MAIb 6sf1pe@earthHnk,net RICK COLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampabay.Tr.com LIGHTING PLAN SHEET OF 3 OF 6 SCALE DATE JOB NO. DO NOT SCALE 9 OCT 2020 DESIGN/DRAWN CHECKED 2021-0406 E N C,! -R LICEINCF #5.3608 ] D. W. S., p. e. GOLLHARDTI --------------- L_ ____LL_1 I Squom D "Easy Moter Pock' (or equal). 120/206V 30 4 Wire SN In and 120/208V 30 4 Wire SN ad to Sultoo. 120/209V 30 Uw* Xfmr. 2 S*%U6o.k&5OOK0fAN.3-5"C M Vo "llatir nd%, edft ond to MW M Im mW and bu9dIr&v!W In accordance with NEC E In 2 CU 0-4 Ext. LIAL (3)6.6N,10G.1*C Bond Stool min. �F=Wff&- W250-50 MrJrnufn (2)5/8*0 CoWr Clad Ground Rodi spaced apart ELECTRICAL LOAD CALCULATIONS: SERVICE WERIOR mum LIGM KW Exterior maw U" .24 .24 Continuoun Land - 024 X 1.25 .30 Sub Told 0.30 RECIEPTACLES Est. (4) 0 180 0.72 Sub Total 0.72 Sl 101 THRU 107 7 SuMes x 12.74 - WAS Sub Told 80.18 MISCELI.ANEOUS sullft SWAP 1.50 Future Equilornient &W Total 96.70 9&70 KIN 0 120/205V 30 4 Mrs SN - 268 Arnpw Service - 400A i 20/20111V 30 4 WWe SN Panel Ll Panel L2 Sults 101 Sults 102 100A MLO 100A MLO 120/ '20/= 30 4= 30 SN SN I I ii - _? W � � N MIN; � I L 0 ELECTRICAL LOAD CALCULATIONS: rfPICAL SUM 1 T�W 7 1.110111711M KW 110111 ft M weromm 0.95 Wow 1.18 X10 PL Office 0 1.11 waft W 0.40 53 R@A can, 0 W waft per - 0.05 ToWe C4M4.2(2) FW EnerW coneet valla 1.03 Contlnuoue Load 1.53 X 1.0 2.04 Sub Told 2.04 RECIEPIACLES 2.48 Sub Total L45 WAC (1) HP 0 2330 2.33 (1) M * 458 - 0.46 Sub TOM L79 MISCELLANEOUS (1) Wardwouse Fan 0528 M 81 watel Illectel 3.40 1 Sign 0 1500 1.50 Told 12.74 12.74 KW 0 120/208V 30 4 Wire SN - 35 Amps. Sorvloo - 100A 120/208V 30 4 Wilre SN PANELS *L1 THRU L70 SCHEDULE 10.000 AIC SERVES LOAD B/P CKT CB/P LOAD I SERVES OA OB OC #A 08 OC Spam 20/1 1 2 3OZi 3400 Water Heater Office/Lobby Lights 355 20ZI 3 4 1AW11 1500 M* Warehouse lights 782 20/1 5 6 2611 720 Receptacles 7 8 Space 9 10 20/1 860 Wamh@/DF Recept. 11 12 26/1 360 Lobby Reoept. 13 14 Space Warehouse Fan 528 15/1 15 16 1 Spi ice 17 18 20/1 540 Worwhouss Receptacles 19 20 Spam 21 22 HP' 1165 21/2 23 24 1 1165 25 26 AH 230 15/2 27 28 1 1 230 1 1 Z9 1301 1 1 1 Sub -Total 1185 1340012360118210 Total 4565 11835 - 38 Amps Connected (Highest Phan) 12119 - 38 Amps Demand (Highest Phase) Notes: I ODA WILD 120/208V 30 4W SN Lockable Brooker PANEL 'HP" SCHEDULE 10,000 AIC LOAD LOAD I SERVES OA 1 09 1 OC �B/P I CKT �B/P I , I .. I . I SOWS Ext. Bldo. Llahts 1 2361 1 120/11 1 1 2 120/11 1 1 Isom Space 3 1 4 5 6 7 8 9 10 11 12 15001 g.11iforiument Sign Exterior RecwA Sub -Total 1 23610 _10 10 115WI 9001 1 236 11500 1 900 2636 - 13 Amps Connected (Highest Phase) 2695 - 14 Amps Demand (Highest Phase) Notes: 60A MLD 120/205V 30 4W SN (3)1,1 N.40,21C (3)2.2N.6G.2C 2X SERVICEIFEEDER VOLTAGE DROP CHART Thle chart is baned on a 206 Arnp Dw m . 20M 30 Service fram UWty Xfw. to Motem Cardw/Broders. Then from 100/3(0 8M W. to Poi L1. Sulle 101(80 An"). WW TYPE AND SIZE EMI 351 Am UTLrrY XFMR. 70 WMEMY (2) Mkonrd 7WC "/WA Wire (AL) 150 1.47 .71 1 O0A Ce 'TO PAN& Ll I 7TC TW/THWN Wire 115 2.46 1.18 VD 1.47 - 0.71X 0 206V VD 2.46 - 1.la% 0 208V TOTAL VO &93 - I JWX 0 205V Chart Indlootse distance with lood as shown. Should told dWar4o exceed Is 1 clant It Is to be buMM to the att He of this Enginw. WM AN w1re Coplow unlIon Indicated otherwise. 2X SERVICEZFEEDER VOLTAGE DROP CHART This chart Is bosed an a M Arnp Dernand. 2W 30 Service from UtIlty nw. to M*W Coviter/ftealters. Then *am 100/30 SM am to Panel L3. SUM 103. and Panel L6. Sulto IWSO Amp sa.). WEE TYPE AND am RU UTILITY XnfL TO NREMY (2) 5001=M 7VC TW/nfWN WWo (AL) 150 1.47 .71 1 ODA CEI TO PANELS L3. AM LO 3 7lrC TW/rHWN Me - 65 2.21 1.06 VD 1.47 - 0.71X 0 205V VD Z21 - 1.06X 0 206Y TOTAL VD 3.W - 1.77X 0 20IF4 Chart indicates d to m wNh load a@ dw&n. Should total distance what In Indicated R Is to be Wought to the attention of 00 En~. NOTE AN w1re Ooplw unless Indicated otherwise 3X EQUIPMENT VOLTAGE DROP CHART This chort le bond on a 20 arnp okqle pole Inudcor Mad at numilmurn (16 air") 120/2M 30 Service. WOE T&E AND -SIZE EM 112 7WC "/THWN Mrs - 114 j1O 7VC 710/11IMN VAm - 8 7WC TW/THWN Me - NOTE - Two ~ is 'Woret Come. Actual mng% of Wkv when calculated from lead to food =W how the candults as run can vary from this aim LI-35,37 (2) 12,120,3/4-C SUITE 2X SERVICEIFEEDER VOLTAGE DROP CHAR This chort Is based on a 208 Arnp Dam . 20111V 30 Somloo from UtIRW Xfmr. to Mdw Cervier/Drodom Thon ftrn 100/3(0 WV Mrs. to Panel LZ Suft 102. and PoW L7. Sults 107(80 Ary" am). Aff-MEL&W-M UTILITY XFMIL 70 WREMY (2) 500=4 7IrC "/FHM Wire (AL) - 150 1.47 .71 100A CS TO PANELS L2. AND L7 2 73`C TW/TIM Wire - 90 142 1.17 VD 1.47 - O.7iX 0 2D8V VD 2.42 - 1.17X 0 208V TOTAL VD 3A9 - 1I AIN * 201111V Chart Irdcates dletance with bad as show - Should total diolance what is Indicated It lo to be kaught to the aftwedon of Oft Enginew. NOM All w1re Copper I k"ficallod otherwise. 2X SERVICEIFEEDER VOLTAGE DROP CHART Ma ~ in loosed an a 2W Amp Doonand. 2W 30 Service from Utft xfw. to metw cwtWereakers. Then frorn i0a/3(e SM om to Po L4. Sults 104, and L5 SuPA 105(80 Amps so.). WNE TYPE AND SUE UTILITY XFMIL TO WMEMY (2) 500koffM 75*C 7W/fHWN Wire (AL) 150 1.47 .71 100A CO TO PANELS L4. AND L5 3 7WC 710/111M Wire - 50 1.70 A2 VD 1.47 - 0.71X 0 20M VD 1.70 - 0.= 0 2MV TOTAL VD &17 - 1.5= * 206V Chart Ind1loatee dktonos with load as show - Should total A 11, exceed what Is InAlcoled It le to be brought to the otboffim of thle Englinew. NOTE- AN w1re Copper unless I lool- otherwin. PO WER PLAN SUITE B SUITE A SHORT CIRCUIT CALCULATIONS: MIX SERVICE 27= A_%A Q-1 I SC - I + 1.7p IM 2(2139OX206) CHANCEY PARTNERS RICK GOLLHARDT - DRAFTSMAN I SC - 153535 AIC 400A Moln Fund Disconnect 3767 CORREIA DR 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com 1 SC W 4000 0 AIC L14AZ Current 0 400A Fused dloc. W Clame T JM Fusee D.W.SMITH,M.S.,P.E.#53608 POWER PLAN SHEET OF I SC - .00000 AIC Pw L1, L2. L3. L4, L5. L6, L?, and NP FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 4 OF 6 PROJECTS ENGINEERING CONSULTANT SCALE DATE JOB NO. I hereloy certif y that I have reviewed this p(an and f ound it to be in 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 compUance with ASCE 7-16 and the Florida BuRding Code 2020 7th Edition PHONE,813-469-2289 E-MAIb dwsf 1p0eartht ink, net DO NOT SCALE 9 OCT 2020 David W. Smith, P.E. f!53609 DESIGN/DRAWN CHECKED 2021-0406 �R. I I ___ __ ___ ENG-lij, Ll<' L_1L_L_J,;CC_ #5'�608 GOL LHARDT D.W.S.,p.e. 14 GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2020 F.B.C.M. 1. AM MECHANICAL =WMENT SHALL WE PROVIDED WITH I I" CLEARANCA, A MIN. OF 4 INCHES ON SAM WE 0 SUFFICENT. 21120 FJLCAL SSM WILIA I ALL DUCT SYSTEMS INSTALLED INVON-CONDITICIEW AREAS SHALL SE CONSTRUCTED VM APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R4 RhTIN& ALL SEAMS SHALL BE IIIIIALED WITH GLASS PAS & MASTIC IOW APPROVED TAP13 THAT EXTEND NOT LESS THAN I RICH AND LAIMILED IN ACCORDANCE WITH THE UI.48% PART I FOR DUCT BOARD OR A. Ill B. PART I FOR FUM ALL CLOGURES 1110% AND INSTALLATIONS SHALL N INSTALLED AS PER 31100 PALC.M. CINITER S, 8191 M ALL THRU4041, FLOOR & CELOO PENEMTICMIl INTO THE DUCT SECTION SHALL CONTAIN A SIVACH OLM FABRICATED OF RIGIC FW"A GLASS DUCT BOAPID OR RIGID METAL AND IS SEALED TO SOM DUCT SECTION AND GRILLE INCE WALL SURIFACE. THE BRANCH DUCT SHALL N FAND. AND ATTACHED IN ACCORDANCE WITH MU OR NOWU RESPECTIVE TO THE DUCT TAPE Ulm & ALL DUCT TRUNK N DEGREE TURNS OR TEM *IALL HAVE TURNING %WM 3 PIECE OR 45 CAN BE USED IN MACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4, ALL REGWTU^ WSLIM a DIPPUSERII� MUST SE TENTED IN ACCORDANCE WITH ASIM E IK AND VOLUME DMVERS OR OTHER WE" OF $APPLY AIR ADJUSTMENT SMALL N PROVIDED IN DUCIIB OR AT EACH INDIVIDUAL IVBQWEK GrA.LE OR DIFFLISER. a An DISTRIBUTION SYSTEMS EXCEEDING 90111 8Q.FT. OWL BE TESTED, ADJUSTED. AND MLAMCED VIAI��OFTMXTATEA CURRENT CERTIFIED ORGANIZATKK (SEE EXCEPTIOM EXWI :i)BULDNGSWITHCAPACITIESOFI57ONSOR 'MAYBE TESTEDAND BALANCED BYTHE UCENSED MECK CONTRACTOR. I : S) BUILDINGS WITH CAPAaM OF SILM ffM IlI3rAREMMWn-FZ=2=SEC.S=".I DOCUMENTS SHALL REQUIRE THAT ALL HVAC MMIS BE BALANCED ZONES EXCEEDING. a AM HANDLERS PM 2000 CIPM) SHALL HAVE A SMOKE OETECTOR INSTALLED IN THE SUlftX F A 0 M 2M CHAPM IL SM WMI. WHEN TIVO AIR HANMJ30 SHAM A GOMM SUIPPLY OR RETURN"AIR DUC7" Olt IPLEMUW AND THE TOTAL CFM`8 AM GREATER THAN 2M. A SMOKE DUECTOR 94ALL BE INSTALLED IN THE SUPPLY AND RETURN AN PER FA" 21117 Wl SKU AND BE IN ACCORDANCE WITH 72 SMOKE DETECTOR TOT STATIONS WALL KNVE A TROUBLE INDICATOR LIGHT KNXTNGANYAIRDWTROUBLLNFPAODA26MOWPTMI Nam A ?Lmw CAN wr a usm AaAN OCCUPANCY WAGE OR EFORAGEAREM. AS PER. NPPA40A, Un 4ALI&I.1 7 FIRE DAMpIft SMOKE DAMPEPA, COMBINATION FIREJUMOICE DAMPERS AND CELL49 DAMPERS LOCATED WITHINAlt DUCTIll MUST BE INSTALLED BY MANUFACKIRERS SPECS. AND BE TESTED N ACCORDANCE WITH A. SK AND THE PAZX 2017 Owm S, SM 0071 ALL DAMPERS LOCATED AT cELIG Olt %FALL PENETRATKINS MUST HAVE ACCESS DOOM 70 RESET DAMPER. UNLESS THE DAmput IS IN THE orFUSER THAN IT CAN BE REWTHRU THE DffUSEX lohlMla = IN A DUCT MUST HAVE A DETECTOR WITHIN 5 ". OF TREDAMPER WITH No AIR IMM OR OUTLETS WNVEEN THEM. PORFMANDUKMDAMPOtACniATMkk&%=@NBIStTOFB"= CHAPTIM4.911C. Off"2ANDSPAU ENCWBEC SUPPORT plATF=m SHALL K CONSTRUCM IN ACCORDANCE TO FALC_M. 21117 CHAPTER S. S, FRESH AIR INTAKES SHALL NOT BE LOCATED CLOW THAN 10 FT_ FROM ANY CHIMNEY OR VINT OU OR SANITARY SIRWI VENT WMET. ALL OUTDOOR INTAKE111 AND E)IHAUSTS HAvEAvMmTiCOROPAVITYDAWENOTH&TCU)WW�VW"TIONNCrrOPERATMFrCC 20W.0011403,111 Ia. ALL E*mwmcm, SHALL a CONSTRUCTED OF METAL AND COMPLYWITH FACAI 20II&CHAPTERILS190-0111A 11. BATHROOM CONTAINING BATHTUBS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANCALLYVENTILATED. mccEp, RESIDENTIAL BATHROOM HAVING NO LEES THAN 4 PERCENTOF RAM SPACE. F.BZM. 2017 CHffinER4. SEC, 4OU 12. ALL BMW= SATHROOM@. cLowre a STORAGE ROOM SHALL HAVE LINDER CUT DOORIII ORA WTHOD FOR Wn Aa Ant To SE pWURNED WAMLTOTHE AMOUNT OF CFMIS EINAUNIND. F&CAL = CHAPTER 41. SEC. SMA I& CONDENSATE FROM ALL COMM COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN WLET TO AN APPROVED RACE OF DISPOSAL OONOEN&kTE SHALL NOT DISCHARGE BITO A STREET, ALLEY OR OTHER AWAAS 70 CAUSE A = MrAINATEAMIN. OF IV FROM EXT.WAU. CONDRMTE DRAIN LINE NOT BE LESS THAN 314 INCH OWN= AM SHALL NOT OM IN 2011 FJLCAL CHAPTER & SM W PER AUTHORrry OVER JAWLIrION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTLFTYSM 01�111VAPPROMMEANL aii urnarsrrm Dn&AumnnAmL�wAimL*mmoNDMNALAREi%SHALLMDOAATED.ABMFA�T2m=mMCHAPTM&WCLWY ALMOLIARY DRAIN PAN M;PMWW W r�%pwurv��v wu� HomAum OEpr& ar AUXILIARY DRAM PAN re INCHES AND BE A LOL S INCHES LARSERTHAN UNIT Olt COL AND HAVE SEPARATE DRAIN LINE AN ALDMIANY PAN VATHOUT SEPARATE AN SHALL BE SQUIPPEDWITHWATER LEVEL DETECTION CE4ICE FOR SHUT`OPP PRIORTO'CIVERPLOW NUALLICPANULIST140WEAMOLTHIC14 N NOMhWN= L0112WINCHES. AN PER FJLCAL 2112FOIN'TER S. M WY ALTERNATIVE 70 SEPARATE DRAM L9115A rc LEVELDIIIIECI DEVICE THATWILL. SHUT EQUIPMENT PRIORTO OVERFLOWOF I^ WATER LEVEL DETECTION DEVICE SHALL TO DRAM PAN AT A HIGHER LEM THAN THE PRIMARY DRAIN CONMECTKX CONDENSATE omw LINE CAN BE xTRAPPeD Vr Owinum anvp Am arpoRm EVERY w WiTICAL AM 7 HORIZONTAL % REPRIGERANT NVQ POR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LIIAST F.-Oft SI,IC`rION EIREMUST BE INIRLATED IN ACCORDANCE WITH ASTM ESL AS PM THE FBAR. 2= CHAPTER 3. SM W I& ALL AIR DISTRIBUTION COMPONETIll WILL SE INSTALLED IN ACCORDANCE TO 211211 FAMM. IS. F HVAC EOUIPMENT OTHER THAN SPECIFIED By 115 � I I I u I ED. rM CAPABILITIES OF STU HEAT REMOVAL MUST BE 19AW TO THE EQUIPMRIT IPECIIFIED BY THE HVAO DESIGNE111L THE HVAC DIESIGNERWILL NOT BE RESPONSIBLE FORANY SYSTEM NOT INSTALLED ADCORDINGTO PLAW OUTSIDE AIR CALCULAWN AM CATEGORY In Fr. AM CFWMM+CFMPT MIN. OACFM I OFFICE Uxy+om x= TOTAL CIA FAN SCHEDULE MM rtw I CM VaTs MW DM *Oltmaw 4 INKIAN OR NQUAL CELINGE104AUITFAN 1 10 in 41NCHIS tomminc MplonaummAWFMEQUrMWTON H.V.A.C. EQUIPMENT SCHEDULE mom 100. 41010011A LATISIT WITAL41MM Z %1OLT111 M" MW SINAI= cm GAO= %040 17.011111 114lu =&" IS " .--- Wr uW Sm ATIV SMOM cmmw IN CIJ~ - 20 CONDE"TO =wm a# V "up UMM AM Q0 W WOON ARM VERTICAL A14U MAIL M PROV" le AU ARM" �Wa"llm umwr" summ W ~ USE) Cowan" ca" Wa 10 = Wom= WN flu low emir X~ um3w"M� If am - CA" 00" 0%0 = mom rpma,f rM ac".0 "" r MR& MW mm�ftm C.OND"Wa UW MOUN"We DETAL M I hereloy certif y that I have compliance with ASCE 7-16 and reviewed this p�an and f ound it to the F�oricla Bul(cling Code 2020 7th David W, Smith, P.E. HVAC CHANCEY PARTNERS 3767 CORREIA DR ZEPHYRHILLS, FLORIDA D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY FLORIDA 33525 PHOND813-469-2289 E-MAID 6sf[pe@earthllnk,net �RDT - DRAFTSMAN -3651 pabayrr.com SCALE DATE DO NOT SCALE 9 OCT 2020 DESIGN/DRAWN CHECKED G0LLllARDT D. W. S., p. e. F_Nf�f_� �_P 1_1('E_NCF 453608 — — --- -- - - L- -- I I I -- - - - -- -- - --L- -j- I --- - - - -� _-LL- - I - 1 ! L-L I I I I --L-- - I - - - i I I --- I - It -- -- I SUITE A LIFE SAFETY PLAN IV NOTE: -Aj IS LIFE SAFETY PLAN TO COMPLY WITH 2020 FLORIDA f-,IREt.PR1 'NTION CODE 7TH EDITION 1, CONTRACTOR TO PROVIDE SIGN DESIGNING FRIAE., CON TR' r?�ION OF ROOF PER FAC 69A-3/012 (6) W;;� k 2. CONTRACTOR TO PROVIDE TACTILE SIGNS AS PEkj NF"FiA'-'-1(M.1413 3. CONTRACTOR TO PROVIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1:18.2.2,1 LINE OF EXIT AND DIRECTION FIRE EXTINGUISHERS SYMBOLS TYPE ABC FIRE EXTINGUISHER W/MIN 2A)20B,C RATING INSTALL WHERE INDICATED TYPE ABC FIRE EXTINGUISHER W/MIN 2A)10B)C RATING INSTALL WHERE INDICATED CHANCEY PARTNERS RICK GOLLHARDT — DRAFTSMAN 3767 CORREIA DR 813-781-3651 ZEPHYRHILLS, FLORIDA rgollhardt@tampabay.rr.com D.W.SMITH.M.S.Y.E.#53608 FIRE SAFETY PLAN I SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DR I VE—DADE C I TY, FLOR I DA 33525 SCALE PHONE: 813-469-2289 E-MAIL: dwsf(p0earthlinknet DO NOT SCALE DESIGN/DRAWN [-Nt�!�-17R Lff'F[,!Cf �-68 R. GOLLHARDT I hereloy certif y that I have reviewed this plan and f ound it to loe in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P.E. #53608 DATE 9 OCT 2020 CHECKED D. W--. -S., p. 6 OF 6 JOB NO. 2021-0406