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HomeMy WebLinkAbout38122 North AveGENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE 6TH EDITION ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOOR: LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 P.S.F. ROOF: LIVE LOAD - 20 P.S.F. DEAD LOAD - 10 P.S.F. WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA BUILDING CODE 6TH ADDITION SECTION 1609 WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +!- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET SOIL BEARING & COMPACTION COMPONENT & CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +32.3i-35.3 2 -65.7 +32.3/-56.2 3 -110.6 +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-47.2 THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGiNEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SiTE NOR PERFORMING ANY SOIL TESTING. ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISiBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED T. ERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." BUILDING DATA - IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING & COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SO. FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. USE AND OCCUPANCY. - LOW HAZARD FACTORY INDI.'STPI.A.L GROUP F2 REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. TOTAL AREA 5400 SO. - . 1A,AREHOUSE PER TABLE 1004. 1.2 500 GROSS e 11 PEOPLE TYPE CONSTRUCTION: 1 I B FIRE PROTECTION: NON SPRINKLED PLUMBING PER 2017 FLORIDA BUILDING CODE PLUMBING 6TH EDITION CHAPTER 4, TABLE 403.1. (352) 521-5848 T, L. HANSON 4 4ee0CIATEe/ INC;, CONSULTING ENGINEERS ENGINEERING IBUSINESS NO, EE35830 Post Office Box 1128 Dade City, Florida 3352�o THOMAS L. HANSON, PE 38654 K & K GLASS INC ZEPHYRHILLS. FLORIDA SITE LOCATION MAP 6TH EDITION FLORIDA FIRE PREVENTION 6TH EDITION 2017 FLORIDA BUILDING CODE 6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE 6TH EDITION 2017 FLORIDA ENERGY CONSERVATION CODE 6TH EDITION 2017 FLORIDA MECHANICAL CODE 6TH EDITION 2017 FLORIDA PLUMBING CODE 2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS) 2014 NATIONAL ELECTRICAL CODE (NFPA 70) CONTRACTOR TO PROVIDE TACTICAL SIGNS AS PER NFPA 1:14.14.1.3 CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF ROOF CONSTRUCTION PER. FAC 6QA-3/012 (6) BUILDING HAS STEEL ROOF SYSTEM LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED CONTRACTOR TO PROVIDE UL 1037 APPROVED ACCESS BOX PER NFPA 1:18.2.2.1 RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL MINIMUM 60" ABOVE FINISH FLOOR INTERIOR FINISHES TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'` �. SPRINKLERED' CROUP _ Interior exit stairways and ramps and exit passageways'' ,a- s - - - a-4, A-5 B Corridors and i enclosure for exit ! access stairways and ramps NONSPRINKLERED Corridors and !i Rooms and enctosure for exit enclosed ! access stairways I and ramps spaces` I Rooms and j enclosed I I spaces` I I Interior exit stairways antd ramps and cell passageways'' c :� B C A' B° - B C A -- A° C h. F', M. R-1 R-4 B C C _ C A A 1 B B C B B C 1' C C C s C c C I A r l — 1-3 1-1 I B B A B c F-- B Ai —! - -B I B B -- A---, B A B I Fib., I A C A I' B.-_A — A B -R-z — -C— I C C C C- i C B —� 8 C R-3 C C I C B C C S C I' B C �- -- -- - -- - --- - -- No resmcnons No restrictions i For SI; I inch = 25.4 ntm, I square foot = 0.002c rn a. Class C interior finish materials shall be pennitt•_d fur �camscwdng u- pan.lier of not more than 1.000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible bale and fireblocked as required by Section 803.13.1. b. in, ?. - Ciroup 1-3 occupancies in buildings less that. three stories above grade plane. Class B interior finish for nonsprinklered buildings and Clans C int, r. for sprirtklered buildings shall be pear iced it interior exit stairways and ramps. c. Rc•,,.:, r rooms and enclosed space,, shall he bated apon ,paces encioned by parbtiuus. Where a fire-resi�iance rating is required for .structural i sing partitions shall extend from the floor to tae ceiling.. Partitions that do not comply with thi; shall lie considered enclosing spaces and the sides shall be cousidered one. In determining the applicable requirement, for rooms and crclosed spaces, the specific occupancy m n t'actor regardless of the group classification of the building or structure. d. L: 1, ,d A-3 occupancies shall not be less than Class B materials. e. (' . !: n r. :i -rill be permitted in pl: ces of assembly with an occupant load of' N) persons or less. f. F - <!ous is, wood used for ornamental purposes, trusses, paneling o- chancel furnishing shall be permitted. req1111C,1 . i,ere the building exceeds two stories. u rash materials shall be pennitted in administrative spaces. >, < "17 !lnish materials shall be permi-.ted in Torun% with a capacity of four persons or less. j. Class B materials shall be permitted as wainscotting extending not more than -18 inches above the finished floor in corridors and exit access stairways and ramps. k. Finish materials as provided for in other sections of this erode. L Applies when protected by an automatic sprinxler system installed in accordance with Section 903.3.1.1 or 903.3.13. Ftzv;x k.A n: I d 3 BUILDING DESIGNS 13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 OFFICE 352-523-2077 PLAN INDEX: SHEET B 1 : BUILDING FLOOR PLAN SHEET B 2: EXTERIOR ELEVATIONS SHEET B 3: EXTERIOR ELEVATIONS SHEET S 1 : FOUNDATION PLAN FOOTING DETAILS SHEET S 2 -. BUILDING CUT SECTION DETAIL LOADING DOCK CUT SECTION DETAIL LOADING DOCK STAIR DETAIL LOADING DOCK WALL SECTION DETAIL SHEET P 1 : SANITARY PLAN WATER LINE PLAN FIXTURE DETAILS PLUMBING SCHEDULE SHEET E1 : POWER & LIGHTING PLAN SHEET E2 : ELECTRICAL NOTES RISER DIAGRAM ELECTRICAL SYMBOLS PANEL SCHEDULE LOAD CALCULATIONS SHEET E3 : LIFE SAFETY PLAN SHEET E4 : PHOTOMETRIC PLAN 9bbby2.t/ Eft � ,4RfGAy ENGINEERING INC:. structural engineers IS58 E, Edgewood Drive, Lakeland F 133803 Phone 863-688-6500 Fax 86340884055-7 f State of Florida Certificate of Authorization M E56341 Richard L Kiddey P,E, - Florida License # 312S& 1�o I r ARKAY JOB ;r 19064 1 APPROVED PRODUCT LIST STATE OF FL. PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL# EXTERIOR DOORS STEEL DOOR CECO DOOR FL 107231.1 EXTERIOR DOORS ROLL UP GARAGE 97TO 167 OVER HEAD DOOR CO FL 5684.3 GLASS STORE FRONT AND WINDOWS. K&K GLASS TO PROVIDE FLORIDA APPROVAL NUMBERS STEEL WALL SIDING AND STEEL ROOF DECK. STEEL BUILDING COMPANY TO PROVIDE FLORIDA APPROVAL NUMBERS cn, n" 4" A' -1 n" 4" TOP OF LOADING DOCK AT THIS FLOOR AREA 48" -- - -- ---- ---- --- ---- --- -- - - --- - ---- --- ------------ ---- -- --- -- ---- ---- --- ---- ---- --- ---- --- ---- - - - -- - -- --- -- ---- --- ---- --- ---- ---- --- II II SEE LOADING DOCK BLOCK WALL DETAIL ON SHEET S-2 FOR WALL AND FOOTING DETAILS " II 2" PIPE IN SLAB OVER TO CENTER I OF BLOCK WALL THEN VERTICALu � TO DRAIN ON PARKING LOT " 00 SUMP PUMP DRAIN o WITH STEEL GRATE N. SLOPE CONCRETE TO SUMP PUMP co M I 48" HIGH DOCK 1720" LENGTH = 0.0667 X 100 = 7 % SLOPE I I 0' 3' " I FORMED CONCRETE STAIRS WITH O 7 RISERS @ 6 7/8" WITH 11- TREADS O UP TO CONCRETE OR ASPHALT LOT c� N cl RAILING AT ONE SIDE OF STAIRS 108' 0" o OUTSIDE OF CONCRETE 0 20' 0" 14' 0" 3' 4" 12' 8" 12' 0" 18' 0" 12' 0" 10' 8" 3' 4" 4' 0" 12' 0" 6' 0" Fill LHi O O O A❑ e o e o . A❑ e . e 0 0 o PREP OPENING FOR FUTURE 0 0 PREP OPENING FOR FUTURE 0 0 12'0"X14" ROLL UP DOOR o 0 12'O"X14" ROLL UP DOOR o 0 1000 M#5 M -------- VERTICAL RODS FROM FOOTINGS TO BOND , 7' S" BEAM AT TOP OF WALL WITH CELLS POURED SOLID WITH MINIMUM 2500 PSI CONCRETE. _ = o a X RNERS AND AT 3 AT EACH OND i!) RESTROOM FU0�:7 EACH SIDEOFOPENINGS AS SPACED o ��JOF MAXIMUM 4'0" OC I ya fV W J ❑ I I I u-> J J � J _ WUoUUD g O �C. LU o I m W o� MEASUREMENTS OF RESTROOM I UJ oO U X T ARE FROM DRYWALL TO DRYWALL LL �0W c, Cn ILL Qz a N O O Z O W W J — y��- a. I <.,?cnz0i I i I o�I I EI co I ( o e - o o 1 1 1 I I I ee ��o<x I 1 1 I I �WO 0 I I I W 8 ��� F-Z) �� -n- I W i I W u�iNWJ W U Z� LL� O mg FPILL OtoW mw, l u )zO W in o oO I I I I 0 I H ~taiQOLL� O 3x3 I I O hoz ��O�U0 Lli F- � NZ(nZFF- I�IN, I I I • • I 00 I� I I I ..________—_____--__—_____—___________________—__—_—_—_—_—__—__—_---_—__—_—_—_—_—_—_—_—_ _—________." I _ _= O Q M H U O I ' I I co .W�O cn F J O F J d � u- N W J J Q = Q Y > Y U) U LL O= O= W OF W co © I I I ( o0 1--u <oLLm U ��WCD af o O Z �EE0pUO V F�JZCL NZCnZ�F A - .. M I I I a oo aoM11 00 00 o o 0 0 0 0 0 0 0 0*1111 Oil ❑ o o e e . . o 0 o o 0 0 I © a I 30, 0" 12' 0" 18' 0" 12' 0" 180" 12' 0" 60" ol 27' 0" 2710" 27' 0" I 27' 0" Ir 3' 4" 14 13' 4" 3' 4" 714 108, 0" SEE STEEL BUILDING PLANS TO VERIFY COLUMN AND BOLT LOCATIONS. ENGINEER OF RECORD HAS SIZED FOOTING PADS BASED ON THERE REACTION CALCULATIONS. ENGINEER WILL CHECK STEEL BUILDING COMPANY REACTIONS TO DETERMINED IF FOOTINGS ARE ADEQUATE ONCE CONTRACTORS CHOSE STEEL BUILDING COMPANY OUTSIDE OF CONCRETE FLOOR PLAN 1 /411 = 1' O" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 4 0 ■ A (M U CV l M z "' Q H-I ❑_ n° J ILLr` _ il— U) U C) r� (y) (D ❑ N 04 07 W ❑ Lo ❑ U)M Q ZQ aU mu- m 0) 2 uj r- N 00 - M LLI Q Z O W � O O O N N N O N O I i O O O N m N ' C Lo O N Z p O LLI Q p Z m O 0 L Q c�r1 �N L oz0 J _I u W Y ixx 0 W _ a:W a— W Q N w I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19064 k ... .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... .. . ... .. ... .. ... .. ... .. ... .. .. .. . .. . .. . .. . . L d, J. L co= F F— - - - - - - - - -- - ----------- ---------------- ----------- --------------- -------- ---------------- --------------- — ------- ------------------ ---------------------- ----------- ------------ ----------- ------- ----- ------ ----------- ------------ ------------- --------- --------------------------- ...........------------------------------- ------ ............................................ .................................... ...................------ ....----------------- .......--- ......--- ..................... — ------------------------------------------------------------------------------------------------------------------------------------------------ SOUTH ELEVATION 1/411 = 1 1 off co N u') co M lY n C/) LL 0 z C/) Z w cy) (D 0 N L? Co W 0 04 Lr) U) ce) Z C, > LL LL D oc) 0 co C;) vi C14 00 cy) cam cq (rj * 2 � g, 0 — Z X. Z Z 4) r6. IL Z z L C- Ld Lu La fZ D-1 Lu ,v TH (L d) W C%4 0 N N T- Lo (N C6 0 6i z 0 0 LL z z 0 U) U) ACE BLOCK cn W o U) D 0 06 >- r 7- WV 0- W - ---------------- ----------------- ----------------- 11 11011 ----------------- EAST ELEVA ON 1/4 ----------------- LOAD DOCK BELOW GRADE : ! ----------------- .............. ------------------------------------------ ! --- ! ----------------- ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 C� a I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 ARKAY # 19064 M N o ZV z M M a O o cr- � 0 J ILL z 0C) Q N Z wc%) 0 cc) 12 z �woN M 4 Q } STEEL SHOWN ON THIS CUT SECTION IS FOR ILLUSTRATION PURPOSE o u- ONLY AND MAY VARY FROM ACTUAL STEEL BUILDING. SEE THE STEEL 5,00 BUILDING DRAWINGS TO CLARIFY ALL STEEL LY 00 °' 20' 0" EAVE HEIGHT uj — — zi r- N co co TOP OF FORD 8' 8" BOND BEAM TOP OF SPLI 7' 4" — BLOCK V1 FINISH FLC PARKING LOT IV r� r� N•. r� A'.N :a :a RETAINING / STEM WALL CHART SEE SHEET S 1 FOR FOOTING DETAILS CUT SECTION DETAIL SEE SHEET S 1 FOR FOOTING DETAILS NOT TO SCALE H T W X A B X HEIGHT FOOTING FOOTING FOOTING BLOCK WALL THICKNESS (FT.) THICKNESS WIDTH TOE BAR BAR (INCHES) (INCHES) (FT.) (INCHES) F'M = 1,500 PSI 4'-0" �� 12 �� 3 -0 �� 8 #5' S @ 48" (18" RETURN) �� 8 6-0" TO 4'-1" �� 12 � �� 3 -6 10 #5' S @ 24" "B' S g 16" 11 8 (24" RETURN) 7'-0" TO 6'-1" 12�� 4'-611 10�� #7' S @ 24" (29" RETURN) "S S ° 1611 811 UNLESS NOTED OTHERWISE: FM = 1,500 PSI GRADE 60 REBAR 4" 3500 PSI CONCRETE WITH WIRE MESH OVER CLEAN COMPACT SOILPARKING LOT •. :. :. i.,• I NNra•. N'.A r1_N••N'•N'•N�•fi'•ii!•t r� N N r� Nam. rim. r� � N' ra'._• SUMP PUMP #5'S@1 LOADING DOCK BLOCK WALL DETAIL NOT TO SCALE ry ¢ m 2 3/8" FOR 8" BLOCK WALLS NOTE #5' S IN POURED CELLS SEE DIM. BRACKETS ON CHART •/ 1 N'. N'. r4,..N .N' SLOPED LOADING DOCK RAMP SECTION NOT TO SCALE N N ra'. N'. N'. N'•ra'•A'•N'•r� •ra'•r� •r� NN ra' ra'. N' N'•ra'•N' N• N'•���•r?a�•N�• LOADING DOCK STAIRS NOT TO SCALE EXTENSION RAIL AT 245 REBAR AT EACH TREAD THAT EXTEND INTO WALL AT EACH END D CONCRETE STAIRS WITH IS @ 6 718" WITH 1 V TREADS ;ONCRETE OR ASPHALT LOT PARKING LOT ARKAY ENGINEERING INC. ` STRUCTURAL ENGINEERS I RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY 11 r� in (Ora 0 A i J u$� Z m O U. U! o``W -' m>L W IL Ld 121 Q' (L d) 0 z 0 w IY O N Lo O ti O O (N N T- L0 m L 6 O N Q W 0 Z m Off O Lr V Z U cIf � z — p J Cn J L. Z)U)C� coJ L1J � J —i 17 O 06 0/ >- W 0_ UJ Q N S2 ARKAY # 19064 - - ---- - -- - � -- - - - - --- - - - - - - - - -- �- �, - - - � .._ n .� TOP OF LOADING DOCK AT THIS FLOOR AREA 48" 2" PIPE IN SLAB OVER TO CENTER OF BLOCK WALL THEN VERTICAL TO DRAIN ON PARKING LOT MARK MFG. A LITHONIA B LITHONIA C LITHONIA D LITHONIA E LITHONIA X1 LITHONIA X2 LITHONIA X3 LITHONIA HIGH DOCK 1720" LENGTH = 0.0667 X 100 = 7 % SLOPE FIXTU R� SCHEDULE CATALOG NUMBER LAMPS REMARKS JEBL 12L 40K 80CRI WH — JEBLDALR1—M4 92.4W/LED HI Bay BLWP4 TUWH PROR 48L ADSM 39W/LED Wall WEDGE1 P1 30K 80CRI VW MVOLT 10W/LED Wall KAXW P2 30K R3 MVOLT 49W/LED Wall MNSL L48 21-1- MVOLT 40K 80CRI M6 50W/LED Strip ELM41- LED EMERGENCY LIGHT LHQM LP06VS S W 3 R HO LED EXIT/EMERG. LIGHT EU21- LED EMERGENCY LIGHT NOTES: 1. All Lighting and Switching to meet Florida Energy Code requirements. 2. All Lighting to be verified with Owners 3. Lamp color index is to be verified w/Owners before purchase. 4. All Emergency Lighting to be wired ahead of any switching or time clock/lighting contactors. 5. Other Light Fixtures being equal and approved by Owner are permitted. 6. ELM41- Provides 1 FC 6' wide and 58' long. LHQM LP06VS provides 1 FC 6' wide and 68' long. POWER AND LIGHTRNG PLAN 1 /4" = 1011 riser diagram firinf/conduit. exist. Ext. ght controls t above door R31111111-3111111111M NO.38654 -� 1 J � • s r m m �/ •m Ri I AL ry O LL- Q ZZ��—w wO (/) � J m a0 J W=J OC;6M� wI Z w o � N m Q U o W Of w o 0- � Q U 0- LLI Z O W Li � U 0 w = Z J Z W Z Q] Q W o = J J � J s, LJ v � m Z = 3 J F— U Q I— _ (!)Of o w W ; _ V� \ w W ~ o � Q� W 0 X Z 0 Z 0 O L� Q E n 0 � U o0 U) W 0 U O z z LLI � J o Cr w M O z Z WOI U W z o 3 Of o n M w 0 m u z z � w z O LLJ I - w w) Q cn S U W (n (/) ctD�� Z M Z ? Z co z Q O y` c) 1 ZW J �z Q �W � ZZ O� U W 00 `t 00 W) I N h _I to ELECTRICAL SPECIFICATIONS 1.1 SCOPE A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section: 01 Wiring for lighting and power. 02 Installation of lighting fixtures with lamps. 03 Lighting panelboards and distribution panelboards. 04 Connection of equipment shown. 05 Control wiring. 06 Disconnection and removal of existing fixtures and wiring not to be reused. 1.2 MINIMUM COMPLIANCE STANDARDS A. All work shall be done in accordance with the requirements of the following: 01 Florida Building Code Sixth Edition (2017). 02 Florida Building Code - Electrical Conservation Sixth Edition (2017), Section C405. 03 2014 issue of the National Electrical Code (NFPA 70). 04 All Receptacle Control to conform to ASHRAE Standard 90.1, 8.4.2, 2010. 05 Wiring in Patient Care Areas shall comply with NEC 517. 06 Other applicable NFPA Codes. 07 Regulation of local authorities having jurisdiction. B. Furnish and install all labor, material and equipment and services necessary for complete and safe installation of the electrical system indicated on the drawings and noted in the specifications hereinafter. Electrical systems and equipment shall in general include the following: 01 General provisions for electrical work. 02 Wiring, distribution equipment and devices. 03 Lighting fixtures and lamps. 04 Grounding system. 1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of other trades to verify exact space condition or underground lines. Drawing Scales prohibit the indication of all offsets, fittings and accessories required, however these items will be provided by this subcontractor at no extra cost to the owner. B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by Underwriter's Laboratories, Inc. or bearing their label. C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards. Obtain approval before equipment is ordered, built or installed. D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work. E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of working conditions and location of existing equipment. 1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN (min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture shall have THWN insulation. B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1 /2 inch except as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, comression fittings, and minimum 1 /2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC CONDUIT, heavy duty type, size as indicated. Separate raceways shall be used for each voltage system. Type AC or MC Cable where permitted. C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal. D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with manually operated insulated trip -free handle. Multi -pole types with internal common trip bar. Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS symmetrical amperes circuit breakers to be Square "D" or equal, type as required. E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated, busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi - concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5- 3/4" sides, top and bottom. Increase size where required by code. Directory holder complete with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes, circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of panelboard identifying the system voltage, phase, and current rating. F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches single pole, 20 ampere, 120 volt. Wall switches three-way, 20ampere, 120 volt. Receptacles duplex, 2 wire; 3 pole grounded, 20 ampere, 120 volt. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER. 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as specified and indicated. Submittals of equal quality are allowed. 1.6 GROUNDING SYSTEM A. EQUIPMENT: Ground non -current carrying metal parts of ponelboard, raceways and all lighting fixtures. All conduits shall have equipment grounding conductors. 1.7 INSTALLATION A. Secure all supports to building structure. Support horizontal runs of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right angles to walls. B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall be at least 2 inches from pipe cover. C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite base pipe compound. Draw up tight with conduit couplings. D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in which wiring is not installed, furnish pull wire. E. Verify locations of outlets and switches. F. Support panel, junction and pull boxes independently to building structure with no weight bearing on conduits. G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in length and 50% slack. Do not terminate in or fasten raceways to motor foundation. H. Contractor to remove and salvage all abandoned electrical equiment. 1. This contractor shall warrant all labor and materials for one year from date of final written acceptance. J. Owner assumes responsibility to do periodic maintenance on all Aluminum Wire Connections and will provide a signed letter to attest to this agreement. K. Contractor will provide to the Building Owner, within 30 days after the date of the system acceptance, record drawings of the actual installation Documents and Manuals per C405.6.4 L. Contractor shall provide construction documents that certify lighting controls meet performance criteria of Section C405 of the Florida Building Code Sixth Edition (2017) Energy Conservation, and provided to the Building Owners within 90 days of receipt of the Certificate of Occupancy per C408.3.2 of the same code. M. Contractor shall provide Fault Current Field Markings on all Service Equipment in field. Field markings shall include the date the fault -current calculation was performed and be of sufficient durability to withstand the environment involed per NEC 110.24. N. All Electrical Equipment is to be UL rated. 1.8 LOW VOLTAGE A. Low Voltage wiring drawings to be provided by others. P-I FrTRIrAI cYKAPOI c Sap- 3-WAY SINGLE POLE DIMMER SWITCH (0-10V OR LINE VOLT. AS REQUIRED) Sp - SINGLE POLE DIMMER SWITCH (0-10V OR LINE VOLTAGE AS REQUIRED) Sap - 3-WAY SINGLE POLE TOGGLE SWITCH W/PILOT LIGHT S - SINGLE POLE TOGGLE SWITCH S3 - 3-WAY SINGLE POLE TOGGLE SWITCH Sa - "a/b" INDICATES LIGHTS TO BE SWITCHED - TIME CLOCK OVERIDE SWITCH (MAX. 2 HR) 10 - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR OO - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS) ® - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR (SMALL RESTROOMS) 0 - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR W/2 LIGHT CONTROL (SEE SWITCH DETAIL) © - WALL MOUNTED OCCUPANCY SENSOR (CLOSETS) 0 - WALL MOUNTED DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR 0-10V ® - MANUAL "ON" OCCUPANCY SENSOR O - MANUAL "ON" DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR 0-10V 0 - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR FOR RECEPTACLES > > - LINE VOLTAGE OCCUPANCY SENSOR FOR MOUNTING ABOVE 12' DS - DAYLIGHT SENSOR .C.,,��,, - SPLIT DUPLEX RECEPTACLE HALF ON TIME CLOCK OR OCCUPANCY SENSOR. RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. - QUADRAPLEX RECEPTACLE HALF ON TIME CLOCK OR OCCUPANCY SENSOR. RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. - DUPLEX RECEPTACLE ON TIME CLOCK OR OCCUPANCY SENSOR. CONTROLLED RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. _e - SIMPLEX RECEPTACLE - DUPLEX RECEPTACLE - QUADRAPLEX RECEPTACLE - FLOOR BOX W/DUPLEX RECEPTACLE. LOCATIONS TO BE VERIFIED W/OWNERS - FLOOR BOX W/QUADRAPLEX RECEPTACLE. VERIFY LOCATIONS W/OWNERS GFI - GROUND FAULT INTERRUPTER WP - WATER PROOF 3R - NEMA 3R NF - NON -FUSED NL - NIGHT LIGHT - DISCONNECT SWITCH - - ELECTRICAL PANELBOARD �- EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP � EMERGENCY LIGHTING-W/BATTERY BACKUP T -- TIME CLOCK ® - PHOTO ELECTRIC SENSOR ��- CONDUIT IN FLOOR OR BURIED RC - RECEPTACLE CONTACTOR - 208V CHARGER RECEPTACLE - VERIFY ® - RESTROOM EXHAUST FAN - POWER POLE W/DUPLEX RECEPTACLE/ 1 -COMP-TELCO CAPABILITIES NOTE: Occupancy Sensors are to be "Occupancy/Vacancy Sensors unless indicated otherwise. ie: "Manual On" is a Vacancy sensor w/auto off. Cut existing conduit from ATS to existing pane L1. Add J-Box and tap for feed to proposed Panel L4 Main CB. ------------ Existing Generator in weather proof housing HANEL L4" SCHEDULE 10,000 AIC SERVES LOAD CB/P CKT B/p LOAD SERVES OA OB ADC OA OB OC Warehouse Lighting 1386 20/1 1 2 20/1 Spare Restroom Lights 140 20/1 3 4 20/1 1260 Warehouse Receptacles 11 Ext. Building Lts. 177 20/1 5 6 20/1 1176 Loading Sump Pump Space 7 8 20/3 500 Charging Station 9 10 500 11 12 500 13 14 Space 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Sub -Total 1376 140 177 500 1760 1676 Total 1750 1900 1853 5503 = 16 Amps Connected (Highest Phase) Notes: 100A MLO 120/208V 30 4W SN To Utility _ Transformer I I 1 1 1 I I Existing Wireway L- - - - - - - - - - - - - - - - J _ r- Exist. F= I Gen. _ _ _ Txisting� I 1 l Control - - - 1200A Existing I I I I Fused ATS II - I pisconnectp I Existing 1 I I I I Meter _J L-_--1 L-_r-_J 1� I I 1 J-Box I � I 1 (3)3,3N,8G,1.25"C I� I jl I 2% SERVICE/FEEDER VOLTAGE DROP CHART This chart is based on a 160A (80% 200A) Amp Demand, 208V 30 Service from Power Most Utility Connection to ATS. Then to Panel L4 80A (80% of 100A). WIRE TYPE AND SIZE FEET VD %VD UTILITY CONNECTION TO ATS 4/0 75-C THW/THWN Wire = 30 .51 .24 ATS PANEL L4 3 75'C THW/THWN Wire = 75 2.55 1.22 VD 0.51 = 0.24% @ 208V VD 2.55 = 1.22% ® 208V TOTAL VD 3.06 = 1.46% @ 208V Chart indicates distance with load as shown. Should total distance exceed what is indicated it is to be brought to the attention of this Engineer. NOTE: All wire Copper unless indicated otherwise. 100A CB 3% EQUIPMENT VOLTAGE DROP CHART This chart is based on a 20 amp single pole breaker load at maximum (16 amps) 120/208V 30 Service. WIRE TYPE AND SIZE FEET #12 75-C THW/THWN Wire = 57 #10 75-C THW/THWN Wire = 90 NOTE: This chart is "Worst Case". Actual length of wire when calculated from load to load and how the conduits are run can vary from this chart. ELECTRICAL LOAD CALCULATIONS: Existing 200A, 120/208V 30 4 Wire SN Service Max Demand for 12 Months NEC 220-87 X 1.25 LOAD CHANGES: LIGHTING 5400 Sq. Ft. Warehouse ® 0.66 watts per = 3.56 Table C405.4.2(1) FBC Energy conservation Ext. Bldg. Lts. .60 Continuous Load = 4.16 X 1.25 = RECEPTACLES EQUIPMENT (1) Sump Pump @ 1 176 = (1) Chargiong Station © 1500 = Sub Total 31.68 KW (Per TECO Records) 39.60 KW 5.20 1.26 1.18 1.50 Sub Total 2.68 Total 48.74 -8.74 KW ® 277/480V 30 4 Wire SN = 135 Amps. xisting Service = 200A 120/208V 30 4 Wire SN SHORT CIRCUIT CALCULATIONS: 20821 (Worst Case)) I SC = 1 + 1.732(250)(20821) (15082)(208) 1 SC = 5374.0 AIC Wireway, Meter, Main Fused Disconnect I SC = 5000.0 AIC Let Thru Current @ 200A Fused Disc. w/200A Class RK5 FRN-R Fuses I SC = <10000 AIC 100A CB, Panel L4 � � PE ___ Existing Panel L3 I Add Time Clock and PE if 1100A ML01 1 existing exterior lighting 1 1120/208V I 1 controls not feasible to I 30 4 Wire I access for control to I SN I 1 proposed building exterior I I I lighting. L---J I 2nd Floor I (3)3,3N,8G,1.25"C 12,12N,12G,3/4"C - - - - - - - - - - - - - - - - - [IF F_Existin -I 1 9 FEXlstin 9 -1 I Panel L4 TC 1 I Panel L1 I 1 1225A MB 1 I Panel L2 I I100A MLO 1 I 100A 100A MLO 120/208V 30A I 1120/208V1 1 1120/208V1 NF I Dlsconnec 30 4 Wire NF Dlsconnec 130 4 Wire I 130 4 Wire I SN 1 SN I 1 SN Nipple thru wall 12,12N,12G,3/4"C i I I L-- J I I Add WP J-Box if Cable I 1 I from Pump not long 1 I � ( I enough to reach disc. I I 1 I I I 1 Proposed Building Cable supplied PP w /Pum P Existing Building I / / / �- - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - --- Verify existing grounding Extend to metal water line or building steel in accordance ` - T - _J with NEC 250. (3)3,3N,8G,1.25"C I I Minimum (2)5/8"0 Copper Clad Ground Rods spaced 10' apart. - - - - - - - - - - - - - = Existing RISER DIAGRAM NTS Bond to Concrete enclosed Steel Rebar (min. #4) in Bldg. Foundation per NEC 250.50 (If accessible) Rom? 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CONTRACTOR TO PROVIDE SIGN DESIGNATING FRAME CONSTRUCTIONOF ROOF PER FAC 69A-3/012 (6). 2. CONTRACTOR TO PROVIDE TACTILE SIGNS AS REQUIRED PER NFPA 1:14.14.1.3 3. CONTRACTOR TO PROIVIDE UL 1037 APPROVED ACCESSS BOX PER NFPA 1:18.2.2.1 LIFE SAFETY PLAN / " = 14 oil z 0 a v (N W 0 m W d (n � Z O V) jj O QY Z Dif O ILL. 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