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Home My WebLink About3708 Copeland DrHIGH HAZARD GROUP H BUSINESS GROUP B CODES: FLORIDA BUILDING CODE 6TH EDITI❑N 2017 C❑NSTRUCTI❑N TYPE1 5-b BUILDING CODE REQUIREMENTS FOR REINF❑RCED CONCRETE (ACI 318-11) SPECIFICATI❑NS FOR STRUCTURAL CONCRETE BUILDINGS (ACI 301) BUILDING CODE REQUIREMENTS FOR MASONRY STURCTURES (ACI 530-11) NATI❑NAL DESIGN SPECIFICATI❑NS FOR WOOD C❑NSTRUCTI❑N, LATEST EDITI❑N APA PLYWOOD DESIGN SPECIFICATI❑N GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL PERFORM THEIR WORK IN ACCORDANCE WITH ALL APPLICABLE CODES G❑VERNING EACH TRADE, x JOB DESCRIPTI❑N: EXISTING WAREHOUSE ENCLOSE FRONT AND BACK AREAS NEW ENCLOSED WAREHOUSE WITH ❑EEICE) RESTR❑❑M AND STORAGE EXISTING SIDE ELEVATIONS gLjvrr:q,=x:i"�: y _ I-ltC ,7 •. �� see• "'/i_®d°i44 • i • a.r ELEVATION I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P.E. #53608 EXISTING METAL PANELS EXISTING 8" STEEL PURLIN FOR ATTACHMENT OF METAL PANED EXISTING MAIN FRAME C❑LUG (TYPIC EXISTING METAL PANELS EXISTING 8" STEEL PURLIN FOR ATTACHMENT ❑F METAL PANELS EXISTING MAIN FRAME COLUMNS (TYPICAL) I [I] EXISTING METAL PANELS XISTING 8" STEEL PURLIN FOR ATTACHMENT OF METAL PANELS STING MAIN FRAME COLUMNS PICAL) FLOOR PLJ-N EXISTING *%�� too � 4 • %rA,-- • D� ELEVATION I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P.E. #53608 UL263 GYPSUM BOARD- For exterior walls, 5/8" in thick, Applied vertically with joints between multilayers with 1 in, long Type S-12 self -drilling self -tapping 4 ft wide exterior gypsum sheathing bearing the UL classification as to Fire Resistance, staggered, For 1 Hr Rating -one layer of gypsum sheathing fastened to steel wall panels bugle head steel screws spaced 12" in O,C, 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. FI14TN E WA LL D""ETAIL 5/8" TYPE X GYPSUM BOARD FULL HEIGHT, EACH SIDE OF STUD 1 HOUR FIRE RESISTIVE WALL - U.L. DESIGN #U419 SPRAY FOAM INSULATI❑N (ICYNENE) CEILING MIN R-38 E E EXISTING "C" CHANNEL SPRAY FOAM INSULATI❑N (ICYNENE) WALLS MIN R-19 6" METAL STUD 112" GYPSUM WALLBOARD ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7" D.C. MAX EXISTING CONCRETE SLAB TYLIPICAL WALL SECTION EXISTING 8" STEEL PURLINS WITH METAL EXTERI❑R SIDING cis 3068 12'X10' ROLL UP DR 6,_7" a WAREHOUSE ci _1f_ " 6" METAL STUD WITH 1 HR FIRE SEPERATI❑N fZ� (2) 3080 STEEL DR 3- a 3-0 0 34'-7" 3-0/ a i AREA FOR ❑F-F-ICE RESTR❑❑M __�% STORAGE 1. 7'-6" 30" CONCRETE BLOCK 00 KNEE WALL 3068 0 SH34 SH34 L V-3 'z, � I L�)- f k (_� S ( A. -A c-� ( ) Z' L, iA— C-fzJTJVJ_) `e. ,�� •��G N��r •,�,is, 6" STEEL STUDS _@ 24" D.C. lallm I W!"lillIll I'M, I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, PEE, #53608 1'-10 I Ia E-3`—i 8"X6" "I" BEAM WELDED TO 6"X8"XI/8" STEEL BASE PLATE 6"X8"X1/8" STEEL BASE PLATE WITH (4) 7/8" HOLES FOR 3/4"X4" WEDGE ANCHORS (4) BASE PLATE DETAIL WELD 6X8X1/8 BASE PLATE TO ROOF BEAM TO ATTACHMENT OF 8X6 "I" BEAM (TYPICAL) 8" PURLIN FASTEN TO WITH #14 TEC SCREWS ATTACHMENT (TYPICAL) 12'X10' ROLL UP DR 3068 I 6"X8"X1/8" STEEL BASE PLATE REAR VIEW WITH (4) 7/8" HOLES FOR 3/4"X4" WEDGE ANCHORS (4) (TYPICAL) "I" BEAM (4) PER ft 1'-10" 1'-10" 1'-10 NEE WALL i i i K /NE/ E . W. A L 0'-5" 3'-3" � 10'-6" ►1 1-10"--� FRONT VIEW BAH R' S PROPANE GAS & A/C COPELAND ROAD ZEPHYRHILLS, FLORIDA D.W. SMITH ,M.S.,P.E.#53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE,813-469-2289 FAX,352-521-0867 E-MAID dwsflpe2earthlink, net 1'-10" 1'-10" RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgollhardt@tampaba,y.rr.com DETAILS SHEET OF 4OF9 JOB NO, 2018-50 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P.E. #53608 ENGINEER LICENCE #53608 SCALE DO NOT SCALE DESIGN/DRAWN R. GOLLHARDT 9 AUG 2018 CHECKED DWS,PE DOWEL NOTE: ® INDICATES 1—#5 REBAR IN FILLED CELL FROM F❑❑TING TO LENTAL LOCATED AT EACH SIDE OF ALL WIND❑WS AND DOOR ❑PENINGS, 6' ❑C MAXIMUM ❑THERWISE. SEE F❑❑TING DETAIL 'U5 ❑R #6 REBAR MIN EMBEDMENT ❑WELS @ ALL WIND❑W & DOOR LL OTHERS @ MIN 25" ❑ND DOWEL TO CONCRETE W/ IMPSON SET EPDXY ER SIMPSON INSTRUCTIONS ATED 6200# TENSI❑N /4" DIA HOLE x 6" DEEP FOR JSTALLATI❑N OF DOWEL LEAN HOLE AFTER DRILLING LOW OUT DUST W/ ❑IL FREE OMPRESSED AIR 6" L❑CATIONS INSTALLATI❑N INSTRUCTIONS: INSTALL DOWEL PER SIMPSON STR❑NG-TIE INSTRUCTI❑NS FOR EP❑XY-TIE SET, 1, DRILL 3/4" DIA X 6" DEEP HOLE 2, CLEAN THE HOLE -REMOVE DUST FROM HOLE WITH ❑IL FREE COMPRESSED AIR, CLEAN WITH NYLON BRUSH AND BLOW OUT REMAINING DUST, 3, FILL HOLE HALF TO 2/3 FULL WITH SIMPS❑N-SET EPDXY STARTING FROM BOTTOM OF HOLE TO PREVENT AIR POCKETS WITHDRAW NOZZLE AS HOLE FILLS UP, 4, INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL REACHES BOTTOM OF HOLE 5, ALLOW TO CURE 20 HRS FOR MAS, STRENGTH, Epoxy -Tie SET epoxy is a two -component, low odor, 1:1 ratio, 100% solids epoxy -based adhesive for use as a high strength, non -shrink anchor groutin material, Resin and hardener are dispensed and mixed simultaneously Yhrough the mixing nozzle, SET meets the ASTM C-881 specif ication f or Type I, II, IV and V, Grade 3, Class B and C, APPLICATI❑NSurfaces to receive epoxy must be clean, For installations in or through standing water, see Adhesive Anchors Application Guidelines for details, The base Material temperature must be 40° F or above at the time of installation, For best results, material should be 70° - 80° F at the time of application, Cartridges should not be immersed in water to facilitate warming, o warm cold material, the cartridges should be stored in a warm, uniformly heated ar a or forage ont finer for a suf icient dim tQ alto e oxy to warm completely, Mixed ma€eriaL in nozzle can arden in e5-7 minues a� a temperature of 40 F or above. INSTALLATION DETAIL #T" BEAM FOR ATTACHMENT OF PURLINS EW 8"X32" CONCRETE BLOCK WALL 'ITH 6" STEEL STUD WALL ATTACHED ❑ TOP OF BLOCK PURLIN FOR ATTACHMENT OF METAL PANELS L_�CISTING C❑NCRETE F❑❑TER n EXISTING CONCRETE F❑❑TER 6'-3 -8" U (1) #5 VERTICAL REBAR DOWEL IN F❑❑TER —10'-2 --- 00 .0 —10'-7# 41 8" LINTEL BLOCK WITH (1) #5 REBAR ``e��tti�eee>i r�IV �O I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P,E, #53608 CRIPPLE ABOVE ( ATTACH TR HEADER STUD (2) #10-16 ® 2 I SIDE VIEW FRAMING DETAIL FRONT VIEW FRAMING DETAIL K HDSC HEADER BRACKET. MEMBER SIZE AS REQ'D PER DESIGN. WITH (4) #10-16 SCREWS TO HEAD AND (4) #10-16 SCREWS TO JAMB NOTE: 362 = 3-1/2" LONG 400 = 3-7/8" LONG 600 = 5-7/8" LONG 800 = 7-7/8" LONG HDSC300 = 3-1/16" DEEP HDSC350 = 3-9/16" DEEP MILS: -33, -68, -97 (1) #10-16 SCREW TYP. EACH FLANGE ClarkDietrich BUILDING SYSI S—SERIES CUP WITH SCREW! STUD AS REQ'D BY DESIGN FASTENED TO CONCRETE AS RI BY DE CONCRETE SLAB BY OTHERS \ TYPICAL WALL STUD TYPICAL TRACK W/(1) #10-16 SCREW PER STUD FLANGE BOTTOM PLATE TO CONCRETE SLAB CONNECTION REAR VIEW FRAMING DETAIL CORNER FRAMING (1) #10-16 SCREW ® EACH FLANGE HEADER DETAIL (1) #10-16 SCREW ® EACH STUD OR CLIP ANGLES FLANGE AS REQUIRED FOR STUD CONNECTION ClarkDietrich MC" Series CUP e 1/4" THICK (A36) STIFFENING PLATE (PROVIDED WITH "MC" Series CUP) e� .e e' ClarkDietrich MOMENT CLIP MC SERIES (WITH PROVIDED 1/4" STIFFENING PLATE) W/ SCREWS TO STUD }"Xj TAPCONS TYPICAL PER STUD TO KNEE WALL (4) #10-16 FX� SCREW O EACH : FLANGE °un'i�aia"�"� .�rWR IM mat 0XIMM AM wc L MOM O mio• ua emn a �inmi ea mom Fy STUD PER SECTION TYPICAL TRACK (1) #10-16 SCREW ® EACH FLANGE INTERSECTION FRAMING WALL FRAMING TYPICAL STUD LAYOUT AT ``e�11 WALL INTERSECTIONS \�N� �IELToN S ✓' BOTTOM PLATE TO KNEE WALL CONNECTION I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 SINK 0 iii�� PALM PLUMBINGi ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR, THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3" VENT STACK PIPE WILL BE VENTED THROUGH THE ROOF, IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE C❑DES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, � � I ALL FIXTURE L❑CATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT L❑CATION, PLUMBING DRAIN LINES ARE NOT A STRUCTURAL PART OF DRAWINGS AND MAY VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER OF RECORD, VTR 4" C.0. CONNECT T SEWER LINE ,1 5w�l _A I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P,E, #53608 ELECTRICAL SPECIFICATION: 1, ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF N,E,C, AND ALL LOCAL CODES AND ORDINANCES, 2, IT EEIS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, COMPLETETELECTRI❑CALRSYSTEMI AND PROVIDE ALL NECESSARY INSTALL ALL COMPONENTS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER, 3, ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' LABEL WHERE APPLICABLE, 4, ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTABLE OF THIS SYSTEM BY THE OWNER MUST BE A CONDITION OF THE SUB CONTRACT, 5, ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGESSS OF CONSTRUCTION, 6, ELECTRICAL CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE, 7, CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY, 8. ELECTRICAL CONTRACTOR TO PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTING CONNECTED WITH HIS WORK, 9, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING UNLESS OTHERWISE NOTED SMALLERDMAYOBE SOE D BALLOTHOSEW#8HAND LARGER TOSBEASTRANDED, CONTRACTOSASHALL INCREASE CONDUIT SIZE BY ONE (1) FOR EVERY 75 FEET OF RUN AND SHALL BE RESPONSIBLE FOR INSTALLATION OF PROPER WIRE AND CONDUIT SIZE. 10, ALL UNDERGROUND RACEWAYS SHALL BE GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC, ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES, 11, OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALUMINUM WITH THREADED AREAS, ALLT BOXES SHALL BEI❑RECESSEDB (FLUSH) INI WALLS SOR UCEILING WHEONEVERC POSSIBLE, 12, DISCONNECTS SWITCHES SHALL BE H,P, RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE, ENCLOSURES SHALL BE AS REQUIRED BY N,E,C, AND LOCATION (WEATHERPROOF, EXPLOS❑N PROOF, ETC,), 13, ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PORDUCT OF A SINGLE REQUIRED UDEVICES COLOR OF FIXTURES ACOLOR RAND STYLE BE DICTATED BY OWNER ALL OTHER 14, ALL RACEWAYS AND PIPES, SPACED IN OR THROUGH ANY CONCRETE SLAB, SHALL BE SPACED A MINIMUM OF THREE TIMES THE DIAMETER OF THE LARGEST RACEWAY, 15, ALL ELECTRICAL RACEWAYS (METALLIC AND NON-METALLIC) AND CONDUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR SIZED IN ACCORDANCE WITH THE LATEST EDITION OF N,E,C, 16, LOAD DATA IS BASED ON INFORMATION GIVEN ENGINER AT THE TIME OF DESIGN, VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING, 17, CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES, THE ELECTRICAL CONTRACTOR IS TO PR❑VIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS, 18, FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTION OF AIR CONDITIONING SYSTEM AS SHOWN ON PLANS, ELECTRICAL CONTRACTOR SHALL VERIFY AND C❑ORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF REQUIRED CONTROLS, 19, ALL SWITCH GEAR SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER SYSTEM DESIGN IS BASED ON WESTINGH❑USE/CHALLANGER, HOWEVER, COMPARABLE EQUIPMENT BY SQUARE 'D", GE, AND ITE WILL BE ACCEPTABLE, TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED, 20, ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE, WHERE RIDIG STEEL IS USED IT SHALL BE COMPLETELY COATED WITH AN ALKAKI AND RUST -RESISTANT BITUMASTIC PAINT, KIPPER N❑,#50 AND THE THREADS SHALL BE COATED WITH ZINC CHROMATE, 21, THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT RELATED WORKKRWITHCTHETUTILITY COMPANY'S RESN� S BIL CONTRACTOR ES TO ❑MEET THE OWNER'S SCHEDULE, 22, ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY MAXIMUM NUMBER OF 120 VOLT CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6), ELECTRICAL CONTRACTOR SHALL STRICTLY CONFORM TO THE N,E,C, REQUIREMENTS OF RATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL, 23, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILING, SLABS, ETC,, PENETRATION SEALS SHALL BE PER U,L, ASSEMBLY STANDARDS, 24, LOCAL POWER COMPANY SHALL PROVIDE ELECTRICAL SERVICE C❑NNECTI❑N AND VERIFICATION OF SAID SERVICE L❑CATION. 25, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY THE LOCATION OF THE TRANSFORMER PROVIDED BY THE LOCAL POWER COMPANY AND POINT OF SAID CONNECTION PRIOR TO SUBMITTING THEIR BID, 26, SMOKE DETECTORS SHALL HAVE ELECTRICAL INTERLOCK PER SECTION 9052 F,B,C,, SO THAT IF ONE DETECTOR IS TRIGGERED ALL OTHER SMOKE DETECTORS ARE ACTIVATED, 27, NO ELECTRICAL SHALL BE BACKED UP (IF APPICABLE) IN ANY FIREWALLS, DETECTOR IS TRIGGERED ALL OTHER SMOKE DETECTORS ARE ACTIVATED, 28, ALL RECEPTACLES LOCATED IN BEDROOMS TO HAVE ARC FAULT CURRENT INTERRUPTERS, 29, THE ELECTRICAL CONTRACTOR SHALL INSTALL BOTH THE ELECTRODE GROUNDING CONDUCTOR TO THE C❑ljD WATER PIPE AND THE ELECTRODE GROUND CONDUCTOR TO THE CONCRETE F❑❑TER PER NFPA 70 ARTICLE 250-81C, AND ALL LOCAL CODES AND REGULATIONS. 30, CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: NEUTRAL - WHITE ABC TOP PHASE A - BLACK LEF`f TO RIGHT, FRONT GR❑UNDBC❑NREDGREEN TO BACK 31, THE OWNER RESERVESTHERIGHT TO DRAW THE DRAWINGS FROM TIMETOTTO TIME( TO INDICATE H �N% IfflEkI SER E ,qI R�VA G�ST p, CSU AL LRNNYH L RN G AV RAW N I VE A AD TI� ❑ DEDUC I N❑ FIC AMOUNT OF MONEY TO THE CONTRACT PRICE, THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITH❑UT PRIOR WRITTEN APPROVAL BY THE OWNER OF THE COST OF THE REVISED WORK, 32, IF ELECTRICAL CONTRACTOR, HAS QUESTIONS, OR IN THEIR OPINION FIND ❑MISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS IT IS THERE RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ENGINEER/❑WNE� IMMEDIATELY, EQUIPMENT C❑NNECTI❑N NOTES: 1, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT SUPPLIER FOR EXACT REQUIREMENTS AND/OR EQUIPMENT TO BE INSTALLED, PRIOR TO R❑UGH-IN, VERIFY L❑CATION, CONNECTION PINT AND MOUNTING HEIGHTS, CONTACT ENGINEER FOR DIRECTIVES IF CONFLICT OCCURS, ELECTRICAL CONTRACTOR SHALL MAKE ALL CONNECTIONS REQUIRED AND ENSURE PROPER OPERATION OF EQUIPMENT, THE SCHEDULE IS INFORMAI❑N ONLY, VERIFY ALL INFORMATION WITH SUPPLIER'S PLANS, 2, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PR❑VIDE CORRECT, ACCURATE ELECTRICAL SERVICE TO ALL LIGHTING AND POWER CIRCUITRY, INCLUDING FEEDERS TO UTILITY AND LOCAL TRANSFORMERS, AND ALL SWITCHES AND PANELB❑ARDS, CONTRACTORS SHALL BE RESPONSIBLE FOR SHORT CIRCUIT AND VOLTAGE DROP MAKE NECESSARY FIELD CHANGES BASED ON THESE CALULATI❑NS, CONTACT ENGINEER IMMEDIATELY WHERE THERE IS A CHANGE TO THE CONSTRUCTION DOCUMENTS, ELECTRICAL FIXTURE SCHEDULE LIGHTING POWER SYMBOL DESCRIPTION SYMBOL DESCRIPTION CEILING MOUNTED 120V DUPLEX RECEPTACLE -' LIGHT FIXTURE MOUNTED 18' AFF WALL MOUNTED „GFI 120V DUPLEX RECEPTACLE LIGHT FIXTURE P GROUND TINTERRUPTER FAULT P EXTERIOR N HGIR(EA OUAFF RECEPTACLE MNTDUPLEX' Z{ FXTUEEWTHER) 842 WP LIGHTING �},GFI 842 120V DUPLEX RECEPTACLE MOUNTED 42' AFF FIXTURE(WEATHER) GROUND FAULT INTERRUPTER EXTERIOR WALL MOUNTED 120V DUPLEX RECEPTACLE WALLPAK LIGHTING FIXTURE AFI MOUNTED 18' AFF FAULT INTERRUPTER (WEATHER) ARC 250W, METAL HALIDE LOBAY ENDURALUME V 240V RECEPTACLE OREQUAL MOUNTED 18' AFF EMERGENCY LIGHTING RECHARGABLE BATTERY BATHROOM EXHAUST FAN CEILING MOUNTED FEED FROM LIGHT CKT, EMERGENCY LIGHTING BATHROOM EXHAUST FAN RECHARGABLE BATTERY w/LIGHT FIXTURE FEED FROM LIGHT CKT, EXIT EXIT EXIT EXIT LIGHTING w/❑PT DIRECTIONAL SYMBOL ® ELECTRICAL PANEL A� L T LOCATION EXIT CH LIGHTSWITCH TELEPHONE TERIMAL CABINET AFF 3 TWO-WAY LIGHTSWITCH ® CEILING MOUNTED FL❑URSCENT LIGHT FIXTURE MOUNTED 42' AFF Ar-� 1;5=L c�f"jT►'-��-5� S7 � 1�.t� -�;� i2.19 ►� �ti: i �-'S7'I'" �' / 25' 5, �x%%111l1111 E L 7- °° ��,• • •� C ENS'•. • 08 i I 00 'Vt;j%A L ELECTRICAL RICK GOLLHARDT - DRAFTSMAN 813-781-3651 rgolliordt@tampaba-y.rr.com I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 6th Edition 2017 David W, Smith, P,E, #53608 #53608 D.W.SMITH,M.S.,P.E.#53608 LIGHTING FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE PHONE, 352-521-0865 FAX, 352-521-0867 E-MAIL, dwsf Ipeeearthl Ink. net DO NOT SCAT DESIGN/DRAWN R. GOLLHARE 29 AUG 2018 CHECKED D.W.S. SHEET OF 8OF9 JOB NO. 2018-50 L4"JIM.I04,WLLI L. IWL 114LLL ARMI..Wvf MA VWII _ L ■ ---41.�,� ••"••� OCCUPANCY LEAD CALC: FBC TABLE 100411 NO ROOM USE AREA NET SF:UN❑ SE/❑CC OCCUPANT LOAD 100 WAREHOUSE 1250 500 GROSS 2.5 101 ❑FFICE 1 300 100 GROSS 3 102 STORAGE 625 300 GROSS 2 103 RESTR❑❑M TOTAL OCCUPANCY LOAD CALCULATI❑NS 7.5 HIGH HAZARD GROUP H BUSINESS GROUP B NOTE: FIRE EXTINGISHER MODEL 10MB-8H BADGER 101la MULTI PURPOSE ABC OR EQUIL, FE FIRE EXTINGUISHER EMERGENCY LIGHTING RECHARGABLE BATTERY FEED FROM LIGHT CKT. EXIT EXIT LIGHTS EGRESS LIGHT W/SELF-CONTAINED BATTERY PACK (CONN. AHEAD OF LOCAL LTG. CKT.) -TYPICAL I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, RE, #53608 �F-Lrp1'�JJ \Q r•errrrr V �� • r � �.s � Are 4*6 F 1_�__'E SAFETY PL_�,,tV- IT BAHR'S PROPANE GAS & A/C COPELAND ROAD ZEPHYRHILLS, FLORIDA CA � �;�� 1t �� D.W. SMITH, M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 ENGINEER LICENCE # PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525 PHONE:813-469-2289 FAX,352-521-0867 E-MAIL; dwsfIpe2earthIink.net RICK GOLLHARDT - DRAFTSMAN 813- 781- 3651 rgollhardt@tta,npabay. rr. com SAFETY PLAN SHEET OF 9 OF 9 SCALE DATE JOB gyp. DO NOT SCALE 29 AUG 2018 2018 1 50 DESIGN/DRAWN CHECKED R. GOLLHARDT DWS,PE I 6v 1 Cc'' t