Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4766 Gall Blvd (2)
a N O Z Z Z z RA O z O z O O z wmce�Nce �w�U°V)U W W w � O J > 0 O Co 2 a: O W _ 2 J > D O m 2 a ■ ■ ■ ■ I ■ GENERAL: CS COVER SHEET OWNER: ■ ■ F1 FIXTURE PLAN / LIFE SAFETY PLAN MOOMEMOM MOOMOMMO 00000000 MOOMOMMO 0000110003 lwwl__wllw MOOMEMEM MOOMMEME IMOOMMEME � ARCHITECTURAL: A00 ARCHITECTURAL SITE DETAILS Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A3 SECTIONS AND DETAILS A3a SECTIONS AND DETAILS A3b SECTIONS AND DETAILS A4 ROOM FINISH SCHEDULE AND SALES FLOOR ELEVATIONS A5 DOOR SCHEDULE AND DETAILS A6 ENLARGED PLANS AND TOILET ROOMS A7 SIGN DETAILS A8 SIGN BRACING DETAILS A9 REFLECTED CEILING PLAN A10 ROOF PLAN AND GUTTER DETAILS All WALL TYPES Al2 GENERAL NOTES STRUCTURAL: S1 STRUCTURAL GENERAL NOTES S2 FOUNDATION PLAN AND SCHEDULES S3 FOUNDATION SECTIONS AND DETAILS S3A FOUNDATION SECTIONS AND DETAILS S4 SECTIONS AND DETAILS FIRE PROTECTION: ■ ■ FP1 FIRE PROTECTION SCHEDULES, NOTES, DETAILS ■ ■ FP2 FIRE PROTECTION ZONE PLAN MECHANICAL: ■ ■ M1 HVAC LAYOUT ■ ■ M2 HVAC SCHEDULES / NOTES / DETAILS PLUMBING: MAI I I P1 PLUMBING PLANS AND SCHEDULE ■ ■ P2 PLUMBING DETAILS AND DIAGRAMS ■❑❑■0000 ■❑❑■■❑■M ■❑❑■■❑■■ ■❑❑M■❑■■ ■❑❑■■❑■■ ■❑❑■■■■■ ■❑❑■■❑■ ■❑❑■■❑■■ ---- ■❑❑■■❑■■ ■❑❑❑■❑❑■ ■❑❑❑■❑❑■ ■❑❑❑■❑❑■ ELECTRICAL: E1 POWER PLAN E2 LIGHTING PLAN E3 POWER POLE AND POWER TERMINAL DETAILS E4 CABLE TRAY LAYOUT PLAN E5 THREE PHASE ELECTRICAL PANELS E6 FIRE ALARM PLAN EMS1 EMS / LOW VOLTAGE PLAN EMS2 CPU TERMINAL DIAGRAM EMS3 CPU TERMINAL DIAGRAM ES1 ELECTRICAL SITE LIGHTING AND POWER PLAN ES2 SITE LIGHTING PHOTOMETRICS PLAN ES3 SITE LIGHTING FIXTURE CUT SHEETS -tiORK SHALL COMPLY WITH PREVAILING ..,Z;CS FLORIDABUILDING CODE, ":ATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES \\ II \_\ III \\ III \ II DOLLAR GENERAL STORE Store#23227 4766 Gall Blvd, Zephyrhills, Florida 33542 Based on 10,640 SF Prototype T " (Right Corner Entry, Right Rear Delivery) Release date: 09/14/2020 REQUIRED NATIONAL ACCOUNT VENDORS COMPANY CONTACTS PHONE # REQUIRED ITEMS w RAINBIRD IRRIGATION LOCAL RAIN BIRD DISTRIBUTER WWW.RAINBIRD.COM IRRIGATION SYSTEMS W WO EUCLID CHEMICAL PHIL BRANDT 877-438-3826 CONCRETE POLISHING SYSTEMS z COMPANY PBrandt@euclidchemical.com z Cn Z D RETRO-PLATE SYSTEMS SCOTT MAXFIELD 801-641-6796 CONCRETE POLISHING SYSTEMS 0 00 scott.maxfield@retroplatesystem.com RECORD DOOR SYSTEMS MARK COLLADO 704-290-0237 IN,KY,MD, MODEL #5100 SERIES F- dollargeneral@recorddoors.com OH, PA,VA,WV o w STANLEY ACCESS MATTHEW D. MATTHEWS 919-208-4238 AR,AZ,CA,CO,CT,DE,IL,IA,KS,LA,MA,ME,MI,MN,MO, MODEL #DG2000 w Q TECHNOLOGIES matt.matthews@sbdinc.com ND,NE,NH,NJ,NM,NV,NY,OK,OR,RI,SD,TX,VT,WA,WI,WY o z ASSA ABLOY ENTRANCE ROSS MERKLING 609-528-2580 AL, FL, GA, MS, NC, SC, TN MODEL #SL500 cn W SYSTEMS dollargeneral.besam.us@assaabloy.com GIRTMAN AND ASSOCIATES JUNE THOMPSON 615-964-6000 ext. 4527 INTERIOR DOORS AND FRAMES AL,AR,AZ,CA,CO,FL,GA,IA,KS,LA,MS,MN,MO, o U, dgconstruction@bass-security.com AND RESTROOM ACCESSORIES NE,NM,NV,OK,OR,SC,SD,TN,TX,WA,WI,WY o10� o COOK & BOARDMAN GROUP JOE HARRELL 336-837-0673 INTERIOR DOORS AND FRAMES CT,DE,IL,IN,KY,MA,MD,ME,MI,NC,NH,NJ, o Z o dgteam@cookandboardman.com AND RESTROOM ACCESSORIES NY,OH,PA,RI,VA,VT,WV co SHERWIN WILLIAMS LOCAL SHERWIN WILLIAMS STORE PAINT, PRIMER, CONCRETE SEALER AND BLOCK FILLER MC CUE CORPORATION KEVIN O'NEILL 678-492-4026 koneill@mccue.com TRIM KIT INCLUDES BUMPER GUARDS AND CART STOP zLn U YORK CHRIS ZINK 501-398-7008 HVAC UNITS york-dollargeneral-be@jci.com AR,CO,IL,IN,KS,KY,MO,OH,OK,OR,TN,WA,WV CARRIER HASAN KHALIL 973-222-6742 HVAC UNITS BOB ECKWELLER hasan.khalil@carrier.com AL, AZ, CA, DE, FL, GA, LA, MD, MS, NC, NM, SC, TX,VA bob.eckweiler@carrier.com LENNOX COLTON WHITESIDE 972-497-6652 HVAC UNITS Q lennoxnationalaccounts@lennoxind.com CT,IA,MA,ME,MI,MN,ND,NE,NH,NJ,NY,PA,RI,SD,VT,WI,WY ROOF CURB SYSTEMS CLIFTON REASOR 800-683-5848 RTU CURB DollarGeneral@roofcurb.com CURBS PLUS INC. ALLAN THRAILKILL 888-639-2872 RTU CURB alan.thrailkill@curbs-plus.com Cn co of KCC INTERNATIONAL INC. GREG CONRAD 800-382-2872 RTU CURB Iwo gconrad@kcccurbs.com CED - CONSOLIDATED ROBERT DECKER 270-781-2229 ELECTRICAL SWITCH GEAR AR,AZ,CA,CO,IA,IN,IL,LA,KS,KY,MI,MN,MO, it = ELECTRICAL DISTRIBUTORS robertd@cedbgky.com MS,ND,NE,NM,NV,OK,OR,SD,TX,WA,WI,WY I_ � Q NESCO CHRIS TRACY 800-244-6980 ELECTRICAL SWITCH GEAR AL,CT,DE,FL,GA,MA,MD,ME,NC,NH,NJ, w cn ( dollargeneral@needhamelectric.com NY,OH,PA,RI,SC,TN,VA,VT,WV USLED ROD LEEK (MAIN CONTACT) 352-789-4587 ELECTRICAL LIGHTING AR,CO,IA,IL,IN,KS,KY,MI,MN,MO, rleek@usled.com SUPPLIES ND,NE,OH,OK,SD,WI,WV,WY MITCH LAPENSON (SECONDARY 713-337-3840(D), 215-309-1975(M) CONTACT) mlapenson@usled.com z = LEDS MICHAEL STRINGER 920-915-4010 ELECTRICAL LIGHTING AL,AZ,CA,CT,DE,FL,GA,LA,MA,MD,ME,MS,NC, 0 J KYLE KNAPP DGORDERS@Ieds-Ilc.com SUPPLIES NH,NJ,NM,NV,NY,OR,PA,RI,SC,TN,TX,VA,VT,WA D&P CUSTOM LIGHTING NATIONAL ACCOUNT SALES 800-251-2200 CUSTOM POWER POLES CROSSCOM NATIONAL KEN MILLER 847-850-6298 LOW VOLTAGE & VOICE/DATA CO,DE,FL,IA,IL,IN,KS,MD,ME,MI,MN,MO,ND, C9w dollargeneral@crosscomnational.com NE,NH,NJ,NY,OH,SD,VT,WI,WV,WY ASD CHRIS RUDNITSKI 828-624-1046 LOW VOLTAGE & VOICE/DATA AL,AR,AZ,CA,CT,GA,KY,LA,MA,MS,NC,NM,NV, 0 o crn crudnitski@asd-usa.com OK,OR,PA,RI,SC,TN,TX,VA,WA GRAYBAR JEROME BANNISTER 615-743-3202 office, 615-924-2135 cell CABLE TRAY DollarGeneral@graybar.com EMERSON CLIMATE TONY VERTUCA 404-824-9389 EMS SUPPLIER NOTE: CUSTOMIZED DOLLAR GENERAL EMS PANEL REQUIRES TECHNOLOGIES NATIONAL ACCOUNT EXECUTIVE STORE #, CITY, STATE, ZIP CODE & QTY. OF HVAC UNITS OF THE INSTALL SITE WEBSITE: USER NAME: dollargeneralbid WHEN ORDERING. Q http://dollargeneralbid.emerson.com PASSWORD: $Generall STANLEY CONVERGENT D'ETTA NERVES 858-752-7821 INTERIOR FIRE ALARM PANELS SECURITY SOLUTIONS Detta.Neaves@sbdinc.com (pre -sale bid) w AI.Maier@sbdinc.com (post -award) PROTOTYPE MANAGEMENT TEAM COMPANY CONTACTS PHONE # MJM ARCHITECTS GARY CONWAY 615-244-8170 www.mjmarch.com dg@mjmarch.com ENTECH MITCH SIMPSON 615-373-2640 www.entechtn.com email@entechtn.com NATIONAL ACCOUNT & CONTACT INFORMATION SUBJECT TO CHANGE REQUIRED SUBMITTALS REQUIRED SUBMITTALS FOR THIS PROJECT INCLUDE: STOREFRONT DRAWINGS ELECTRICAL SWITCH GEAR AUTOMATIC ENTRY DOORS LIGHTING CONCRETE MIX DESIGN METAL CANOPY HVAC UNITS SPANDREL GLAZING PLUMBING FIXTURES PRODUCT APPROVAL INFORMATION SHEET PROJECT NAME: DOLLAR GENERAL - ZEPHYRHILLS, FL (CITY OF ZEPHYRHILLS) PROJECTADDRESS: 4766 GALL BLVD. ZEPHYRHILLS, FL 33542 AS REQUIRED BY FLORIDA STATUTE 553,842 AND FLORIDA ADMINISTRATIVE CODE 96-72, PLEASE PROVIDE THE INFORMATION AND PRODUCT APPROVAL NUMBER(S) FOR THE BUILDING COMPONENTS LISTED BELOW AS APPLICABLE TO THE BUILDING CONSTRUCTION PROJECT FOR THE PERMIT NUMBER LISTED ABOVE. YOU SHOULD CONTACT YOUR PRODUCT SUPPLIER IF YOU DO NOT KNOW THE PRODUCT APPROVAL NUMBER FOR ANY OF THE APPLICABLE LISTED PRODUCTS. INFORMATION REGARDING STATEWIDE PRODUCT APPROVAL MAY BE OBTAINED AT: www.floridabuilding.org. CATEGORY: MANUFACTURER: PRODUCT LIMITATION DESIGN PRODUCT DESCRIPTION: OF USE: PRESSURE: APPROVAL: A. EXTERIOR DOORS SWINGING CURRIES DOORS MODEL 747 SINGLE FLUSH DOOR OR PAIR OF APPROVED FOR USE IN +62/-62 psf FL 8394.5-R6 FLUSH DOORS HVHZ - IMPACT RESISTANT SWINGING CURRIES DOORS MODEL 707 SINGLE FLUSH DOOR APPROVED FOR USE IN +85/-85 psf FL 8394.1-R6 HVHZ - IMPACT RESISTANT B. EXTERIOR DOORS AUTOMATIC ASSAABLOY ENTRANCE SL 500 RESILIENCE R104 FULL BREAKOUT BI-PART NOT HVHZ APPROVED +80/-80 psf FL 30356.3-R4 SYSTEMS US INC. LARGE AND SMALL MISSILE IMPACT DOOR SYSTEM C. CLADDING WALL PANEL NICHIHA, USA NICHIHA ARCHITECTURAL WALL PANELS UP TO 7/8" APPROVED FOR USE IN +95/-95 psf FL 12875.1-R8 THICKNESS HVHZ D.STOREFRONT STOREFRONT TKAWNEER SERIES IR500-LMI ALUMINUM STOREFRONT SYSTEM APPROVED FOR USE IN +/- N/A psf��787.1-Rll HVHZ - IMPACT RESISTANT E. PREFABRICATED METAL BUILDING METAL SIDING NUCOR BUILDING CLASSIC STEEL WALL PANEL APPROVED FOR USE +45/45 psf FL 2686.2-R6 SYSTEMS OUTSIDE HVHZ METAL SIDING NUCOR BUILDING REVERSE CLASSIC STEEL WALL PANEL APPROVED FOR USE +45/45 psf FL 2686.3-R6 SYSTEMS OUTSIDE HVHZ ROOF DECK NUCOR BUILDING STEEL CFR PANEL APPROVED FOR USE +N/A / -108.8 psf FL 4891.1-R9 SYSTEMS OUTSIDE HVHZ IN ADDITION TO COMPLETING THE ABOVE LIST OF MANUFACTURERS, PRODUCT DESCRIPTION AND STATE APPROVAL NUMBER OF THE PRODUCTS USED ON THIS PROJECT, IT IS THE CONTRACTOR'S OR AUTHORIZED AGENT'S RESPONSIBILITY TO HAVE A LEGIBLE COPY OF EACH MANUFACTURER'S PRINTED INSTRUCTIONS, ALONG WITH THE LISTABOVE, ON THE JOB SITE AVAILABLE TO THE INSPECTOR. STRUCTURE IS NOT LIGHT FRAME TRUSS CONSTRUCTION COMPONENTS AND CLADDING EXPOSURE"C" DESIGN WINDLOAD PRESSURE: 137 MPH (ULT). ROOF �6'' O +17 psf -42 psf h=21'-4' 3 2 3 O+17 psf 55 -70 psf 2 1� 2 +17 psf O 3 2 3 105 psf 5 WALLS O 5 4 5 +42 psf O O O -45 psf a=7'-7" TYP +42 psf -56 psf 140-8" GENERAL NOTES: BUILDING MUST COMPLY WITH ALL BUILDING (FEDERAL, STATE AND LOCAL), FIRE, ADA AND HEALTH DEPARTMENT CODES. NO TAPERED COLUMNS ALLOWED. MAINTAIN INTERIOR CLEAR SPACE AS REQUIRED ON PLANS. METAL BUILDING COLUMNS SHALL BE STRAIGHT. COLUMNS AND INTERIOR COLUMNS MAY REQUIRE WRITTEN APPROVAL. MAINTAIN INTERIOR CLEARANCE BETWEEN FACE OF COLUMNS AND SALES FLOOR AS NOTED ON PLANS LIGHT FRAME TRUSS NOTE: THIS PROJECT DOES NOT USE LIGHT FRAME TRUSS CONSTRUCTION SEAL: JOHN BENEDICT POLSINELLI, AR96059 THIS DRAWING SHALL NOTE BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 t Drawing Title n COVER SHEET 1 DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 CS � U „2 11-19IEI 3f13f10 95G0S 0I1JVN30S inoA03H0 AONVO f r c vN31Nt L SlfldWl A F-01 NOTE; FRONT CHECKOUT COUNTER TO BE PROVIDED BY DOLLAR GENERAL AND INSTALLED AT DOLLAR GENERAL'S DIRECTI❑N, COUNTERS SHALL INCLUDE A PORTI❑N OF AT LEAST 36" IN LENGTH WHICH IS NO MORE THEN 34" ABOVE THE FINISH FLOOR, COUNTERS SHALL BE ON AN ACCESSIBLE ROUTE. I \f"i1VJY7l_ 11LJIV L,LIVIV I L-I\ I \Y'tIVJf'11.. 11LJIV I_LJVIV I LI\J SERVICE COUNTER DETAILS Scale: 1/4” = V-0" Con FIXTURE PLAN / LIFE SAFETY PLAN Scale: 3/16" = V-0" 5 NORTH rrTAX HECK /RITING URFACE REFRIGERATION 100 - 3 DOOR LOW TEMP OR HUSSMAN ZERO ZONE RFL 3-DOOR RHZC30 3-DOOR 101 - 4 DOOR LOW TEMP OR HUSSMAN ZERO ZONE RFL 4-DOOR RHZC30 4-DOOR 102 - 5 DOOR LOW TEMP OR HUSSMAN ZERO ZONE RFL 5-DOOR RHZC30 5-DOOR 103 - 3 DOOR MID TEMP OR HUSSMAN ZERO ZONE RFM 3-DOOR RHCC30 4-DOOR 104 - 4 DOOR MID TEMP OR HUSSMAN ZERO ZONE RFM 4-DOOR RHMC30 4-DOOR 105 - 5 DOOR LOW TEMP OR HUSSMAN ZERO ZONE RFI 5-DOOR RHCC30 5-DOOR 106 - 1 DOOR MID TEMP TRUE GDM-I2-HC-TSL01 107 - 1 DOOR LOW TEMP TRUE GDM-I2F-HC-LD 108 - 2 DOOR MID TEMP MAXX COLD MCRT-49FD 109 - 3 DOOR LOW TEMP MAXX COLD MCFT-72FD 110 - CLICK AND COLLECT FREEZER TURBO AIR TGF-15SD:-N 111 - CLICK AND COLLECT COOLER TURBO AIR TOM-15SD;-NG 112 - SLIDING DOOR PASS-THRU TRUE GDM-33CPT-54-HC-LD 113 - ENDCAP COOLER IDW GS-4 114 - ENDCAP COOLER IDW GS-5 115 - PRODUCE COOLER H❑WARD MCCRA SC-❑P35E-8L-LED-DG (ONLY IN SELECTED STORES) 116 - 1-DOOR MID TEMP TRUE GDM-10-HC-TSL01 CI 3 PHOTO KEY PLAN rnrrw nnno SIGNAGE EET A6) 2 REQUIRED PHOTOS: The following layout shows the required photos to be taken at completion. (Make sure the overhead lights are on for your photos.) 1. From each corner of the receiving area, facing the opposite corner. 2. Hall (inside entrance stores, one picture from each end of the hall). 3. Standing 10' from the entrance facing the entrance. BUILDING CODE COMPLIANCE BUILDING CODE V 2020 FLORIDA BUILDING CODE 7th EDITION 2020 FLORIDA FIRE PREVENTION CODE 7th EDITION 2020 FLORIDA PLUMBING CODE 7th EDITION 2020 FLORIDA MECHANICAL CODE 7th EDITION 2017 NFPA 70 NATIONAL ELECTRIC CODE 2020 FLORIDA ACCESSIBILITY CODE (CHAPTER 1 1) 7th EDITION 2020 FLORIDA ENERGY CODE 2018 NFPA 101 LIFE SAFETY CODE OCCUPANCY (M) MERCANTILE (S 309) CONSTRUCTION CLASSIFICATION II-B SPRINKLERED (T 601) MIN INTERIOR FINISH CLASS 'C' (T 803.11) CLASSIFICATION OF HAZARD CONTENTS LOW HAZARD CONTENTS (NFPA 101 :6.2.2.2) BASE HEIGHT & AREA LIMITATIONS MAX HEIGHT- STORIES = 3 STORIES (T 504.4) MAX HEIGHT- FEET = 75 FEET (T 504.3) MAX ALLOWABLE AREA PER FLOOR (Aa) = 50,000 SQ FT (T 506.2) Aa = 150,000 + [50,000 x 0]] = 50,000 ACTUAL BUILDING PROPERTIES ACTUAL AREA = 10,640 SQ FT ACTUAL HEIGHT (OVERALL) = 23'-0" FIRE RESISTANCE RATING REQUIREMENTS (T 601) STRUCTURAL FRAME = 0 HR BEARING WALLS- EXTERIOR = 0 HR BEARING WALLS- INTERIOR = 0 HR NON -BEARING WALLS- EXTERIOR = 0 HR NON -BEARING WALLS- INTERIOR = 0 HR FLOOR CONSTRUCTION = 0 HR ROOF CONSTRUCTION = 0 HR DESIGNED OCCUPANT LOAD (S 1004.3) SALES FLOOR (8680 sf/ 30) = 290 OCCUPANTS (T 1004.5) BREAK ROOM and OFFICE (212 sf/ 1 5) = 15 OCCUPANTS TOILET ROOMS and HALL (1 76 sf/ 100) = 2 OCCUPANTS RECEIVING and SERVICE CLOSET (1266 sf/ 300) = 5 OCCUPANTS TOTAL OCCUPANT LOAD = 312 OCCUPANTS EGRESS REQUIRED/ PROVIDED: # EXITS REQUIRED AND PROVIDED: GROUND 2 REQ'D / 3 PROVIDED (T 1006.3.2) EXIT WIDTH REQUIRED 0.1 5"/ PERSON EXIT CAPACITY REQUIRED = 46.8" EXIT CAPACITY PROVIDED = 160" (S 1005.3.2) MAXIMUM LENGTH OF EXIT ACCESS TRAVEL NOT TO EXCEED "M' = 2 50'-0" (T 1017.2) ACTUAL MAX. TRAVEL DISTANCE = 1 1 7'-4" PLUMBING FACILITIES REQUIRED: (T 403.1) PLUMBING FACILITIES PROVIDED: WATER CLOSET LAVATORY OCCUPANTS WATER CLOSET LAVATORY EA. SEXREQ'D REQ'D PROV'D NON -GENDER 156 1 per 500 1 per 750 UNISEX 1 1 NON -GENDER 156 1 per 500 1 per 750 UNISEX 1 1 DRINKING FOUNTAIN 1 PER 1000 (1) SERVICE SINK PROVIDED (1) HIGH/LOW DRINKING FOUNTAIN PROVIDED EMERGENCY LIGHT W/ BATTERY BACKUP j LIGHTED EXIT SIGN W/ BATTERY BACKUP DENOTES PATH OF EGRESS REMOTENESS BETWEEN EXITS DIAGONAL DIMENSIONS = 1 54'-0" SEPARATION OF EXITS = 1 54'-0" _ 2 = 77'-0" ACCTUAL DISTANCE BETWEEN EXIT DOORS IS: 109'-10" DENOTES 2A1 OBC FIRE EXT. W/ TOP @ +42" A.F.F. F.E. MAXIMUM 75 FEET TRAVEL DISTANCE TO REACH FIRE EXTINGUISHER CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 v THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FIXTURE PLAN / LIFE SAFETY PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.04S1 F1 GENERAL NOTES FOUNDATION DETAILS COMPLETE AS POSSIBLE PENDING FINAL DESIGN A00 8" BOND BEAM W/ (2) GRADE 40 CONT GROUT CELLS SOLID FULL �\ HEIGHT HORIZONTAL JOINT REINF @ 16" O.C. #4@8" C/C IN GROUTED CELL (GROUT CELLS SOLID FULL HEIGHT OF WALL) 1/2" BITUMINOUS PREFORMED EXPANSION JOINT FILLER io a io - - I-1II 111111- #4 x 3'-2 "L ONG @ 16"= I=1 =I C/C TOP & BOTTOM. it i Ili KEY NOTES 10 PRECAST CONCRETE CAP WITH SLOPED TOP OFIBER CEMENT PANELS ON 7/8" HAT CHANNELS ON 8" CMU 01 /2" x 4" LONG S.S. DOWEL EPDXY FULL OINTO 03/4" X 2 1/2" DEEP FIELD -DRILLED HOLES @ 32" O.C. 4O 8" POURED CONCRETE FOUNDATION WALL 1 IIYIJI ILV VI\/'\VL VARIES REFER TO CIVIL N o REFER TO CIVIL DRAWINGS FOR SIDEWALK INFORMATION - + TOP OF SIDEWALK 1 112 I III-1 I—III-1 I I=1 I I= (4) #4 BARS CONTINUOUS 3" 3" COMPACT SOIL TO A DEPTH OF 6" TOP & BOT BELOW FOOTER AND CONCRETE STD 90 DEG. HOOK ON 3'4" PAD TO A DENSITY OF 90% IN BOTTOM OF #4 VERT BAR ACCORDANCE WITH ASTM D-2922 AND D-301 7, AFTER ADJUSTMENT FOR ROCK CORRECTION DUMPSTER WALL SECTION 8 ENLARGED DETAIL PROVIDE SLOPE FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON 8" SMOOTH FACE CMU. FIBER CEMENT PANELS TO MATCH BUILDING STEM WALL/RETAINING WALL STEM WALL/RETAINING WALL TO - START AT THE SHEATHING ON THE CORNER BUMPOUT, MAKE SURE THE WEATHER BARRIER IS APPLIED. 3 A00 TYP 6" SEALED CONC PAD - COORDINATE WITH CIVIL DRAWINGS 8" SMOOTH FACE CMU PAINT SW #6149 "RELAXED KHAKI" 2 EA EQUAL GATES 1 .9" OD GALV FRAME W/ 4"x8'H CEDAR SLATS ATTACHED W/ SELF TAPPING SCREWS. PROVIDE SWING GATE WHEEL HINGES, CENTRAL GATE STOPS & LATCH W/ EYE FOR PADLOCK Scale: 1/2" = V-0" CE CIVIL DRAWIN EDGE FLASHING COLOR TO MATCH SW #6032 NOTE: REF CIVIL PLANS FOR LOCATION DUMPSTER ENCLOSURE PLAN r DUMPSTER 10 A00 PROVIDE STEEL RECEIVER SLEEVE SET IN CONC @ CANE BOLT All CONC APRON COORDINATE WITH CIVIL — Scale: 1/4" = V-0" r r � DUMPSTER INTERIOR OF DUMPSTER ENCLOSURE TO BE EXPOSED CMU- 2 AOO @ GATE 8" BOND BEAM W/ (2) GRADE 40 CONT GROUT CELLS SOLID FULL �\ HEIGHT HORIZONTAL JOINT REINF �\ @ 16" O.C. #4@8" C/C IN GROUTED CELL (GROUT CELLS SOLID FULL HEIGHT OF WALL) 1/2" BITUMINOUS PREFORMED EXPANSION Ill THRU WALL JOINT FILLER v FINISHED GRADE FLASHING VARIES REFER TO CIVIL REFER TO CIVIL DRAWINGS FOR I I= I I N SIDEWALK INFORMATION #4 x 3'-2 "L ONG @ 16" = I I C/C TOP & BOTTOM. I IIIII TOP OF GRADE _ _ =1 =1 III = 11= VARIES REF. TO CIVIL DRIP EDGE = I=11= ( I III=III=) TOP OF FOUNDATION 2'-9" °d �IIII` °III =1�I III (4) #4 BARS CONTINUOUS 3" 3" COMPACT SOIL TO A DEPTH OF 6" TOP & BOT BELOW FOOTER AND CONCRETE STD 90 DEG. HOOK ON T-8" PAD TO A DENSITY OF 90% IN BOTTOM OF #4 VERT BARle ACCORDANCE WITH ASTM D-2922 AND D-301 7, AFTER ADJUSTMENT FOR ROCK CORRECTION 9 DUMPSTER WALL SECTION `\J T/O STONE CAP 6'-2" PAVING (SEE CIVIL PLAN) 1/2" PREMOULDEDJOINT FILLER AT PAVING TOOLED EDGES CONCRETE APRON W/ REINF 2'-0" #4 DOWEL @ 18" OC W2.9 X W2.9 X 6 X 6 WWF a °d 4 d ,d d • x�x d� • a � x�x � X-)( x- III —III —I N o —III=III—III—III—III =1II— 1=1I1=1II— I1=1I1 Aoo fill 11I1 . I Q . 1' 6" COMPACTED SOIL 00 GRAVEL BASE 1' 0" GRADE 40 REBAR 9 Aoo CONCRETE APRON DETAIL 4 0 N GATE LOCK W/FLAT MOUNT & ADA STYLE LEVER 2 EA EQUAL GATES 1.9" OD GALV FRAME W/ 4"x8'H CEDAR SLATS ATTACHED W/ SELF TAPPING SCREWS. PROVIDE SWING GATE N WHEEL HINGES, CENTRAL GATE STOPS & LATCH W/ EYE FOR PADLOCK. CLEAR GATE17'-OOPEN[ GATE POST I 00 iv v III I I 11_0ll LINE OF PIER BELOW PIVOTING CANE BOLT FABRICATED FROM 1/2" DIA STL ROD PROVIDE 3/4" DIA 4" DEEP SLEEVES IN CONC PAVEMENT FOR CANE BOLTS SWING GATE WHEEL AT EACH GATE 2 GATE ELEVATION Scale. 1/4 - 1-0 8 SIM AOO T/O STONE CAP 6'-2" 8" BOND BEAM W/ (2) GRADE 40 CONT GROUT CELLS SOLID FULL HEIGHT HORIZONTALJOINT REINF — Q @ 16" O.C. #4@8" C/C IN GROUTED CELL (GROUT CELLS SOLID FULL HEIGHT OF WALL) 1/2" BITUMINOUS PREFORMED EXPANSION 4 JOINT FILLER FINISHED GRADE a a a VARIES - REFER TO CIVIL 1° oo REFER TO CIVIL DRAWINGS FOR =1-1 I 11=1 1=1 11=1 N SIDEWALK INFORMATION #4 x 3'-2 "L ONG @ 16" --_ —_—I I I I I —I I —I I I- C/C TOP &BOTTOM. ^� II I=III II I—III—III- 1=1 =1=1 1= I I=1 l=1 I=1 TOP OF FOUNDATION 2'-9" -III` III �I ° e� °III II d d d d °� m IIIII III -III 1 I I=1 I I I=1 f I (4) #4 BARS CONTINUOUS 3" 3" COMPACT SOIL TO A DEPTH OF 6" TOP & BOT BELOW FOOTER AND CONCRETE STD 90 DEG. HOOK ON T-8'1 PAD TO A DENSITY OF 90% IN ACCORDANCE WITH ASTM D-2922 BOTTOM OF #4 VERT BAR AND D-301 7, AFTER ADJUSTMENT FOR ROCK CORRECTION DUMPSTER WALL SECTION 10 Scale. 1/2 - 1-0 1/2" WD x 1 1 /4" DEEP SAWCUT CONTROL JOINT CONCRETE APRON W/ W2.9xW2.9 X 6"x6" WWF a d d d COMPACTED SOIL (REF 4/AOO) 5 TYPICAL CJ DETAIL Scale: 1" = V-0" CENTER CONCRETE CAPSTONE ON FINISHED WALL & SET IN MORTAR SETTING BED. FILLJOINTS WITH SEALAK= PAINT CM "RELAXES MATCH TF PANELS FIBER CEM 7/8" HAT SMOOTHI FIBER CEM MATCH Bl IIII III J� AT POSTS ONLY Fo M GATE POST 1 /2" THICK STL PLATE -SLOTTED STL BOLTS & WASHERS HINGE COLLAR W/ GREASE FITTING COLLAR WELDED ALL AROUND POST GATEPOST 1/2" THICK STL PLATE -SLOTTED STL BOLTS & WASHERS STL BOLTS HINGE COLLAR W/ GREASE FITTING COLLAR WELDED ALL AROUND POST 11 GATE HINGE DETAIL CONCRETE FILL 6"0 X 1 /8" PAINTED STEEL BOLLARD FILLED SOLID WITH CONCRETE SLOPE TO GRADE MIN 0 1 /4" PER FOOT d PREMOULDED JOINT FILLER GRADE LEVEL a , 24"0 POURED N l� 1-1///--FOOTING CONCRETE PIER 1714 ; 6 BOLLARD DETAIL DUMPSTER ENCLOSURE - SIDE ELEVATION Scale: 1/2" = V-0" CONSULTANT: SEAL: of FLO ,Q �t1E 9i�fiiCT POLSIN�I�P . k 01. .., THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S.KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title ARCHITECTURAL SITE DETAILS DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.04S1 A00 DRINK FIXTURE WALL MOUNTING SUPPORT NOTES: 1. PROVIDE AND INSTALL 2X6 WHITE PINE - GRADE 2 OR BETTER. 2. PROVIDE AND INSTALL 2X4 WHITE PINE - GRADE 2 OR BETTER. 3. FASTEN THE 2X6 TO THE WALL WITH THE TOP EDGE OF THE BOARD AT 78" A.F.F., REFER TO FINAL DG FIXTURE PLAN FOR LENGTH AND LOCATION OF BOARD. 4. FASTEN THE 2X4 TO THE WALL WITH THE TOP EDGE OF THE BOARD AT 12" A.F.F., REFER TO FINAL DG FIXTURE PLAN FOR LENGTH AND LOCATION OF BOARD. 5. PRE -DRILL PILOT HOLES IN ALL BOARDS PRIOR TO INSTALLATION TO PREVENT WOOD SPLITS, 6. SECURE THE 2X6 WITH TWO SELF -TAPPING SCREWS PER WALL STUD. MINIMUM SCREW SIZE IS 4"x 1" 7. FASTEN THE 2X4 WITH WITH ONE SELF -TAPPING SCREW PER WALL STUD. MINIMUM SCREW SIZE IS 4"x 4'. 8. CAULK THE EDGES OF THE 2X6 AT THE TOP AND BOTTOM WHERE IT MEETS THE WALL PRIOR TO PAINTING. LINE OF FREEZER COOLERS BEYOND CONTRACTOR TO PROVIDE AND INSTALL 2x6 WHITE PINE GRADE 2 OR BETTER I ®i ®LLLL� ® II I I ® (FIXTURE APPLIED ANb � II II II a ® INSTALLED ® II II I ®! ®I i® a ® BY DOLLA� GENERAL( I ®i IMERCHANIPISING II 9j IDEPARTM�INT a H CONTRACTOR TO I Ifl e B j® ®'; I INSTALL( �x WOOD 1 1 ®! FRAMINd TO ALLOV� .1 - I 1. HORIZO ITAL ANCH R e III BOARD �i 0 RUN ®� 1 1 CONTIN IOUSLY PAO e a B NTRA T R T CO C O O (PROVIDE ®' 1 1 PEMB C LUMNSI a !® D INSTAL I� !� j 12x4 WHITE INE GRA 12 OR BETl, R e ® II II I II II II L® Ell I I I I 1 INTERIOR FACE OF PEMB FRAMING BEYOND ANCHOR BOARD: CONTRACTOR TO PROVIDE AND INSTALL 2x6 WHITE PINE GRADE 2 OR BETTER TOP OF FIXTURE TO BE AFFIXED TO DRIED PINE NAILER BY DOLLAR GENERAL MERCHANDISING DEPT FIXTURE SUPPLIED & INSTALLED BY DOLLAR GENERAL MERCHANDISING DEPT MTL LINER PANELS CONTRACTOR TO INSTALL VERTICAL 2X WOOD FRAMING SO THAT HORIZONTAL ANCHOR BOARDS RUN CONTINUOUSLY PAST PEMB COLUMNS ANCHOR BOARD: CONTRACTOR TO PROVIDE AND INSTALL 2x4 WHITE PINE GRADE 2 OR BETTER 1/2" GYP BOARD OVER LINER PANELS - REFER TO INTERIOR ELEVATIONS FOR LOCATIONS INSULATION REFER TO SECTIONS FOR MORE INFORMATION (BY GC) FIBER CEMENT PANELS REFER TO EXTERIOR ELEVATIONS PILASTER (REF EXTERIOR ELEVATIONS) COI METAL BUILDING COLUMNS SHALL BE STRAIGHT. TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE WRITTEN APPROVAL. MAINTAIN INTERIOR CLEARANCE 1. OF 74'-0" BETWEEN FACE OF COLUMNS ON SALES FLOOR 001, COI 4 DETAIL @ COLUMN 3/4 = 1-0 1/2" GYP BOARD OVER LINER COI PANELS - REFER TO INTERIOR ELEVATIONS FOR LOCATIONS --\ INSULATION REFER TO SECTIONS FOR MORE INFORMATION (BY GC) 00 00 VERIFY ANCHOR BOARDS \ �_ FIBER CEMENT PANELS 9. PRIME AND PAINT BOTH BOARDS TO MATCH FINISHED FLOOR REFER TO EXTERIOR 1'-6'_� 1'-6" WALL COLOR. LOCATION WITH FIXTURE PLAN ELEVATIONS DETAIL @COLUMN ANCHOR BOARD DETAIL / 7 1 1 L 0 00 1 A6 2 1/2" 1/2" --- — — —I— — I--------- —;—� � —I---- 15 26 31 15 -I 2r� 31 15 24 ! 31 15 \ 26 31 j 15 j Z6� 31 26 ao 00 126 — — — — ( I- eo =�L 00 - GENDER NEUTRAL I 6 7 V O 7 1 04 - SIM SIM 1 z 6 \ \ 03 I113'-8"< 107 — SALES AREA ` - 105 102 6 - 1 1 4 GENDER z 5 SIM NEUTRAL pl Al 105 �� �� INTERIOR DIMENSION NOTE: SALES AREA MINIMUM 8 107 5 DIMENSIONS TO BE MAINTAINED IM SERVI E CLOSET - 106 91H 3 10 1 29 30 J Oz 6 21 30 U BREAK UJ ROOM 0 W 0 13'-0" 10 13 9'-10 1/2" 13 7 13 13'-11" I W w U 2 5 $FI—'-0" 5 o I 21 — 1y�� Q I Z - - - - - - - - - - --I-- -�- - - - - - - - - 100 I CA) w I 84'-3" FROM FINISH FACE L __11 RECEIVING g 103 6 '-2 1/2" FROM FINISH FACE 101 ? I z5 z 48'-1" 5 N 21 OFFICE 5 IV g I 21 o I 25 o FROM FINISH FACE 4 101 5'-5" 1- = 5 m - - 15 m N 22 22 25 22 fl2l 22 5 23 M 4 21 _ ` Z 21 30 RISER I FIRE 24 — 19 \ 29 25 `- 25 Z1 - T-10" 25 - J OU ILL O 4 27 — 01 '° ' a N _ _ 21 2 _J N 0 - ---- 0 w Q CLEAR F FACE OF 171" \ �l 06 DOOR TACTILE U_ U z U_ U ELECTRI 16 SIGNAGE — _ — — N O 2 D N O _J 0 rn -„ PANEL , 21 30 9 9 �0 0 � 9 12 21 9 �U 9 9 9 11 4A III I J \ �/ / 2 � = o U _6„ w Q - o �\ o SIM .� � \ \\ 11 11 IDE [IFIE, 7741 _41 0D 1 2 00 A3 28 NZ� 15 SIM 24 15 Z 15 ! — - -- 4 is Al l 15 14 4 l0A All 1 FLOOR PLAN NORTH 1/2" -2 1/2" =R COLD FORMED FRAMING AT THE PILASTERS TO BE PROVIDED BY GC AND TO BE DESIGNED, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED co IN THE STATE OF FLORIDA AND RETAINED BY GC. 1/2" PLYWOOD SHEATHING FIBER CEMENT PANELS REFER TO EXTERIOR ELEVATIONS METAL BUILDING COLUMNS SHALL BE STRAIGHT. TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE WRITTEN APPROVAL. MAINTAIN INTERIOR CLEARANCE OF 74'-0" BETWEEN FACE OF COLUMNS ON SALES FLOOR COLD FORMED FRAMING AT THE PILASTERS TO BE PROVIDED BY GC AND TO BE DESIGNED, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA AND RETAINED BY GC. 1/2" PLYWOOD SHEATHING FIBER CEMENT PANELS REFER TO EXTERIOR ELEVATIONS 6' CMU WALL FOR THE DUMPSTER ENCLOSURE REF. CIVIL DRAWINGS FOR LOACTION o 3I �- in -1 IT IT o LID N N r- N r` tOM N ;AL `V "0 L�J O WALL TYPES LEGEND SEE SHEET Al 1 FOR ADDITIONAL NOTES AND DETAILS WALL TYPE (I.E. FULL HEIGHT) MOP HOLDER USE REMAINDER OF 4'X8' FRP SHEET ON THIS WALL STARTING 48" HIGH FIBERGLASS IN CORNER REINFORCING PANEL ' ( 1 MOP SINK (BELOW) FAUCET ON THIS WALL WATER HEATER "EWH-2" ON SHELF ABOVE MOP SINK 5 ���TPLAN DETA3/8 NOTES: 1. METAL BUILDING COLUMNS SHALL BE STRAIGHT. TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE WRITTEN APPROVAL. 2. MAINTAIN MINIMUM INTERIOR CLEARANCE OF 74'-0" BETWEEN FACE OF EXTERIOR WALL COLUMNS ON SALES FLOOR. 3. THE ALLOWABLE CLEAR DISTANCE BEHIND THE SALES FLOOR FIXTURES IS 1-'/" MAXIMUM TO THE FACE OF DRYWALL. IF IT IS LARGER THAN THIS, PROVIDE HORIZONTAL WOOD FURRING STRIPS, PAINTED WALL COLOR, MOUNTED ON THE DRYWALL AT 78" AFF TO THE TOP OF THE STRIP TO REDUCE THE GAP TO LESS THAN 1-1/2". 4. MAINTAIN 2" AIR GAP BETWEEN THE REACH IN COOLER/FREEZER AND THE WALL FOR VENTILATION. FLOOR PLAN KEYED NOTES 1❑ RECEIVING DOOR BUZZER. 2❑ 2" DOOR SCOPE (REF DOOR SCHEDULE SHEET A5). ROOF ACCESS LADDER - REFER TO EXTERIOR ELEVATIONS SHEET A2. FIXED LADDER TO ROOF W/ LOCKABLE SAFETY GATE AT BASE. STRIPE FLOOR AT RECEIVING DOOR AS INDICATED FOR DESIGNATED CLEAR EGRESS PATH (PAINT YELLOW) AND DESIGNATED T-0" EMS PANEL CLEARANCE (PAINT RED). STRIPE FLOOR FOR DESIGNATED CLEAR ADA EGRESS 4A PATH (PAINT YELLOW). PROVIDE AND INSTALL WATER HEATER ABOVE THE MOP SINK (REF 4/A1 AND 2/P1). H13 5/8" METAL STUD @ 16" O.C. WITH 1/2" GYPSUM BOARD. METAL LINER PANELS TO 8'-0" A.F.F. (BY PRE-ENGINEERED BUILDING MANUFACTURER). ❑8 CART AREA. REFER TO 5/A6. ❑g WALL OUTLETS FOR BANKS OF COOLERS AND FREEZERS, SEE ELECTRICAL FOR DETAILS. OUTLETS TO BE 11" FROM RIGHT SIDE OF UNITS AS YOU FACE THEM FROM THE SALES FLOOR t 0 CONCRETE SLAB ON VAPOR BARRIER (REF STRUCTURAL SHEET S2). 1 oA CONCRETE SLAB AT EXTERIOR DOOR REF. STRUCTURAL DRAWINGS. t 1 METAL BUILDING FRAME, REFER TO NOTED WALL SECTIONS FOR ADDITIONAL INFORMATION. 1 2 METAL LINER PANELS (28/29 GAUGE) WITH 1/2" GYPSUM H BOARD. SEE INTERIOR ELEVATIONS ON SHEET A4. PROVIDE R-13 BATT INSULATION. 13 ROOF MOUNTED HVAC UNITS - (REF SHEET M1). FBROO14 M FINISH CONCRETE SIDEWALK - SLOPE CONCRETE 1/8" PER FOOT AWAY FROM BUILDING (TYP) (COORDINATE WITH CIVIL PLANS). 1 5 FIBER CEMENT PANELS ON 3 5/8' METAL STUD PILASTERS (REF EXTERIOR ELEVATIONS). 16 STOREFRONT SYSTEM (REF SHEETS A5). 1 7 LINE OF CANOPY ABOVE. REFERENCE EXTERIOR ELEVATIONS. 1 s A.D.A. COMPLIANT CURB RAMP. (REF CIVIL PLANS). MC CUE CART AND BUMPER GUARDS T-5" A.F.F., 19 ORDER TRIMKIT FOR THIS PROTOTYPE. WALL HYDRANT (REF PLUMBING SHEET P1 20 FOR ADDITIONAL INFORMATION). z 1 REFRIGERATION BY DOLLAR GENERAL. 22 ROUND STEEL PIPE COLUMN WITH RECESSED BASE PLATE. PAINT SECOND CONRETE POUR SW6991 BLACK MAGIC. PAINT STEEL COLUMN SW7005 PURE WHITE. WRAP STEEL COLUMN WITH TIGHT LOOP CARPET (BLACK) FROM BASE TO 48" A.F.F. 23 POWER POLE. COORDINATE FINAL LOCATION WITH ELECTRICAL DRAWINGS AND FINAL DOLLAR GENERAL FIXTURE PLAN F1. z4 FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON METAL WALL PANELS REFER TO ELEVATIONS FOR COLOR z5 FREESTANDING COOLER/FREEZER (INCLUDING PRODUCE COOLER AND DISPLAY LIGHTING) TO BE HARDWIRED THROUGH SO COR). GC TO LEAVE BOTTOM OF CORD HANGING AT 80" A.F.F. (REF. ELECTRICAL). SO CORD ANCHORED TO PURLINS ABOVE. COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. 26 PRE -FINISHED METAL DOWNSPOUTS (COORDINATE SIZE AND LOCATIONS WITH PEMB AND CIVIL PLANS} 27 MC CUE RAILING IN FRONT OF ELECTRICAL PANELS 8'-0" LONG WITH TOP TWO RAILINGS AND NO MIDDLE POST. Zs FIBERS CEMENT PANELS ON 7/8" HAT CHANNEL ON 8" SMOOTH -FACED CMU. ALIGN FACE OF BLOCK WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE TO STRUCTURE. 29 NON -REFRIGERATION EQUIPMENT (REGISTERS, HGI KIOSK, ATM, KEYME) BY DOLLAR GENERAL. 30 REFRIGERATION AND NON-REFIRGERATION EQUIPMENT ON WALLS TO BE POWERED THROUGH OUTLETS - SEE ELECTRICAL. COORDINATE LOCATION WITH FINAL DOLLAR GENERAL FIXTURE PLAN. 31 SPANDREL GLAZING STOREFRONT, REFERENCE EXTERIOR ELVATIONS CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 r 1 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 11 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG B. WILLIAMS Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 Client PALMETTO ZEPHYRHILLS -GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FLOOR PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.04S1 Al J EXTERIOR FINISHES TAG MATERIAL MANUFACTURER COLOR / STYLE GENERAL REMARKS A❑ FIBER CEMENT PANELS NICHIHA WALL PANELS ROUGHSAWN / ESPRESSO OSTUCCO WALL SYSTEM GC TO SELECT FROM APPROVED VENDORS SHERWIN WILLIAMS SW #6149 "RELAXED KHAKI" O SPANDREL GLAZING GC TO SELECT FROM APPROVED VENDORS DARK BRONZE ALUMINUM FRAME OD STUCCO (CORNICE) GC TO SELECT FROM APPROVED VENDORS SHERWIN WILLIAMS SW #6385 "DOVER WHITE" OSTUCCO (ACCENT BANDING) GC TO SELECT FROM APPROVED VENDORS SHERWIN WILLIAMS SW #6385 "DOVER WHITE" O METAL CANOPY GC TO SELECT FROM APPROVED VENDORS PAINT SHERWIN WILLIAMS SW #7055 "ENDURING BRONZE" ODOWNSPOUTS PROVIDED BY GC PAINT SHERWIN WILLIAMS SW #7055 "ENDURING BRONZE" OSTANDARD METAL ROOF PANELS PEMB MANUFACTURER GALVALUME PBR ROOF PANELS W/ ATLAS ULTIMATE FASTNER OREAR BUILDING PARAPET WALL PEMB MANUFACTURER SANDSTONE O STOREFRONT SYSTEM REF PRODUCT APPROVAL ON COVER SHEET DARK BRONZE ALUMINUM FRAME OPREFINISHED METAL COPING @ PARAPET REF PRODUCT APPROVAL ON COVER SHEET BURNISHED SLATE OHOLLOW METAL DOOR / FRAME REF PRODUCT APPROVAL ON COVER SHEET SHERWIN WILLIAMS SW #7055 "ENDURING BRONZE" OSTUCCO WALL SYSTEM GC TO SELECT FROM APPROVED VENDORS SHERWIN WILLIAMS SW #7055 "ENDURING BRONZE" T/O PARAPET 21'-0" AFF T/O PARAPET 19'-0" AFF _J4 FINISH FLOOR 0'-0,. 21'-0" AFF T/O GLAZING 19'-4" SILL HEIGHT T/O GLAZING FINISH FLOOR 0'-0" T/O SIDEWALK -2'-0" REF. CIVI D 4" TYP. a 00 z ch z•E' zzI ,.zzz' ,1.�•,.. o M CD LL OA3b io L r A E 0 5 A3b 5 WINDOW ELEVATION Scale. 1/8 = i -0 ,zz,,z. zzzzz.zzzz•,z zf' Y,. . OPENING IN WALL PANEL FOR DRAINAGE TO GUTTER (TYP.) (COORDINATE WITH PEMB) I V IVI'F lJti I tit I.VLUK A B C D D C OF THE BUILDING B A 1 2 (i) [ ❑ 1 3 A3b \ 1, 4'-5%2' A3b I &. t 3 ❑ 3 '. T/O PARAPET zz z z' OPENING IN WALL PANEL FOR DRAINAGE TO GUTTER (TYP.) (COORDINATE WITH PEMB) I V IVI'F lJti I tit I.VLUK A B C D D C OF THE BUILDING B A 1 2 (i) [ ❑ 1 3 A3b \ 1, 4'-5%2' A3b I &. t 3 ❑ 3 '. T/O PARAPET zz z z' z z z z z ,zzzz ' ,zzzz ' ,zzzz'zz zzzz', zz ,zzzz z.:C z zzzz'zzzz' ,;,, dk WEST ELEVATION U-' Scale: 1/8" = V-0" z❑ z,zzz,zzzz',zzzz' z i z z i i' ,zzzz ' ,zzzz ,zzzz ' z z z z z ,zzzz ' C ,zzzz ' ,zzzz ' ,zzzz ' z z z z z ,zzzz ' ,zzzz ' ,zzzz ' z z ,zzzz ,zzzz ' z z z',zz'zzci' zz• n5 1 nn A TIr%kl nr T[1l nl AMI .......... REFERENCE CIVIL — DRAWINGS FOR SIDEWALK GRADING INFORMATION T/O PARAPET 21'-0" T/O PARAPET FINISH FLOOR T/r1 DADADGT GENERAL NOTES: 1 . ALL EXTERIOR SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE PERMIT. 2. PROVIDE KNOX BOX WHERE REQUIRED BY JURISDICTION PURCHASED FROM LOCAL FIRE DEPARTMENT. MOUNT PER FIRE DEPARTMENT REQUIREMENTS ON WALL ADJACENT TO ENTRANCE ON RIGHT SIDE. 3. PROVIDE AND INSTALL BUILDING ADDRESS ON EXTERIOR ELEVATION FACING STREET WITH LETTER VISIBLE FROM STREET PER 2017 FLORDIA FIRE PREVENTION CODE AND NFPA 1, UNIFORM FIRE CODE. 4. PEMB MANUFACTURER SHALL PROVIDE ALL METAL FRAMING, REAR PANELS, CRICKETS, AND REQUIRED FLASHING FOR ANY AND ALL PARTS OF THE RAISED PARAPET AND PILASTERS ABOVE THE ROOF LINE - TYP. 9 M N FINISH 0'-0" KEYED NOTES t GC SHALL COORDINATE THE EXTERIOR CANOPY SIGN WITH DOLLAR GENERAL CORP. GC TO PROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO SUPPORT SIGN WEIGHT (MAX 1,400 LBS) AND SHALL BE SUPPORTED BY CANOPY FACE. GC TO PROVIDE CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BE PROVIDED AND INSTALLED BY DOLLAR GENERAL CORP. INSTALL BUILDING SIGN CENTERED ON FRONT ELEVATION. ❑ROOF ACCESS LADDER (COORDINATE FASTENING SUPPORTS WITH PEMB). ❑FLOOD LIGHT. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ❑LINE OF PRE -FINISHED METAL ROOF BEYOND (REF EXTERIOR FINISH SCHEDULE THIS SHEET) (4) 1/2" DIA X 6" LG STAINLESS STEEL EYE BOLTS (CLOSED) ❑ WITH 1" DIA OPENING - DRILL AND EPDXY INTO BLOCK WALL EXTERIOR RECEPTACLE. RE: ELECTRICAL ❑WALL PACK. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ❑EMERGENCY EGRESS LIGHT - REFER TO ELECTRICAL DRAWINGS. ❑9 DOOR BUZZER t o MECHANICAL VENT - REFER TO MECHANICAL DRAWINGS. t t PLUMBING VENT - REFER TO PLUMBING DRAWINGS. 12 WALL HYDRANT. RE: PLUMBING ROOF MOUNTED HVAC UNITS ON PRE FABRICATED ROOF t 3 CURB (REF SHEET M1) ❑OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVING t 4 DOORS @ 8'-0" A.F.F. 15 GC SHALL COORDINATE THE EXTERIOR BLADE SIGN WITH DOLLAR GENERAL CORP. CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 09 A OF Fto �:9® �BENEDICTPOLSINZ4�P."� AR99059 ���'`taaae ae eeaa' ' THIS DRAWING HALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader ed Checked k L. LONG Date Dept Mgr Approval g pp 02/23/2021 Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title EXTERIOR ELEVATIONS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.04S 1 A2 ��� I mo- I if 1 - I - - - - - - - --i — - _R GENERAL CONTRACTOR SHALL COORDINATE ALL HVAC DUCT PENETRATIONS WITH PEMB AND MECHANICAL DRAWINGS (TYP) 2 WALL SECTION 3 WALL SECTION 4 WALL SECTION WALL SECTION KEYED NOTES PRE-ENGINEERED METAL BUILDING SYSTEM (BY PREFAB BUILDING MANUFACTURER) EMINIMUM R-19 VINYL BACKED INSULATION + R-11 LINER SYSTEM WITH R-5 THERMAL BLOCKS AT EACH PURLIN (BY GC). INSULATION TO BE PULLED TIGHT. ESTANDING SEAM METAL ROOF - GALVALUME FINISH (BY PREFAB BUILDING MANUFACTURER) ROOF MOUNTED HVAC UNIT (REF MECHANICAL) INSULATION TO MEET THE REQUIREMENTS CALLED OUT IN TABLE C402.1.3 IN THE 2020 FLORIDA ENERGY CONSERVATION CODE. REFERENCE THE DESIGN VALUES ON THE CODE REQUIREMENT CHART ON SHEET A3a. (BY GC). METAL BUILDING GIRT (BY PEMB). 7 VERTICAL METAL LINER PANELS. 1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT INSULATION. METAL LINER PANELS TO DECK ABOVE; GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED. IEPRE -FINISHED DOWNSPOUT & GUTTER (BY GC) 10 GC SHALL COORDINATE WITH PRE-ENGINEERED METAL BUILDING MANUFACTURER AND PROVIDE ALL METAL CLOSURE, SEALANT, AND CAULKING TO WATERTIGHT FINISH. INCLUDING ALL ROOF SCUPPER LOCATIONS. 1 1 LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING (ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE WEATHERTIGHT SEAL AT HORIZONTAL PARAPET PENETRATION. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF CONDUIT. 1 2 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x20ga MTL STUDS TO U/S STRUCTURE ABOVE 1 3 ADA COMPLIANT DRINKING FOUNTAIN, REFER TO PLUMBING. 14 CABLE TRAY SYSTEM (REF SHEET A9) 1 5 METAL BUILDING COLUMNS SHALL BE STRAIGHT. TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE BETWEEN FACE OF COLUMNS ON SALES FLOOR. 16 CONIC SLAB ON VINYL VAPOR BARRIER (REF STRUCTURAL) ❑STOREFRONT SYSTEM AS SCHEDULED - COORDINATE 1 WITH FLORIDA PRODUCT APPROVAL INSTALLATION GUIDELINES (REF SHEET A5) 18 UNDISTURBED EARTH AND COMPACTED SUB GRADE (REF STRUCTURAL AND GEOTECH REPORT) 1179 9 PRE -FINISHED METAL SOFFIT (BY PEMB). 20 PRE -FINISHED METAL WALL PANELS (BY PEMB) PROVIDE TAMPER RESISTANT FASTENERS 8'-0" AFF AND BELOW. 21 PREPARED GRANNULAR FILL (REF STRUCTURAL) 22 REINFORCED CONCRETE FOOTING (REF STRUCTURAL) 23 PREFINISHED METAL COPING BY PEMB (COORDINATE PROFILE W/ CORNICE AND PILASTER LOCATIONS) 24 EXTERIOR BUILDING SIGN (BY DOLLAR GENERAL) z5 FINISH GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL PAVED AREAS AND A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. (REF CIVIL DRAWINGS) 26 UNDER SOFFIT LIGHTING (REF ELECTRICAL) 27 COORDINATE DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM LINE WITH CIVIL DRAWINGS. 28 INTERIOR WALL PAINTED (REF INTERIOR ROOM FINISH SCHEDULE) 29 FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON 8" SMOOTH -FACED CMU - REFER TO STRUCTURAL DRAWINGS. ALIGN FACE OF BLOCK WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE TO STRUCTURE. (REF EXTERIOR ELEVATIONS) 30MC CUE TRIM KIT, ORDER KIT "E". 31 FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON METAL WALL PANELS (REF EXTERIOR ELEVATIONS) 32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F. 33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT CABLE. ADD UNISTRUT TO PURLINS AS REQUIRED FOR HANGING 34 BLOCKING FOR BUILDING SIGNAGE. COORDINATE WITH SIGN VENDOR (REF SIGN BRACING DETAILS ON SHEET A8) 35 METAL CANOPY BY GC REFER TO EXTERIOR ELEVATIONS 36 SPANDREL GLAZING (REFER TO EXTERIOR ELEVATIONS) IN STOREFRONT SYSTEM 37 STUCCO WALL SYSTEM ON 1/2" FIRE -RETARDANT TREATED PLYWOOD SHEATHING ON METAL STUDS @ 16" O.C. ON METAL WALL PANELS, CTR TO PROVIDE ENGINEERING, (REF EXTERIOR ELEVATIONS). 38 STUCCO CORNICE ON EPS INSULATION BOARD 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 39 STUCCO ACCENT BAND OVER EPS INSULATION BOARD ON 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 40 STUCCO WALL SYSTEM ON 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 41 STUCCO WALL SYSTEM ON SMOOTH FACE CMU CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 OF F1 0 St%EDILT POLsIq��' W AR96Q59 THIS DRAWING SHALL NOT BE US D FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 11/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG B. WILLIAMS Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title SECTIONS AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 A3 FIBER CEMENT PANEL ULTIMATE CLIP WITH FASTENERS (TYP.) 18ga MIN. HAT CHANNEL @ 12" O.C. TO FIT WITHIN VERTICAL VALLEYS OF METAL WALL PANEL. COL NOTE: PROVIDE FIBER CEMENT PANELS, HARDWARE AND ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS. 3YPSUM BOARD AL LINER PANEL AL BUILDING GIRTS WITH VINYL ED INSULATION AS SCHEDULED. fENERS FOR HAT CHANNEL (TYP.) PEMB REVERSE CLASSIC WALL PANEL R CEMENT PANELS - REFER TO EXTERIOR JATIONS FOR COLOR AND LOCATIONS. FIBER CEMENT PANEL PLAN DETAIL SCALE 1" = V-0" 1 WALL SECTION 3TOREFRON- 3YSTEM AS SCHEDULED ',OORDINATE 'LORIDA PRC kPPROVAL NSTALLATIOI 3UIDELINES )HIM AND SE, 'ACH SIDE 01 iTOREFRONI 'ERIMETER (' PRE -FINISHED METAL COPING WITH CONTINUOUS 20 GA. GALV. METAL CLEAT. BOTH SIDES, FASTENED @ 48" O,C. MAX. REF. EXTERIOR ELEVATIONS FOR COPING COLOR. 3/4" PLYWOOD ON 2X CONT. BLOCKING ON (2) LAYERS OF 3/4" PLYWOOD T/O PARAPET NOTE: CONTRACTOR TO PROVIDE COPING ATTACHMENT DETAIL PER FBC 2020 NOTE: ALL PLYWOOD USED IN EXTERIOR WALLS TO BE FIRE RETARDANT TREATED 37 COI 3/8" SLOPE (TYP.) —_� PEMB V-21/4" WALL 23 20 PARAPET CORNICE DETAIL @ PILASTER SCALE: 1" = V-0" STORE FRONT JAMB DETAIL PRE -FINISHED METAL COPING WITH CONTINUOUS 20 GA. GALV. METAL CLEAT. BOTH SIDES, FASTENED @ 48" O.C. MAX. REF. EXTERIOR ELEVATIONS FOR COPING COLOR. 3/4" PLYWOOD ON 2X CONT. BLOCKING ON (2) LAYERS OF 3/4" PLYWOOD SALE 1" = V-0" I I I I I N ,I ■ J ww zz a- � SPANDREL GLAZING ALUMINUM FRAME SILL HEIGHT 16'-4" AFF WOOD BLOCKING WEATHER BARRIER STUCCO WALL SYSTEM V-01 /2" ENLARGED DETAIL OF WINDOW BLOCKING SCALE: 3 = V-0" LINE OF CANOPY ABOVE 'AIN OWN �- a •- - -�{�I • MASONRY COLUMN DETAIL T.O.S. COI 10'-8"AFF------- PEMB U/S SOFFIT 10'-0" AFF 6 1/2" WALL 3/8" SLOPE 23 0 (TYP.) T/O PARAPET NOTE: EIFS MUST BE MOUNTED OVER WRB OVER SHEATHING OR SOME OTHER STABLE SUBSTRATE NOTE: CONTRACTOR TO PROVIDE COPING ATTACHMENT DETAIL PER FBC 2020 NOTE: ALL PLYWOOD USED IN EXTERIOR WALLS TO BE FIRE RETARDANT TREATED T 00 38 2" 2" 5" 41 0 F---__ PARAPET CORNICE DETAIL SCALE: 1" = V-0" 20 zo 00 5 1/4" 12 SALE 1" = V-0" HSS BEAM. REFER TO STRUCTURAL DRAWINGS. BRAKE METAL PROVIDE 1/4" SHIM AND SEALANT W/ BACKER ROD (TYP AT PERIMETER) �- CLEAR GLASS TRANSOM. STOREFRONT SYSTEM AS SCHEDULED - COORDINATE WITH FLORIDA PRODUCT APPROVAL INSTALLATION GUIDELINES ELASTOMERIC MEMBRANE BETWEEN STEEL TUBE AND ALUMIMUM BRAKE METAL �- PRE -FINISHED ALUMIMUM BRAKE METAL TO MATCH STOREFRONT SYSTEM B/O STEELgk T-8" AFF HSS BEAM. REFER TO STRUCTURAL DRAWINGS. PROVIDE 1/4" SHIM AND SEALANT W/ BACKER ROD (TYP AT PERIMETER) /—� AUTOMATIC DOOR SYSTEM AS SCHEDULED - COORDINATE WITH FLORIDA PRODUCT APPROVAL INSTALLATION GUIDELINES STORE FRONT HEAD DETAIL SCALE: 1" = V-0" 2020 FLORIDA BUILDING CODE - ENERGY CONSERVATION 7TH EDITION CODE REQUIREMENTS DESIGN VALUES ROOF R-19 + R-11 LS R=30 WALLS METAL BUILDING MAX U-0.079 R=13 GLAZING U-FACTOR FIXED FENESTRATION U=.50 U=.28 ENTRANCE DOORS U=1.1 U=.83 SHGC FRONT (NORTH) SHGC=.37 SHGC=.27 SIDE (WEST) SHGC=.30 SHGC=.27 OPAQUE DOORS SWINGING U=.61 U=.61 WALL SECTION @PILASTER SCALE: 1/2" = V-0" KEYED NOTES ElPRE-ENGINEERED METAL BUILDING SYSTEM (BY PREFAB BUILDING MANUFACTURER) aMINIMUM R-19 VINYL BACKED INSULATION + R-11 LINER SYSTEM WITH R-5 THERMAL BLOCKS AT EACH PURLIN (BY GC). INSULATION TO BE PULLED TIGHT. STANDING SEAM METAL ROOF - GALVALUME FINISH (BY PREFAB BUILDING MANUFACTURER) ROOF MOUNTED HVAC UNIT (REF MECHANICAL) INSULATION TO MEET THE REQUIREMENTS CALLED OUT IN TABLE C402.1.3 IN THE 2020 FLORIDA ENERGY CONSERVATION CODE. REFERENCE THE DESIGN VALUES ON THE CODE REQUIREMENT CHART ON SHEET A3a. (BY GC). METAL BUILDING GIRT (BY PEMB). VERTICAL METAL LINER PANELS. 1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT INSULATION. METAL LINER PANELS TO DECK ABOVE; GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED. aPRE -FINISHED DOWNSPOUT & GUTTER (BY GC) 10 GC SHALL COORDINATE WITH PRE-ENGINEERED H METAL BUILDING MANUFACTURER AND PROVIDE ALL METAL CLOSURE, SEALANT, AND CAULKING TO WATERTIGHT FINISH. INCLUDING ALL ROOF SCUPPER LOCATIONS. 11 LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING H (ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE WEATHERTIGHT SEAL AT HORIZONTAL PARAPET PENETRATION. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF CONDUIT. 12 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x20ga MTL STUDS TO U/S STRUCTURE ABOVE 1 3 ADA COMPLIANT DRINKING FOUNTAIN, REFER TO PLUMBING. 14 CABLE TRAY SYSTEM (REF SHEET A9) 1 5 METAL BUILDING COLUMNS SHALL BE STRAIGHT. TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE BETWEEN FACE OF COLUMNS ON SALES FLOOR. 10 CONC SLAB ON VINYL VAPOR BARRIER E (REF STRUCTURAL) STOREFRONT SYSTEM AS SCHEDULED - COORDINATE 177 WITH FLORIDA PRODUCT APPROVAL INSTALLATION GUIDELINES (REF SHEET A5) 1 8 UNDISTURBED EARTH AND COMPACTED SUB GRADE (REF STRUCTURAL AND GEOTECH REPORT) 1 9 PRE -FINISHED METAL SOFFIT (BY PEMB). 20 PRE -FINISHED METAL WALL PANELS (BY PEMB) PROVIDE TAMPER RESISTANT FASTENERS 8'-0" AFF AND BELOW. 21 PREPARED GRANNULAR FILL (REF STRUCTURAL) 22 REINFORCED CONCRETE FOOTING (REF STRUCTURAL) 23 PREFINISHED METAL COPING BY PEMB (COORDINATE PROFILE W/ CORNICE AND PILASTER LOCATIONS) 24 EXTERIOR BUILDING SIGN (BY DOLLAR GENERAL) 25 FINISH GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL PAVED AREAS AND A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. (REF CIVIL DRAWINGS) 26 UNDER SOFFIT LIGHTING (REF ELECTRICAL) 27 COORDINATE DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM LINE WITH CIVIL DRAWINGS. 28 INTERIOR WALL PAINTED (REF INTERIOR ROOM FINISH SCHEDULE) 29FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON 8" SMOOTH -FACED CMU - REFER TO STRUCTURAL DRAWINGS. ALIGN FACE OF BLOCK WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE TO STRUCTURE. (REF EXTERIOR ELEVATIONS) 30 MC CUE TRIM KIT, ORDER KIT "E". 31 FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON H METAL WALL PANELS (REF EXTERIOR ELEVATIONS) 32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F. 33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT CABLE. ADD UNISTRUT TO PURLINS AS REQUIRED FOR HANGING 34 BLOCKING FOR BUILDING SIGNAGE. COORDINATE WITH SIGN VENDOR (REF SIGN BRACING DETAILS ON SHEET A8) 35 METAL CANOPY BY GC REFER TO EXTERIOR E ELEVATIONS 36 SPANDREL GLAZING (REFER TO EXTERIOR ELEVATIONS) IN STOREFRONT SYSTEM 37 STUCCO WALL SYSTEM ON 1/2" FIRE -RETARDANT H TREATED PLYWOOD SHEATHING ON METAL STUDS @ 16" O.C. ON METAL WALL PANELS, CTR TO PROVIDE ENGINEERING, (REF EXTERIOR ELEVATIONS). 38 STUCCO CORNICE ON EPS INSULATION BOARD 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 39 STUCCO ACCENT BAND OVER EPS INSULATION H BOARD ON 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 40 STUCCO WALL SYSTEM ON 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 41 STUCCO WALL SYSTEM ON SMOOTH FACE CMU CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 co I0kg8SNEDICTP0L81Afe4", 7 F THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title SECTIONS AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 A3a D 1 WALL SECTION GYPSUM WALL BOARD (BEYOND) EXTRUDED ALUM SILL W/ INTEGRAL FLASHING AND WATER DAM AT SIDES TYP BACKER ROD AND SEALANT EA SIDE CONCRETE SLAB ON VAPOR BARRIER W a a In xn 4 51„ 41„ 4 2 GLAZING FINISH AS EXTRUDED ALUM JAMB SCHEDULED ON A2 W/ INTEGRAL ELEVATIONS FLASHING AND WATER I FIBER CEMENT PANELS DAM (BEYOND) AT SIDES TYP ' 1 /4" DIA WEEP 1/2" GYPSUM WALL BOARD I HOLES @ 36" O.C. ON METAL LINER PANEL. I SHIM AS REQUIRED FINISHED F1_00� ELEV = 0'-0' 4 aN CONT. METAL SILL FLASHING AND DRIP EDGE COLOR TO MATCH SW p #6032 "DUTCH COCOA" BACKER ROD AND SEALANT EA SIDE Q FIBER CEMENT PANELS ON a 18GA 7/8" HAT CHANNELS 1/2" GYPSUM WALL BOARD ON EDGE OF FOUNDATION ON METAL LINER PANEL. n 5 GLAZING SILL DETAIL Scale. 1 1/2 - 1-0 2 WALL SECTION PEMB MANUFACTURER IS TO INDICATE ALL STRUCTURAL FRAMING, METAL PANELS, AND TRIM. GLAZING FINISH AS SCHEDULED ON A2 ELEVATIONS METAL SHIM AS REQUIRED CONT. METAL FLASHING AND DRIP EDGE COLOR TO MATCH SW #6032 "DUTCH COCOA" STUCCO WALL SYSTEM ON 1/2" GLASS -MAT GYPSUM SHEATHING ON PEMB METAL WALL PANEL PEMB JAMB CHANNEL FRAMING SYSTEM (BY PEMB) INSULATION BY GC. SEE A3 SECTIONS FOR PERFORMANCE REQUIREMENTS V PEMB MANUFACTURER IS 54" 42" TO INDICATE ALL STRUCTURAL FRAMING, METAL PANELS, AND TRIM. 6 GLAZING JAMB DETAIL Scale. 1 1/2 — 1-0 1/2" GYPSUM WALL BOARD ON METAL LINER PANEL. BACKER ROD AND SEALANT EA SIDE EXTRUDED ALUM HEAD W/ INTEGRAL FLASHING AND WATER DAM AT SIDES TYP GYPSUM WALL BOARD (BEYOND) PEMB COLUMN (BEYOND) 51„ 41„ 4 2 4 GLAZING HEAD DETAIL INSULATION BY GC. SEE A3 SECTIONS FOR PERFORMANCE REQUIREMENTS PEMB HEADER CHANNEL FRAMING SYSTEM (BY PEMB) STUCCO WALL SYSTEM ON 1 /2" GLASS -MAT GYPSUM SHEATHING ON PEMB METAL WALL PANEL T.O. _WINDOW ELEV = 9'-6" CONT. METAL FLASHING AND DRIP EDGE SHIM AS REQUIRED GLAZING FINISH AS SCHEDULED ON A2 ELEVATIONS PEMB MANUFACTURER IS TO INDICATE ALL STRUCTURAL FRAMING, METAL PANELS, AND TRIM. GC TO COORDINATE AND PROVIDE WINDOW FRAME ATTACHMENT TO PEMB STRUCTURE PEMB WALL 1/2"3/4" I � I Imo_ I I I I I � VINYL FACE INSULATION AS SCHEDULED BY PEMB ' 40 STEEL CHANNEL BY PEMB. REF. STRUCTURAL DRAWINGS FOR �� 2" ATTACHMENT TO WALL. ,_T —------- ----- I � I I I II I I I I'� I I I , 1� /T I I I I , ° ZX X X A X >< I I I �I I C I I I I 4 I I I - �� I I I �I 7 5/8" /4' 3 7/8" DETAIL 1'-0 3/8" 3 Scale: 3" = V-0" T.O.S. 10'-10" AFF T.O. MASONARY 1 U-8" AFF STRUCTURAL CHANNEL W/ CLIP ANGLES - REF. STRUCTURAL DRAWINGS FIRE RETARDANT TREATED PLYWOOD SHEATHING WEATHER BARRIER EPS INSULATION BOARD KEYED NOTES PRE-ENGINEERED METAL BUILDING SYSTEM (BY PREFAB BUILDING MANUFACTURER) MINIMUM R-19 VINYL BACKED INSULATION + R-11 LINER SYSTEM WITH R-5 THERMAL BLOCKS AT EACH PURLIN (BY GC). INSULATION TO BE PULLED TIGHT. STANDING SEAM METAL ROOF - GALVALUME FINISH (BY PREFAB BUILDING MANUFACTURER) ROOF MOUNTED HVAC UNIT (REF MECHANICAL) INSULATION TO MEET THE REQUIREMENTS CALLED OUT IN TABLE C402.1.3 IN THE 2020 FLORIDA ENERGY CONSERVATION CODE. REFERENCE THE DESIGN VALUES ON THE CODE REQUIREMENT CHART ON SHEET A3a. (BY GC). METAL BUILDING GIRT (BY PEMB). �7 VERTICAL METAL LINER PANELS. 1/2" GYP BOARD OVER LINER PANELS W/ R-13 BATT INSULATION. METAL LINER PANELS TO DECK ABOVE; GYPSUM BOARD TO RUN TO 10'-0" AFF, PAINTED. PRE -FINISHED DOWNSPOUT & GUTTER (BY GC) l o GC SHALL COORDINATE WITH PRE-ENGINEERED METAL BUILDING MANUFACTURER AND PROVIDE ALL METAL CLOSURE, SEALANT, AND CAULKING TO WATERTIGHT FINISH. INCLUDING ALL ROOF SCUPPER LOCATIONS. 11 LOCATION OF 1 1/2" CONDUIT WITH PULLSTRING (ABOVE OFFICE) FOR SATELLITE LINE. PROVIDE WEATHERTIGHT SEAL AT HORIZONTAL PARAPET PENETRATION. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF CONDUIT. 12 1/2" MINIMUM GYPSUM BOARD ON 3 5/8"x2Oga MTL STUDS TO U/S STRUCTURE ABOVE 1 3 ADA COMPLIANT DRINKING FOUNTAIN, REFER TO PLUMBING. 14 CABLE TRAY SYSTEM (REF SHEET A9) 1 5 METAL BUILDING COLUMNS SHALL BE STRAIGHT. TAPERED COLUMNS & INTERIOR COLUMNS REQUIRE WRITTEN APPROVAL. HOLD INTERIOR CLEARANCE BETWEEN FACE OF COLUMNS ON SALES FLOOR. 16 CONC SLAB ON VINYL VAPOR BARRIER (REF STRUCTURAL) ❑STOREFRONT SYSTEM AS SCHEDULED - COORDINATE 1 WITH FLORIDA PRODUCT APPROVAL INSTALLATION GUIDELINES (REF SHEET A5) 18 UNDISTURBED EARTH AND COMPACTED SUB GRADE (REF STRUCTURAL AND GEOTECH REPORT) 19 PRE -FINISHED METAL SOFFIT (BY PEMB). 20 PRE -FINISHED METAL WALL PANELS (BY PEMB) PROVIDE TAMPER RESISTANT FASTENERS 8'-0" AFF AND BELOW. 21 PREPARED GRANNULAR FILL (REF STRUCTURAL) zz REINFORCED CONCRETE FOOTING (REF STRUCTURAL) 23 PREFINISHED METAL COPING BY PEMB (COORDINATE PROFILE W/ CORNICE AND PILASTER LOCATIONS) 24 EXTERIOR BUILDING SIGN (BY DOLLAR GENERAL) ZS FINISH GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 3" BELOW FINISHED FLOOR AT ALL PAVED AREAS AND A MINIMUM OF 6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS. (REF CIVIL DRAWINGS) 26 UNDER SOFFIT LIGHTING (REF ELECTRICAL) 27 COORDINATE DOWNSPOUT CONNECTIONS TO UNDERGROUND STORM LINE WITH CIVIL DRAWINGS. 2H INTERIOR WALL PAINTED (REF INTERIOR ROOM FINISH SCHEDULE) Zg FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON 8" SMOOTH -FACED CMU - REFER TO STRUCTURAL DRAWINGS. ALIGN FACE OF BLOCK WITH STEEL GIRT. PROVIDE PROPER ANCHORAGE TO STRUCTURE. (REF EXTERIOR ELEVATIONS) 30 MC CUE TRIM KIT, ORDER KIT "E". 31 FIBER CEMENT PANELS ON 7/8" HAT CHANNEL ON METAL WALL PANELS (REF EXTERIOR ELEVATIONS) 32 METAL COLUMN, WRAP WITH CARPET UP TO 48" AF.F. 33 V X 4' LIGHT FIXTURES HUNG WITH AIRCRAFT CABLE. ADD UNISTRUT TO PURLINS AS REQUIRED FOR HANGING 34 BLOCKING FOR BUILDING SIGNAGE. COORDINATE WITH SIGN VENDOR (REF SIGN BRACING DETAILS ON SHEET A8) 35 METAL CANOPY BY GC REFER TO EXTERIOR ELEVATIONS 36 SPANDREL GLAZING (REFER TO EXTERIOR ELEVATIONS) IN STOREFRONT SYSTEM 37 STUCCO WALL SYSTEM ON 1/2" FIRE -RETARDANT TREATED PLYWOOD SHEATHING ON METAL STUDS @ 16" O.C. ON METAL WALL PANELS, CTR TO PROVIDE ENGINEERING, (REF EXTERIOR ELEVATIONS). 38 STUCCO CORNICE ON EPS INSULATION BOARD 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 39 STUCCO ACCENT BAND OVER EPS INSULATION BOARD ON 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 4o STUCCO WALL SYSTEM ON 1/2" GLASS -MAT GYPSUM SHEATHING ON METAL WALL PANELS 41 STUCCO WALL SYSTEM ON SMOOTH FACE CMU CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title SECTIONS AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 A3b - TII'- T --. -- _ r- -- - -IBC-- ROOM SCHEDULE FLOOR BASE A WALL B WALL C WALL D WALL CEILING CEILING MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH NO ROOM NAME MATERIAL FINISH REMARKS CONCRETE CONCRETE 4" RUBBER / BLACK GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS - 2'X4' ACOUSTICAL WHITE 100 BREAK RM FLOOR SEALED WITH SEALER VINYL BASE TO ROOF DECK SW7005-PURE WHITE, TO 10'-0" AFF, SW7005-PURE WHITE, TO 10'-0" AFF SW7005-PURE WHITE, TO 10'-0" AFF SW7005-PURE WHITE, CEILING 8'-0" A.F.F. PRO -MAR LATEX WHITE METAL PRO -MAR LATEX PRO -MAR LATEX PRO -MAR LATEX SEMI -GLOSS LINER PANELS SEMI -GLOSS SEMI -GLOSS SEMI -GLOSS ABOVE CONCRETE CONCRETE 4" RUBBER/ BLACK GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS- 2'X4' ACOUSTICAL WHITE 101 OFFICE FLOOR SEALED WITH SEALER VINYL BASE TO 10'-0" AFF SW7005-PURE WHITE, TO 10'-0" AFF, SW7005-PURE WHITE, TO 10'-0" AFF SW7005-PURE WHITE, TO 10'-0" AFF SW7005-PURE WHITE, CEILING 8'-0" A.F.F. PRO -MAR LATEX WHITE METAL PRO -MAR LATEX PRO -MAR LATEX PRO -MAR LATEX SEMI -GLOSS LINER PANELS SEMI -GLOSS. SEMI -GLOSS SEMI -GLOSS ABOVE CONCRETE POLISHED 4" RUBBER/ BLACK REFER TO REFER TO INTERIOR REFER TO REFER TO INTERIOR REFER TO INTERIOR REFER TO INTERIOR REFER TO INTERIOR REFER TO INTERIOR EXPOSED TO PAINT EXPOSED SEE INTERIOR 102 SALES AREA FLOOR POLISHED CONCRETE VINYL BASE INTERIOR ELEVATIONS BELOW INTERIOR ELEVATIONS BELOW ELEVATIONS BELOW ELEVATIONS BELOW ELEVATIONS BELOW ELEVATIONS BELOW STRUCTURE STRUCTURE SHERWIN WILLIAMS ELEVATIONS (STEPS 1-9) WITH SEALER ELEVATIONS ELEVATIONS ABOVE - SW7005 PURE BELOW BELOW WHITE CONCRETE CONCRETE N/A N/A METAL LINER WHITE GYPSUM BOARD TAPED. PAINTED AS METAL LINER WHITE METAL LINER WHITE EXPOSED TO PAINT EXPOSED FINISH ALL 103 RECEIVING AREA FLOOR SEALED WITH SEALER PANEL FROM TO ROOF DECK REQUIRED BY CODE. MTL. PANEL FROM PANEL FROM STRUCTURE STRUCTURE SHERWIN WILLIAMS WALLS TO THE FLOOR TO 8'-0" AFF LINER PANEL TO DECK AS FLOOR TO 8'-0" AFF FLOOR TO 8'-0" AFF ABOVE - SW7005 PURE ROOF DECK ALTERNATE. WHITE CONCRETE SHERWIN WILLIAMS GYPSUM BOARD 8'-0" HIGH FIBERGLASS GYPSUM BOARD 8'-0" HIGH FIBERGLASS GYPSUM BOARD 8'-0" HIGH FIBERGLASS GYPSUM BOARD 8'-0" HIGH FIBERGLASS 2' X 4' WHITE 104 GENDER FLOOR SEALED ACRYLIC SILICONE RUBBER/ I BLACK TO 8'-0" AFF REINFORCED PANEL - TO 8'-0" AFF REINFORCED PANEL - TO 8'-0" AFF REINFORCED PANEL - TO 8'-0" AFF REINFORCED PANEL - GYP BD OR ACT NEUTRAL SILK CHOCOLATE V VINYL BASE "WHITE" "WHITE" "WHITE" "WHITE" CEILING @ HC-117 8'-0" A.F.F. CONCRETE SHERWIN WILLIAMS GYPSUM BOARD 8 -0 HIGH FIBERGLASS GYPSUM BOARD 8 -0 HIGH FIBERGLASS GYPSUM BOARD 8 -0 HIGH FIBERGLASS GYPSUM BOARD 8 -0 HIGH FIBERGLASS 2 X 4 WHITE 105 GENDER FLOOR SEALED ACRYLIC SILICONE 4" RUBBER/ BLACK � �� TO 8 -0 AFF REINFORCED PANEL - � �� TO 8 -0 AFF REINFORCED PANEL - � �� TO 8 -0 AFF REINFORCED PANEL - � �� TO 8 -U AFF REINFORCED PANEL - GYP BD OR ACT NEUTRAL SILK CHOCOLATE VINYL BASE "WHITE" "WHITE" "WHITE" "WHITE" CEILING @ HC-117 8'-0" A.F.F. SERVICE CONCRETE SHERWIN WILLIAMS �� GYPSUM BOARD 4'-0" HIGH FIBERGLASS GYPSUM BOARD 4'-0" HIGH FIBERGLASS GYPSUM BOARD SHERWIN WILLIAMS - GYPSUM BOARD SHERWIN WILLIAMS - 2' X 4' WHITE 106 FLOOR SEALED ACRYLIC SILICONE 4 RUBBER/ BLACK � �� TO 8 -0 AFF REINFORCED PANEL - � �� TO 8 -0 AFF REINFORCED PANEL - � �� TO 8 -0 AFF SW7005-PURE WHITE, � �� TO $ -0 AFF SW7005-PURE WHITE, GYP BD OR ACT CLOSET SILK CHOCOLATE VINYL BASE "WHITE" "WHITE" PRO -MAR LATEX PRO -MAR LATEX CEILING @ HC-117 SEMI -GLOSS SEMI -GLOSS. 8'-0" A.F.F. CONCRETE POLISHED GYPSUM BOARD SHERWIN WILLIAMS - SW6991 GYPSUM BOARD SHERWIN WILLIAMS - SW6991 GYPSUM BOARD SHERWIN WILLIAMS - SW6991 GYPSUM BOARD SHERWIN WILLIAMS - 2 X 4 ACOUSTICAL WHITE 107 HALLWAY FLOOR SEALED CONCRETE WITH 4" RUBBER/ BLACK � ,� TO 8 -0 AFF BLACK MAGIC, PRO -MAR TO 8 -0 AFF BLACK MAGIC, PRO -MAR � �� TO 8 -0 AFF BLACK MAGIC, PRO -MAR � �� TO 8 -0 A.F.F. ON SW7065 AGROS, PRO -MAR � �� CEILING @ 8 -0 (STEPS 1-9) SEALER (STEPS 1-9) VINYL BASE LATEX SEMI -GLOSS TO 48" LATEX SEMI -GLOSS TO 48" LATEX SEMI -GLOSS TO 48" BULKHEAD LATEX SEMI- GLOSS ABOVE A.F.F. AFF. SHERWIN WILLIAMS - AFF. SHERWIN WILLIAMS - AFF. SHERWIN WILLIAMS - 48" AFF. SW7065 AGROS, PRO -MAR SW7065 AGROS, PRO -MAR SW7065 AGROS, PRO -MAR LATEX SEMI- GLOSS ABOVE LATEX SEMI- GLOSS ABOVE LATEX SEMI- GLOSS ABOVE 48" AFF. 48" AFF. 48" AFF. r ART CORRAL ELEVATION 'A' ELEVATION 'C' SPANDREL GLAZING REFERENCE ELEVATIONS / PEMB FRAMING, PAINT TO MATCH ADJACENT WALL, TYP / . / i/I/ , _ / - O - O O / 3'-0" P5 T-0" 6-4" 3'-1" ELEVATION 'B' P2 /'1'-8 ELEVATION 'D' NOTE: ALL ALL PAINTED WALLS TO BE PRIMED FIRST, THEN PAINTED NOTE: INTERIOR HOLLOW METAL FRAMES AND INTERIOR DOORS TO BE PAINTED SW 6991 "BLACK MAGIC". EXTERIOR HOLLOW METAL DOORS AND FRAMES TO BE PAINTED - SEE SHEET A2 FOR EXTERIOR FINISHES. THE INTERIOR SIDE TO BE PAINTED SW 6991 "BLACK MAGIC". NOTE: ALL INTERIOR FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 AS DETERMINED IN ACCORDANCE WITH ASTM E84 37'-6" TO 36" A.F.F. WALL PAINT LEGEND P1 SW6910 "DAISY" P2 SW6991 "BLACK MAGIC" P3 SW7005 "PURE WHITE" p4 EXPOSED LINER PANEL p5 DENOTES GYPSUM BOARD, TAPED AND MUDDED ONLY ps SW7065 "ARGOS" NOTE: PAINT EXPOSED STRUCTURE SW7005 PURE WHITE SALES FLOOR PAINT ELEVATIONS Scale: 1/8" = V-0" FLOOR FINISH LOCATION PLAN Scale: 1/16" = V-0" NORTH CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 CA,iil )ICT POL81 ft4' * AR96059 Pq D FNN_a THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05 20 2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG B. WILLIAMS Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title ROOM FINISH SCHEDULE AND SALES FLOOR ELEVATIONS DO NOT SCALE DRAWING Project No. Drawing No. J C DT. 2 0.04 51 A4 I - - I IT n- I I I I I LI I _TT I C I DOOR SCHEDULE DOOR NO. Type WIDTH HEIGHT THICKNESS DOOR HARDWARE REMARKS 100 A 3' — 0" 7' — 0" 1 3/4" (1-1/2 PAIR HINGES), (1) FALCON PASSAGE LEVERSET #W101S—DANE-626 — NO KEY REQ'D., (1) HAGER DOOR CLOSER #5400. (1) IVES WALL STOP, #402-1/2B-26D SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED INTERIOR SIDE OF ALL DOORS AND FRAME TO BE SW6991, "BLACK MAGIC" (SEMI —GLOSS). 101 B 3' — 0" 7' — 0" 1 3/4" (1-1/2 PAIR HINGES), (1) FALCON STOREROOM LEVERSET #W581PD—DANE-626 — KEY #1, (1) HAGER DOOR CLOSER #5400, (1) IVES WALL STOP #402-1/2B-26D, (1) TACO DOOR SOLID WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED SW6991, "BLACK MAGIC" VIEWER #TA3310PC. (SEMI -GLOSS) — BOTH DOOR & DOOR FRAME. 102 E 3' — 0" 7' — 0" 1 3/4" (1-1/2 PAIR HINGES), (1) VON DUPRIN GUARD—X EXIT ALARM LOCK #2670-28, (1) HAGER DOOR CLOSER #5400, (1) DOOR SWEEP, WEATHERSTRIPPING. (1) 7015SC8-26D RIM HOLLOW CORE INSULATED METAL DOOR. SEE SHEET A2 FOR EXTERIOR PAINT; PAINT CYLINDER, (1) HAGER 8N PULL. INTERIOR SW6991, "BLACK MAGIC" — DOOR & FRAME. 103A C 6' — 0" 8' — 0" 1 3/4" (3 PAIR HINGES), (2) BURNS PULL PLATES #5410-32D-26D—GRIP, (2) BURNS PUSH PLATES #54—US32D,(4) IVES KICK PLATES #8400—S32D-8X34, (2) HAGER DOOR CLOSERS HOLLOW METAL DOOR PAINTED SW6991, "BLACK MAGIC" (SEMI —GLOSS) — BOTH DOOR & #5400. (2) IVES 4" DOOR HOLDER #452B26D-4. (1) IVES WALL STOP #402-1/2B-26D (PROVIDE PANIC HARDWARE IF DOOR IS FIRE RATED.)(NO DOOR HOLDERS IF FIRE —RATED.) DOOR FRAME. 103B D 6' — 0" 8' — 0" 1 3/4" (3 PAIR HINGES), (1) VON DUPRIN GUARD—X EXIT ALARM LOCK #2670-28, (1) VON DUPRIN GUARD—X DOUBLE DOOR STRIKE #2609, (1) DETEX DOULBLE DOOR HOLDER #DDH-2250 TOP & HOLLOW CORE INSULATED METAL DOOR. SEE SHEET A2 FOR EXTERIOR PAINT. PAINT BOTTOM, (2) HAGER DOOR CLOSERS #5400, (2) BURNS PULL PLATES #5410-32D-26D—GRIP, (1) 2" DOOR SCOPE #DS/1000MB, (2) 8" DOOR HOLDERS #608Z, (1) NATIONAL GUARD HD INTERIOR SW6991, "BLACK MAGIC" (SEMI —GLOSS) — BOTH DOOR & DOOR FRAME. THRESHOLD #425 HD-6 FT, (2) DOOR SWEEPS #770SAV-3FT, WEATHER—STRIPPING HAGER #892SAV. (1) 7015SC8-26D RIM CYLINDER 104 A 3' — 0" 7' — 0" 1 3/4" (1-1/2 PAIR HINGES), (1) FALCON STOREROOM LEVERSET #W581 PD—DANE-626 — KEY #2, (1) HAGER DOOR CLOSER #5400, (1) IVES WALL STOP #402-1/2B-26D. SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED SW6991, "BLACK MAGIC" (SEMI —GLOSS). UNDERCUT WOOD DOOR OR PROVIDE GRILL IN HM DOOR FOR VENTILATION. 105 A 3' — 0" 7' — 0" 1 3/4" (1-1/2 PAIR HINGES), (1) FALCON STOREROOM LEVERSET #W581PD—DANE-626 — KEY #2, (1) HAGER DOOR CLOSER #5400, (1) IVES WALL STOP #402-1/2B-26D. SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED SW6991, "BLACK MAGIC" (SEMI —GLOSS). UNDERCUT WOOD DOOR OR PROVIDE GRILL IN HM DOOR FOR VENTILATION. 106 F 6' — 0" 7' — 0" BY DOOR MANUFACTURER TO BE RE —KEYED BY DOLLAR GENERAL AREA MANAGER WITH (1) ILCO RIM CYLINDER #7015SC8-26D. 14'-0" BI—PART DOOR BY ASSA ABLOY, WITH KAWNEER STOREFRONT SYSTEM. BRONZE FINISH. SEE COVER SHEET FOR FLORIDA PRODUCT APPROVAL INFORMATION 107 A 2' — 8" 7' — 0" 1 3/4" (1-1/2 PAIR HINGES), (1) FALCON STOREROOM LEVERSET #W581 PD—DANE-626 — KEY #2, (1) HAGER DOOR CLOSER #5400, (1) IVES 4 DOOR HOLDER #452B26D-4, (1) IVES SOLID CORE WOOD DOOR OR HOLLOW CORE METAL DOOR PAINTED SW6991, "BLACK WALL STOP #402-1/2B-26D. MAGIC" (SEMI —GLOSS). UNDERCUT WOOD DOOR OR PROVIDE GRILL IN HM DOOR FOR VENTILATION. I NOTE: PULL HANDLES AND DOOR CLOSERS ARE TO BE LOCATE[ ON THE NON -SALES SIDE OF DOORS. 3' 0" A INTERIOR DOORS TYP. c CE) OFFICE DOOR O 00 NOTE: PULL HANDLES AND DOOR CLOSERS ARE TO BE LOCATED ON THE RECEIVING SIDE OF DOORS. NOTE: PROVIDE PANIC HARDWARE IF DOOR IS FIRE RATED PULL HANDLES 8" KICK PLATES FRONT & BACK—\ 3'-0„ 3,-0„ of CED INTERIOR RECEIVING DOORS e FULL HEIGHT ASTRAGAL (EXT.) —' D 2" VIEWER i� 8" KICK DOWN DOOR HOLD OPENERS 3'-010 L I V _D ADDRESS # 00 STEEL LINTEL AND SUPPORT COLUMNS AT \\ STOREFRONT ARE BY GC. \\ 0 O \ cl� HSS 4X4 REFER TO STRUCTUDRAWINGSAL o O O ;' HSS 4X4 REFER TO STRUCTURAL O O DRAWINGS \O 3'-2" 4' 4'-0" 01 4'-0" 4" 3'-2" 01 01 7>-0 14'-0" OT = TEMPERED (SAFETY) GLASS 0 STOREFRONT ENTRANCE c I C EXTERIOR F PULL HANDLE D o EMERGENCY EXIT ONLY A-M W -UNO ALARM PAP DEVICE 3'-0" (DD EMERG. EXIT 1 DOOR DETAILS Scale: NTS NOTE: MINIMUM REQUIRED R—VALUE FOR EXTERIOR OPAQUE DOORS IS R=1.10 HVHZ DOORS ARE REQUIRED TO HAVE A REFERENCED FLORIDA PRODUCT APPROVAL NUMBER GENERAL CONTRACTOR IS TO SELECT EXTERIOR DOORS BASED ON THE REQUIREMENTS STATED ABOVE. CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 # �.046E,NEDICTPQLSIAft4 , ' AR90069 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 11/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title DOOR SCHEDULE AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 A5 �1---I _T_—=�T - —� � � � � I I. i i � � �� .. I. I I ��I I '�� r i it .I. '�.. i i �.�:.:. I V➢ �.Nlh�ia � :Ji.l.. i i� i 1/2" GYPSUM BOARD ON 2-1/2" METAL STUDS @ 16" O.C. THIS WALL TO N ADA DRINKING FOUNTAIN (REF PLUMBING) 1/2" GYPSUM BOARD ON 3-5/8" METAL STUDS @ 16" O.0 WALL HYDRANT (REF PLUMBING) ALUMINUM STOREFRONT .J end - GENDER _ NEUTRAL bo IL - - - -- OD I _ IVES WALL MOUNTED 104 ( TYP DOOR STOP __1 HALLWA 1O 107 U A6 McCUE TRIM KIT 1105— WITH BUMPER 1 Typ GUARDS AND CAR�'-STO 6" i REF DTP 5 THIS SHEET) L �/— _J GENDER \I NEUTRAL IVES WALL _ - MOUNTED 81-01, DOOR STOP 00 • �10_ 1/2" GYPSUM BOARD ON 3-5/8" METAL STUDS @ 16" O.C. 100 ROOM 102 BREAK SALES AREA 7%2' co 100 ih v (i01 F co O IL 00 v/ C a- m O c U) I— C.0 12"X12" LOUVERED VENT co O FOR HUB DRAIN ACCESS - MAINTAIN REQUIRED HEIGHTS AND CLEARANCES FOR DRINKING FOUNTAINS 211 10 ACCESS PANEL DETAIL Scale. 1/2 —1-0 40" O REAR WALI. O O GENDER INTERNATIONAL SYMBOL OF ACCESSIBILITY NEUTRAI HC WALL SIGN SIGNAGE SHALL COMPLY WITH ANSI A117.1 2009 SIGNS SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR FINISHED BACKGROUND. -ch .h FLOOR J ® HC RESTROOM SIGN LOCATED ON THE WALL ADJACENT TO THE LATCH —o Y SIDE OF THE DOOR OR ON THE NEAREST ADJACENT WALL, _ Q o z N z p PREFERABLY ON THE RIGHT Q = ' It v 0° ADA M " 00 _7 cn 1 co n, 1 - SE ih ih = Zh i0 . FLOOR FINISHED N " q " 7 NOTE #2 N� ° R ACCESSIBILITY SIGNAGE SOAP GRAB BAR EWC RAIL ELEV TOILET AND MIRROR UNIT BABY HAND DRYERCOAT HOOK Scale: 1" = V-0" DISPENSER TOILET PAPER CHANGING HOLDER STATION NEW TACTILE EXIT SIGNAGE 9 MOUNTING HEIGHTS 8" HORIZONTAL BUMPER TRIMMED TO 8" SHORTER THAN THE SPACE WHERE 4'-011 MIN 6 TACTILE EXIT SIGNAGE Scale. 1/2 — 1 0 4'-0" M I N 0 co z 3/8" MIN TO 1/2" MAX CONTRACTOR TO VERIFY THAT EXISTING SIGNAGE COMPLIES WITH THIS DETAIL. IF SIGNAGE DOES NOT COMPLY OR DOES NOT EXIST THEN PROVIDE NEW PER DETAILS & AS REQUIRED BY LOCAL AUTHORITIES. FIN. FLR TACTILE CHARACTERS TO BE FONT 'SANS SERIF' (ALLUPPERCASE) WITH MAX. HEIGHT OF 2", WIDTH TO HEIGHT RATIO BTWN 3:5 AND 1:1 AND STROKE WIDTH TO HEIGHT RATIO BTWN 1:5 AND 1:10. CHARACTERS SHALL BE RAISED 1/32" FROM SIGN SURFACE. SIGNAGE BACKGROUND TO BE CONTRASTING COLOR TO TEXT GRADE 2 BRAILLE EITHER CENTERED OR JUSTIFIED LEFT 3/8" TO 1/2" MAX BELOW TACTILE CHARACTERS. SEE ADA ACCESSIBILITY GUIDELINES FOR BRAILLE SPECIFICATIONS. TACTILE EXIT SIGNAGE DETAIL 1/2" GYPSUM BOARD ON 2-1/2" METAL STUDS @L 16" O.C. 101 OFFICE IVES WALL MOUNTED DOOR STOP CONTRACTOR SHALL LEAVE 1'-6" 17" - 19' IVES WALL AN AS -BUILT SET OF --- —— — — — — — — — B MOUNTED DOOR STOP 8'-011 i� o CONSTRUCTION PLANS, ROLLED UP AND PLACED CLEAR FLOOR INSIDE 4"x36" PVC PIPE z MOUNTED HORIZONTALLY ON — SPACE FOR o Z THE WALL ABOVE THE DOOR N 1 LAVATORY CLEAR FIXTURE FLOOR SPACE 75 o 34" A.F.F: Z CV — — — — — -- co T-4" o ire Ln McCUE TRIM KIT WITH BUMPER GUARDS AND CART STOP (REF DETAIL 5 THIS SHEET) LOW WALL PARTITION (4'4" HIGH) 6 RESTROOM/OFFICE/BREAK ROOM PL RUTH Scale. 1/4 = 1 0 3 ADA CLEARANCES Scale: NTS i v nv wv v �r��v VENT (1) IN EACH RESTROOM 2 RESTROOM ELEVATIONS Scale: NTS 0 co Scale: 6" = V-0" 4 GRAB BAR DETAIL Scale: NTS MIRROR PAPER TOWEL HOLDER U INSULATE AROUND PIPES 8" MIN 1'-61 2 17" MIN. 888-774-3400 EXT. 925 TOILET ACCESSORIES B2740 BOBRICK DOUBLE TOILET TISSUE DISPENSER B253 BOBRICK PAPER TOWEL DISPENSER 54-US32D BURNS PUSH PLATE 5410-32D-26D-GRIP BURNS PULL PLATE DDH-2250 DETEX DOUBLE DOOR HOLDER DS/1000MB DOOR SCOPE (FOR RECEIVING EXIT DOOR) 608Z 8" DOOR HOLDER 770SAV-3FT 3 FT DOOR SWEEP 770SAV-4FT 4 FT DOOR SWEEP W101 S-DANE-626 FALCON PASSAGE LEVERSET W581 PD-DANE-626 FALCON STOREROOM LEVERSET A-24x36 GAMCO 24" x 36" ANGLE FRAME MIRROR 150Sx36 GAMCO 1 1/2" X 36" GRAB BAR 150Sx42 GAMCO 1 1/2" X 42" GRAB BAR 150Sx18 GAMCO 1 1/2" X 18" GRAB BAR MS-1 GAMCO MOP HOLDER 5400 HAGER DOOR CLOSER 7015SC8-26D * ILCO RIM CYLINDER 402-1/2B-26D IVES WALL STOP 4521326D-4 IVES 4" DOOR HOLDER 8400-S32D-8X34 IVES KICK PLATE 425 HD - 6 FT. NATIONAL GUARD HD THRESHOLD (FOR RECEIVING EXIT DOOR) TA331OPC TACO DOOR VIEWER 2670-28 VON DUPRIN GUARD-X EXIT ALARM LOCK 2609 ** VON DUPRIN GUARD-X DOUBLE DOOR STRIKE 892SAV-84INCH WEATHERSTRIPPING * MUST HAVE ONE RIM PER EXIT DEVICE. ** MUST HAVE DOUBLE DOOR STRIKE AND TWO DOUBLE DOOR HOLDERS FOR ALL DOUBLE EXIT DOORS. 18" VERTICAL GRAB BAR PER CODE STAINLESS STL. GRAB BAR 2 ROLL TOILET TISSUE HOLDER co 00 54 MIN. 42 MIN. 39" - 4111 O M r 12 o') M co CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 so ' 4 r l AR96059 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT 'APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title ENLARGED PLANS AND TOILET ROOMS DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 A7 N 91 M I BUILDING SIGN FOR THIS STORE PROTOTYPICAL MAIN BUILDING SIGN FOR 'A', 'B', 'E' &'F' SCHEMES PROTOTYPICAL MAIN BUILDING SIGN FOR'C' &'D' SCHEMES THIS IS THE PRIMARY PYLON SIGN FOR ALL LOCATIONS. 16'-1" 26'-0" 33'-3" N O LO 10'-11, THIS SIGN IS FOR SPECIALTY USE ONLY. 1 SIGN DETAILS Scale: NTS THIS SIGN IS TO BE PROVIDED AND INSTALLED BY THE DEVELOPER OR CONTRACTOR AT THE BEGINNING OF CONSTRUCTION PROJECT. 8'-0 1 /2" THIS SIGN IS FOR SPECIALTY USE ONLY. Buildinq Siqns Sign Size sign Weight # of Circuits Amps Voltage 3' x 23' box 380 1 bs . (1) 15 A 2.5 115 3'-9" x 26' box 441 1 bs . (1) 15 A 5 115 4'-6" x 33'-3" box 750 1 bs . (1) 15 A 8.4 115 5' x 40' box 1220 I bs . (1) 15 A 10 115 Building Letters Sign size Sign Weight # Of Circuits Amps Voltage 1811 8" 215 I bs . (2) 15 A 19.6 115 24" 288 1 bs . (1) 15 A & (1) 20 A 23.45 115 30" 387 1 bs . (2) 20 A 28 115 36" 649 1 bs . (2) 15 A & (1) 20 A 32.9 115 Monument signs Sign Size Sign Weight ## Of Circuits Amps Voltage 4' x 8' 188 Ibs. (1) 15 A 1.7 115 5'x 10' 375Ibs. (1) 15A 3.4 115 6' x 16' 738 lbs. (1) 15 A 5 115 SIGN SPECIFICATIONS 1. BUILDING SIGN: PROVIDE CONDUIT AND WIRE FROM ELECTRICAL PANEL TO THE SIGN CANOPY. THE CONDUIT IS TO BE 1" AND HAVE ONE SET OF lb/2 WIRE WITH GROUND. BUILDING CANOPY MUST BE SUFFICIENTLY BUILT TO SUPPORT THE DOLLAR GENERAL SIGN OF UP TO 1400 LBS. NOTE: IF THE LEASE SPECIFIES A 5-0" X 40'-0" BUILDING SIGN OR 24" LETTER SET (OR LARGER), 2 qty. - 10/2 WIRE WITH GROUND. 2. MONUMENT SIGN- PROVIDE CONDUIT FROM ELECTRICAL PANEL TO LOCATION OF THE MONUMENT SIGN BASE. BURY CONDUIT UNDER PARKING AREA. REFER TO ELECTRICAL PLANS FOR CONDUIT AND WIRES. 3. FINAL ELECTRICAL CONNECTIONS FOR SIGN SHALL BE THE SIGN VENDORS RESPONSIBILITY SINCE THE 'S BOX AND WIRES ARE IN PLACE. 4. SEE CHART ABOVE FOR SIGN SPECIFICATIONS. 5. SEE SHEET A8 FOR SIGN BRACING DETAILS. 6. MONUMENT SIGN CABINETS TO CLEAR 15' FROM GRADE AND EDGE SHALL BE LOCATED NO CLOSER THAN 10' TO ANY OVERHEAD UTILITY LINES. 10'-0 1 /2" THIS SIGN IS FOR SPECIALTY USE ONLY. NOTE: SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE PERMIT CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 AR98059 4; THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title SIGN DETAILS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 A7 DOLLAR GENERAL 24" RACEWAY LETTERS p�— Waft 24'-10 13/16" 8" 11-2 7/16" 12'-8 3/16' Sn 2 , N x u; ; u Raceway to be painted to match building color. SIDE ELEVATION 3/ 16" Yellow #2037 acrylic face with Semi -Gloss Black returns. To be mounted to Signcomp 8" raceway. Illuminated with AgiLight White LEDs. COLOR SPECIFICATIONS SQUARE FOOTAGE MYellow: match Spraylat C8-2633 ACTUAL BOXED METHOD M Brushed Aluminum: match Spraylat FM-171 = Black (Copy): match Spraylat Black ® Semi -Gloss Black (Metal): match Black Polyurethane ' Coal Gray: match PMS Cool Gray 5 I I Rock Bottom Gray: match Sherwin Williams SW7062 27.72 sq. ft. 49.80 sq. ft. 00 Green: match PMS 368C File Name: Dollar General Cutsheets_2013 1 35 SOUTH DAVID LANE Project #:13-0181 Page 16 of 33 KNOXVILLE, TIN 37922 OFFICE: 865-539-4❑01 Date:08/30/2013 E,�,G®,v��,,r®sw� - FAX: 865-539-0851 �zc' WWW.LINKENBR.COM Artwork is the property of Dollar General. Material herein shall not be copied or reproduced without permission. 24 NOTE: SIGNAGE SHALL BE SUBMITTED UNDER SEPARATE PERMIT 298 13/16 *SPACING OF MOUNTING PLATES *DRILL WEEP HOLES 17 1 /4 17 54 54 - 24 66 54 7 916(24) (26) (15) (15) (27) (28) (26) (19) (30) (19) (28) (27) (15) m®m o®®®® ea ®esfl ® ®®®@® ®®0® p®m®m a s ap ®®® p®®®0 p m® p a ®a p .p°�. A -pOa -� ®- -aog - °� -®°a ®®. .BPp.® - -p°B. f.m m I .p44®® _p,pRg •® p � po m o _p°B-®®m -®°® m ®- -pO�- 8®B� ®4 ep ®gip® e8 $e®m.n B® tl0p �m L— 66 1/ 2 - 77 1/ 2 - 68 144 142 1/4— *BOLT LETTERS TO RACEWAYS THICK COLOR -- 5 USING 1 4" HARDWARE (3) MODULES PER FT. (WHITE) (100) FEET ... 299 MODULES (3) LED 60 WATT; 12VOLT POWER SUPPLIES 0.8 AMPS EACH (INPUT) TOTAL (2.4 AMPS) @100-277V *USE (1) 20 AMP CIRCUIT WI.. CHRIS KOOB . BRIAN G. HALL MU 07/15/13 APPROVED BY DATF NOTE: ORDER CANNOT BE PROCESSED FROM ENGINEERING TO MANUFACTURING WITHOUT CUSTOMER APPROVAL DELAYS IN OBTAINING NECESSARY APPROVAL WILL ALTER PROJECTED SHIP DATE FACE .177 ACRY #2037 YELLOW NOTE: 127.75 FT. OF FILLER THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN *USE ACCUBEND FILE (6091 AC1) OM e ®9 ao —7�m 74 1 /4 *TRIM CAP SCREWS @ 15" O.C. 3/8" (4" X 13") ALUMINUM PLATE (PAINTED SAME AS RCWYS) RIVET HERE j 3/8" DIA. COUNTERSUNK BOLT WITH NUT, WASHERS 11 13 AND LOCK WASHERS RIVET HERE 3/8" (4- X 5.5") ALUMINUM PLATE ® YELLOW VINYL ON CLEAR POLY TAB D PS #1 PS #2 PS #3 (26) (24) (15) (15) (27) (28) (26) (19) (30) (19) (28) (27) (15) p Bm o ae-e m p®m ® a0 7 ® a 6 a p fl fl 6 0 6 p pe ®® a® p a m�a® ID ®® 00 pa pee pp pe pDea ®B/�fla e pop a 8 pQ® a p p°p p°p I 8aa 9® 8°p a ®® a°p pop ®® g F a ®g p Bop ®e 6°p ®m o a°a % pp 66 ®®0 B® pp pp as®..fl9 pp 00 ®® pp pg ipp 00 p pp pa e0 aB®m®® p6 I gym® 6®a. 0w®e0p m®®®e�pp ep ®®m 8p 9®Q..B® 9fl 6p®® *DRILL WEEP HOLES W 'NATIS N E R �Al L THICK COLOR CHASE (3) MODULES PER FT. (WHITE) (100) FEET ... 299 MODULES (3) LED 60 WATT; 12VOLT POWER SUPPLIES 0.8 AMPS EACH (INPUT) TOTAL (2.4 AMPS) CAD 100-277V *USE (1) 20 AMP CIRCUIT Fix ro- CHRIS K006 M: BRIAN G. HALL ure 01/10/14 APPROVED BY DATE NOTE: ORDER CANNOT BE PROCESSED FROM ENGINEERING TO MANUFACTURING WITHOUT CUSTOMER APPROVAL DELAYS IN OBTAINING NECESSARY APPROVAL WILL ALTER PROJECTED SHIP DATE M FACE .177 ACRY #2037 YELLOW BACK .063 ALUM WHITE TRIMCAP 1" BLACK LED N/A LS—CORE-45K—G2 WHT AGIL RETURN .040 ALUM IMATTE BLACK REMOTE, ENCLOSED POWER SUPPLIES (3) NOTE: 127.75 FT. OF FILLER THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN *USE ACCUBEND FILE (6091 AC1) `NIPPLES *TRIM CAP MOUNTED WITH �1 #8 SS THREAD ROLLING SCREW 0 15" O.C. CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title SIGN BRACING DETAILS DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 A8 fV G.C. T PROVIDE SPEAKER WIRE I CABLE TRAY FOR DG'S PEAKERS i? in N MS 15'-0" RECEIVING AREA 103 Efl- N SALES AREA BUNDLE ALL �02 WIRES AND ao ROUTE TO CABLE TRAY GRAPHIC UNISTRUT 10 LONG GRAPHIC UNISTRUT 10' LONG 1 TO BE CENTERED ON ENDCAP TO BE CENTERED ON ENDCAP AT i - .F.F70N THREADED AT 1_Tr-_T A.F.F. N THR ADED s ROD, AS CLOSE TO BA K AS ROD, AS CLOSE TO BACK AS POSSIBLE. UNISTRUT POSSIBLE. UNISTRUT MOUNTED FLAT SIDE OWN. MOUNTED FLAT SIDE DOWN. -4" 1" CONDUIT TO EMS PANEL iv **PRE -PUNCHED 1 114" GALVANIZED ANGLES ARE O GRAPHIC UNISTRUT 10' APPROVED EQUAL TO UNI-STRUT LONG TO BE CENTERED ON BELOW AUTOMATED DOORS AT 1 V-0" A.F.F. ON THREADED ROD. UNISTRUT MOUNTED FLAT SIDE DOWN. CABLE TRAY NOTE: 7 GC SHALL PROVIDE AND INSTALL WHITE CABLE TRAY LINER U 2 CABLE TRAY PLAN Scale: NTS U GEN GEN STOI 3 U4 U U 3 5/8" 20 GA. METAL STUD TO STRUCTURE ABOVE 1/2" MIN GYP BD TO DECK ABOVE BOX HEADER: 2 X 4 A.C.T. CLG jk (2) 6" 20 GA. METAL @ 8'-0" A.F.F. STUDS W/ 3 5/8" TRACK TOP AND 5/8" GYPSUM BOARD BOTTOM. TO 6" ABOVE FINISHED CEILING B.O. BULKHEAD @ T-0" A.F.F. NOTE: IF A GYPSUM BOARD CEILING IS INSTALLED IN THE HALLWAY AN ACCESS PANEL MUST BE INSTALLED FOR ACCESS TO THE WATER HEATER. (MINIMUM 20"x30") SECTION AT SOFFIT Scale: 1" = V-0" 3/32" 7x7 AIRCRAFT CABLE. INSTALL HANGER CABLES USING ALL ATTACHMENTS DEVICES AS SPECIFIED BY WIRE MANUFACTURER. TOP OF LIGHT FIXTURE MOUNTED @ 1 V-0" A.F.F., MOUNT WITH AIRCRAFT CABLE TO UNISTRUT, UNISTRUT ATTACHED TO UNDERSIDE OF PURLIN. - (:: 3 LIGHT ATTACHMENT DETAIL Scale. 1 1/2 — 1 0 TOP OF PEMB PURLIN (TYP) SUSPENDED GRID DETAIL REFLECTED CEILING PLAN NORTH 6 5 4 3 2 1 Scale: 1/8" = V-0" RUNNERS ga VERTICAL RS =THREE UNNER Scale: I" = V-0" LEGEND PANEL/CIRCUIT NO. A/12 LIGHT FIXTURE TYPE A NIGHT LIGHT CIRCUIT A NL LIGHT FIXTURE TYPE B LIGHT FIXTURE TYPE C 0 LIGHT FIXTURE TYPE D CLEAR OPENING PANEL 24" X24" EMERGENCY LIGHT W/ BATTER BACKUP �K LIGHT EXIT SIGN W/ BATTERY BACKUP EXIT N WALL PACK J BI-DIRECTIONAL SECURITY LIGHTING M SUPPLY DIFFUSER RETURN DIFFUSER CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION, DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title REFLECTED CEILING PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 A9 I N l l 112 I— —JI — — 17'-10" V I TERMINATION BAR - SEAL ALL BOX HEADER BY PEMB —�� AROUND. FASTEN @ 12" O.C. MAX STUCCO WALL SYSTEM ON i EDPM MEMBRANE GUTTER LINER GLASS -MAT GYPSUM BOARD SINGLE -PLY PRIMER METAL BUILDING PANEL BY TERMINATION BAR - SEAL ALL PEMB ILAROUND. FASTEN @ 12" O.C. MAX T/O EAVE STRUT 14'-4" 2 GUTTER DETAIL Q B LOCATI( (ABOVE SATELL WEATH I PARAPE PREFEF NON -PE MOUNT SKYWAI #611006 1 ROOF PLAN NORTH rrTA ��) METAL BUILDING STRUCTURE AND ROOF SYSTEM BY PEMB METAL BUILDING INSULATION BY GC PARAPET GUTTER BY PEMB. GC TO CUT AND BEND PEMB GUTTER TO ACCOMMODATE SCUPPERS. TERMINATION BAR - WRAP INSULATION FACE AROUND BAR, TYP. FASTEN @ 12" O.C. MAX Q BOX HEADER BY PEMB — STUCCO WALL SYSTEM ON GLASS -MAT GYPSUM BOARD METAL BUILDING PANEL BY PEMB HEADER/SILL PROVIDED BY PEMB. FIELD CUT AND INSTALLED BY GC. PREFINISHED 14GA METAL SCUPPER BY GC. B.O. SCUPPER 1/2" V.I.F. 12"D x 1 2"h X 1 8"W SCUPPER COLLECTOR BOX 6" x 6" SQUARE DOWNSPOUT PROVIDED BY GC Q N rn JOINT COVER AS CORNER FLASHING 1'-0\" �� 17'-10" U 00 t X1 1 /2'i SCUPPER/GUTTER DETAIL Q Scale: 1 1/2" = V-0" FASTEN SCUPPER @ 4" O.C. MAX FLASHING CENTERED OVER EDGE OF SCUPPER FLANGE EDPM MEMBRANE GUTTER LINER SINGLE -PLY PRIMER TERMINATION BAR - SEAL ALL AROUND. FASTEN @ 12" O.C. MAX METAL BUILDING STRUCTURE AND ROOF SYSTEM BY PEMB METAL BUILDING INSULATION BY GC PARAPET GUTTER BY PEMB. GC TO CUT AND BEND PEMB GUTTER TO ACCOMMODATE SCUPPERS. TERMINATION BAR - WRAP INSULATION FACE AROUND BAR, TYP. FASTEN @ 12" O.C. MAX Q 17'-10" BOX HEADER BY PEMB — HEADER/SILL PROVIDED BY PEMB. FIELD CUT AND INSTALLED BY GC. CONTINUOUS SEALANT B.O. OVERFLOW SCUPPER 14' - 1 /2" V.I. F. STUCCO WALL SYSTEM ON GLASS -MAT GYPSUM BOARD - METAL BUILDING PANEL BY PEMB �f �. 19'-0" 7. 22'-0" �. 19'-0" IC co L X, 1 /2" L�-- --� OVERFLOW SCUPPER DETAIL O Scale: 1 1/2" = V-0" FASTEN OVERFLOW SCUPPER @ 4" O.C. MAX FLASHING CENTERED OVER EDGE OF SCUPPER FLANGE EDPM MEMBRANE GUTTER LINER SINGLE -PLY PRIMER TERMINATION BAR - SEAL ALL AROUND. FASTEN @ 12" O.C. MAX METAL BUILDING STRUCTURE AND ROOF SYSTEM BY PEMB METAL BUILDING INSULATION BY GC PARAPET GUTTER BY PEMB. GC TO CUT AND BEND PEMB GUTTER TO ACCOMMODATE SCUPPERS. TERMINATION BAR - WRAP INSULATION FACE AROUND BAR, TYP. FASTEN @ 12" O.C. MAX GENERAL NOTES: 1.) INSTALL EPDM GUTTER LINEAR BEFORE PEMB BACKER PANEL AND ROOF PANELS 2.) INSTALL TERMINATION BAR IN ACCORDANCE WITH FIRESTONE DETAIL FF-T-1. 3.) REF SMACNA FIGURE 1-30 FOR OVERFLOW SCUPPERS. 4.) GC ATTACH SCUPPER BOX TO PARAPET GUTTER TO ENSURE POSITIVE DRAINAGE TO COLLECTOR BOX ENSURE WATER TIGHT TRANSITION 5.) GC TO PROVIDE CONTINUOUS SEALANT AT ALL MATERIAL TRANSITIONS 6.) REF SMACNA FIGURE 1-32B FOR DOWNSPOUTS 7.) REF SMACNA FIGURE 1-25F FOR CONDUCTOR HEAD 8.) REF SMACNA FIGURE 1-26 FOR THROUGH -WALL SCUPPERS CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 F Ft AR96059 'rr•:resrr a N 1 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title ROOF PLAN AND GUTTER DETAILS DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 A10 ALUMINUM CAP - PAINT TO MATCH WALL STUCCO WALL SYSTEM ON 1 /2" GLASS -MAT GYPSUM WOOD NAILER SHEATHING ON METAL WALL AS REQUIRED PANELS METAL TRACK STUCCO WALL SYSTEM ON 1-112" EPS INSULATION BOARD 1/2" MIN GYPSUM BOARD (BOTH SIDES) ON 3 5/8"x20ga CORROSIVE -RESISTIVE METAL STUDS @ 16"oc FIBER CEMENT PANEL SPACER FIBER CEMENT WALL PANEL ON 18GA HAT CHANNEL @ 12" O.C. ON METAL PANEL FIBER CEMENT PANEL CLIP — AND FASTENER FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING SEALANT BOTH SIDES METAL TRACK ELEV 0' 0" FINISH FLOOR FINISH FLOOR ELEV 0'-0" D FINISH FLOOR 7777 7777, GYP. BOARD ON MTL. STUDS, 10'-0" HEIGHT \ PEMB ROOF PANELS TYP. PURLIN/GIRT. SPACING (5'-0" O.C.) PEMB PURLIN/GIRTS. METAL STUDS, ATTACHED TO PEMB PURLINS/GIRTS. CONTINUOUS DEFLECTION RUNNER 1 1 /2" = V-0" INSULATION BY GC, COMPRESSED AS REQ'D. FOR BLOCKING GALVANIZED DEFLECTION TRACK WITH OFFSET LEGS TO ACCOMMODATE GYP. BOARD ON METAL RUNNER, FASTEN TO TRACK @ 24" O.C. C. :K. N TO ,BOVE .ABOVE" JRE BARD METAL STUDS @ 16" O.C. COLD FORMED FRAMING AT THE NS Ss PRE-ENGINEERED METAL PILASTERS TO BE BUILDING SYSTEM (BY PROVIDED BY GC AND PREFAB BUILDING TO BE DESIGNED, MANUFACTURER) SIGNED AND SEALED BY A STRUCTURAL SN' \S, ENGINEER LICENSED IN I I 1 1 /2" S HORZ MTL GIRT BY THE STATE OF FLORIDA I PEMB AND RETAINED BY GC. I FIBER CEMENT WALL PANEL NN ON 1 /2" FIRE RETARDANT I TREATED PLYWOOD ON METALSTUDS I I FIBER CEMENT PANEL CLIP FACE OF STEEL COLUMN AND FASTENER (BEYOND) I I FIBER CEMENT PANEL STARTER -NN TRACK NN ELEV 0' 0" 'FINISH FLOOR SS 1/2" GYPSUM BOARD ON METAL WALL PANEL TO 8'-0" \NS FIBER CEMENT PANEL ON 18GA a N HAT CHANNEL @ 12" O.C. ON FOUNDATION VINYL FACE INSULATION AS \NN R%, - — SCHEDULED BY GC FIBER CEMENT PANEL STARTER TRACK SN' SN FIBER CEMENT PANEL STARTER NNFLASHING Qzi • a a a ^a 4 4 ENLARGED WALL DETAIL 1 1 /2" = V-0" 3/4" 1 7 5/8" 1 4 3/4" 13 5/8" CORE -FILL 500 IN ALL NON-STRUCTURAL MASONRY CELLS, TYP @ PERIMETER — STUCCO WALL SYSTEM ON 8" SMOOTH FACE CMU 8" CMU WALL. REF. STRUCTURAL DRAWINGS FOR GROUTING AND REINF. STUCCO WALL SYSTEM ON 1 1 /2", 1-1/2" EPS INSULATION BOARD FIBER CEMENT PANEL SPACER FIBER CEMENT WALL PANEL ON 18GA HAT CHANNEL @ 12" O.C. ON CMU VERTICAL REINF (BEYOND) REF STRUCTURAL FIBER CEMENT PANEL CLIP AND FASTENER "BLOK-FLASH" BASE FLASHING SYSTEM FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING REF. CIVIL DRAWINGS---\ ELEV 0'-0" FINISH FLOOR z • FLOOR w/0.177"0 x1-7/16" P.A.F., a SHOT THRU A 1" 0 x 16GA. a HOLELESS WASHER \ a I � FULL HEIGHT PARTITION 2 EXTERIOR WALL AT CMU v a 0 ELEV -2'-0" � SIDEWALK REFER TO CIVIL DRAWINGS METAL STUDS @ 16" O.C. COLD FORMED 1 n r1 NOTE: PROVIDE FIBER CEMENT PANELS, HARDWARE AND ACCESSORIES PER MANUFACTURER'S RECOMMENDATIONS. FACE OF STEEL COLUMN (BEYOND) 1 /2" GYPSUM BOARD ON METAL WALL PANEL TO 8'-0" VINYL FACE INSULATION AS SCHEDULED BY GC FOUNDATION REFER TO STRUCTURAL SHEET FOR MORE INFORMATION ENLARGED WALL DETAIL@ PILASTER FRAMING AT THE PILASTERS TO BE FACE OF STEEL PROVIDED BY GC AND COLUMN (BEYOND) TO BE DESIGNED, tr SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN 1 /2" GYPSUM BOARD THE STATE OF FLORIDA ON INTERIOR METAL AND RETAINED BY GC. WALL LINER PANEL STUCCO WALL SYSTEM ON 1 /2" FIRE RETARDANT TREATED PLYWOOD SHEATHING ON METAL STUDS 3 5/8" METAL STUDS @ 16" O.C. STUCCO WALL SYSTEM ON 1 1 /2" 1-1/2" EPS INSULATION I I BOARD � I I I I \ I I I I I I FIBER CEMENT WALL PANEL I I ON 1 /2" FIRE RETARDANT TREATED PLYWOOD ON METAL STUDS FIBER CEMENT PANEL CLIP I AND FASTENER FIBER CEMENT PANEL SPACER FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING I REF. CIVIL DRAWINGS ELEV 0'-0" FINISH FLOOR 9 1 /2" COI 1 112 = 1'-0" FACE OF STEEL COLUMN (BEYOND) 1 /2" GYPSUM BOARD ON METAL WALL PANEL TO GENERAL NOTES: 1. CONTINUE WALL FINISH TO UNDERSIDE OF MTL DECK IN ROOMS WITHOUT CEILINGS. 2. ALL DIMENSIONS ARE FROM COLUMN REFERENCE LINE TO FACE OF PARTITION UNLESS OTHERWISE INDICATED. 3. N/A 4. COORDINATE ALL WALLS WITH MECHANICAL AND ELECTRICAL FOR CONCEALED PLUMBING, CONDUIT, RECESSED ITEMS AND OPENINGS. 5. PROVIDE BRACING AT ALL PLUMBING CHASES AND SIMILAR CONDITIONS. 6. PROVIDE 2X WOOD BLOCKING OR 16GA SHEET MTL AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT, FIXTURES AND CASEWORK. 7. ALL RATED WALLS TO HAVE 5/8" TYPE "X" GYPSUM WALL BOARD. 8. MTL RUNNER HEAD CHANNEL TO HAVE 2 1/2" LEGS AT ALL DEFLECTION HEAD DETAILS. DO NOT SECURE GYPSUM WALL BOARD OR MTL STUDS TO RUNNER LEG BUT USE THE SLIP CLIP INSTEAD. 9. ALL GYPSUM BOARD PARTITIONS TO HAVE MTL STUDS AT V-4" O.C. PROVIDE DEPTH, WIDTH AND GAUGE AS INDICATED. (SCHEDULE BELLOW IS FOR REFERENCE ONLY - VERIFY WITH WALL TYPE DETAIL) STUD SIZE GA. MAX. VERT. SPAN 3 5/8" 20 15.7 FT NON STRUCTURAL STUDS 22 14.11 FT NON STRUCTURAL STUDS 4" 20 16.9 FT NON STRUCTURAL STUDS 22 16.1 FT NON STRUCTURAL STUDS 6" 20 23.4 FT NON STRUCTURAL STUDS 22 22.4 FT NON STRUCTURAL STUDS 8" 20 31.6 FT STRUCTURAL STUDS NOTE: 1 . ALL 2 1 /2" MTL STUDS TO BE BRACED 4'-0" O.C. 2. PROVIDE 20GA STUDS BACK TO BACK AT ALL DOOR JAMBS. 10. N/A 1 1 . FILL VOID & DECK FLUTES WITH 10 PCF GLASS FIBER IN LIEU OF FIRE SAFING AT ALL NON -RATED CMU PARTITIONS. PROVIDE ACOUSTICAL SEALANT BETWEEN CMU & DECK (BOTH SIDES) AND PROVIDE 3/16" STEEL ANGLE 12. N/A 13. REFER TO FLOOR PLAN DRAWINGS FOR ALL FIRE RATED WALL LOCATIONS. 14. REFER TO FLOOR PLAN DRAWINGS FOR WALL AND PARTITION TYPE LOCATIONS. 15. EXPOSED INTERIOR CMU TO HAVE BULLNOSED CORNERS. 16. USE THE FOLLOWING TABLE FOR CMU MAXIMUM VERTICAL SPAN (SEE NOTE BELOW): CMU SIZE MAX. VERT. SPAN - INTERIOR WALLS NON -BEARING WALLS BEARING OR SHEAR WALLS 4" 12'-0" 6'-8" 6" 18'-0" 10'-0" 8" 24'-0" 13'-4" 101, 30'-0" 16'-8" 12" 36'-0" 20'-0" NOTE: EMPIRICAL MASONRY DESIGN IS DEPENDENT ON VARIALBLE FACTORS SUCH AS SOIL CONDITIONS IN SOUTHERN MICHIGAN, OHIO OR KENTUCKY, ETC. PER MASONRY CODE. CHECK WITH STRUCTURAL FOR REQUIRED MINIMUM REINFORCING. 17. N/A 18. REFER TO ROOM FINISH SCHEDULE FOR BASE AND WALL FINISHES. 1 /2" GYPSUM BOARD ON 3 5/8" METAL STUDS HORIZ METAL GIRT BY PEMB 3 5/8" METAL STUDS @ 16" O.C. VINYL FACE INSULATION AS SCHEDULED BY GC CORE -FILL 500 IN ALL NON-STRUCTURAL MASONRY CELLS, TYP @ PERIMETER 8" CMU WALL. REF. STRUCTURAL DRAWINGS FOR GROUTING AND REINF. z \ tY1 _ • a � 4 a a \� \ ENLARGED WALL DETAIL@ PILASTER 1 1 /2" = V-0" VERTICAL REINF (BEYOND) REF STRUCTURAL "BLOK-FLASH" BASE FLASHING SYSTEM COI 3 5/8" 7 5/8" n n n 1 1 /2" STUCCO WALL SYSTEM ON 8" SMOOTH FACE CMU STUCCO WALL SYSTEM ON 1-112" EPS INSULATION BOARD \ I SEALANT FIBER CEMENT PANEL SPACER FIBER CEMENT WALL PANEL ON 18GA HAT CHANNEL @ 12" O.C. ON CMU FIBER CEMENT PANEL CLIP AND FASTENER I I I I FIBER CEMENT PANEL STARTER TRACK FIBER CEMENT PANEL STARTER FLASHING ELEV 0'-0" z FINISH FLOOR �o a a Q 14 aQ EXTERIOR WALL @ BATHROOMS 1 1 /2" = V-0" CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 F P4 y®0 BENEDICTPOI.SINC4% 7 b. AR96059 0 2 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title WALL TYPES DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 A11 GENERAL NOTES CONSTRUCTION SITE NOTES: 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND CONSTRUCTION MEANS AND METHODS IN THE PERFORMANCE OF THE WORK. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION OPERATIONS. 2. CONTRACTOR TO COMPLY WITH ALL OSHA REGULATIONS, AND ANY OTHER SITE SAFETY REQUIREMENTS OF THE OWNER IN THE PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER AND ALL CONTRACTOR EMPLOYEES SHALL AT ALL TIMES WORK IN COMPLIANCE WITH THE OWNER'S SAFETY REGULATIONS AND ANY GENERAL CONTRACTOR SAFETY REQUIREMENTS. 3. PROVIDE ADEQUATE BRACING AND SHORING FOR CONSTRUCTION EQUIPMENT AND FOR THE BUILDING. PROVIDE SCAFFOLDING, SHEETING, TEMPORARY BARRIERS, BRACING OF EXCAVATIONS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON ERECTED FLOORS OR ROOFS IN EXCESS OF 80 PERCENT OF THE SPECIFIED DESIGN LIVE LOAD. MINIMIZE DYNAMIC IMPACT TO EXISTTNG STRUCTURES WHEN PLACING MATERIALS ON FLOORS OR ROOFS. 4. DO NOT OBSTRUCT EXISTING BUILDING DOORS OR EGRESS PATHS DURING THE PERFORMANCE OF THE WORK. 5. CONTRACTOR SHALL CLEAN THE SITE OF CONSTRUCTION DEBRIS TO MAINTAIN A SAFE ENVIRONMENT ON A DAILY BASIS. LEGALLY DISPOSE OF ALL HAZARDOUS AND NON -HAZARDOUS MATERIALS. GENERAL COORDINATION NOTES: 6. CONFORM TO ALL OWNER'S GENERAL AND SPECIAL CONDITIONS IN THE PERFORMANCE OF THE WORK OR AS HEREIN SPECIFED. 7. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL CODES, ACCESSIBILITY STANDARDS AS WELL AS ANY APPLICABLE OWNER'S CORPORATE STANDARDS. THE LOCAL CODE AUTHORITY HAS THE AUTHORITY TO INTERPRET CODE REQUIREMENTS AND THESE INTERPRETATIONS MAY VARY FROM NORMAL INTERPRETATION AND INFORMATION REPRESENTED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE OR THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR DIFFERENCES AND SHALL PROCEED WITH THE WORK ONLY UPON RECEIVING WRITTEN AUTHORIZATION 8. THE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT, OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. 9. CONTRACTOR TO OBTAIN ALL REQUIRED CONSTRUCTION PERMIT FORMS, PAY ALL RELATED FEES, AND ARRANGE FOR ALL REQUIRED INSPECTIONS AND APPROVALS. 10. BIDDER/CONTRACTOR SHALL VISIT THE SITE, EXAMINE AND VERIFY EXISTING CONDITIONS UNDER WHICH THE WORK SHALL BE CONDUCTED AND ACCOUNT FOR EXISTING FIELD CONDITIONS AND ACTUAL FIELD DIMENSIONS IN ALL BIDS SUBMITTED AND ALL WORK PERFORMED. REPORT ANY DISCREPANCIES IN THE EXISTING CONDITIONS IMMEDIATELY TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER 1 1 . CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, INCLUDING SPECIFICATIONS, OF INTERFACING TRADES AND OTHER RELATED CONTRACTS PRIOR TO BIDDING AND COMMENCEMENT OF WORK TO ENSURE COMPLETE COORDINATION OF FINISHED WORK. 12. EACH SUBCONTRACTOR IS RESPONSIBLE TO COORDINATE AND SCHEDULE THEIR WORK WITH THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS WHO'S WORK WILL BE AFFECTED. SPECIFICATIONS ARE APPLICABLE AND BINDING TO ALL CONTRACTORS AND SUBCONTRACTORS. REPORT ANY DISCREPANCIES, PRIOR TO CONSTRUCTION, TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER FOR REVIEW AND CLARIFICATION. 13. BEFORE AWARD OF CONTRACT, IF THERE ARE QUESTIONS ABOUT INTENT, CLARITY, APPLICATION OF NOTES, OR WORK SHOWN OR SPECIFIED, OR IF CONFLICTING DIRECTIONS ARE FOUND IN THE DOCUMENTS, THE GENERAL CONTRACTOR SHALL REQUEST WRITTEN CLARIFICATION FROM THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER. ANY CLARIFICATIONS OR INTREPRETATIONS OF THE CONTRACT DOCUMENTS PROVIDED AFTER CONTRACT AWARD SHALL BE AT NO ADDITIONAL COST. 14. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF AN OMMISSION OF NECESSARY DIMENSIONS OR INFORMATION., CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER. FIGURED AND CALCULATED DIMENSIONS TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAIL DRAWINGS AND LARGER SCALE DRAWINGS TAKES PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE. 15. SOME STANDARD SYMBOLS, ABBREVIATIONS AND DETAILS INDICATED IN CONTRACT DOCUMENTS MAY NOT BE APPLICABLE TO THIS SPECIFIC CONTRACT ISSUE. 16. DRAWING DETAILS ARE CONCEPTUAL IN NATURE AND ACTUAL FIELD CONDITIONS MAY VARY SLIGHTLY FROM CONCEPTUAL DEPICTIONS. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINIGS APPLY TO SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION 17. SUBSTITUTIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER. IF A SUBSTITUTION IS PROPOSED, SUBMIT COMPLETE SPECIFICATION AND PERFORMANCE DETAILS FOR EVALUATION. IF SUBSTITUTIONS ARE APPROVED, NOTIFY ALL OTHER CONTRACTORS AND SUBCONTRACTORS AFFECTED BY THE CHANGE AND FULLY COORDINATE ALL RELATED WORK. ANY COSTS RESULTING FROM THE SUBSTITUTION AND CHANGE IS THE RESPONSIBILITY OF THE CONTRACTOR. 18. COORDINATE AND PERFORM WORK BASED ONLY ON REVIEWED/ CERTIFIED SHOP DRAWINGS, A FIELD CHECK OF EXISTING CONDITIONS, AND INSPECTION OF NEWLY INSTALLED WORK. VERIFY THE LATEST REVISION OF CONTRACT DOCUMENTS, INCLUDING ALL INTERFACING DISCIPLINE DRAWINGS, BEFORE PROCEEDING WITH THE PROCUREMENT, DETAILING, FABRICATION OR INSTALLATION OF THE WORK. ANY SYSTEMS OR EQUIPMENT INSTALLED PRIOR TO REVIEW OF SHOP DRAWINGS BECOMES THE RESPONSIBILITY OF THE CONTRACTOR. 19. ALL EQUIPMENT SHALL BE INSTALLED IN FULL ACCORDANCE WITH MANUFACTURER'S DATA AND INSTALLATION INSTRUCTIONS. IT IS THE CONTRACTOR'S RESPONSIBILTY TO CHECK AND CONFORM TO MANUFACTURER SPECIFICATIONS AND REQUIREMENTS PRIOR TO STARTING THE WORK. VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURER OR SUPPLIERS BEFORE COMMENCEMENT OF CONSTRUCTION. VERIFY SIZE AND LOCATIONS OF ALL OPENINGS AND SUPPORTS WITH ACTUAL EQUIPMENT PURCHASED. REFER TO MANUFACTURERS STANDARD DETAILS FOR INSTALLATION. 20. ALL EQUIPMENT AND SYSTEMS SHALL BE COMPLETE AND OPERATIONAL IN ALL RESPECTS, SECURED IN LOCATION AND PROPERLY ADJUSTED. PROVIDE OPERATIONS AND MAINTENANCE MANUALS FOR THE OWNER AT THE COMPLETION OF THE WORK. 21. FULLY WARRANT ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS OTHERWISE SPECIFIED. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND DEFECTIVE DURING THE WARRANTY PERIOD. 22. BEFORE PENETRATING EXISTING CONCRETE OR SOIL SURFACES, CONSULT WITH ALL LOCAL UTILITIES' PROGRAMS FOR THE AREA OF WORK AND VERIFY LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES BY USE OF "ELECTRONIC" OR SIMILAR NON-INVASIVE DETECTOR DEVICES. IF POTENTIAL INTERFERENCES ARE DISCOVERED, PROPOSE ALTERNATE ROUTING AND ASSOCIATED COSTS TO THE OWNER'S REPRESENTATIVE OR ARCHITECT/ENGINEER FOR APPROVAL BEFORE PROCEEDING. 23. MAINTAIN MINIMUM CLEARANCE REQUIREMENTS OF EQUIPMENT MANUFACTURER'S SPECIFICATIONS OR RECOMMENDATIONS, OWNER STANDARDS, NATIONAL ELECTRICAL CODE (NEC), AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, AND REGULATIONS. 24. MAINTAIN A MINIMUM OF 6' 8" HEADROOM CLEARANCE FOR BULKHEADS, SUPPORTS AND UTILITIES PASSING OVER WALKWAYS, PLATFORMS OR CATWALKS. ARCHITECTURAL NOTES: 25. ALL FINISH FLOOR ELEVATIONS ARE FOR ARCHITECTURAL PURPOSES ONLY. REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR ACTUAL ELEVATIONS AND RELATIONSHIP TO SITE BENCHMARKS. 26. COORDINATE WITH MECHANICAL CONTRACTOR THE LOCATIONS OF ALL FLOOR DRAINS. 27. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT CENTERLINE OF DOORS AND SHALL BE %" HIGH MAXIMUM. 28. ALL PLAN DIMENSIONS ARE TO FINISHED FACE OF FINISHED WALLS, FACE OF MASONRY, AND CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. 29. PARTITIONS ARE TO EXTEND AND SEAL AGAINST THE BOTTOM OF THE DECK ABOVE UNLESS OTHERWISE NOTED. 30. INSTALL METAL TRIM ON ALL GYPSUM BOARD EDGES ABUTTING OTHER MATERIALS OR WHERE GYP BD STOPS SHORT OF OTHER MATERIALS TO FORM A REVEAL OR RECESS. USE METAL CORNER BEAD ON ALL GYPSUM BOARD EXTERIOR CORNERS. 31. ADD SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO WALLS. PROVIDE ADDITONAL STRUCTURAL SUPPORT (PLATES, ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE WEIGHT OF ATTACHED ITEMS EXCEED WALL CAPACITY. PROVIDE BACKING PLATES OR BLOCKING FOR ANY OWNER FURNISHED OR INSTALLED ITEMS. 32. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON PLANS OR ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS AS NECESSARY. 33. ALL EXTERIOR SURFACES TO HAVE A TEMPORARY OR PERMANENT WEATHER RESISTIVE BARRIER DURING CONSTRUCTION OPERATIONS TO PROTECT THE BUILDING INTERIOR AND WALL SURFACES. EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 34. THE AREA OF WORK SHALL BE MAINTAINED WEATHERTIGHT AND IN A SECURED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SECURE THE AREA OF WORK. 35. REFER TO FLOOR AND REFLECTED CEILING PLANS AND MECHANICAL AND ELECTRICAL DRAWINGS FOR SPACE ALLOCATIONS IN ROUTING OF ALL MECHANICAL AND ELECTRICAL WORK INCLUDING DIFFUSERS, REGISTERS, GRILLES, LIGHTS, ETC. THE REFLECTED CEILING PLAN LOCATIONS SHALL BE ADHERED TO UNLESS OTHERWISE NOTED ON DRAWINGS. EXCEPTIONS SHALL REQUIRE SPECIFIC WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER. NOTE THAT ELECTRIC LIGHT FIXTURE LOCATIONS AND FIRE SPRINKLER HEADS SHALL TAKE PRECEDENCE OVER OTHER UTILITY ITEMS IN ANY AND ALL LOCATIONS FOR AREAS WITH OR WITHOUT CEILINGS; THE CONTRACTOR SHALL COORDINATE AS REQUIRED, AND IF THERE IS NO APPARENT SOLUTION TO COORDINATION ISSUE, CONTACT THE OWNER'S REPRESENTATIVE OR ARCHITECT/ ENGINEER FOR A RESOLUTION. 36. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE INFORMATION, DETAILS AND DIMENSIONS NOT INDICATED ON THE ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS TO THE ARCHITECT/ ENGINEER OR OWNER'S REPRESENTATIVE, PRIOR TO CONSTRUCTION. 37. COORDINATE MECHANICAL AND ELECTRICAL EQUIPMENT CONCRETE PADS AND ROOF CURB LOCATIONS, SIZES, SUPPORTS AND CONSTRUCTION REQUIREMENTS, ONLY WITH REVIEWED AND CERTIFIED SHOP DRAWINGS OF THE RELATED TRADES. 38. REFER TO AND COORDINATE WITH STRUCTURAL DRAWINGS FOR ALL FLOOR AND EXTERIOR WALL PENETRATIONS. INSULATE AND WATERTIGHT SEAL ALL EXTERIOR WALL PENETRATIONS. 39. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS AND THE SPECIFICATIONS FOR WALL, FLOOR AND BUILDING SURFACES PENETRATION AND SEALING REQUIREMENTS. FIRE STOP ALL PENETRATIONS OF FIRE RATED WALL OR FIRE RATED FLOOR OPENINGS PER TESTED UL ASSEMBLIES AND AS REQUIRED BY CODE. 40. PROVIDE WALL AND CEILING ACCESS DOORS AS MAY BE REQUIRED BY CODE OR TO PROPERLY SERVICE OR ADJUST ALL VALVES, DAMPERS, CLEAN OUTS, ELECTRICAL JUNCTION BOXES AND OTHER DEVICES. DEMOLITON NOTES: 41. PLAN AND SCHEUDLE CONSTRUCTION AND DEMOLITION ACTIVITIES TO AVOID INTERFERENCE AND TO MINIMIZE DISRUPTION OF THE OWNER'S OPERATIONS. 42. SCHEDULE AND COORDINATE ALL DEMOLITION WORK AND UTILITY SHUT DOWNS AND TIE INS WITH THE OWNERS REPRESENTATIVE. PROCEED WITH WORK ONLY AFTER RECEIPT OF WRITTEN AUTHORIZATION. 43. DEMOLISHED MATERIALS, UNLESS OTHERWISE DIRECTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE BEFORE THE END OF EACH WORKDAY. OWNER RETAINED SALVAGED EQUIPMENT SHALL BE PROPERLY PROTECTED FOR REUSE OR CRATED FOR PROTECTION AND DELIVERED TO THE OWNER'S SITE STORAGE. ALL HAZARDOUS AND NON -HAZARDOUS MATERIALS SHALL BE PROPERLY DISPOSED OF OFF SITE AND PER ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 44. PERFORM CONSTRUCTION AND SELECTIVE DEMOLITION IN A MANNER TO PREVENT DAMAGE TO ANY EXISTING AND NEW STRUCTURES, UTILITIES AND OTHER PROPERTY. 45. ALL CUTTING AND CHASING OF BUILDING CONSTRUCTION SHALL BE IN A NEAT AND WORKMANLIKE MANNER. NEATLY SAWCUT ALL RECTANGULAR OPENINGS, SET SLEEVES THROUGH OPENINGS, AND FINISH PATCH OR PROVIDE TRIM AROUND OPENINGS. CORE DRILL AND SLEEVE ALL ROUND OPENINGS. 46. REPAIR SURFACES THAT HAVE BEEN DAMAGED BY THE WORK. REPAIR DAMAGE TO MATCH EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO WEATHER AND FIRE SEALING, INSULATING, PATCHING AND PAINTING TO MATCH. MISCELLANEOUS SUPPORT RELATED NOTES: 47. PROVIDE SUPPLEMENTARY OR MISCELLANEOUS STEEL FOR SUPPORT, SWAY BRACING, CROSS BRACING, AND ANCHORAGE OF BUILDING SYSTEMS OR UTILITIES, IN ORDER TO MEET SITE SEISMIC AND SYSTEM SPECIFIC INSTALLATION AND OPERATING CONDITIONS. 48. COORDINATE SUPPLEMENTARY OR MISCELLANEOUS STEEL WITH THE PRIMARY STRUCTURAL STEEL WORK. SUPPORT, BRACE, CROSS BRACE, GUIDE AND ANCHOR AS REQUIRED SO AS TO IMPOSE NO OVERSTRESSING OF THE BUILDING STRUCTURE BEYOND STATED LOADS INDICATED ON THE STRUCTURAL DRAWINGS. 49. DO NOT WELD TO, CUT OR DRILL BUILDING STEEL. 50. DO NOT WELD SUPPLEMENTARY OR MISCELLANEOUS STEEL TO BUILDING STEEL WITHOUT PRIOR WRITTEN APPROVAL OF PROPOSED DETAIL BY THE STRUCTURAL ENGINEER. WELDING TO SUPPLEMENTARY STEEL IS PERMITTED. 51. DO NOT HANG SUPPORTS FROM TOP CHORD OF TRUSS. USE ONLY APPROVED BEAM CLAMPS, C CLAMPS ARE PROHIBITED. CONSULTANT: SEAL: JOHN BENEDICT POLSINELLI, AR96059 OF FC o aicTPOLSIN, 7 AR96059 c% C. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG S. KORTMAN Project Leader Checked L. LONG G. KARANFILOVSKI Date Dept Mgr Approval 02/23/2021 L. LONG Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title GENERAL NOTES DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 Al2 GENERAL NOTES: 1. BUILDING AND DESIGN CODES: A. 2020 FLORIDA BUILDING CODE B. AISC 360-16: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (1 5 EDITION STRUCTURAL STEEL MANUAL) C. S100-16: NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS D. AWS STRUCTURAL STEEL WELDING CODE, D1.1-2020 E. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE F. ACI DETAILING MANUAL, 2004 G. STRUCTURAL WELDED WIRE REINFORCEMENT MANUAL OF STANDARD PRACTICE, WIRE REINFORCEMENT INSTITUTE, 2011 H. TMS 402 - 2016 BUILDING CODE FOR MASONRY STRUCTURES I. CRSI MANUAL OF STANDARD PRACTICE, 2009 J. SDI RD - 2017 STANDARD FOR STEEL ROOF DECK 2. DESIGN LOADS: A. LIVE LOADS: UNIFORM ROOF 20 PSF SLAB ON GRADE 100 PSF LIVE LOAD REDUCTION ON SUPPORTING ELEMENTS IN ACCORDANCE WITH, BUILDING CODE B. DEAD LOADS: ROOF DEAD LOAD 12 PSF C. WIND LOADS: 3 SECOND GUST WIND SPEED: Vult = 138 MPH (Vasd = 107 MPH) EXPOSURE: C RISK CATEGORY: II D. SEISMIC LOADS: SEISMIC IMPORTANCE FACTOR: 1.00 OCCUPANCY CATEGORY: II Ss: SPECTRAL ACC FOR SHORT PERIOD = 0.058g Si: SPECTRAL ACC FOR 1 SECOND PERIOD = 0.032g SITE CLASS D SDS: DESIGN SPECTRAL ACC FOR SHORT PERIOD= 0.062g SDI: DESIGN SPECTRAL ACC FOR 1 SECOND PERIOD= 0.51 g SEISMIC DESIGN CATEGORY A Fa = 1.6 Fv = 2.4 BASIC SEISMIC FORCE RESISTING SYSTEM: STRUCTURAL STEEL NOT SPECIFCALLY DETAILED FOR SEISMIC RESISTANCE DESIGN BASE SHEAR = 2.4 KIPS Cs = 0.01 R = 3.0 SEISMIC DESIGN PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE :M101190751 toy-3 . Ce: EXPOSURE FACTOR = 1.0 Cr: THERMAL FACTOR = 1.0 Pg = GROUND SNOW LOAD = 0 PSF F. ADDITIONAL DESIGN LOADS (ASD) INDICATED ON STRUCTURAL DRAWINGS SHALL BE IDENTIFIED AS FOLLOWS: DL = DEAD LOAD LL = LIVE LOAD WL = WIND LOAD EL = SEISMIC LOAD 3. GENERAL REQUIREMENTS: A. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE DRAWINGS. B. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING WORK OR FABRICATING MATERIALS. NOTIFY A/E OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE OF WORK. C. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL OPENINGS. D. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS. E. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF CONFLICTS REGARDING APPLICABILITY OF "TYPICAL DETAILS". F. DO NOT LOAD THE SLAB ON GRADE OR SUPPORTED SLAB WITH ERECTION CRANES OR ERECTION EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND WILL REQUIRE AN INCREASE IN THICKNESS AND/OR REINFORCEMENT. OBTAIN A/E APPROVAL ON PROPOSED CRANE SUPPORT PLAN FOR SLABS PRIOR TO COMMENCING WORK. G. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED FLOORS/ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR WILL ENSURE THAT ALL SUB -CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR ROOF. H. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. COMPLY WITH APPLICABLE REQUIREMENTS OF OSHA AND OTHER GOVERNING BODIES HAVING JURISDICTION AT THE SITE. 1. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR THE REQUIRED OPENINGS AND PROVIDE FOR REQUIRED OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT, VERIFY SIZE AND LOCATION OF OPENINGS WITH THE MECHANICAL CONTRACTOR. DEVIATIONS FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING THE CHANGES. J. LOADINGS FOR MECHANICAL EQUIPMENT ARE BASED ON THE UNITS SHOWN ON THE MECHANICAL DRAWINGS. ANY CHANGES IN TYPE, SIZE, OR NUMBER OF PIECES OF EQUIPMENT SHALL BE REPORTED TO THE ARCHITECT FOR VERIFICATION OF THE ADEQUACY OF SUPPORTING MEMBERS PRIOR TO THE PLACEMENT OF SUCH EQUIPMENT. K. SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS OF ALL SLAB DEPRESSIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATING OR INSTALLING STRUCTURAL MEMBERS. FOUNDATION: FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL ENGINEERING REPORT ENTITLED "GEOTECHNICAL EXPLORATION" DOLLAR GENERAL ZEPHYRHILLS NEC OF US 301 & C AVENUE, ZEPHYRHILLS, FLORIDA PREPARED BY UNIVERSAL ENGINEERING SCIENCES DATED FEBRUARY 25, 2021 1. CONTRACTOR TO PROVIDE FOUNDATION & FOOTING AS REQUIRED FOR PYLON SIGN OR MONUMENTAL SIGN REF. SPECIFICATIONS 2. COORDINATE STRUCTURAL PLANS AND DETAILS WITH REQUIREMENTS OF GEOTECHNICAL REPORT FOOTING DESIGN IS BASED ON 2500 PSF SOIL BEARING PRESSURE. 3. CONTRACTOR SHALL TREAT SOIL BELOW SLAB FOR TERMITES PER 2020 FBC SECTION 18164. 4. REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR GENERAL REQUIREMENTS OF EARTHWORK, OVEREXCAVATION, SUBGRADE PREPARATION, FILL AND COMPACTION, WATERPROOFING AND OTHER PERTINENT REQUIREMENTS AND INFORMATION. IF THERE IS A CONFLICT BETWEEN GEOTECHNICAL REPORT AND STRUCTURAL PLANS THEN THE MORE STRINGENT CRITERIA SHALL APPLY UNLESS OTHERWISE DIRECTED BY AN RFI. 5. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS WITH 1/2 INCH EXPANSION MATERIAL. LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR TO PIPE RUNS TO ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY, PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW THE FOOTINGS AND GRADE BEAMS. LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE ONTO ADJACENT TRENCH EXCAVATIONS. 6. MAINTAIN SUBGRADE AND FILL MOISTURE CONTENT UNTIL FOUNDATIONS ARE PLACED. 7. ARRANGE FOR OWNER'S INDEPENDENT TESTING AGENCY TO MONITOR CUT AND FILL OPERATIONS AND PERFORM FIELD DENSITY AND MOISTURE CONTENT TESTS TO VERIFY COMPACTION AND APPROVE FOOTING SUBGRADES PRIOR TO PLACING CONCRETE. 8. DO NOT PLACE FOOTINGS OR SLABS AGAINST SUBGRADE CONTAINING FREE WATER, FROST, OR ICE. 9. MAINTAIN PROPER SITE DRAINAGE DURING CONSTRUCTION TO ENSURE SURFACE RUNOFF AWAY FROM STRUCTURES AND TO PREVENT PONDING OF SURFACE RUNOFF NEAR THE STRUCTURES. PAD PREPARATION: RE: GEOTECH REPORT 1 . PROVIDE BATCH MIXING, TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI 301 AND ACI 318. USE ASTM C 150 CEMENT UNLESS NOTED OTHERWISE. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS AS SPECIFIED. A. COMPLY WITH ACI 301 REQUIREMENTS FOR CONCRETE MIXTURES. B. CONCRETE MIX DESIGN(S) SHALL BE PROPORTIONED ACCORDING TO ACI 301, FOR NORMAL -WEIGHT CONCRETE DETERMINED BY EITHER LABORATORY TRIAL MIX OR FIELD TEST DATA AS FOLLOWS: 1. COMPRESSIVE STRENGTH (28 DAYS): 4000PSI (27.6MPA), WITH A MAXIMUM WATER/CEMENT RATIO OF .53, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. CONCRETE MATERIALS INCLUDED IN THE MIX DESIGN SHALL BE THE SAME MATERIALS PROVIDED TO THE PROJECT, AND SHALL BE PREPARED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE OWNER. IF SUFFICIENT BACKUP DATA IS NOT AVAILABLE, THE LABORATORY MIX DESIGN SHALL EXCEED THE DESIRED JOB STRENGTH OF CONCRETE BY 1,200PSI. FOUR COPIES OF THE MIX DESIGN SHALL BE SUBMITTED TO THE OWNER BEFORE CONCRETE WORK BEGINS. 2. SLUMP: CONCRETE CONTAINING MID OR HIGH RANGE WATER REDUCER SHALL HAVE A MAXIMUM SLUMP OF 5'/" FOR THE INTERIOR SALES FLOOR SLAB AND 8" (200 MM) FOR OTHER AREAS. ALL OTHER CONCRETE SHALL NOT EXCEED 4 INCHES (100 MM UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. ADJUSTMENT TO CONCRETE MIXES: MIX DESIGN ADJUSTMENTS MAY BE REQUESTED BY GENERAL CONTRACTOR WHEN CHARACTERISTICS OF MATERIALS, JOB CONDITIONS, WEATHER, TEST RESULTS OR OTHER CIRCUMSTANCES WARRANT; AT NO ADDITIONAL COST TO OWNER AND AS ACCEPTED BY OWNER. LABORATORY TEST DATA FOR REVISED MIX DESIGN AND STRENGTH RESULTS MUST BE SUBMITTED TO AND ACCEPTED BY OWNER BEFORE USING IN WORK. BOTH THE CONCRETE TESTING AND INSPECTION AGENCY AND THE CONCRETE CONTRACTOR SHALL SATISFY THEMSELVES THAT THE CONCRETE MIX DESIGN WILL PRODUCE A CONCRETE WHICH WILL MEET THE SPECIFICATIONS FOR THIS PROJECT. IN ADDITION, THE GENERAL CONTRACTOR AND CONCRETE CONTRACTOR SHALL VERIFY THAT THE WORKABILITY, FINISHABILITY AND SETTING TIMES ARE APPROPRIATE FOR SLAB INSTALLATIONS. PLACEMENT SHALL BE MADE DIRECTLY FROM CONCRETE TRUCKS BY CHUTE. IF PUMPING OF THE CONCRETE IS CONTEMPLATED FOR ANY SPECIAL LOCATIONS, THE PROPORTIONS ESTABLISHED ABOVE SHALL NOT BE ALTERED TO SUIT THE CAPABILITIES OF THE PUMPING EQUIPMENT. FOR CONCRETE CONTAINING MACRO -SYNTHETIC FIBERS, ADJUSTMENTS REQUIRED TO PROVIDE REQUIRED PLACEMENT CONDITIONS MAY WARRANT USE OF ADDITIONAL WATER REDUCER. NO ADDITIONAL WATER IS PERMITTED INTO CONCRETE MIXTURE AFTER ADDITION OF MACRO -SYNTHETIC FIBERS. 4. INTERIOR CONCRETE SALES FLOOR: CONCRETE SHALL BE DESIGNED TO MEET 4000 PSI COMPRESSIVE STRENGTH @ 28 DAYS AND EXHIBIT < 0.04% SHRINKAGE @ 28 DAYS. THE MIX SHALL CONTAIN APPROXIMATELY 12 CUBIC FEET OF #467 AGGREGATE (1-1/2" TOP SIZE), THE SPECIFIED WATER REDUCING ADMIXTURE AND ACHIEVE A W/CM RATIO OF 0.53 (MAX.). CONCRETE SHALL BE NON AIR -ENTRAINED AND IN NO CASE SHALL THE CONCRETE BE DESIGNED FOR LESS THAN 4000 PSI (27.6MPA) @ 28 DAYS. PROPOSED MIX DESIGN SHALL BE SIMILAR TO THE FOLLOWING PROTOTYPE MIX: MATERIALS MIX AMOUNTS CEMENT 517-564LBS. FLY ASH/SLAG PROHIBITED COARSE AGGREGATE 12 CUBIC FEET +/- .50 (#467 STONE) FINE AGGREGATE 7 CUBIC FEET +/- (ADJUST AS NECESSARY) WATER CONTENT 250 - 300LBS. AIR CONTENT (ENTRAPPED AIR ONLY) 3.0% (MAX.) W/CM 0.53 (MAX.) WATER REDUCER (TYPE A/F) 30Z.-10OZ./100WT +/- (MID RANGE PREFERRED) INITIAL SLUMP (WATER) 3" FINAL SLUMP (WITH WATER REDUCER) 5.5" (MAX) SHRINKAGE <0.04% @ 28 DAYS 2. PREPARE AND SUBMIT MIXTURES FOR EACH CLASS OF CONCRETE ON THE BASIS OF LABORATORY TRIAL MIXTURES OR FIELD TEST DATA FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER 3. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS. HORIZONTAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY STRUCTURAL ENGINEER. NOTIFY STRUCTURAL ENGINEER OF PROPOSED CONSTRUCTION JOINT OR CONTROL JOINT LOCATIONS THAT ARE DIFFERENT OR IN ADDITION TO JOINTS INDICATED ON DRAWINGS. 4. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS OTHERWISE NOTED. 5. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE. CONCRETE CONT: STRUCTURAL STEEL: 1 . DESIGN, DETAIL AND ERECT STRUCTURAL STEEL ELEMENTS IN ACCORDANCE WITH THE 6. REFERENCE THE APPROPRIATE DISCIPLINE DRAWINGS FOR SUBSLAB PIPING, FLOOR DRAINS FOLLOWING: AND SLAB AND WALL PENETRATIONS. A. AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 7. AIR ENTRAINING ADMIXTURE MANYFACTURER SHALL PROVIDE WRITTEN CERTIFICATION B. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRENGTH DESIGN. THAT THE AIR -ENTRAINING ADMIXTURE IS COMPATIBLE WITH OTHER REQUIRED ADMIXTURES C. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. ALL EXTERIOR SLABS SHALL BE ENTRAINED (4%-6%). AIR-ENTRAING SHALL NOT BE USED IN D. AWS STRUCTURAL WELDING CODE, D1 .1. INTERIOR CONCRETE. 2. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS UNLESS OTHERWISE 8. COMPLY WITH RECOMMENDATIONS IN ACI 302.1 R FOR SCREEDING, RESTRAIGHTENING AND NOTED: FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE. A. STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A 992 B. EDGE ANGLES, BENT PLATES, HANGERS AND BRACES: ASTM A 36 A. INTERIOR FLOOR SLABS: MACHINE TROWEL FINISH C. STRUCTURAL PIPE: ASTM A 53, GRADE B, TYPE E OR S B. EXTERIOR SLABS: LIGHT FLEXIBLE BRISTLE BROOM FINISH D. HOLLOW STRUCTURAL SHAPES: ASTM A 500, GRADE C E. BASE PLATES AND MISCELLANEOUS STEEL PLATES: ASTM A 36 REINFORCING STEEL: F. ANCHOR RODS: ASTM F 1554, GRADE 36 1. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES 3. CONNECTION MATERIALS: IN ACCORDANCE WITH ACI 315 AND ACI 318. A. BEAM -COLUMN STIFFENER PLATES AND DOUBLER PLATES TO MATCH THE GRADE STEEL OF STRUCTURAL ELEMENT 2. PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A 615, B. HIGH STRENGTH BOLTS (SLIP CRITICAL JOINTS FOR ALL BRACES WHERE SPECIFIED): GRADE 60 DEFORMED. ASTM A 325 C. HARDENED STEEL WASHERS: ASTM F 436 3. COORDINATE PLACEMENT OF CAST -IN -PLACE EMBEDS AND ANCHOR RODS. SET ANCHOR RODS WITH A TEMPLATE. SECURELY ATTACH EMBED ITEMS TO FORMWORK OR REINFORCING. 4. WELD MINIMUM SIZE AND STRENGTH: A. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THE AISC 4. PROVIDE CLASS "B" REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE MANUAL. STANDARD 90-DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED. B. PROVIDE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION GROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL. 5. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL UNLESS C. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED ON ALL SHOP OTHERWISE NOTED: AND FIELD WELDS UNLESS OTHERWISE NOTED ON THE DRAWINGS. A. CONCRETE CAST AGAINST EARTH: 3 INCHES D. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENT CONNECTIONS, PROVIDE B. CONCRETE EXPOSED TO WEATHER WELDS TO DEVELOP FULL FLEXURAL CAPACITY OF THE LESSER MEMBER. NO. 6 AND LARGER: 2 INCHES E. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO ASTM A 233 NO. 5 AND SMALLER: 1 1/2 INCHES (CLASS 70). C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: F. ALL WELDS ARE CONTINUOUS FOR THE FULL LENGTH OF THE CONNECTION UNLESS SLABS AND WALLS OTHERWISE NOTED ON DRAWINGS. 1/2 NO. 14 AND NO. 1 8: 1 1/2 INCHES NO. 1 1 AND SMALLER: INCHES 5. PROVIDE MINIMUM OF TWO BOLTS PER CONNECTION. PROVIDE MINIMUM BOLT DIAMETER OF 3/4 INCH. 6. DO NOT WELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR APPROVED BY STRUCTURAL ENGINEER, 6. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT DIP GALVANIZED ACCORDING TO ASTM A 153, CLASS C WHEN USED TO CONNECT STEEL ELEMENTS THAT ARE HOT DIP GALVANIZED 7. WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT IN ACCORDANCE WITH AFTER FABRICATION. ASTM A 706 GRADE 60. USE LOW HYDROGEN ELECTRODES FOR WELDING OF REINFORCEMENT 7 PROVIDE SIMPLE SHEAR CONNECTIONS FOR STEEL CONNECTIONS NOT SPECIFIED OTHERWISE IN CONFORMANCE WITH "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL", UTILIZING HIGH STRENGTH BEARING BOLTS IN SINGLE OR DOUBLE SHEAR. PROVIDE DOUBLE AMERICAN WELDING SOCIETY, AWS D12.1. PROVIDE ASTM GRADE 40 REINFORCING BARS ANGLE OR SINGLE PLATE SHEAR TAB BOLTED CONNECTIONS. WHERE DETAILED BARS ARE TO BE WELDED TO A STEEL SECTION. A. UNLESS LARGER REACTION IS SHOWN ON DRAWINGS, PROVIDE MINIMUM DESIGN FORCES 8. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING. AS FOLLOWS: 1. NONCOMPOSITE BEAMS: BEAM -TO -BEAM OR BEAM -TO -COLUMN CONNECTION TO 9. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCEMENT WITH 90-DEGREE BENDS AND DEVELOP THE REACTION OF CONNECTED BEAM. OBTAIN END REACTION FROM EXTENSIONS AT CORNERS AND INTERSECTIONS AS SHOWN ON TYPICAL BAR PLACING DETAILS. ALLOWABLE UNIFORM LOAD TABLES IN PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION. 10. WHEN SHOWN ON DRAWINGS PROVIDE FIBRILLATED POLYPROPYLENE FIBERS ENGINEERED AND DESIGNED FOR USE IN CONCRETE COMPLYING WITH ASTM C1 116, TYPE III, 1/2 TO 8. ADD TO REACTIONS LISTED ABOVE, LOADS OR REACTIONS OF MEMBERS SUPPORTED BY 1 1/2 INCHES LONG. BEAM WITHIN THREE FEET OF BEAM END AND VERTICAL COMPONENTS OF FORCES IN BRACE MEMBERS FRAMING INTO BEAM. w A A C- !1 w 1 rl %/- 1. REINFORCED MASONRY WORK AND MATERIALS TO BE IN ACCORDANCE WITH THE BUILDING CODE FOR MASONRY STRUCTURES: TMS 402. 2. REINFORCED MASONRY TO CONFORM TO THE SPECIFICATIONS FOR MASONRY STRUCTURES TMS 602 -2016 (WITH THE EXCEPTIONS NOTED IN JOB SPECIFICATIONS. 3. PROVIDE CONCRETE MASONRY UNITS (CMU) OF NORMAL WEIGHT (125 PCF MINIMUM), GRADE N, TYPE I OR II, CONFORMING TO LATEST EDITION OF ASTM C 90. LAY UNITS IN RUNNING BOND UNLESS OTHERWISE NOTED. 4. PROVIDE MASONRY ASSEMBLAGES WITH MINIMUM PRISM STRENGTH (fm) OF 2,000 PSI, TESTED IN ACCORDANCE WITH ASTM C 140. 5. PROVIDE CONCRETE MASONRY UNITS IN ACCORDANCE ASTM C 426 LIMITS FOR DRYING SHRINKAGE OF CONCRETE BLOCKS. 6. PROVIDE VERTICAL REINFORCEMENT IN CMU WALLS AS SHOWN IN DRAWINGS. FILL THE REINFORCED CELLS SOLID WITH GROUT. MAXIMUM HEIGHT OF GROUT POURS TO BE AS PER THE SPECIFICATION FOR MASONRY STRUCTURES TABLE NO. 7. UNTIL WALL IS PERMANENTLY BRACED BY ROOF. 7. LAY HOLLOW UNITS WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. PROVIDE FULL MORTAR COVERAGE FOR WEBS WHEN ADJACENT TO GROUTED CELLS. 8. ALIGN VERTICAL CELLS TO BE FILLED WITH GROUT TO PROVIDE CONTINUOUS UNOBSTRUCTED VERTICAL CELLS. REMOVE OVERHANGING MORTAR OR OTHER OBSTRUCTION AND DEBRIS FROM THE INSIDES OF CELL WALLS. PROVIDE GROUT WITH 8 INCH SLUMP AND CONSOLIDATE BY MEANS OF HAND TAMPING TO ENSURE COMPLETE FILLING OF CELLS. 9. INSTALL ANCHORS, ACCESSORIES, AND OTHER ITEMS TO BE BUILT IN AS WORK PROGRESSES. 10. PERFORM CUTTING AND FITTING OF MASONRY WITH MASONRY SAWS PROVIDING CUT FINISHED UNITS. 11. CELLS AT OR BELOW FINISHED GRADE ARE TO BE GROUTED SOLID. 12. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, DO NOT SLOPE DOWEL MORE THAN ONE HORIZONTAL TO SIX VERTICAL. 13. WALL SHALL RECEIVE TEMPORARY BRACING. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED BY ROOF. 14. SPECIAL INSPECTION IS REQUIRED AS FOLLOWS: A. DURING PREPARATION OF REQUIRED PRISMS OR TEST SPECIMENS. B. DURING THE LAYING OF MASONRY UNITS. C. DURING PLACEMENT OF REINFORCING STEEL. D. FOR GROUT SPACES PRIOR TO CLOSING OF CLEANOUTS AND GROUTING. E. DURING ALL GROUTING OPERATIONS. FORWARD INSPECTION RESULTS TO THE ENGINEER OF RECORD. 15. GROUT FILL CORES SHALL CONFORM TO ASTM C478 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. 16. MORTAR SHALL COMFORM TO ASTM C270 A. MASONRY BELOW GRADE: TYPE M MORTAR B. EXTERIOR ABOVE GRADE MASONRY: TYPE S MORTAR 17. GALVANIZED HORIZONTAL REINFORCEMENT SHALL HAVE W1.7 (9 GAGE) SIDE AND CROSS RODS SPACED 16" ON CENTER. LAP REINFORCEMENT 7". 9. BRACE CONNECTIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS. ANGLE SIZES, PLATE SIZES, AND SIZE AND LENGTHS OF WELDS SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: A. DESIGN CONNECTIONS OF DIAGONAL MEMBERS TO DEVELOP THE LOADS SHOWN ON THE BRACE DETAILS. B. WHERE FORCES ARE NOT INDICATED ON THE DETAILS, DESIGN CONNECTIONS OF DIAGONAL MEMBERS TO DEVELOP THE FULL TENSILE CAPACITY OF THE DIAGONAL MEMBER. C. SIZE GUSSET PLATES AND ALL WELDS TO RESIST THE FORCE OF THE DIAGONAL MEMBERS. PLATES AND WELDS SHALL BE SIZED FOR TENSIONS, SHEARS, AND MOMENTS CAUSED BY CONCENTRIC AND ECCENTRIC FORCES. D. ALL BRACE CONNECTIONS SHALL USE WELDS OR FULLY TENSIONED A325 CLASS A SLIP CRITICAL BOLTS. 10. STEEL FABRICATION: A. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS/ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. B. CAMBER OF STRUCTURAL STEEL MEMBERS IS INDICATED ON THE DRAWINGS. WHERE POSSIBLE, CAMBER OF BEAMS TO BE APPLIED BY COLD BEND PROCESS. CAMBER INDICATED ON DRAWINGS IS INTENDED TO BE FINAL CAMBER AT TIME OF ERECTION, AND WITHIN A TOLERANCE OF MINUS ZERO TO PLUS ONE -EIGHTH INCH FOR EACH TEN FEET OF MEMBER LENGTH. C. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL BY THE A/E. D. BE RESPONSIBLE FOR ALL ERRORS OF DETAILING ON THE SHOP DRAWINGS, ERRORS IN FABRICATION, AND THE CORRECT FITTING OF STRUCTURAL STEEL MEMBERS. E. CONFORM TO THE AISC CODE OF STANDARD PRACTICE, FOR ERECTION TOLERANCES. FIELD MODIFICATION TO STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR APPROVAL BY THE A/E. F. CLEAN STEEL OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS WHERE REQUIRED FOR FABRICATION, FITTING UP, OR WELDING. G. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT PRIOR REVIEW AND APPROVAL OF THE A/E. 11. HOT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE. ITEMS INCLUDED BUT NOT LIMITED TO: A. SHELF ANGLES. B. PARAPET WALL SUPPORTING MEMBERS C. EMBEDDED PLATES IN CONCRETE D. BUILDING CLADDING SUPPORT STEEL E. EXAMINE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER ITEMS THAT REQUIRE HOT DIPPED GALVANIZATION. 12. PROVIDE GROUT FOR BASE PLATES THAT IS NON -SHRINK, NON-METALLIC GROUT WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 6000 PSI. COMPLETE GROUT WORK PRIOR TO PLACING ROOF CONCRETE OF A SINGLE STORY BUILDING OR PRIOR TO PLACING SECOND FLOOR CONCRETE OF A MULTIPLE STORY BUILDING. 13. SUBMIT CALCULATIONS FOR CONNECTION DESIGNS NOT DETAILED ON DRAWINGS. DESIGN CONNECTIONS UNDER SUPERVISION OF REGISTERED PROFESSIONAL ENGINEER, REGISTERED IN THE STATE WHERE PROJECT IS BEING CONSTRUCTED, EMPLOYED BY THE STEEL FABRICATOR. DESIGN CALCULATIONS TO BE SEALED BY FABRICATOR'S REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SUBMITTED WITHOUT COMPLETE DESIGN CALCULATIONS WILL NOT BE REVIEWED. WHERE PREDESIGNED CONNECTIONS ARE TAKEN DIRECTLY FROM TABLES IN AISC MANUAL, CALCULATIONS NEED NOT BE SUBMITTED PROVIDED JOB DESIGN CONDITIONS PRECISELY MATCH THOSE ASSUMED IN THE AISC MANUAL. STRUCTURAL STEEL CONT: 14. PROVIDE WASHERS FOR ALL CONNECTIONS WITH STANDARD, OVERSIZE AND SHORT SLOTTED HOLES. FOR LONG -SLOTTED HOLES PROVIDE WASHERS OR A CONTINUOUS BAR OF SUFFICIENT SIZE TO COMPLETELY COVER THE SLOT. PLATE WASHERS OR BARS TO BE MINIMUM OF 5/16 INCH THICK FOR LONG -SLOTTED HOLES. 15. WIDE FLANGE BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE MADE WITH BOLTED SHEAR TAB PLATE TYPE CONNECTIONS UNLESS OTHERWISE NOTED ON PLAN. ONE-SIDED CONNECTIONS SHALL BE DESIGNED AS ECCENTRIC CONNECTIONS. 16. FURNISH STEEL SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW PRIOR TO FABRICATION. INCLUDE WELDING PROCEDURES, TESTING PROGRAMS FOR WELDING AND HIGH STRENGTH BOLTING, COATING MATERIAL AND ERECTION SEQUENCE ON SHOP DRAWINGS. 17. MILL STEEL COLUMN ENDS TO FIT FLUSH WITH BASE PLATE, CAP PLATE AND END PLATES. FIELD ASSEMBLY OF THESE STEEL ELEMENTS TO THE COLUMNS IS PROHIBITED. 18. HEADED STUDS (SHEAR AND ANCHOR) AND DEFORMED ANCHORS: A. PROVIDE HEADED STUDS (SHEAR AND ANCHOR) MADE OF MATERIAL CONFORMING TO ASTM A 108. B. PROVIDE DEFORMED ANCHORS MADE OF MATERIAL CONFORMING TO ASTM A 496. C. WELD STUDS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MANUAL ARC (STICK) WELDING OF HEADED STUDS AND/OR DEFORMED ANCHORS IS NOT ALLOWED. 19. PRIOR TO DECK PLACEMENT, VERIFY THAT STEEL BEAMS BEARING ON MASONRY HAV 8 INCH MINIMUM BEARING AND ARE ANCHORED AS SHOWN ON DRAWINGS. 20. PROVIDE TEMPORARY SHORING OR BRACING DURING CONSTRUCTION PHASE, PRIOR TO COMPLETING CONNECTIONS AND POURING OF FLOOR SLAB. TEMPORARY CONSTRUCTION BRACING OF THE STRUCTURAL STEEL FRAME IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL REMAIN IN PLACE UNTIL AFTER THE PERMANENT BRACING SYSTEM HAS BEEN COMPLETED. 21. CLEAN STEEL TO BE PAINTED IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL POWER TOOL CLEANED SSPC-SP3. 22. ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WHITE OR LIGHT GREY TO PROVIDE DRY FILM THICKNESS NOT LESS THAN 1.0 MIL: ASPHALTIC PAINTS ARE NOT ACCEPTABLE. LIGHT GAGE STEEL: 1. PROVIDE ALL STUDS AND/OR JOISTS AND ACCESSORIES OF THE TYPE, SIZE, GAGE AND SPACING SHOWN ON THE DRAWINGS. 2. DESIGN ALL STRUCTURAL MEMBERS IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS" 3. FORM ALL FRAMING MEMBERS FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653 AND THE FOLLOWING STRENGTH REQUIREMENTS: FRAMING MEMBER GAGE MINIMUM YIELD STUDS, JOISTS 20,18 33 KSI STUDS, JOISTS 10,12,14,16 50 KSI RUNNERS, SOLID BLOCKING 20 33 KSI 4. PLACE ALL COLD -FORMED STEEL STUD WALL BRIDGING HORIZONTALLY WITH A MAXIMUM VERTICAL SPACING OF FOUR FEET UNLESS OTHERWISE NOTED. AS AN OPTION, CONTINUOUS COLD -FORMED CHANNELS MAY BE POSITIONED THROUGH THE STUD PUNCH OUTS AS BRIDGING PROVIDED THE CHANNEL IS PROPERLY FASTENED TO EACH STUD. 5. INSTALL AXIALLY LOADED STUDS IN A MANNER WHICH WILL ASSURE THAT THEIR ENDS ARE POSITIONED AGAINST THE INSIDE OF RUNNER WEB PRIOR TO FASTENING. 6. FASTEN COMPONENTS WITH SELF -DRILLING SCREWS OR WELDING. PROVIDE SCREWS OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS IS NOT PERMITTED. TOUCH UP ALL WELDS WITH A ZINC -RICH PAINT. LIGHT GAGE STEEL CONT: 7. WELDING OF COLD -FORMED STUDS MAY BE PERFORMED USING A MINIMUM ONE -EIGHTH INCH AWS TYPE 6013 WELDING ROD. 8. SECURELY ANCHOR RUNNERS TO THE SUPPORTING STRUCTURE. PROVIDE COMPLETE, UNIFORM, AND LEVEL BEARING SUPPORT FOR THE BOTTOM RUNNER. 9. SECURELY ANCHOR ABUTTING LENGTHS OF RUNNER TO A COMMON STRUCTURAL ELEMENT BUTT -WELDED OR SPLICED. 10. PLUMB, ALIGN, AND SECURELY ATTACH STUDS TO THE FLANGES OF BOTH UPPER AND LOWER RUNNERS. SPLICES IN STUDS ARE NOT PERMITTED. 11. PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALL OPENINGS. 12. STABILITY BRIDGING SHALL BE INSTALLED AT A MAXIMUM 4'-0" O.C. FOR SUSPENDED SOFFITS UNLESS OTHERWISE NOTED. 13. DESIGN OF METAL STUD FRAMING SHOWN IS BASED ON CEE TYPE (1 5/8" FLANGE) STUDS BY DALE INDUSTRIES. 14. SHOP DRAWINGS AND CALCULATIONS FOR COLD FORMED METAL FRAMING TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. PRE-ENGINEERED METAL BUILDING (PEMB) A. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN AND FURNISH ALL FRAMING TYPICAL UNLESS SPECIFICALY STATED ON THE STRUCTURAL DRAWINGS OTHERWISE. B. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP DRAWINGS IN A TIMELY MANNER PRIOR TO FABRICATION TO VERIFY LOADS USED FOR FOUNDATION DESIGN. C. FOUNDATION DESIGN AS SHOWN ON STRUCTURAL DRAWINGS IS PRELIMINARY ONLY. ITEM B. SHOULD BE SUBMITTED FOR FINAL DESIGN. D. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN & SUPPLY ENGINEERING FOR ROOF OPENINGS, ROOF TOP UNITS, AND ANY HUNG LOADS WITH OTHER TRADES. THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY, AND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND EXTERIOR SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) METAL BUILDING CERTIFICATION PROGRAM REQUIRED NATIONAL ACCOUNT VENDORS COMPANY CONTACTS PHONE # REQUIRED ITEMS RAINBIRD IRRIGATION LOCAL RAIN BIRD DISTRIBUTER WWW.RAINBIRD.COM IRRIGATION SYSTEMS EUCLID CHEMICAL COMPANY RETRO-PLATE SYSTEMS PROTOTYPE MANAGEMENT TEAM COMPANY I CONTACTS PHONE # MJM ARCHITECTS I GARY CONWAY 615-244-8170 1 www.mimarch.com ENTECH CONSULTANT: SEAL: GARY MAEDA, PE 68724 � ; •4� P1 �') fP N®.68724 STATE .f, THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG D. GRIFFIN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 G MAEDA Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title STRUCTURAL GENERAL NOTES DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 S1 FOOTING SCHEDULE FOOTING FOOTING SIZE FOOTING REINFORCEMENT NOTES MARK T W X L BOTTOM TOP FT2.0 2'-4" 2'-0" CONT. 2- #6 CONT. 2- #6 CONT. FT4 2'-4" 4'-0" X 4'-0" 6-#6 EA. WAY 5-#6 EA. WAY FT6 2'-4" 6'-0" X 6'-0" 9-#6 EA. WAY 7-#6 EA. WAY FT64 2'-8" 6'-0" X 4'-0" 10-#6 x3'-6" 7-#6 x5'-6" 10-#6 x3'-6" 7-#6 x5'-6" FT8 2'-8" 8'-0" X 8'-0" 13-#6 EA. WAY 13-#6 EA. WAY FT86 2'-8" 8'-0" X 13-#6 x5'-6" 10-#6 x7'-6" 13-#6 x5'-6" 10-#6 x7'-6" 6 5 4 3 2 1 AND BEAM END WALL S3A LIE D LINE D� 2 2A 4--L/- r7 r2A a S3 S3A S3 A00 D ' �= �- D $ 60° I 60° 1 60° 60° 00 4 FOUNDATION NOTES: S3 I I o0 -/ �, _ STEP r S3 1. ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. FTG `t 8" CMU SILL 3 �,r 2. SJ DESIGNATES SHRINKAGE CONTROL JOINT OR N WALL TO N CONSTRUCTION JOINT. 10'-0" AFF Si S3A RE DETAIL 1/S3 3. CONTRACTOR TO COORDINATE ALL CONDUIT AND PLUMBING rn 5 STUB -UP LOCATIONS WITH ELECTRICAL AND PLUMBING PLANS. 00 N s\3� �- - 4. FTx INDICATES FOOTING MARK- RE: FOOTING SCHEDULE. iti ( ( FT64 I 5. SIDEWALKS ARE NOT SHOWN ON STRUCTURAL PLANS OR i I I I C t I � y C RE: ARCH AND OR CIVIL DRAWINGS FOR TYPICAL SIDEWALK 1 1 I m S3A I � �� m INFO. t, —I 1 1, J w _:_ LL w `�' SJ 6. T/FTG INDICATES TOP OF FOOTING ELEVATION Qf 1 I 3 a 7. TOP OF BEAM DESIGNATED (XX'-X") ABOVE FINISHED FLOOR 00 8. RE: SHT S1 FOR GENERAL NOTES FF ELEV 0'-0" LINE(j) 3 cn cn cn cn cn cn cn cn cn U) N ? S3A N .1-0 KEY NOTES: 1 4 �1 4" CONCRETE SLAB WITH 6x6-W2.9xW2.9 WWF ABOVE VAPOR RETRADER mIL 1 1'-6" x V-0" x 9 1/2" S3 TYP m OVER 6" AGGREGATE BASEOR COMPACTED GRANULAR FILL OVER STEP DEEP COL POCKET T/FTG 0'-0" S3A Q PREPARED SUBGRADE. RE: 1/S3 FTG TYP @ INT TYP @ INT Si wSIM S3 > �� FT64 FT64 2 RE: ARCH FOR DOOR OPENING LOCATION. (:B z r o -�-L�Ll -{— g :N S3 �� _ - — j L 1 0� S2 I__ — L N FT8 FT8 FT8 FT8 6 o �SZ FIRE FT2.0 r I I Si T/FTG 0'-0" i \ I 11 - �; TYP UON S3 N 1 N 1 # 8 HAIRPIN TYP -'_'-' - -'-'-' ...... i •---- ---@ EACH PEMB o ��� r �� COLUMN o V 1 S2 � 1 6° I I 6° ° I ° 1 FT86 FT86 �o � i i I��- 60 � 6o i PRE-ENGINEERED METAL BUILDING PEMB 1 FT6 I I FT6 1 I -- 1 I' FT4 I I T 1 1- 1 2 [FT4 A. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN IT/FTG I AND FURNISH ALL FRAMING UNLESS SPECIFICALY STATED ON THE A I j _1.4 I I T — — I n STRUCTURAL DRAWINGS OTHERWISE. � - /"1 B. PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL DESIGN & (` - - - -'-I _ -'- 8" CMU SILL �._,_,_ _ � �, -dam �' -'-' SUPPLY ENGINEERING FOR ROOF OPENINGS, ROOF TOP UNITS, AND � I _ S4 WALL TO 9 ANY HUNG LOADS WITH OTHER TRADES. �..-�_�_�_ �_,_ _�_�_ _/ - - _ - - �� 5 3 10'-0" AFF 5 $ S3 4 - S2 S4 THE SCOPE OF THE PRE -MANUFACTURED METAL BUILDING STRUCTURE 2 4' 0" 4' 8" SHALL INCLUDE THE DESIGN, ENGINEERING, FABRICATION, DELIVERY, S3 S3 / 9 / 11 OOAND ERECTION OF THE COMPLETE STRUCTURAL STEEL FRAMING AND �/ _p" -� 2 Sq S3 LINE4A 4 EXTERIOR SKIN PACKAGE. THE METAL BUILDING MANUFACTURER SHALL CL S3 4 BE CERTIFIED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) COL S3 METAL BUILDING CERTIFICATION PROGRAM POST AND BEAM 12'-10%" ALONG END WALL 2 8'-8" 2 8'-0" 2 8'-0" 2 8'-0" 2 8'-0" ROOF BRACING THIS BAY BY PEMB VERT WALL BRACING THIS BAY BY PEMB 140'-8" A 00 6 5 4 3 2A 1 j� EDGE OF 8 CMU -/ SLAB 1'-4" 8" CMU SILL WALL FOUNDATION PLAN NORTH 5 END UVALL DETAIL B � Scale: 1/8" = 1'-0" Scale: NTS CONT C8x11.5 FOUNDATION 6 (10'-10") DESIGN LOAD ALONG © FOUNDATION FROM 4A TO © P GRAVITY = +7K 1'-0" 3'-0" DESIGN LOAD P HEAVY HEX P UPLIFT = -6K PGRAVITY = 37K NUT W/ 1'-0" COL BY COL, BASE PL AND 2 �1� OVERSIZED H LATERAL = t2K PEMB PUPLIFT = -29K ANCHOR BOLTS S4 NgSHEAVY PLATE - - - MANUF BY PEBM ti WASHER z I - - - BASE �NPOCKET S'S O CONCRETE I ! I MONOLITHIC FOOTING PIER BELOW = AND SLAB ON GRADE SOFFIT FRAMING `�+ "%„ 1 1/2 NOW w I I co ! i (BY PEMB) s+u'�dn ��0�' SHRINK GROUT P z 0 I � I c� 9 1/2" DEEP1 1/2' ( I -T/ CONC AT N I COL POCKET I GROUT NON -SHRINK S�XAX 6 F1554 POCKET RE: S3 FIN FL GR36 ROD «s S4 RE: SCHED O Q ¢ O Q 8" CMU COLUMN COVER REINF I � ELEV 0'-0" _ U_ -p o u_ W/ #5 EA CORNER AND MASONRY � o �o JOINT REINF @ 16" OC • • • • - L/ HEAVY r i M r I— '4 NUT W/ W/ PROVIDE CMU BOND BEAM REINF 2�-8 8" CMU W/ (2) #4 CONT ON ALL FOUR SIDES I- - - - - - - - -� N 1 SILL WALL OVERSIZED AT TOP OF COL COVER AT EL 10'-8" CONT C8x11.5 WASHER � 1 S4 (10'-10") TACK WELD OO O TO ROD FOR ANCHOR ROD SIZE, �� � • • • • 1 ALOMG () 5 QUANTITY, AND LOCATIONS VERT T/8P ER @ EL 0'-0"/ (8) #5 RE: PEMB DRAWINGS AND #4@6" TIES EL -0'-1 1/2" 6 3" COVER RE: PLAN RE: PLAN RE: FTG SCHEDULE FOR TYP REINF T&B ENTRANCE FRAMING PLAN 3 TYP ANCHOR ROD DETAIL 4 EXTERIOR FTG AND COLUMN 6 INTERIOR FTG AT PEMB COLUMN 2 _ Scale: 1" = V-0" Scale, 1/2 - 1-0 Scale: 1/2" = V-0" Scale: 1/8 - 1-0 A 28'-8° 28'-0° 28'-0° zs'-o" 28'-0° ROOF BRACING THIS BAY BY PEMB VERT WALL BRACING THIS BAY BY PEMB POST ALONG 140'-8" T/ FTG=-2'-9" IBC MASONRY SPLICE TP�� REINFORCING SIZE 8" MASONRY 1 BAR CENTERED 8" MASONRY 2 BARS IN CELL OR OFFSET BARS #4 15" 26" (2" CLR) #5 23" 40" (2" CLR) #6 43" 74" (2" CLR) CONSULTANT: SEAL: GARY MAEDA, PE 68724 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 11/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG D. GRIFFIN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 G MAEDA Client PALMETTO ZEPHYRHILLS -GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FOUNDATION PLAN AND SCHEDULES DO NOT SCALE DRAWING Project No. Drawing No. .ICDT.20.0451 S2 1 1/2" DEEP COL POCKE- PEMB EXTENDED SLAB FOUNDATION DESIGN LOAD PGRAVITY UPLIFT = 14K PUPLIFT = -15K HLATERAL = t4K TYP FOOTING io ALONG END WALL S3 1/2" = 1'-0" WALL PANEL BY PEMB SEE CIVIL DWGS FOR FINISH GRADE OR ASPHALT PAVING ELEVATION 3" COVER TYP EXTENDED — EDGE OF SLAB SHADED AREA INDICATES PORTION \ OF COLUMN FOOTING THAT SHALL BE HELD DOWN 0'-8" FROM FINISHED FLOOR (REF DETAIL 2/S3) NOTE: - BASE ANGLE FOR WALL PANEL AND FASTENERS BY PEMB #4 @ 12" DWLS 2'-0" i • \ 1 • • 1 2'-0" (2) #5 CONT T&B TURNDOWN SLAB 1 1 ALONG END AND SIDE WALL S3 1 /2" = V-0" 2\ FT86 — — — — — — — — — — — — — — — — � I I I I I I I I I I 7„ 7„ L — 1 DEEP COL POCKET COL BY N PEMB MANUF H 4'-0" 4'-0" TYP FOOTING 12ALONG SIDE WALL S3 1/2" = V-0" SLAB ON GRADE FIN FL ELEV U-0" 0 0 I N \ EDGE OF SLAB FOUNDATION DESIGN LOAD PGRAVITY = +8K PUPLIFT = -14K HLATERAL = t6K EDGE SLAB 0 i� 0 I 1/2" DEEP )L POCKET \\\— COL BY PEMB MANUF x \\V 8" CMU L �\\ J SILL WALL FOUNDATION DESIGN LOAD GRAVITY = +16K 1'-6" 2'-6" UPLIFT = -18K K LATERAL = t5K TYP FOOTING 7 ALONG ENDWALL S3 1 /2" - V-0" 6 1 -8 EXTENDED 8" 2'-4" EDGE OF SLAB I H COL BY PEMB MANUF — — — — — — — — — — — — EDGE OF SLAB I I� 0 0 I � — — — — — — — — — — 4» 4,> Qc 1 1/2" DEEP COL POCKET d 8„ ' EDGE OF SLAB --� 8" CMU � I SILL WALL I FOUNDATION DESIGN LOAD P GRAVITY = +7K 1'-0" P UPLIFT = -6K H LATERAL = t1 K 1'-6" 3'-6" FOOTING AT FRONT CORNER S3 1 /2" = 1'-0" 2' 0" I J 1 1/2" DEEP EDGE OF SLAB FT4 0 I 4 4 COL POCKET N I N N o O -N 1 EDGE SLAB O COL BY PEMB FOUNDATION 2'-2%2" H 9%2" MANUF DESIGN LOAD EXTENDED PGRAVITY = +7K " " 3'- 0 1'-0 EDGE OF SLAB PUPLIFT = -7K HLATERAL = t2K E \9\ FOOTING AT FRONT CORNER S3 1/2" = 1 '-0" 1/2" DIA x 2'-0" SMOOTH BAR AT 12" OC AT ALL DOOR LOCATIONS 4" CONC SLAB WITH #4@12" OC EW OVER 4" AGGREGATE BASE REF ARCH FOR SLAB ELEV TURN DOWN SLAB REQUIRED EGRESS DOOR SEE CIVIL DWGS FOR FINISH ` GRADE OR ASPHALT PAVING ELEVATION ONLY #4DWL@12"OC� #5 CONT T&B 8" 3/8" EXP JT THRESHOLD RE: ARCH SLOPE SLAB ON GRADE FIN FL ELEV 0'-0" IX • • oo� o 00 �� �\\ \lll 08 ' ' 1 (4) #4 @ 12" TOP EXTEND 3'-0" 1 BEYOND EA SIDE OF DOOR OPENING (BEND AT ENTRY) RE: PLAN RE: FTG SCHEDULE FOR REINF T & B 1'-0" TURNDOWN SLAB ON THREE SIDES DOWEL TO BLDG TUNDOWN SLAB SECTION AT ENTRANCE \\ AND EXITS WITH SIDEWALK S3 1/2" = 1'-0" 5 — — — — — — — — — — — — — — - I I I FT6 co I 0 1 N MU _I - WALL I 3'-0" H 3'-0" FOUNDATION DESIGN LOAD P GRAVITY = +8K PUPLIFT = -9K H LATERAL = t6K TYP FOOTING ALONG SIDE WALL S3 1 /2" = 1 T-0" L� EXTENDED EDGE OF SLAB COL BY PEMB MANUF— — — — EDGE OF �\ SLAB O 1'-6" 2'-2%2„ 9/2„ H EXTENDED EDGE OF SLAB o 0 I I — — — — — — — — — — I 1 1/2" DEEP COL POCKET � I --------1-- \ -- ---J I I EDGE OF SLAB L2'-O„ \ FOOTING AT REAR CORNER S3 1/2" = 1 '-0" JOINTS SHALL BE FILLED TYP SHRINKAGE FLUSH WITH JOINT FILLER JOINT (SJ) TYP CONST JOINT 1/8"x t/4 SAWCUT OR t/ IF NEEDED PREMOLDED INSERT t/3 t x x x oho o° o o° o°o Q° °° o°o °� 4 0°0 ° o ° o 0 0 0° o 0 0° o°o -1 1 1 11 I I I I I d I 11 1-I 1 III \ III -III' 1 1 1-I 111 11 1-1 1 1-1 11 11 1-1 11 PREPARED VAPOR RETARDER SUBGRADE LAP JOINTS MINIMUM 6" AGGREGATE BASE AND SEAL WITH PRESSURE OR COMPACTED SENSITIVE TAPE. GRANULAR FILL NOTE: 1. SAW CUT CONTROL JOINT SHALL BE COMPLETED BETWEEN 4 TO 12 HOURS AFTER CONCRETE SLAB HAS BEEN PLACED. 2. VAPOR RETARDER SHALL BE ASTM E 1745, CLASS A WITH A WATER VAPOR TRANSMISSION RATE OF 0.012 PERMS OR LESS AS TESTED BY ASTM E 96, NOT LESS THAN 10 MILS THICK SEE CIVIL DWGS FOR FINISH GRADE OR ASPHALT PAVING ELEVATION 1 N N N 3" COVER TYP RE: PLAN TYP SLAB ON GRADE S3 1/2" = V-0" A', 1 1 /4x1 /4x5" LC STRAP ANCH 0 ►- 2 O GIRT BY PEMB J �200 A COL, BASE PL AND WALL COL BY PEMB PLAN A -A MONOLITHIC FOOTING AND SLAB ON GRADE HAIRPIN ANCHOR HOOKED AROUND OUTSIDE AB CENTERED IN SLAB RE: PLAN _ FIN FL ELEV U-0" 1 1 TURNDOWN SLAB TURNDOWN SLAB BEYOND RE: 3/S3 & REINF CONT THRU 11/S3 FTG T&B RE: 3/S3 & 11/S3 RE: FTG SCHEDULE FOR RE: PLAN REINF T&B NOTE EXTERIOR FTG AT IN SIN LAB ON GRADE 1-%r-R A n r%r1I I I R A A I NOT SHOWN FOT CLARITY S3 1 /2" = V-0" H C8 BY PEMB MANUF 6 W/ 5/8" DIA HILT[ HIT HY-270 ADHESIVE ANCHOR 8" @ 16" OC AND 5 5/8" EMBEDMENT OIL T/ STEEL ELEV INTO GROUTED CORES 10'-10" LJ T/ WALL ELEVgk CONT C8x11.5 W/ 5/8" DIAx HILTI HIT HY-270 ADHESIVE ANCHOR ' ' RE: 1/S2 CMU BOND BEAM REINF @ 16" OC AND 5 5/8" EMBEDMENT INTO GROUTED CORES W/ (2)-#4 CONT 8" CMU WALL REINF W/ #5 @ 16" OC CENTERED GROUTED SOLID #4 @ 12" DWLS SEE CIVIL DWGS FOR FINISH GRADE OR 2'-0" SLAB ON GRADE \ ASPHALT PAVING ELEVATION FIN FL ELEV U-0" 3" COVER TYP \ 1 • • 1 2'-0" (2) #6 CONT T&B TURNDOWN SLAB \3\ AT FRONT WALLS S3 1/2" = V-0" CONSULTANT: SEAL: GARY MAEDA, PE 68724 It,- os o.66?24 -et ° TAT E OF L L- - zl THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT (APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG D. GRIFFIN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 G MAEDA Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FOUNDATION SECTIONS AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 S3 -- - - -- - � ------ 1- -TTT I -77- 1 1 -T- f 8" CMU SILL WALL REINF W/ #5 @ 24" OC 5 S3A 1 1/2" DEEP COL POCKET- CONC BUMPOUT AT COL TYP SEE CIVIL DWGS FOR RE: PLAN (3) #4 CONT FINISH GRADE OR EO SP, OF — PAVING ELEVATION ,g #4@12" OC VERT EF — 2'-6 ' SIM A -A I I I I I 2, 2A/S3A A #4@12" OC T&B CONT- 0 COL, BASE PL BEYOND BY PEMB, RE; 1/S1-01 FOR ANCHOR BOLT DETAILS 2'-0" 12" N 246 T&B MONOLITHIC FOOTING 1 1/2" NON SHRINK AND SLAB ON GRADE GROUT11 FIN FL 9 1/2" ELEV 0'-0" 1 #4@12" OC TOP A T/ FTG ELEV 4'-0" 4'-0" RE: PLAN FOUNDATION v DESIGN LOAD • • • . • P GRAVITY = 19K 2"x4" 3" COVER P UPLIFT = -19K KEYWAY 1'-6" AY2'-01'-6" #4@12" OC TYP TYP FOOTING BOT HLATERAL = t12K ALONG SIDE WALL EXTERIOR FTG AT PEMB COLUMN S3A 1/2" = V-0" 1 1/2" DEEP :,OL POCKET COL BY PEMB MANUF 8" CMU SILL WALL UNDATION SIGN LOAD AVITY UPLIFT K LATERAL TYP FOOTING ALONG ENDWALL S3A 1/2" = V-0" _ +16K _ -18K = t5K GIRT BY PEMB COL, BASE PL AND ANCHOR BOLTS BY PEMB WALL PANEL BY PEMB 1 1/2" DEEP COL POCKET CONC BUMPOUT AT COL TYP SEE CIVIL DWGS FOR — RE: PLAN (3) #4 CONT FINISH GRADE OR EO SP, OF--- PAVING ELEVATION --� _ I ttan19" nr #4@12" OC T&B CONT- w� iV U) L~L T/ FTG ELEV. RE: PLAN d- T RE: 2 & 2A/Ic FOR REINFC.,..,,,... SECTION S3A 1/2" = 1'-0" COL, BASE PL AND ANCHOR BOLTS BY PEMB RE: 1/S1-01 FOR ANCHOR BOLT DETAILS 2'-0" N #4@ 12" 2-#6 T&B EXTERIOR FTG AT PEMB COLUMN S3A S3A 1/2" = 1'-0" 9%2" [ 2'-0" MONOLITHIC FOOTING SECT A -A AND SLAB ON GRADE FIN FL ELEV 0'-0" #5@12" OC TOP 2 ONLY #4@12" OC TOP 2A T/ FTG ELEV #4@12" OC BOT TYP STEP FOOTING DETAIL S3A 1/2" = V-0" T/ FTG EL RE: PLAN CONSULTANT: SEAL: GARY MAEDA, PE 68724 ti ® NO.66724- STtTE0 s THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG D. GRIFFIN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 G MAEDA Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FOUNDATION SECTIONS AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 S3A TYP 3 S4 01 ELEV HSS8x8x3/8 RE: PLAN 2/S2 _:� 1 o RE: ARCH FIN FL OIL HSS8x6x3/8 — — — — — — — — — — — — — — — — — — — — — — — �o 3'-21' 4" (I HSS 4x4xl/4 TYP WELD TO BOT OF STL 3/16 LINTEL TYP 14'-0" 411 I 31-2" 00 MONOLITHIC FOOTING AND SLAB ON GRADE ELEV U-0" ELEVATION AT STOREFRONT ENTRANCE S4 SCALE: 3/8" = V-0" 3" 1 Innn__n 3 DETAIL S4 SCALE: NTS T / STEEL T / CMU WALL ELEV 10'-8" STER T / STEEL ELEV 8'-2" PL 7 1/2x3/8x1'-0" LG W/ (2) 3/4"x8" LG HEADED STUD ANCHORS co 0 (0 _1 T ih 3 3/4" 3 3/4" ole 7 1/2" C7 rn 4 PL 7 1/2x3/8x1'-0" LG W/ (2) 3/4"x8" 3" LG HEADED STUD ANCHORS ih - (o 1 o M 3 3/4" 3 3/4" 7 1/2" Fod sTal 4 EMBED PLATE DETAIL S4 SCALE: NTS HSS BEAM RE: 2/S2 #5 @ 16" OC CENTERED IN GROUTED CELL FROM FOOTING TO T/WALL DOWEL TO FOOTING LION 31/201/2xl/4 A x U-3 1 /4" HSS4x4xl, RE: PLAN PLUG WELD COL / CLIP - S.B.S A� SECTION A -A 2 1/2" DIA ACCESS HOLE FOR PLUD WELD HSS4x4xl /4 RE: PLAN 3 1/2x3 1/2x1/4x 0'-3 1/4" BASE ANGLE INSTALLED FIRST THEN HSS4x4 COL IS SLIPPED OVER BASE ANGLE AND PLUG WELDED TO VERT LEG OF BASE ANGLE FIN FL ELEV 0'-0" 5/8" DIA x4" HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH 4" EMBED COLUMN BASE PLATE DETAIL S4 SCALE: NTS 4 FT6 F 1'- 4" WELD TO EMBED PL EP1 n, BOT OF STL & EP2 RE: 3/S4 N C) LINTEL TYP EDGE OF SLAB (2) . . . . . EXTENDED EDGE OF SLAB �>> FOUNDATION _J DESIGN LOAD #5@8" 8" CMU N J U 2'-8" PGRAVITY = 8K PUPLIFT = -9K HLATERAL = t6K DETAIL S4 1 1/2" DEEP 7" 7" COL POCKET COL BY PEMB N MANUF I 1'-6" 1'-6" 6,> S _ 6„ 1 H TYP FOOTING ALONG SIDE WALL S4 1/2" = V-0" 0 I d- 0 I N EDGE OF SLAB 8" CMU SILL WALL ELEV RE: ARCH OL B/ DECK ELEV VARIES T/CMU COL COVER ELEV 10'-8" ELEV 10'-0" CONT C8 WITH 5/8" DIA HILT[ 1 270 ADHESIVE ANCHORS @ V WITH 5" EMBEDMENT INTO GF CORES GIRT BY PEBM CMU WALL RE: PLAN - 1 1/2" DEEP COL POCKET A SEE CIVIL DWGS FOR FINISH GRADE OR ASPHALT PAVING ") o o ELEVATION c co of I 1—III: IIIIIIP! O L ao °6 N N 0o u 3" COVER TYP RE: PLAN � � 1 rrwiv i civ i r�r�iv�c S4 3/4" - V-0" A 8" CMU WALL 1 1 /4x1 /4x5" LG STRAP ANCH - �=) ,0 U0 COL, BASE PL AND ANCHOR BOLTS BY PEBM PLAN A -A GROUT FILL TYP 1 112"' NON SHRINK GROUT • 1�=����li- / I� i1:1:1 1 TURNDOWN SLAB' REINF CONT THRU FTG T&B RE: 6/S3 RE: PLAN EXTERIOR FTG AT PEMB COLUMN S4 1/2" = V-0" COL BY PEBM MONOLITHIC FOOTING AND SLAB ON GRADE - HAIRPIN ANCHOR HOOKED AROUND OUTSIDE AB CENTERED IN SLAB RE: PLAN FIN FL ELEV 0'-0" TURNDOWN SLAB BEYOND RE: 6/S3 RE: FTG SCHEDULE FOR REINF T&B NOTE WWF IN SLAB ON GRADE NOT SHOWN FOR CLARITY INC. ZER'S CONSULTANT: SEAL: GARY MAEDA, PE 68724 0 68724 STAI E 0, F Y THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG D. GRIFFIN Project Leader Checked L. LONG Date Dept Mgr Approval 02/23/2021 G MAEDA Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title SECTIONS AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 S4 DOTE: -HE LOCATIONS FOR THE VAULT CONTAINING THE BACKFLOW PREVENTER, HE POST INDICATOR VALVE. AND THE FIRE DEPARTMENT CONNECTION ARE SITE SPECIFIC. COORDINATE LOCATIONS WITH CIVIL AND ARCHITECTURAL PLANS. SPARE HEAD BOX, PROVIDE THE FOLLOWING: * (6) OF EACH TYPE OF SPRINKLER USED * (1 ) WRENCH FOR EACH TYPE OF SPRINKLER USED FIELD LOCATE ADJACENT TO RISER. WATER MOTOR GONG MOUNT MIN. 7'-6" ABOVE FINISHED GRADE RETARD CHAMBER REQ. ALL INSTALLATIONS 0 0! 461 p PRESSURE SWITCH AS REQ. BY FIRE 0 o ALARM DESIGNER z U' Dl-o o � i OQ JW JLd z � Q 0 Q 0O J Q O 00 0 0 ALARM PIPING 4" NPS MIN, ALARM VALVE MOUNT 24" - 60" AEE RISER CLAMP GROOVED CONNECTIONS ONLY ALLOWED ON PIPING LESS THAN 6" NPS NOTE: SYSTEM VALVES AND GAUGES SHALL BE ACCESSIBLE FOR OPERATION, INSPECTION, TESTS, AND MAINTENANCE. PER NFPA 13,8.1.2. PRESSURE GAUGE TO BE VISIBLE FROM FLOOR RISER MANIFOLD W/ PRESSURE GAUGE, WATERFLOW SWITCH / & INSPECTOR'S TEST VALVE (GROOVED CONNECTION AUTHORIZED FOR USE ON 6" MANIFOLD ASSY.) MOUNT 36" - 60" AFF CHECK VALVE TO FIRE DEPARTMENT CONNECTION MAIN DRAIN 2" NPS MIN. l 1 Ow �o z� Q 0�0 OUTSIDE STEM & YOKE (OS&Y) GATE VALVE W/ TAMPER SWITCH - CHAIN & LOCK IN Q OPEN POSITION o� z 0 O 0 Q J S Q 0 I 0 z_ FIRE PROTECTION DESIGN CRITERIA ROOM NAME NFPA 13 HAZARD CLASSIFICATION DESIGN DENSITY (GPM/SQ FT)(AREA) SPRINKLER HEAD TEMPERATURE RATING DEC F SALES AREA ORDINARY HAZARD GROUP 2 (0.20) (1500) 165 BREAK AREA ORDINARY HAZARD GROUP 2 (0.20) (1500) 165 OFFICE LIGHT HAZARD (0.10) (1500) 165 RESTROOMS LIGHT HAZARD (0.10) (1500) 165 HALL LIGHT HAZARD (0.10) (1500) 165 RECEIVING/STAGING ORDINARY HAZARD GROUP 2 (0.20) (1500) 165 SUPPORT IF NEEDED SUPPLE 0 0 a d z ®�1 BRANCH OR _ MAIN N 1 " X 1 /2" REDUCER SLEEVE FLOORL_JMIN. OF 6" NPS FIRE MAIN SUSPENDED PENETRATION CEILING NOTE: ALL RISER VALVES, FITTINGS & EQUIPMENT SHALL BE UL/FM APPROVED RECESSED FOR FIRE PROTECTION SERVICE. INSTALLATION SHALL COMPLY WITH ALL PENDENT NFPA REQUIREMENTS. PROVIDE TAMPER SWITCHES AND SUPERVISORY SPRINKLER HEAD CONTROLS AS REQUIRED. FIRE RISER CONCEPT DETAIL NO SCALE TYPICAL PENDENT SPRINKLER HEAD DETAIL SCALE: NOT TO SCALE CLEVIS I SUPPOR JOIST Of ABOVE - UNDERSIDE OF DECK (IF ICH TYPICAL UPRIGHT SPRINKLER HEAD DETAIL SCALE: NOT TO SCALE FIRE PROTECTION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE TURN KEY INSTALLATION USING UNDERWRITER LABORATORIES UL LISTED PRODUCTS INCLUDING DESIGN, OBTAINING APPROVALS AND COORDINATION WITH OTHER TRADES. INSTALL TO MEET NFPA NO. 13 AND 72 AND THE LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS. 2, SUBMIT WORKING PLANS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL FIRE PROTECTION ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED, TO AUTHORITIES THAT HAVE JURISDICTION. NORR, LLC DESIGN DOCUMENTS ARE FOR PERMIT PURPOSES, THE DESIGN IS NOT INTENDED TO LIMIT THE CONTRACTOR FROM PROVIDING ANOTHER DESIGN THAT MAY BE MORE ECONOMICAL AND STILL MEET THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 3, WORKING PLANS AND COMPUTERIZED HYDRAULIC CALCULATIONS SHALL BE PREPARED BY A MINIMUM LEVEL 3 N.I.C.E.T. CERTIFIED SPRINKLER LAYOUT DESIGNER. DRAWINGS SHALL BE SIGNED AND THE N.I.C.E.T. CERTIFICATE NUMBER INDICATED ON PLAN. ALL DRAWINGS, INCLUDING AS-BUILTS, SHALL BE SUBMITTED ON DISC USING AUTO CAD. 4. THE HYDRAULIC CALCULATIONS SHALL INCLUDE THE PRESSURE DROP THROUGH ALL PIPE, FITTINGS AND DEVICES, INCLUDING THE PRESSURE DROP THROUGH THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER, FROM THE MOST HYDRAULIC REMOTE POINT OF THE SPRINKLER SYSTEM TO THE LOCATION OF THE TEST HYDRANT. 5, SUBMIT DRAWINGS TO LOCAL FIRE DEPT. AND OBTAIN NECESSARY APPROVALS, PERMITS AND CERTIFICATES PRIOR TO SUBMISSION TO THE ENGINEER FOR FINAL REVIEW. 6. WHERE REQUIRED BY CODE OR DIRECTED BY LOCAL AUTHORITIES, CONTRACTOR SHALL PROVIDE SEISMIC HANGING & CONSTRAINTS ON ALL PIPING IN COMPLETE ACCORDANCE WITH THE LATEST ISSUE OF THE STATE MECHANICAL BUILDING CODE, LOCAL CODES AND NFPA. 7. FIRE PROTECTION CONTRACTOR SHALL PROVIDE A GUARANTEE COVERING ALL DESIGN, INSTALLATION, MATERIAL AND WORKMANSHIP FOR ONE YEAR FOLLOWING DATE OF ACCEPTANCE BY CVS. 8. THE HYDRAULIC CALCULATIONS SHALL BE BASED ON THE LATEST FLOW TEST DATA: 9. THE FOLLOWING INFORMATION SHALL BE PROVIDED BY THE FIRE PROTECTION CONTRACTOR AT SUBMITTAL OF SHOP DRAWINGS AND CALCULATIONS: a. STATIC PRESSURE PSI: XX b. RESIDUAL PRESSURE PSI: XX c. FLOW GPM: XXXX d. FLOW/TEST HYDRANT LOCATIONS: Hyd.#1-Location. Hyd.#2-Location e. DATE OF TEST: XX-XX-XXXX f. TIME OF TEST: XXXX g. RESPONSIBLE PARTY CONDUCTING TEST: XXXX h. HYDRANT OUTLET DISCHARGE COEFFICIENT: XXXX 10. PIPING SHALL BE SLOPED TO DRAIN BACK TO SPRINKLER RISER, AUXILIARY DRAINAGE IN ACCORDANCE WITH NFPA 13 SHALL BE PROVIDED FOR ALL TRAPPED SECTIONS OF PIPE. 11, PIPE ALL DRAINS AND INSPECTOR'S TEST TO OUTSIDE, OR DISCHARGE TO A DRAIN APPROVED BY THE OWNER FOR SPRINKLER DISCHARGE, 12. PROVIDE AUTOMATIC SPRINKLER BELOW OBSTRUCTIONS 48 INCHES AND WIDER. (PLATFORMS, DUCTWORK, STAIRWAYS, UNIT HEATER, ETC). 13, PROVIDE 10 POUND ABC TRIPLE CLASS FIRE EXTINGUISHERS, BASED ON 3000 SQ FT OF FLOOR AREA WITH A MAX OF 75 FT TRAVEL DISTANCE 14. REFER TO THE ARCHITECTURAL DRAWINGS FOR REFLECTED CEILING PLANS AND COORDINATE ALL WORK WITH ALL OTHER CONTRACTORS PRIOR TO INSTALLATION OF THE SPRINKLER SYSTEM. _� 15. THE PUBLIC WATER SUPPLY IS NOT SUBJECT TO MICROBIAL INDUCED SEE NOTE� CORROSION (MIC). PITCH SMOOTH BORE BRANCH LINE 1'° CORROSION 16, THE SPRINKLER DESIGN SHALL BE BASED ON STANDARD RESPONSE RESISTANT SPRINKLERS. AT THE CONTRACTOR'S OPTION, EXTENDED COVERAGE SPRINKLER TEST VALVE IN OUTLET GIVING MAY BE USED, IN CONFORMANCE WITH NFPA 13 AND THE AUTHORITY HAVING READILY ACCESSIBLE FLOW JURISDICTION. LOCATION EQUIVALENT TO ONE SPRINKLER PLUG -FOR TESTING 45° ELBOW REMOVE AND INSTALL TEMPORARY SPLASH BLOCK CONNECTION UNION NOTE: TO MINIMIZE CONDENSATION OF WATER IN THE DROP TO THE TEST CONNECTION PROVIDE A NIPPLE -UP OFF OF THE BRANCH LINE. INSPECTOR TEST CONNECTION DETAIL SCALE: NOT TO SCALE FIRE PROTECTION SPECIFICATIONS A. PROVIDE STANDARD RESPONSE AUTOMATIC SPRINKLERS WITH HEAT -RESPONSIVE ELEMENT, 1/2 INCH ORIFICE FOR ORDINARY TEMPERATURE CLASSIFICATION RATING 1. CONTRACTOR'S OPTION: PROVIDE EXTENDED COVERAGE SPRINKLERS B. FIRE DEPARTMENT WALL CONNECTION UL-405, CAST IRON BODY, ESCUTCHEON PLATE; BRASS, LUGGED CAPS WITH GASKETS AND BRASS, LUGGED SWIVEL CONNECTIONS, INCLUDE THREADS TO MATCH LOCAL FIRE DEPARTMENT SIZES AND THREADS, EXTENSION PIPE NIPPLES, CHECK DEVICES, AND ESCUTCHEON PLATE WITH MARKING "AUTO SPKR & STANDPIPE" OR AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. C. ALARM DEVICES 3. WATER FLOW INDICATOR: UL 346, VANE TYPE DETECTOR INCLUDING TWO SINGLE -POLE, DOUBLE -THROW SWITCHES FOR ISOLATED ALARM AND AUXILIARY CONTACTS COMPLETE WITH FALSE SIGNAL PREVENTION AND TAMPERPROOF PROTECTION. 4. VALVE SUPERVISORY SWITCHES: UL 753, ELECTRICAL, SINGLE -POLE, DOUBLE -THROW WITH NORMALLY CLOSED CONTACTS. INCLUDE DESIGN THAT SIGNALS CONTROLLED VALVE/ INDICATOR -POST VALVE IS IN OTHER THAN FULLY OPEN POSITION. CONSULTANT: SEAL: HENRY D. MONTAGUE, PE 78172 ����Illlllfflld "\ C E N SF Oyu>/i ,Z:�a No.76172 G �i' STATE OF +,.0 �i��•�' LORIO THIS DR WIN SHALL NOT BE USED FOR CONSTRUCTI PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING„ AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG R. McCARTHY Project Leader Checked L. LONG H. MONTAGUE Date Dept Mgr Approval 02/23/2021 H. MONTAGUE Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FIRE PROTECTION SCHEDULES, NOTES + DETAILS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 FP1 FIRE PROTECTION ZONE PLAN Scale: 1/8" = V-0" NORTH NOTE: THE SPRINKLER SYSTEM IS TO BE NFPA 1 S COMPLIANT. NORR, LLC DOES NOT INTEND TO ACCEPT THE RESP❑NSIBILITY FOR THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, THE FIRE DETECTION SYSTEM LAYOUT DOCUMENTS, OR THE FIRE PR❑TECTI❑N SYSTEM LAYOUT D❑CUMENTS, NORR, LLC HEREBY DELEGATES THE SOLE RESPONSIBILITY TO THE FIRE SPRINKLER CONTRACTOR AND FIRE ALARM CONTRACTOR WHO SHALL PREPARE THE FIRE PR❑TECTION AND DETECTION LAYOUT DOCUMENTS IN COMPLIAJNCE WITH STATE REQUIREMENTS AND OBTAIN APPROVAL FROM THE FIRE INSPECTOR FOR THE AUTH❑RITY HAVING JURISDICTION FOR FIRE PROTECTION NOTES, SEE THIS SHEET, THE DRAWINGS AND SPECIFICATIONS ARE PRODUCED REPRESENTING WORK TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. THE LOCAL CODE AUTH❑RITY HAS THE AUTHORITY TO INTERPRET CODE REQUIREMENTS IN THEIR JURISDICTION, THESE INTERPRETATIONS MAY VARY FROM INFORMATION PRESENTED IN THE DOCUMENTS THE CONTRACTOR SHALL INFORM THE OWNER'S REPRESENTATIVE AND NORR OF THE DIFFERENCES AND SHALL PROCEED WITH THE WORK UPON RECEIVING THEIR AGREEMENT WITH THE LOCAL CODE AUTHORITY INTERPRETATI❑N, CONSULTANT: SEAL: HENRY D. MONTAGUE, PE 78172 NOVANi ° No. 78172 • G ter: :rn= STATE OF t� y � `'ter0 '4�°•FCOR1 THIS RAW G SHALL NOT BE USED FOR CON RUC ION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG R. McCARTHY Project Leader Checked L. LONG H. MONTAGUE Date Dept Mgr Approval 02/23/2021 H. MONTAGUE Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FIRE PROTECTION ZONE PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 FP2 SI SD. C 1 HVAC LAYOUT NORTH rr—Ak Scale. 1/8 = 1-0 TO DROP DIFFUSER GENERAL NOTES 1. GENERAL NOTES ARE APPLICABLE TO ALL HVAC DRAWINGS. 2. PERFORM WORK IN ACCORDANCE WITH THE LATEST EDITIONS, REVISIONS, AMENDMENTS, OR SUPPLEMENTS OF APPLICABLE STATUTES, ORDINANCES, CODES OR REGULATIONS OF FEDERAL, STATE, AND LOCAL AUTHORITIES HAVING JURISDICTION IN EFFECT ON THE DATE BIDS ARE RECEIVED. 3. WHERE APPROVED STANDARDS HAVE BEEN ESTABLISHED BY OSHA, UNDERWRITERS LABORATORIES, AMERICAN CODES, ASA, ASHRAE, ARI, NEC, STATE FIRE INSURANCE REGULATION BODY, NFPA OR OTHERS. 4. THESE STANDARDS SHALL BE FOLLOWED WHETHER OR NOT INDICATED ON THE DRAWING AND SPECIFICATIONS. 5. ALL DUCT TO BE OF 2" PRESSURE CLASS, UNLESS NOTED OTHERWISE. 6. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE OVER DIFFUSER AND GRILLE LOCATIONS. LOCATE DIFFUSERS AND GRILLES TO ACCOMMODATE LIGHTING LAYOUT. 7. PROVIDE TURNING VANES IN SUPPLY DUCT ELBOWS. PROVIDE TURNING VANES IN RETURN AND EXHAUST ELBOWS ONLY WHERE INDICATED ON PLANS. 8. DUCT SIZES SHOWN ARE NET FREE AREA. 9. PROVIDE FLEXIBLE DUCT CONNECTION BETWEEN AIR CONDITIONING UNIT AND DUCTWORK. 10. WHERE SINGLE SUPPLY DUCTS SPLIT INTO TWO DUCTS MAINTAIN EACH BRANCH DUCT SIZE THROUGH SPUTTER FITTING AND PROVIDE SINGLE TRANSITION ON UPSTREAM SIDE OF SPUTTER FITTING. 11. DUCT DETECTORS SHALL BE ACCESSIBLE FOR CLEANING AND MOUNTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTION. ACCESS DOORS AND/OR PANELS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 90A. THE LOCATION OF ALL DETECTORS IN AIR DUCT SYSTEMS SHALL BE PERMANENTLY AND CLEARLY IDENTIFIED AND RECORDED. LEGEND OT THERMOSTAT CONTROL SD SMOKE DETECTOR TS TEMPERATURE SENSOR OT OUTSIDE AIR TEMPERATURE SENSOR SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION VOLUME CONTROL DAMPER --�—� FIRE DAMPER CEILING SUPPLY DIFFUSER CEILING RETURN GRILLE O NOTES BY SYMBOL CUBIC FEET CFM PER MINUTE NK NECK AFF ABOVE FINISHED FLOOR DN DOWN CD CONDENSATE DRAIN EXH. EXHAUST SA SUPPLY AIR REQ'D REQUIRED RA RETURN AIR DMPR DAMPER FD FIRE DAMPER EXIBLE CANVAS q ECTIO N HORIZONTAL AIR SCOOP ROUND SUPPLY AIR DUCT. CONNECT BRANCH TO SUPPLY AIR DUCT DROP, ABOVE DIFFUSER. r VOLUME DAMPER M UCT DROP (FLtxIBLE DUCT NOT ALLOWED) M SUPPLY / RETURN AIR CONCENTRIC DIFFUSER MODEL NUMBER: 01-530-22 NOTE: INSTALL HORIZONTAL AIR SCOOP HAVING A CONTINUOUSLY CURVED CROSS SECTION AND BALANCING DAMPER AT DUCT CONNECTION TO DIVERT SUPPLY AIR INTO THE CONNECTED DUCTWORK. LENGTH OF SCOOP SHALL BE LIMITED TO THE WIDTH OF THE SUPPLY AIR ANNULAR SPACE. CONCENTRIC DIFFUSERS, AVAILABLE THROUGH YORK, CAN BE USED ON ALL VENDORS EQUIPMENT. CONTACT YORK NATIONAL PRICING FOR INFORMATION. LOCATE THE BOTTOM OF DIFFUSER AT 12'-0" AFF. TYPICAL SUPPLY BRANCH CONNECTION & BLANK -OFF DETAIL Scale: N.T.S. CONSULTANT: SEAL: HENRY D. MONTAGUE, PE 78172 e4OVAN,4 C)�oi�i _ No. 78172 . STAT E O F Po 1 THIS D ,WIN SHALL NOT BE USED FOR CONST UCTI N PURPOSES ''UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG M. MIZWA Project Leader Checked L. LONG H. MONTAGUE Date Dept Mgr Approval 02/23/2021 H. MONTAGUE Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store* 23227 Drawing Title HVAC LAYOUT DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 M1 GENERAL HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE. A MINIMUM OF 48" IS CONSIDERED SUFFICIENT SPACE AROUND AIR HANDLING UNITS, 2020 F.B.C.M. 2. ALL DUCT SYSTEMS INSTALLED IN UNCONDITIONED AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THAN R-4.2 RATING. DUCT SYSTEMS AT THE EXTERIOR OF A BUILDING SHALL BE CONSTRUCTED WITH A A VALUE OF NO LESS THAN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL-181A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES AND INSTALLATIONS SHALL BE INSTALLED AS PER 2020 F.B.C.M. ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. 3. FABRICATE AND ERECT ALL DUCTWORK TO SMACNA STANDARDS FOR GALVANIZED STEEL. COMPLY WITH NFPA 90A REQUIREMENTS. 4. DUCTWORK SHALL BE SMACNA LOW PRESSURE CONSTRUCTION 2" STATIC PRESSURE RATING WITH SEAL CLASS B SEAMS AND JOINTS. 5. INCLUDE ALL ACOUSTIC, AIRFOIL SHAPED PERFORATED ALUMINUM TURNING VANES, MANUAL DAMPERS, FLEXIBLE CONNECTORS, GRILLES AND DIFFUSERS, ACOUSTIC LINING, AND OTHER SHEET METAL ACCESSORIES FOR THE PROJECT. 6. ALL BRANCH CONNECTIONS SHALL BE AS PER THE DETAILS SHOWN ON THE DRAWINGS. 7. ACOUSTICALLY LINE ALL RECTANGULAR DUCTS INDICATED ON DRAWINGS WITH ONE (1) INCH THICK NON -FLAKING, COATED MEDIUM DENSITY LINER, WITH 0.26 THERMAL CONDUCTIVITY, MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50, CONFORM TO MANUFACTURER'S RECOMMENDATIONS. 8. DUCT DIMENSIONS INDICATED ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS (FREE AREA). 9. FURNISH ALL MATERIAL, LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC INSULATION AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS. 10. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 11. PLUMBING INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER OR CERTAINTEED) 12. INSULATE ALL ABOVE GRADE HOT AND COLD WATER PIPING WITH MOLDED FIBER GLASS HAVING AN ALL SERVICE JACKET. 13. INSULATION THICKNESS SCHEDULE: 1) LESS THAN 2" DIAMETER PIPE: 1" THICK; 2) 2"-8" DIAMETER PIPE: 1-1/2" THICK. 14. INCLUDE INSULATION OF FITTINGS AND VALVES. KEEP VAPOR BARRIERS INTACT. CONFORM TO MANUFACTURER'S RECOMMENDATIONS. 15. ADA COMPLIANT LAVATORY INSULATION - INSULATE ALL EXPOSED WASTE AND WATER SUPPLY PIPING UNDER LAVATORY WITH SAFETY COVERS PER ADA REQUIREMENTS. 16. HVAC INSULATION (AS MANUFACTURED BY OWENS CORNING, KNAUF, SCHULLER, OR CERTAINTEED). INSULATE ALL NON -LINED SUPPLY, RETURN, AND EXHAUST DUCTS WITH 1-1/2" THICK FOIL FACED REINFORCED KRAFT JACKET, FIBERGLASS DUCT WRAP FULLY SECURED TO DUCT. LAP AND TAPE SEAMS AND SECURE TIGHTLY TO THE DUCTS WITH WIRE OR STICK PINS. ALL INSULATION TO BE APPLIED IN FULL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND COMPLY WITH 25/50 FLAME AND SMOKE HAZARD RATINGS PER ASTM E-84, NFPA 255 AND UL 723. 17. EXTERIOR DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS DUCT WRAP, WITH ALUMINUM JACKET, SEALED WATERTIGHT. 18. DUCT LINER SHALL COMPLY WITH NFPA 90A AND 90B (LATEST EDITION) REQUIREMENTS AND NAIMA "FIBROUS GLASS DUCT LINER STANDARD". 19. FLEXIBLE DUCTWORK (AS MANUFACTURED BY CLEVAFLEX, FLEXMASTER OR WIREMOLD). FLEXIBLE DUCTS SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE AND CONNECTED WITH PLASTIC DRAW BANDS AND TIGHTENED. FLEXIBLE DUCTS SHALL BE LIMITED TO T MAXIMUM STRAIGHT LENGTHS. FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF 1 1/2" INSULATION WITH VINYL VAPOR BARRIER JACKET AND RATED AT 10" WC FOR SIZES THROUGH 12", UL LISTED, AND MEET 25/50 FLAME AND SMOKE TEST. FLEXIBLE DUCTS ARE NOT PERMITTED IN ROOMS WITHOUT CEILINGS. 20. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 21. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 22. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT A WRITTEN BALANCE REPORT BE PROVIDED TO THE OWNER OR THE DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER FOR HVAC SYSTEMS SERVING ZONES WITH A TOTAL CONDITIONED AREA EXCEEDING 5000 SQ. FT. AIR DISTRIBUTION SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY A LICENSED ENGINEER OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. F.B.C.M. 2020 EXCEPTIONS: 1) BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 15 TONS OR LESS PER SYSTEM MAY BE TESTED AND BALANCED BY MECHANICAL CONTRACTOR LICENSED TO DESIGN AND INSTALL SUCH SYSTEMS. 2) BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 65,000 BTU/H OR LESS PER SYSTEM ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. F.B.C.M. 2020. 23. SMOKE DETECTORS SHALL BE INSTALLED IN BOTH SUPPLY & RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES, F.B.C.M. 2020. WHERE MULTIPLE AIR HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH F.B.C.M. 2020. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE. NFPA 90A 2002, CHAPTER 6 NOTE: A "PLENUM" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER. NFPA-90A. 24. FIRE DAMPERS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR). FABRICATE IN ACCORDANCE WITH NFPA 90A AND UL555, F.B.C.M.2020. DAMPERS SHALL BE SUITABLE FOR USE IN THE VERTICAL OR HORIZONTAL POSITION AS INDICATED ON THE DRAWINGS, BE TYPE 'B' WITH BLADES OUT OF AIRSTREAM, AND BE RATED FOR 1-1/2 HOURS MINIMUM (UNLESS NOTED OTHERWISE). 25. FIRE AND SMOKE DAMPERS SHALL BE PROVIDED WITH AN APPROVED MEANS OF ACCESS, LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS. PROVIDE DUCT MOUNTED ACCESS DOORS AT ALL FIRE DAMPER LOCATIONS. ACCESS DOORS (AS MANUFACTURED BY RUSKIN, NAILOR OR SAFE -AIR). FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS. DOORS TO BE FABRICATED OF GALVANIZED STEEL WITH SEALING GASKET AND QUICK LOCKING DEVICE. FOR INSULATED DUCTWORK, DOORS SHALL HAVE MINIMUM ONE (1) INCH INSULATION WITH SHEET METAL COVER. 26. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY, EXHAUST OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. 27. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF GALV. METAL F.B.C.M. 2020 28. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE TRANSFERRED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2020 29. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL. PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE. 2020 F.B.C.M. FOUR (4) #10 TEK 18" SCREWS WITH HEX WASHER HEAD (V <V 3 11/16" RESTRAINT BRACKET 10 GA GALVANIZED CONSTRUCTION (8 PER UNIT) (2 PER SIDE. EACH LOCATED 6" FROM CORNER), PRESS TREA NAILE RIGID INSUL CUR NOTE: STRUT A SUBSTITUTE UNIT TIE -DOWN SYSTEM UTILIZING 1 1/2"x6" GALVANIZED LAG STEEL SCREWS THROUGH UNIT FRAMING, WOOD NAILER AND CURB FRAME INSERTED AT 6" FROM EACH CORNER ON ALL (4) SIDES AND SPACED AT A MAXIMUM OF 24" HVAC ROOF CURB DETAIL ON CENTER FOR THE ENTIRE LENGTH OF EACH SIDE MAY BE USED IN LIEU OF THE ABOVE SPECIFIED TIE -DOWN SYSTEM. CONTRACTOR SHALL RECEIVE WRITTEN N.T.S. APPROVAL, FROM THE LOCAL AUTHORITY HAVING JURISDICTION, PRIOR TO INSTALLATION. CURB AND UNIT TIE -DOWN DESIGN MUST MEET SEISMIC & WIND LOAD REQUIREMENTS FOR 2020 FLORIDA BUILDING CODE & 2020 FLORIDA MECHANICAL CODE. LOCATION: PASCO COUNTY WIND SPEED (MPH): 140 1 MECH. UNIT TIE DOWN N.T.S. R.A. DUCT 3/4" RED MALE ADAPTER FOR 3 TO 12-1/2 TON RTU (1" MPT X S MALE ADAPTER FOR 15 TON RTU) 1 " MPT GALV 1" PVC 90' NIPPLE STANDARD FOR 1 5T RTU ELBOWS DRAIN PAN RTU M 1" RETURN - - BEND, PVC N AIR GAP=2x PIPE DIA (MIN) DRAIN @ ROOF GUTTER ►� 1� 2" MIN. FINISHED ROOF ROOF CURB DRAIN PLUG CONDENSATE PIPING CONNECTION DETAIL N.T.S. ROOF CU PURLIN HANG PER SMACNA GENERAL CONTRACTOR SHALL COORDINATE FINAL SELECTION OF ROOF MOUNTED EQUIPMENT CURBS AND LOCATIONS WITH PEMB MANUFACTURER PRIOR TO FABRICATION. PROVIDE CONCENTRIC DIFFUSER TO BE SPECIFIED BY MANUFACTURER AS PART OF A PACKAGED KIT. REFER TO DETAIL 2 ON SHEET M1 FOR MODEL NUMBER. ALTERNATE MANUFACTURER SHALL PROVIDE DIFFUSER KIT COMPARABLE TO BASIS OF DESIGN. HVAC UNIT SCHEDULE FAN COOLING HEATING ELECTRICAL EQUIPMENT DIMENSIONS WEIGHT TAG AREA SERVED AIRFLOW (CFM) MIXED AIR UNIT SUPPLY FAN HXWxL (IN) (LB) MODEL NO. REMARKS CONTROL DRIVE ESP LAT TOTAL SENSIBLE SEER/ INPUT MAT LAT MOTOR VOLT PHASE MCA MOCP TYPE (MBH) (MBH) EER/IEER (KW) °F F (HP) SUPPLY AIR OUTSIDE DB F WB F F AIR RTU-1 RECEIVING AREA 900 170 SINGLE -STAGE DIRECT 0.6 80.1 68.3 59.6 34.49 21.30 14.0/--/-- 6.5 60.6 83.4 0.27 208 3 29 30 75x47x34 447 50FC-A04A2A5 -OAOAO RTU-2 SALES AREA 3600 1095 TWO -STAGE BELT 0.6 80.6 68.3 57.9 145.49 90.57 --/11.0/12.4 24.0 59.9 80.1 1.62 208 3 95 100 89x6Ox50 1239 50TC-D14A1A5 (NORTH) -OAOGO BREAK ROOM RTU-3 RESTROOMS 1 & 2, 3760 1130 TWO -STAGE BELT 0.6 80.4 68.4 59.1 146.57 90.92 --/11.0/12.4 24.0 60.2 80.4 1.79 208 3 95 100 89x6Ox50 1239 5OTC- D14A1A5 OFFICE, SALES AREA -OAOGO (SOUTH) NOTES: 1. MODEL NUMBERS ARE BASED ON CARRIER (CARRIER STRATEGIC ACCOUNTS: 973-222-6742 HASAN.KHALIL@CARRIER. UTC.COM). 2. SCHEDULED CAPACITIES ARE REQUIRED VALUES. 3. UNIT SHALL COMPLY WITH UL, NEC, NFPA 70 AND ASHRAE 90.1. 4. PROVIDE DIFFERENTIAL ENTHALPY ECONOMIZER, BAROMETRIC RELIEF DAMPER, DUAL ENTHALPY SENSOR, 2" PLEATED FILTERS, FACTORY INSTALLED PACKAGE WITH UNIT DISCONNECT, STARTER, PHOTO -ELECTRIC SMOKE DETECTOR IN SUPPLY DUCT AND FACTORY INSTALLED MULTI -STAGE AIR VOLUME BLOWER KIT WITH VARIABLE FREQUENCY DRIVE. 5. ELECTRICAL DATA, DIMENSIONS AND WEIGHTS ARE BASED ON THE "BASE BID" UNIT. IF ALTERNATE MANUFACTURERS ARE USED, COORDINATE CHANGES WITH ELECTRICAL, STRUCTURAL AND ARCHITECTURAL TRADES. ANY ADDITIONAL COSTS DUE TO CHANGES RESULTING FROM USE OF ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR 6. MANUFACTURER TO SPECIFY CONCENTRIC DIFFUSER AS PART OF A PACKAGED KIT. CONTRACTOR TO CONFIRM AVAILABLE CEILING SPACE BEFORE ORDERING. PROTOTYPICAL PACKAGED KIT DUCT LENGTHS MAY NEED TO BE SHORTENED. 7. MOUNT HVAC UNITS ON ROOF. ROOF CURB BY PEMB MANUFACTURER. COORDINATE WITH PEMB MANUFACTURER FOR ROOF CURB AND ROOF OPENING DIMENSIONS. 8. WATER LEVEL MONITORING DEVICE CAPABLE OF SHUTTING DOWN RTU SHALL BE INSTALLED ON THE PRIMARY CONDENSATE DRAIN PAN. MINIMUM OUTDOOR AIR SCHEDULE ROOM NAME SERVED BY AREA (SQ. FT.) OA REQ'D PER AREA (CFM/SF) OCCUPANCY PEOPLE /1000 SQ.FT.) OCCUPANCY (NUMBER OF PEOPLE) OA REQ'D PER PERSON (CFM) UNCORRECTED OA REQ'D ADJUSTED OA (CFM) REMARKS RECEIVING RTU-1 1236 .12 0 2 5 158 170 RTU-1 TOTAL 158 170 RETAIL (NORTH) RTU-2 4310 12 15 65 7.5 1002 1095 RTU-2 TOTAL 1002 1095 BREAK ROOM RTU-3 120 .06 25 2 5.0 17 27 OFFICE RTU-3 80 .06 5 1 5.0 7 21 RETAIL (NORTH) RTU-3 4310 .12 15 65 7.5 1002 1052 RESTROOMS RTU-3 130 0 0 0 0 0 0 1 H CFM EXHAUST RTU-3 TOTAL 1026 1 130 NOTE: BASED ON 2020 FLORIDA MECHANICAL CODE & ASHRAE 90.1 DESIGN CONDITIONS CONDITION SUMMER (ASHRAE 0.4%) WINTER (ASHRAE 99.6%) OUTDOOR 92.5°F DB/76.9°F WB 40.6`F DB INDOOR 75°F DB/50% RH 68°F DB WEATHER STATION: TAMPA, FLORIDA CEILING MOUNTED FLOOR FAN ABOVE OR ROOF ) SP !CEILING GRILLE RIGID CONNECTION WALL CAP W BACKDRAFT 1 DAMPER 1 EXHAUST DUCT BATHROOM EXHAUST FAN DETAIL ROOFTOP UNIT / ROOF S.A. DUCT FLEXIBLE CONNECTION FACTORY FURNISHED HANGING SUPPORTS HANG PER SMACNA BOTTOM OF CONCENTRIC DIFFUSER TO BE HUNG 12'-0" A.F.F. HVAC UNIT MOUNTING DETAIL N.T.S. N.T.S. n INSTALLATION INSTRUCTIONS: 1. SET PURLIN SPAN CHANNEL ASSEMBLY ACROSS PURLINS. POSITION PURLIN SPAN MEMBERS TO ALIGN UNDER THE FLAT OF ROOF PANEL. 2. PLACE CROSS CHANNELS OVER PURLIN SPAN CHANNELS, ADJUST SPACING TO CURB SIZE. 3. AFTER SUPPORT SYSTEM IS IN PLACE, CHECK FRAME OPENING TO CURB I.D. INSERT FOUR ROOF CLIP FASTENERS INTO EACH STIRRUP AS SHOWN ON DRAWING. 4. MANUFACTURER RECOMMENDS INSTALLER PROCEED WITH INSTALLATION OF THE CURB AT THIS TIME. FAN SCHEDULE ELECTRICAL MODEL REMARKS EQUIPMENT AIRFLOW NUMBER FLA TAG LOCATION TYPE (CFM) ESP DRIVE VOLT PHASE WATTS (AMPS) EF-1 GENDER NEUTRAL CEILING 77 0.25 DIRECT 120 1 17.00 0.58 SP-Al 10 RESTROOM 104 FAN EF 2 GENDER NEUTRAL CEILING 77 0.25 DIRECT 120 1 17.00 0.58 SP-Al 10 RESTROOM 105 FAN NOTE: 1. ALL MODEL NUMBERS ARE GREENHECK UNLESS OTHERWISE NOTED. 2. PROVIDE GREENHECK MODEL WC WALL CAP, WITH 8"x6" INLET, STEEL FINISH, BACKDRAFT DAMPER AND BIRDSCREEN. GRILLE, REGISTER, DIFFUSER SCHEDULE TAG SERVICE NECK SIZE FRAME SIZE FRAME TYPE ACCESSORIES MATERIAL FINISH MODEL NUMBER REMARKS SD-1 SUPPLY SEE PLANS 12"xl2" SURFACE MOUNT NONE ALUMINUM WHITE SCD/31/3C/B12 1,2,3 SG-1 SUPPLY SEE PLANS 10"X10" SURFACE MOUNT NONE STEEL WHITE 796 4 RG-1 TRANSFER SEE PLANS 18"X16" SURFACE MOUNT NONE ALUMINUM WHITE 796 5 NOTE: 1. MODEL NUMBERS ARE PRICE UNLESS OTHERWISE NOTED. 2. PROVIDE TRANSITION TO DIFFUSER WHERE REQUIRED. 3. PROVIDE GYPSUM BOARD MOUNTING KIT WHERE REQUIRED. 4. PROVIDE RUSKIN GRILLE DUCT TERMINATION CURTAIN TYPE FIRE DAMPER 1 1/2HR RATED. 5. PROVIDE RUSKIN TRANSFER OPENING CURTAIN TYPE FIRE DAMPER 1 1/2HR RATED. INTERNAL PURLIN SPAN SLIDING CHANNEL STIRRUP/CLIP ASSY. NOTE: WHEN FASTENING CURB TO SUPPORTS, OR WHEN FASTENING PANELS TO CURB, FASTENERS MUST BE KEPT 1 1/2" FROM PURLIN TO PREVENT LOCKING DOWN THE FLOATING CURB. DETAIL B ON THE PLACEMENT OF CROSS CHANNELS, THE OD OF THE OUTSIDE CROSS CHANNELS ARE EQUAL TO, OR FLUSH WITH THE OUTER EDGES OF THE FRONT AND REAR OUTER CURB FLANGES. THE INTERIOR CROSS CHANNEL IS FLUSH WITH THE HIGH SIDE CURB WALL. CROSS CHANNELS ARE TO SUPPORT CURB FLANGE AND ROOF PANEL CONNECTION. C 1. NOTCH CURB FLANGE TO ALLOW CURB TO SET IN THE REAR CURB FLANGE FLAT OF PANEL DRY FIT AND MARK PANEL AT CURB LINE (SEE DETAIL FOR 2. INSTALL MASTIC INSIDE CURB OUTLINE - CUT TAPE AT 45 CUTOUTS) ANGLE. 3. WHEN INSTALLING CURB, LEADING EDGE OF FRONT FLANGE MUST HAVE UNDER PLUGS PLACED ON MASTIC AND ALIGNED WITH MAJOR RIBS OF ROOF PANEL. MASTIC MUST ALSO BE APPLIED OVER UNDER PLUGS. 4. APPLY TUBE CAULK AROUND PERIMETER, TO THE OUTSIDE OF MASTIC LINE UNDER PLUG (3) 3 �� (SEE DETAIL) TYP (1) 5„� i RIB CENTERS REAR CURB FLANGE CUTOUT DETAIL SLIT PLATE INSTALL MASTICS ZMASTIC TUBE CAULK UNDER PLUG INSTALLATION DETAIL TUBE CAULK UNDER PLUG ROOF PANEL MASTIC CUT AT 45°(2) FRONT FLANGE OF CURB CURB INSTALLATION INSTRUCTIONS TRAPEZOIDAL STANDING SEAM PANEL - UNDER / OVER FOLLOW MANUFACTURER'S SPECIFICATIONS REQUIRED NATIONAL ACCOUNT ROOF CURB DG VENDORS: ROOF CURB SYSTEMS GREG SMYTH 800-683-5848 GSMYTH@ROOFCURB.COM CURBS PLUS INC. ALAN THRAILKILL 888-639-2872 ALAN.THRAILKILL@CURBS-PLUS.COM KCC INTERNATIONAL INC. GREG CONRAD 800-382-2872 GCONRAD@KCCCURBS.COM r RI.JIV 1 GLJ%_7 Vf ROOF PANEL CUTOF TYPICAL ROOF CURB UNIT N.T.S. 1. ATTACH ROOF PANELS 2. ROOF CUTOUT AS FOLLOWS: DIM. A = OVER ALL LENGTH (OAL) - 6 INCHES DIM. W = WIDTH (W) + 1/2 INCH 3. LEADING EDGE OF CURBS FRONT FLANGE IS INSERTED UNDER FRONT EDGE OF ROOF PANEL CUTOUT. SIDE AND REAR FLANGES REST ON TOP OF ROOF PANELS 4. INSTALL TUBE CAULK UP VERTICAL PORTION OF RIB AND OVER TOP OF RIB PRIOR TO INSTALLING ADJACENT PANEL. INSTALL TUBE qGE CAULK IN FIRST FOUR INCHES OF FEMALE RIB TO COMPLETELY SEAL SIDE LAP ABOVE AND BELOW CURB. \f 1 1/2" 1. ATTACH CURB THROUGH ROOF PANEL INTO SUPPORTS WITH SCREWS SPACED AT 3" O.C. 2. APPLY MASTIC & TUBE CAULK TO UNDER SIDE OF RIB CAPS, WITH TUBE CAULK EXPOSED TO THE WEATHER SIDE. ATTACH RIB CAPS WITH FASTENERS 3" O.0 3. GENEROUSLY APPLY TUBE CAULK AROUND PANEL SEAM WHERE IT ENTERS RIB CAP FORCING CAULK BACK INTO TOP OF RB CAP. 4. APPLY MASTIC & TUBE CAULK TO BOTTOM OF SLIT PLATES PRIOR TO INSTALLATION (SEE DETAIL). PLATE (4) SLIT PLATE FALLATION AIL) CONSULTANT: SEAL: HENRY D. MONTAGUE, PE 78172 0011111111111 NOVAN 14O i ®�•`'-�O0•\G S N s E • ,Tye °.ems ° STAT F OF 11-Z 1'Z( THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTON PURPOSES 'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG M. MIZWA Project Leader Checked L. LONG H. MONTAGUE Date Dept Mgr Approval 02/23/2021 H. MONTAGUE Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title HVAC SCHEDULES, NOTES AND DETAILS DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 M2 1 1 /2" 1 1 /2" V 4" SAN. I.E. - 4.00' FOR CONT. REFER TO CIVIL DWGS. GENDER NEUTRAL 1 11 "V UP FROM LAV, 314" HW/CW DN TO LAV-1 1112"VUP FROM EDF-1 1/2" CW DN TO EDF-1 BREAK 11/ "VUPFROM� ROOM LAV, 3 4" HW/CW DN 716-01 TO LAV-1 SALES AREA 102 WH-1 RECEIVING 103 314" CW DN--/ TO WH-1 C 2') OFFICE V TO 4" VTW. B 101 -7 ELBO DN, COVER O OPENI G WINSECT t SCREEN. _k 1 PLUMBING PLAN NORTH Scale. 1/8 = 1-0 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION HW CW WASTE VENT REMARKS CONNECTION CONNECTION CONNECTION CONNECTION 20"X18" WALL HUNG ADA LAVATORY W/ FRONT OVERFLOW, CONCEALED HANGERS & 4" CENTERS.AMERICAN STANDARD LUCERNE #0355.012 OR EQUAL. FAUCET SHALL BE POLISHED CHROME -PLATED CAST BRASS BODY WITH 4" SPOUT, 4" BRASS WRIST BLADE, 0.5 LAV-1 ADA LAVATORY 1/2" 1/2" 2" 1-1/2" GPM SPRAY AND POP-UP DRAIN. AMERICAN STANDARD MONTERREY #5502.175 PROVIDE WATTS MODEL USG-B-M1 ASSE 1070 MIXING VALVE OR EQUAL. INSULATED EXPOSED DRAIN & WATER PIPES WITH TRUEBRO LAV GUARD KIT #102 E-Z. PROVIDE SUPPLIES, STOP VALVES AND P-TRAP. FLOOR MOUNTED ADA VITREOUS CHINA ELONGATED 1.28 FLUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET, WC-1 ADA WATER CLOSET - 1/2" 4" 2" FLUSH TANK WITH 12" ROUGH -IN. AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT" #2002.014 OR EQUAL. PROVIDE STOP VALVE, FLEXIBLE SUPPLY LINE, OPEN FRONT SEAT (AMERICAN STANDARD #5901.100 OR EQUAL). FLOOR MOUNTED ADA VITREOUS CHINA ELONGATED 1.28 FLUSH GALLON CLOSE COUPLED TWO PIECE SIPHON JET WATER CLOSET, ADA WATER CLOSET RIGHT- FLUSH TANK WITH 12" ROUGH -IN. AMERICAN STANDARD CHAMPION 4 "RIGHT HEIGHT" #2002.014 OR EQUAL WITH ALTERNATE TANK WC-2 HAND TRIP LEVER 1/2" 411 2" ASSEMBLY #4266.804 (RIGHT HAND TRIP LEVER). PROVIDE STOP VALVE, FLEXIBLE SUPPLY LINE, OPEN FRONT SEAT (AMERICAN STANDARD #5901.100 OR EQUAL). PROVIDE 10 GALLON ELECTRIC WATER HEATER, 1.65KW @ 120V WITH MANUFACTURER SUPPLIED TEMPERATE AND PRESSURE RELIEF VALVE. (A.O. SMITH #EJC-10, OR EQUAL). SET WATER HEATER TEMPERATURE AT 120°F MAXIMUM. PROVIDE HOT WATER TEMPERING VALVE SET AT 120°F. REFER DETAIL 2/P2. PROVIDE THERMAL EXPANSION TANK. (AMTROL THERM-X-TROL ST-12, OR EQUAL). ELECTRIC WATER EXPANSION TANK SUPPORT: EWH-1 HEATER 3/4" 3/4" - - IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SUPPORT FOR THE EXPANSION TANK. SUPPORT TO ADJACENT WALL OR FROM EXISTING STRUCTURE ABOVE WITH UNISTRUT. DO NOT SUPPORT FROM PIPE ALONE. PROVIDE DRAIN PAN UNDER WATER HEATERS. PROVIDE SEISMIC STRAPPING ON WATER HEATERS. TERMINATE (EWH-1) DRAIN LINE IN HUB DRAIN (HD-1) DRAIN LINE IN MOP SINK (MS-1). PROVIDE FULL SIZE T&P RELIEF LINE, REFER TO WATER HEATER DETAIL ON SHEET P2 FOR ADDITIONAL INFORMATION. 24" X 24" MOLDED STONE MOP SERVICE BASIN, WITH T DRAIN. FIAT #MSB-2424 OR EQUAL. PROVIDE SERVICE MS-1 MOP SINK 3/4" 3/4" 3" 2" FAUCET WITH PAIL HOOK & INTEGRAL VACUUM BREAKER, MOP BRACKET, FLAT STAINLESS STEEL STRAINER AND HOSE & BRACKET. FIAT #830 AA, 889 CC, 1453 BB & 832 AA OR EQUAL. PROVIDE SUPPLIES AND P-TRAP. BARRIER FREE ELECTRIC TWO -STATION, WALL MOUNTED, ELECTRIC DRINKING FOUNTAIN, BARRIER -FREE ACCESS (ADA), FRONT ONLY EASY TOUCH CONTROL, EDF-1 DRINKING FOUNTAIN 1/2" - 2" 1-1/2" HIGH UNIT ON RIGHT. ELKAY #EZTLRDDC OR EQUAL. PROVIDE SUPPLY, STOP VALVE & P-TRAP. PROVIDE CANE APRON AS REQUIRED. FREEZE -PROOF WALL HYDRANT WITH BRONZE BODY & ANTI -SIPHON VACUUM BREAKER, BOX AND LOCKING COVER. PROVIDE WITH WH-1 WALL HYDRANT 3/4" _ _ _ HOSE CONNECTION AND MOUNT AT 24" ABOVE GRADE. WOODFORD #B65 OR EQUAL. WCO-1 WALL CLEAN -OUT _ - AS SHOWN ON - SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL. PLANS HD-1 HUB DRAIN 1/2" - 3" 2" PROVIDE 3" PIPE SIZE WITH FUNNEL AND 1/2" O TRAP PRIMER CONNECTION. JOSAM, ZURN OR EQUAL. PROVIDE PRESSURE DROP ACTIVATED BRASS TRAP SEAL PRIMER, WITH REMOVABLE FILTER SCREEN. MIFAB #M2-500. NO TP-1 TRAP PRIMER - 1/2" _ - SUBSTITUTIONS. PROVIDE AIR GAP FITTING. MIFAB #MIGAP. NO SUBSTITUTIONS. PROVIDE DISTRIBUTION UNIT, WHERE TRAP PRIMER SERVES MULTIPLE FLOOR DRAINS, MIFAB #MI-DU-500. NO SUBSTITUTIONS. ECO-1 EXTERIOR CLEAN -OUT - - 4" - PROVIDE TRAFFIC RATED, 2-WAY, EXTERIOR CLEANOUT. TYLER PIPE #003519, OR EQUAL. FCO-1 FLOOR CLEAN -OUT _ _ AS SHOWN ON PROVIDE ADJUSTABLE FLOOR CLEANOUT WITH WATERTIGHT TAPERED THREADED PLUG AND ROUND SCORIATED SECURED TOP, PLANS ADJUSTABLE TO FINISHED FLOOR. SIZE & INSTALL AS SHOWN ON PLANS. JOSAM, ZURN OR EQUAL. NOTES: 1. PUBLIC SANITARY SEWER CONNECTION IS REQUIRED. 2. SEPTIC SYSTEM NOT ALLOWED WITHOUT WRITTEN APPROVAL OF DOLLAR GENERAL STORE DESIGN. 3. HOLDING TANK SYSTEMS ARE NOT ALLOWED. 4. LIFT STATIONS ARE NOT ALLOWED WITHOUT DOLLAR GENERALAPPROVAL. 5. CONTRACTOR RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS (GAS, WATER, ELECTRIC, SEPTIC) AS WELL AS INFRASTRUCTURE REQUIRED BY UTILITY COMPANY. 6. COORDINATE CLEANOUT LOCATION WITH FIXTURE LAYOUT. 7. EWH-1 REQUIRES PAN DRAIN TERMINATION AND MEANS OF PREVENTING AND CONTROLLING THERMAL EXPANSION. REFER TO 2020 FBC. 2" V TO 4" VTW, ELBOV I DN, COVER OPENIN W/ INSECT SCREEN. 2"VUP 2" V DN TO WC-1 WC-1 I I I 1/2" CW DN I I TO WC-1 REFER TO 1/P1 2" V FOR CONT. LAV-1 I I I I 0 ioN I 3/4" HW EDF-1 SALES AREA 102 illCW oIJ i 1" CW I ---- -7 2"V 3/4" HW LAV-1 I GENDER NEUTRAL I I 105 I I 2"VUP W L 2" V DN TO WC-1 WC-1Xi 1/2" CW DN TO WC-1 - —H ISOLATION VALVE (TYP) 3/4" HW DN TO MS-1 WCO-1 EWH-1 1 1/2" V DN ENLARGED RESTROOM AND RECEIVING AREA PLAN Scale: 1/4" = V-0" CONSULTANT: SEAL: HENRY D. MONTAGUE, PE 78172 0NAN IyO�V�>ii �10 i e = ••,�At�OP ' w: �Q PL THIS R ING SHALL NOT BE USED FOR CONSTR TION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 11/29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG M. MIZWA Project Leader Checked L. LONG H. MONTAGUE Date Dept Mgr Approval 02/23/2021 H. MONTAGUE Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title PLUMBING PLANS AND SCHEDULE DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 P1 WATER HEATER EWH-1 DETAIL (NOT USED' SHUT-OFF VALVE C.W. MAKE-UP H.W. TO FIXTURES THERMAL EXPANSION TANK SIZE PER MFG. RECOMMENDATIONS - TEMPERATURE AND PRESSURE RELIEF VALVE DISCHARGE FULL SIZE OF VALVE DISCHARGE PIPE TO MOP SINK OR FLOOR DRAIN AND TERMINATE WITH ELBOW TURNED DOWN 1" DRAIN LINE. ROUTE TO MOPSINK OR FLOOR DRAIN AND TERMINATE WITH ELBOW TURNED DOWN � i PROVIDE AND INSTALL WALL MTD. MOP HOLDER SO MOPS ALWAYS DRIP INTO MOP SINK. PROVIDE 2" AIR GAP FOR T&P RELIEF AND DRAIN LINE PIPING RECEIVING AREA FLOOR ALUMINUM CORNER GUARDS ON MOP SINK WING WALL. Scale: No Scale WATER HEATER "EWH-1" MOP SINK WATER HEATER"' SERVICE CLOSET Scale: No Scale VENT VENT 4 �T� VACUUM BREAKER HEAT TRAP 4" DEEP GALV. DRAIN PAN 1 "CW 0 ro WH-1 1„CW / 3/4"C W \ 3/4"HW WC-1 \, 3/4"HW \ 3/4"CW � TP-1 \. LAV-1 TRAP PRIMER\ 3/4"HW 0 r/2' TO HUB DRAIN 1 "CWH W EDF-1 3/4"CW \ 3/4"CW WC-1 1 "CW 1" CW U/G. FOR CONT. IV-1 1/2"CW o REFER TO CIVIL DWGS. PIAAu_1 EWH-1 TO DRAIN INTO MOP SINK (MS-1 ) REFER TO SHEET P1 FOR ADDITIONAL INFORMATION. INSTALL WATER HEATER ABOVE MOP SINK AT T-6" A.F.F. ON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O.C. SPANNING SURROUNDING WALLS. COORDINATE STRUCTURAL SUPPORT FRAMING WITH GENERAL CONTRACTOR. INSTALL FRP @ 48" A.F.F. 60" WIDE ON THIS WALL. 45' I N. r � OpR SOIL OR WASTE SEWER i i NOTE: CONNECT VENT TO SOIL OR WASTE PIPING SOIL OR i ABOVE CENTERLINE. UNDER SLAB HORIZONTAL WASTE j CONNECTIONS OF VENT PIPING TO WASTE SEWER SEWER SYSTEM PIPELINE SHALL NOT BE ALLOWED. VENT PIPE INSTALLATION DETAIL Scale: No Scale WH-1 COLD & HOT WATER DIAGRAM Scale: No Scale 4" VENT THRU WALL. ELBOW DN AND COVER W/ INSECT SCREEN 2"V i 2" V WC-1 I 3/4"H W MS-1 3/4"C W 1 1/2" V r r' 1 1 1/2" V4" SAN i 1 1/2" VENT THRU WALL. LAV-1 EDF-1 i �� FCO-1 i 4" SAN i i i WCO-1 L J 3' SAN i HD-1 1 1/2" V 4" SANS / �LAV-1 FLUSH WITH FLOOR LINE CLEAN -OUT TO BE TYLER PIPE MODEL 003533 SERIES OR EQUAL INSTALLATION SHALL BE FLUSH WITH SURROUNDING FLOOR SURFACES. — REFER TO SHEET P1 FOR ADDITIONAL INFORMATION. SANITARY & VENT DIAGRAM Scale: No Scale ELBOW DN AND COVER W/ INSECT SCREEN 4" SAN FCO-1 WC-1 1 1/2" V WCO-1 4" SAN 3" SAN MS-1 EXTRA HEAVY DUTY CAST IRON ADJUSTABLE SCORIATED SECURED COVER. BRONZE TAPER THREAD PLUG WITH COUNTER SUNK HEAD `N I \-FLANGE WASTE LINE LENGTH TO SUIT FLOW 4„ FLOW 4 THIS DETAIL USED FOR 4" SANITARY LINE RUN BELOW FIXTURE RACKING. SEE PLANS. 2—WAY YARD CLEAN OUT DETAIL —WAY YARD CLEAN OUT DETAIL Scale: No Scale GENERAL PLUMBING NOTES & SPECIFICATIONS 1. GENERAL NOTES ARE APPLICABLE TO ALL PLUMBING WORKING DRAWINGS. 2. THE WORK SHALL BE EXECUTED IN STRICT CONFORMITY WITH BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING LOCAL PLUMBING AND BUILDING CODES AND ALL LOCAL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. 3. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES BEFORE PROCEEDING WITH INSTALLATION. 4. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR PAYING RELATED FEES. 5. ROUGH -IN DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH GENERAL CONTRACTOR AND FIELD SUPERVISOR. 6. INSTALL BALL VALVES ON ALL BRANCH SUPPLY LINES. 7. PROVIDE ACCESS PANELS ON ALL INACCESSIBLE VALVES AND CLEANOUTS. ACCESS PANELS SHALL BE PROVIDED BY GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR LOCATION. MOUNT SHUT-OFF VALVES NO HIGHER THAN 12'-8" AFF. 8. ALL WORK SHALL BE PROPERLY TESTED, BALANCED AND CLEANED. PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ALL PARTS AND LABOR. 9. FOLLOW PDI STANDARDS FOR WATER HAMMER ARRESTORS. 10. ALL FIXTURES TO BE SUPPLIED & INSTALLED BY PLUMBING CONTRACTOR,. 11. GENERAL CONTRACTOR SHALL COORDINATE WATER METER LOCATION AND INSTALLATION WITH LOCAL AUTHORITIES AND CIVIL DRAWINGS. 12. PROVIDE BUILDING SERVICE LINE 5-0" FROM BUILDING LINE, OR INSIDE BUILDING FROM OUTLET SIDE OF METER AS SHOWN ON CIVIL SITE PLAN. COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS AND AT JOB SITE. IF LOCAL MUNICIPALITIES REQUIRE BACKFLOW PREVENTION DEVICE, A MINIMUM RPZ TYPE SHALL BE PROVIDED. 13. SANITARY SEWER PIPING SHOWN IS BASED ON 0.125"/FT FOR 3"-6" & 0.25"/FT FOR 2 1/2" OR LESS FOR ALL PIPING. COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS. 14. TRAP SEAL PRIMERS ARE TO BE PROVIDED AT NO ADDITIONAL COST TO OWNER IF REQUIRED BY LOCAL BUILDING CODE OFFICIALS. 15. VTR'S SHALL BE LOCATED A MINIMUM OF 5' FROM ANY PARAPET WALL AND 10' FROM ANY RTU AIR INTAKE. 16. FURNISH ALL MATERIAL, LABOR, EQUIPMENT, AND ACCESSORIES AS REQUIRED TO INSTALL COMPLETE PLUMBING AND HVAC PIPING SYSTEMS AS INDICATED ON MECHANICAL DRAWINGS AND IN THESE SPECIFICATIONS. 17. SANITARY SEWERS a. INSTALL SANITARY SEWERS, STACKS, VENTS, DRAINS, CLEANOUTS, ETC., AS INDICATED ON THE DRAWINGS. b. SEWERS TO BE PITCHED A MINIMUM OF 1/4" PER FOOT FOR 3" SIZES AND UNDER AND 1/8" PER FOOT FOR 4" SIZES AND LARGER OR TO GRADES INDICATED ON DRAWINGS. c. CHANGES IN DIRECTION AND BRANCH CONNECTIONS SHALL BE MADE WITH APPROVED DRAINAGE FITTINGS COMPATIBLE WITH THE PIPING SYSTEM MATERIAL IN WHICH IT IS INSTALLED. d. ALL FIXTURES AND SANITARY DRAINS SHALL BE VENTED AS INDICATED ON DRAWINGS AND IN ACCORDANCE WITH CODE. e. VENTS ARE TO BE EXTENDED THROUGH WALL IN ACCORDANCE WITH PEMB MANUFACTURER'S DETAILS OR THROUGH ROOF AS INDICATED ON DRAINS AND FLASHED WITH 4 LB. LEAD WITH VENT FLASHING TOP TURNED DOWN TWO (2) INCHES MINIMUM INSIDE PIPE. 18. BELOW GRADE SANITARY INSIDE BUILDING a. SERVICE WEIGHT - PVC AND CPVC ASTM A74-82 WITH ASTM C564-70 NEOPRENE COMPRESSION JOINTS OR NO -HUB b. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS. 19. ABOVE GRADE SANITARY SEWER AND VENT a. NO -HUB CAST IRON PIPE CISPI 1-301-78. b. PVC-DWV PLASTIC ASTM D1785 WITH ASTM D2665 DWV SOLVENT WELD SOCKET FITTINGS (IN CONCEALED AREAS ONLY, PVC SHALL NOT BE INSTALLED IN CEILING PLENUMS). c. SCHEDULE 40 GALVANIZED STEEL PIPE, ASTM A53-83 WITH CAST IRON SCREWED FITTINGS ANSI B16.22 1983. 20. DOMESTIC WATER PIPING a. INSTALL DOMESTIC WATER PIPING AS INDICATED ON DRAWINGS. INCLUDE ALL FITTINGS, VALVES, HANGERS AND OTHER ACCESSORIES. EXTEND DOMESTIC WATER PIPING TO ALL FIXTURES AND EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION. b. INCLUDE UNIONS, OR OTHER DISCONNECT MEANS, STOPS OR VALVES FOR ISOLATION OF FIXTURES AND EQUIPMENT. VALVES TO BE FULLY COMPATIBLE WITH PIPING FOR SERVICE INTENDED AS MANUFACTURED BY NIBCO, CRANE OR MILWAUKEE. INCLUDE HOSE OR DRAIN VALVES AT LOW POINTS WHERE FIXTURES CANNOT BE USED FOR DRAINAGE. c. PROVIDE WATER HAMMER ARRESTERS OF TYPE AS INDICATED ON THE DOMESTIC WATER RISER DIAGRAM. THESE SHALL BE ASSE 1010 OR PDI-WH2O1, PISTON TYPE WITH PRESSURIZED METAL -TUBE CUSHIONING CHAMBER AS MANUFACTURED BY SIOUX CHIEF, AMTROL, JOSAM OR ZURN. d. HANGERS ON INSULATED PIPE TO BE OUTSIDE OF INSULATION, SIZED ACCORDINGLY AND WITH A SUFFICIENT SADDLE TO PROTECT INSULATION. 21. DOMESTIC WATER PIPING SHALL BE AS FOLLOWS: a. ABOVE GRADE - TYPE "L" HARD COPPER ASTM B88-832 WITH WROUGHT COPPER FITTINGS ASTM B16.22 1980 AND NON -LEAD OR ANTIMONY SOLDER JOINTS. b. BELOW GRADE - CPVC OR PVC WITHOUT SPLICES OR FITTINGS. c. FLUSH, VENT AND SANITIZE ALL WATER PIPING WITH CHLORINE AS REQUIRED PER AWWA, LOCAL BUILDING DEPARTMENT AND HEALTH DEPARTMENT CODES. d. DOMESTIC HOT AND COLD WATER PIPING UNDER CONCRETE FLOOR TO BE COVERED WITH SAND SO THAT PIPING WILL NOT BECOME EMBEDDED IN THE FLOOR SLAB. e. ALL PIPING UNDER CONCRETE FLOOR SHALL BE CPVC PIPING, CONTINUOUS. NO SPLICES OR FITTINGS WILL BE ALLOWED. f. EXTREME CAUTION MUST BE TAKEN SO THAT NO PIPING AND INSULATION UNDER CONCRETE FLOORS BECOMES CRUSHED, CUT, SPLIT OR DEFORMED DURING THE POURING OF THE FLOOR SLAB. PROVIDE CLEANOUT WITH ADJUSTABLE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). CLEAN THE CLEANOUT PLUG AS SPECIFIED. TOP OF EXPOSED FCO AFTER INSTALLATION. APPLY TEFLON JOINT COMPOUND TO THE CLEANOUT PLUG THREADS fy FLOOR SLAB ON GRADE SAME SIZE AS SEWER UP TO 4" MAXIMUM MEMBRANE CLAMP AS REQUIRED FOR LONG SWEEP ELBOW AT DEPTH OF SEWER END OR TURN OF RUN SANITARY AND/OR COMBINATION WYE AND STORM SEWER, SIZE EIGHTH BEND IN RUN, PER PLAN REDUCING TYPE IF REQUIRED, ENTER TOP OF PIPE. DIRECTION OF FLOWF _16 REFER TO SPECIFICATIONS AND SCHEDULE FOR MORE INFORMATION. LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OF PIPE GREATER THAN 45°, AT 50' INTERVALS ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS AND RISERS. PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. LOCATE CLEANOUT WHERE THERE IS 18" CLEAR AROUND, FOR ACCESSIBILITY. CONSULT LOCAL CODES AND OFFICIALS FOR OTHER REQUIREMENTS. FLOOR CLEAN OUT DETAIL (7 Scale: No Scale LEGEND SS SANITARY SEWER -- - -— DOMESTIC COLD WATER — DOMESTIC HOT WATER CD CONDENSATE DRAIN -- PLUMBING VENT UNION — I i PLUG COCK C - ELBOW - TURNED DOWN a --- ELBOW - TURNED UP -- - -- TEE - TURNED DOWN --�-- TEE - TURNED UP - ��-- GATE VALVE --I O F--- BALL VALVE --��- CHECK VALVE _— SHUT-OFF VALVE IN VERTICAL LINE T & P RELIEF VALVE —O FCO FLOOR CLEANOUT _ _ O YCO YARD CLEANOUT -- WH WALL HYDRANT --- a_WCO WALL CLEANOUT FD FLOOR DRAIN HW HOT WATER DN DOWN CW COLD WATER VTR VENT THRU ROOF CONT. CONTINUATION U/G UNDER GROUND I.E. INVERT SAN SANITARY SEWER ELEVATION V PLUMBING VENT CD CONDENSATE DRAIN OUTSIDE INSIDE CORE DRILL WALL FOR EXISTING CIRCLE CUT NEW OR EXISTING STUD MASONRY OR CONCRETE CONSTRUCTION AND PROVIDE CONSTRUCTION GALVANIZED STEEL PIPE FOR 6" AND SMALLER. PROVIDE 10 GAUGE GALVANIZED SHEET STEEL ROUND TUBE FOR 6" AND LARGER. CAULK SLEEVE IN PROVIDE GALVANIZED STEEL PIPE WITH PLACE. RETAINING RING TO ANCHOR PIPE AND ACT AS A WATER STOP. GROUT IN PLACE FOR EXISTING MASONRY OR NEW PACK ANNULAR SPACE WITH CONCRETE CONSTRUCTION. FIBERGLASS INSULATION AND PROVIDE WATERPROOF NOW SHRINK SILICONE SEALANT ON INSIDE AND OUTSIDE PROVIDE CAST IRON WALL PIPE WITH 4, FLUSH WITH WALL. RETAINING RING TO ANCHOR PIPE AND ACT AS A WATER STOP. POUR IN PLACE FOR NEW CONCRETE PROVIDE ESCUTCHEON FOR EXPOSED CONSTRUCTION. PIPE IN FINISHED SPACE NOTE: PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO SPECIFICATIONS FOR MORE INFORMATION ON INSULATION AND SEALANT. COORDINATE SLEEVE INSTALLATION WITH GENERAL CONTRACTOR. PIPING PENETRATION DETAIL 5 Scale: No Scale STUD IN WALL METAL CUP WITH (3) SHEET METAL SCREWS FASTENED TO BOTH STUDS WATER HEATER SHELF MOUNTED WATER HEATER STRAP TO WALL AS INDICATED. (1) STRAP ON THE UPPER 1/3 & (1) ON THE LOWER 1/3 MAINTAINING A MINIMUM OF 4" FROM CONTROLS. `- (2) SHEET METAL O O �SCREWS 3/4" WIDE 20 GAUGE STRAP LATERAL SUPPORT WATER HEATER INSTALL WATER HEATER ABOVE MOP SINK UPON 8" 20 GA. STEEL STUD JOISTS SPACED 8" O.C. SPANNING SURROUNDING WALLS AT T-6" A.F.F. AT MOP SINK AND ABOVE CEILING AT HALLWAY. COORDINATE STRUCTURAL SUPPORT FRAMING WITH G.C. WATER HEATER SHELF DETAIL Scale: No Scale CONSULTANT: SEAL: HENRY D. MONTAGUE, PE 78172 �111!!1 � fit OtkpVA1. ����i�e�/ E NSF .AlT9 W No. 78172 '; m *" ATE OF �= LOR Zq-z/ THP DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG R. McCARTHY Project Leader Checked L. LONG H. MONTAGUE Date Dept Mgr Approval 02/23/2021 H. MONTAGUE Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store* 23227 Drawing Title PLUMBING DETAILS AND DIAGRAMS DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 P2 I C GENDER NEUTRAL HA1LW 07AY N GFCI AN CONNECT TOUST GENDER NEUTRAL SERVICE CLOSE BREAK ROOM OFFICE AM 2 4'-0" AFF 3/4" PLYWOOD 12'-0" WIDE X 5'-5" HIGH, FIRE RATED, NO VOIDS, PAINTED WHITE UNLESS CODE DICTATES OTHERWISE. - B/8 /ROOM SENSOR LIGHT CONTROL SWITCH. B/2 B/2 B/8 11 VA/ sw CA) —WATER HEA ER 120V, PROVIDE 1 POLE TOGGLE SWITCH T WATER HEATER SEE SHEETS E3 FOR WIRING INFO. SEE SHEET 2/E4 FOR OFFICE POWER PLAN & DETAILS. 0 12 AUTOMATIC DOOR, A/2. DEDICATED WP/GFCI 20 AMP OUTLET RECESSED @ 4'-0" AFF FOR ICE MERCHANDISER 6'-3" V-8" .5 V-8" 6 AM5,17,19 A/27 � DD RTU-3 5 5 OL SO CORD (WHITE), ANCHOR TO PURLINS ABOVE. A/27 SEE ARCHITECTURAL PLANS r FOR DIMENSIONS (TYP). B/3 MEDIUM TEMP CASE ROOF PENETRATIONS ARE TO BE REDUCED TO A MINIMUM. CONTRACTOR TO RUN ALL CONDUITS ALONG ROOF TO PARAPET WALL, TURN DOWN INSIDE PARAPET WALL INTO SPACE BELOW. ALL ROOF AND PARAPET WALL PENETRATIONS ARE TO BE SEALED. ROOF PENETRATIONS TO BE COORDINATED AND APPROVED BY DOLLAR GENERAL PRIOR TO DOING ANY WORK. I VERIFY ACTUAL HVAC ELECTRICAL REQUIREMENTS WITH MECHANICAL CONTRACTOR SALES AREA 102 39 R/19 R/22,24 O A/7,9,11 3 � 5 O RTU-2 L GC SHALL CONFIRM POWER REQUIREMENTS WITH REFRIGERATION VENDOR PRIOR TO WORK. LOW TEMP CASE TYP. T ICE CREAM FREEZER CA E 10 7 10 7 10 7 10 7 10 7 10 8 10 8 10 8 10 9 ��❑ 3J ��� 5 7 J��❑ w 11 J ❑� ,15 J 1 R/2 3 J� 4J �� 6 8J �❑ R/1 12 J R/1 ,16 J NORTH CX100 EMS PANEL FOR HVAC AND LIGHTING CONTROL PANEL PURCHASED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. DOLLAR GENERAL REFRIGERATION TEAM PROVIDES 12'-0" FINAL CONNECTION TO REFRIGERATION PANEL. V-8" 1.8" 1'-8" / ..8" V-6" V-3" PANEL PANEL PANEL EMS A R B A/6 (V V o F-1 DMARC 0 0 FLOOR LINE DUPLEX RECEPTACLE DEDICATED CIRCUIT A/4 1 POWER PLAN Scale. 1/8" = V-0" REFRIGERATION CONTRACTOR PANEL. PROVIDE POWER & DATA CONNECTIONS. POWER FROM CKT: R/41. ELECTRICAL CONTRACTOR TO RUN AN EMPTY 1 "C. (WITH PULL STRING) FROM THIS PANEL TO THE EMS PANEL. REFRIGERATION CONTRACTOR TO PULL DATA LINE. PROVIDED BY DOLLAR GENERAL REFRIGERATION TEAM. TELEPHONE CONDUIT STUB THROUGH WALL. SEE ELECTRICAL SPEC. NOTE H. ELECTRICAL PANEL ELEVATION Scale: NTS BUZZER A/4 RECEIVING 103 TYP. 2 6 3 A/1,3,5 -U- 5 DD 4 R/18,20 R/17 SEE 2/E1-- •- REFRIGERATION CONTACTOR PANEL A/4 V4' COMMERCIAL GRADE PUSH UTTON LEGEND SYMB DESCRIPTION • BUZZER - TORK MDL #TA725 W/ TRANSFORMER MDL#TA592 ❑� COMMERCIAL GRADE PUSH BUTTON 6A/23 125V NEMA 5-20R DUPLEX. PANEL/CIRCUIT IN PANEL I}I WU 125/250V NEMA L14-20-R 4 PRONG TWIST LOCK 125V NEMA 5-20R QUAD ❑ DISCONNECT BLACK MAGIC POWER POLE PHONE JACK 0 RJ-11, RJ-45 DATA JACK, PHONE COMBO A/23 PANEL/CIRCUIT IN PANEL m PROVIDE OCCUPANCY LIGHT SENSOR- LEVITON ODS10-IDW 20 AMP TOGGLE SWITCH NIL NIGHT LIGHT CIRCUIT GENERAL NOTES A. MOUNT ALL REFRIGERATOR OUTLETS AT 12" AFF. PANEL A PANEL R PANEL B PANEL EMS BRING RIGID PIPE SLEEVE THROUGH BUILDING TO ALLOW PHONE LINE PENETRATION. SEAL ALL PENETRATIONS. ELECTRICAL KEYED NOTES 1. TEST/RESET STATION FOR STAND ALONE DUCT DETECTOR. ONE FOR EACH DEVICE, SEE KEY NOTE 5 ON THIS SHEET. SIMPLEX #4098-9842 IS SPECIFIED. WITH PIEZO AND LED INDICATOR LIGHT. 2. MECHANICAL THERMOSTAT MOUNTED ON COLUMN AT 8'-0" AFF. SURFACE MOUNT BOX AND CONDUIT. STUB CONDUIT AT STRUCTURE. 3. LOCATIONS SHOWN FOR MECHANICAL UNITS ARE ONLY APPROXIMATE, CONTRACTOR MUST CONSULT MECHANICAL OR STRUCTURAL DRAWINGS TO DETERMINE ACTUAL UNIT LOCATIONS. PROVIDE 1/2"C. PENETRATION THRU ROOF WITHIN FOOTPRINT OF UNIT FOR USE WITH CONTROL WIRING TO UNIT BY OTHERS. PROVIDE PROPER WATERSEAL. (TYPICAL) 4. FACTORY MOUNTED POWERED CONVENIENCE OUTLET. FIELD VERIFY THAT OUTLET IS POWERED, WIRE ALL WITH THIS NOTE TO CIRCUIT R-26 IF THEY ARE NOT POWERED. 5. PHOTOELECTRIC DUCT DETECTOR WITH HOUSING. TIE TO LED READOUT. STAND ALONE DEVICE, 120V. SIMPLEX #4098-9687 IS SPECIFIED WITH 4098-9842 CONTROL STATION. PROVIDE ONE DEVICE PER UNIT. MOUNT DEVICE IN SUPPLY AIR DUCTWORK. DEVICE SHALL BE PROVIDED AND WIRED TO THE CONTROL STATION BY THE ELECTRICAL CONTRACTOR. HIRE THE MECHANICAL CONTRACTOR FOR INSTALLATION IN DUCTWORK & CONNECTION TO SHUTDOWN CONTROLS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED RELAYS AND 120V POWER, DO NOT POWER DUCT DETECTORS FROM HVAC UNIT LOW VOLATGE. PLACE ANY REQUIRED LABELING DIRECTLY BELOW UNIT. 6. MOUNT DISCONNECT SWITCH AT UNIT AS DESCRIBED IN NOTE 1 ON HVAC UNIT WIRING TABLE SHEET E5. 7. PROVIDE 208V, 1 PHASE CONNECTION TO A J-BOX AT 90" AFF WITH (3)#12 CU. & #12 GROUND IN 3/4"C. R.C. TO PROVIDE AND INSTALL 30A/2NF DISCONNECT SWITCH AND WIRE FROM DISCONNECT SWITCH TO EQUIPMENT CONNECTIONS. 8. PROVIDE 208V, 1 PHASE CONNECTION TO A J-BOX AT 90" AFF WITH (3)#8 CU. & #10 GROUND IN 1T. R.C. TO PROVIDE AND INSTALL 60A/2NF DISCONNECT SWITCH AND WIRE FROM DISCONNECT SWITCH TO EQUIPMENT CONNECTIONS. 9. PROVIDE 208V, 1 PHASE CONNECTION TO A J-BOX AT 90" AFF WITH (3)#10 CU. & #10 GROUND IN 3/4"C. R.C. TO PROVIDE AND INSTALL 30A/2NF DISCONNECT SWITCH AND WIRE FROM DISCONNECT SWITCH TO EQUIPMENT CONNECTIONS. 10. MOUNT J-BOX 11" FROM THE RIGHT SIDE OF EACH UNIT. CONFIRM EXACT LOCATION WITH REFRIGERATION VENDOR PRIOR TO WORK (TYP). 11. VACANCY SENSOR. SENSOR SHALL CONTROL LIGHTS AND TOP HALF OF THE DUPLEX RECEPTACLES INDICATED AS SPLIT WIRED, (13/2). 12. SPLIT WIRED RECEPTACLES. CIRCUIT B/8 SHALL BE 'ALWAYS ON', CIRCUIT B/2 SHALL BE CONTROLLED BY THE VACANCY SENSOR. RECEPTACLE SECTIONS THAT ARE AUTOMATICALLY CONTROLLED SHALL BE PERMANENTLY MARKED PER ASHRAE STANDARDS. CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 \`\�QA�F0CK p/" ,,��/ `ZP\GEN8�' ., 0 = NO.83946 STATE OF SS I filll THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P. 0. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title POWER PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 E1 6 IN BREAK ROOM EMERGENCY/EXIT SIGNS AND LIGHTS: INSTALL EMERGENCY LIGHTS & EXIT SIGNS (CENTERED AT 10'-6" AFF TO BE ABOVE OFFICE FIXTURES & MERCHANDISE) THROUGHOU 101 THE BLDG. IN COMPLIANCE WITH ALL B ES. COORDINATE BUILDING SIGN SIZE WITH DOLLAR GENERAL SIGN DEPARTMENT BY EMAILING TO SIGNAGE@DOLLAR GENERAL.COM. WIRE ON CIRCUIT B/23. LOCATE BOX HIGH ON WALL 12' LEFT FROM CENTER OF BUILDING FOR 26' SIGNS & 16' LEFT FROM CENTER OF BUILDING FOR 33' SIGNS. SEE ELEVATIONS. 1" PVC SCH. 40 UNDER GRADE CIRCUITS TO SITE LIGHTING B/27,29 F B/35 HB Al �/ `�" PYLON SIGN, 1" PVC SCH. El Al 40 UNDER GRADE, B/25 7T HBF] B/35 B/33 B/13 A GALVANIZED STEEL 4"x4" HANGER WIRE REQUIRED ON JUNCTION BOX WITH COVER BOTH ENDS OF FIXTURE, BY ONBOX / n Ilfl rlY rl 1 /^. '1 I^ A 1 P.l1LIT1 t A nT/11 l CONDUIT TO STRU B/16 A A B/16 E A B/1 B/`6 F�A A B/9 5 I E �B/16 A A B E \ i /16 A 4 A A A NOT I NTE CIR( PAN B/1 I SAL LIG AI COORDINATE BUILDING SIGN SIZE WITH DOLLAR GENERAL SIGN DEPARTMENT BY EMAILING TO SIGNAGE@DOLLAR GENERAL.COM. WIRE ON CIRCUIT B/23. LOCATE BOX HIGH ON WALL 12' LEFT FROM CENTER OF BUILDING FOR 26SIGNS & 16' LEFT FROM CENTER OF BUILDING FOR 33' I SIGNS. SEE ELEVATIONS. I NORTH COORDINATE UNISTRUT SUB STRUCTURE TO SUPPORT LIGHTS PLATE V TYPICAL LED FIXTURE MOUNTING DETAIL No Scale 7rI HB B/33 B/33 1 LIGHTING PLAN Scale: 1/8" = V-0" 3 I<1 E A B/15 E HB B/33 B/33 B/16 A 2 A I A G A B/1 A NL A 0 /A A A B/11 A B/16 A A A B/16 A B/16 �HB \F B/33 RECEIVING 103 IA A B/3 B/3 li 8' AFF iJG B/41 A B/3 G RECEIVING AREA B/41 LIGHTS MOUNT 10'-12' AFF. B/1 A NL 1 o MS B/3 I E� HB /33 OELECTRICAL KEYED NOTES 1. MOTION SENSOR. REFER TO LEGEND ON SHEET E-1 FOR MANUFACTURER'S MODEL NUMBER. 2. VACANCY SENSOR. REFER TO LEGEND ON SHEET E1 FOR MANUFACTURER'S MODEL NUMBER. LEDS LIGHT FIXTURE SCHEDULE SYMBOL TYPE MANF. PART # DESCRIPTION W COUNT 4' LED FIXTURE A ETI 54573161 AERIAL MOUNT INCLUDES 33 70 (2) 8 FT CABLES o Al ETI 54573161 4' LED FIXTURE 33 2 SURFACE MOUNT B ETI 54260161 2' LED FIXTURE 20 4 SURFACE MOUNT C ETI 55301101 LED EXIT SIGN 2.2 0 D ETI 55502201 LED EXIT SIGN / EMERGENCY LIGHT 2.4 3 COMBO WITH (2) HEADS E ETI 55501101 LED EMERGENCY LIGHT 2.4 8 WITH (2) HEADS LED REMOTE EGRESS 6 F ETI 55503101 EMERGENCY LIGHT WITH 1.2 2 (1) HEADS G LEDS SEE LIGHT FIXTURE DESCRIPTION SHEET ES1 nHB LEDS NOTES: 1) REFER TO SHEET701' FOR NATIONAL ACCOUNT VENDORS LIST. 2) PROVIDE DIMMABLE FIXTURES WHERE REQUIRED. CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 -\gIC(K p����� CoNo.83946 %•O STATE OF .Fc o 111111110 A� \\\\ THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING„ AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store* 23227 Drawing Title LIGHTING PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 E2 -- 2" 3" 3" 3" 186" 1 D5-IG 1D4 10" 6" 1" BLOCKER INSET 2" 1 FS5-IG 1 FS5-IG 1FS4 1FS4 12'-6", 13'-6", 14'-6", 15'-6" VERSIONS, ALL WITH 4" DATA ACCESS AT BOTTOM 3 CH POLE POWDER COAT BLACK im MODULAR POWER POLE FOR S200-B COUNTER INSTALL (4) IG CIRCUITS 20A 120VAC, (4) NORMAL CIRCUITS 20A 120VAC 1 D5-IG Cl1 D4 8" 4" — %4" HOLE THRU ALL 1" UP WITH GROMMET FOR DATA CABLE DATA COVER AND ADD -ON DATA CHANNEL STOP 4" SHORT OF BOTTOM FOR DATA PULL ACCESS ogo 000 EE:�:1Y REGISTER POWER POLE Scale: NTS 3 1 /2" �-*-- 2 1 /4" POWER POLE PROFILE 1" O 01 /4" POWER POLE STRAP - ALL POWER POLES SHALL BE BLACK ALL WHIPS SHALL BE 10' RED=HOT - CIRCUIT 2 BLACK=HOT - CIRCUIT 1 WHITE=NEUTRAL GREEN=GROUND 747DGS023R RED=HOT - CIRCUIT 2 - BLACK=HOT - CIRCUIT 1 WHITE=NEUTRAL GREEN=GROUND GREEN/YELLOW=ISOLATED GROUND GREEN=SHIELD GROUND WHITE=NEUTRAL- BLACK=HOT - CIRCUIT 1- REGISTER ELECTRICAL COMPONENTS QTY PART NUMBER DESCRIPTION VENDOR 1 747DGS023B DUAL CIRCUIT POWER KIT WITH D & P ISOLATED GROUND 1 747DGS023R DUAL CIRCUIT POWER KIT D & P 1 747DGSO44-12BK 12' 2CH REGULAR POLE W/2-C & 1-D CONNECTOR DRW #2004-12 1 747DGS032A 10' CABLE KIT (SET OF 4 WHIPS) RED=HOT - CIRCUIT 2 BLACK=HOT - CIRCUIT 1 WHITE=NEUTRAL GREEN=SHIELD GROUND 747DGS023B GREEN/YELLOW=ISOLATED GROUND RED=HOT - CIRCUIT 2 *NOTE: BEFORE ORDERING AND INSTALLATION OF ELECTRICAL COMPONENTS FOR REGISTERS, CONSULT FINAL FIXTURE PLAN FOR NUMBER AND LOCATION. MAXIMUM CIRCUITS FOR REGISTERS: • CIRCUITS AT MAIN REGISTER - (9) 110V • CIRCUITS AT ISLAND REGISTER - (3) 110V REGISTER ELECTRICAL DETAIL Scale: NTS J W 06 LU D J co PHONE LINE #1 LABEL AS "PHONE" RJ-11 JACK: 1 - REGISTER EXTRA WIRES TO BE WRAPPED AND TAPED AROUND CABLE ALL WIRES ARE CAT 5, 4-PAIR USE SEPARATE RJ-11 JACKS FOR EACH CONNECTION BLUE BLUE & WHITE RJ-11 JACK LLI W Lu z z z J --I J 0 S S PHONE WIRING FOR REGISTER Scale: NTS 1 D5-IG GREEN 1 D5-IG GREEN 1D4 BROWN 1D4 BROWN CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 hlhll�l,,, �1 .'\GENS 4 No. 83946 < = C1' STATE OF = � 4 �! Illllhh\\\ THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M.GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title POWER POLE DETAILS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 E3 DED. QUAD. @ T-0" FOR EQUIP. A/22 c NI H) NI F VOICE AND DATA PORT CONDUIT #2: PROVIDE' CONDUIT FROM VOICE/I PORT TO CABLE TRAY. C LOCATION OF 1-1/2" COI WITH PULL STRING FOF SATELLITE (ABOVE OFF #P3AC24-16-8L,16 CAMERA, 24 VAC, 8 AMP, POWER SUPPLY CABINET. DVR & MONITOR FOR CCTV. DESK BY DG. WALL 'A' ELEVATION SCALE 1/4" = V-0" #BW-106 VIDE CONVERTER ENCLOSURE. QUAD RECEPTACLE @ 3'4' CONTROLLED BY THE VACANCY SENSOR VACANCY SENSOR. SENSOR SHALL CONTROL LIGHTS AND TOP HALF OF THE DUPLEX OFFIC RECEPTACLES INDICATED AS SPLIT WIRED ( 101 (A/28) � I , SECURITY OUTLET AT T-T DEDICATED DUPLEX RECEPTACLE @48" FOR INTERFACE EQUIPMENT. QUAD RECEPTACLE @ 3A" CONTROLLED A/35 BY THE VACANCY SENSOR 4A/18 A/28 DEDICATED QUAD RECEPTACLE @ 6-0" FOR VSAT AND D-LINK EQUIPMENT ' `1CATE ALL CONDUITS TO =FICE IN THIS WALL =FER TO DATA ROUTING PLAN )R CABLING REQUIREMENTS JTERING THE OFFICE AREA. ATA PATCH PANEL :AVY DUTY,12" X 20" 1ELF (BY GC) MOUNTED F4'-6" FOR VSAT, MONEY )UNTER AND RADIO THICK (MIN.) PLYWOOD, I" WIDE x 48" HIGH, PAINTED ) MATCH WALL AT 36" AFF. DED. QUAD. RECPT, @ VSAT, DATA, D-LINK EC HEAVY DUTY, 12" X 20" SHELF (BY GC) MOUNT AT4'-6" FOR VSAT, MOP COUNTER AND RADIO %" THICK (MIN.) PLYW 60" WIDE x 48" HIGH, P TO MATCH WALL AT 3( AMA SECURITY OUTLET f 7'-0" TERFACE )UIPMENT ED. DUPLEX ECPT. @ 4'-0" DRINTERFACE 4 WALL 'B' ELEVATION 5 WALL 'C' ELEVATION SCALE 1/4 = 1-0 SCALE 1/4" = 1'-0" LOW VOLTAGE VENDOR TO PROVIDE AND INSTALL ONE (1) 24 GA., 4 TWISTED -PAIR, CATEGORY -FIVE (CAT5) DATA CABLE WITH MODULAR COMBO RJ-11/ RJ-45 JACK AT MANAGER'S OFFICE. CABLE TO BE RUN FROM JACK TO DATA HUB LOCATION WITH 6' LEFT COILED FOR INSTALLATION TO DATA HUB. A T RJ-45 MALE FITTING SHOULD BE CRIMPED ON THIS END. DOLLAR GENERAL STORE OPENING TEAM A/28A/35 WILL MAKE FINAL CONNECTION INTO THE DATA HUB. WALL--- -- KEY A/26 WALL QUAD RECEPTACLE @ TZ' CONTROLLED BY THE B VACANCY SENSOR A/35 A/28 DEDICATED QUAD RECEPTACLE @ 3'4' FOR CCTV A/22 EQUIPMENT A/26 A128 A/26 QUAD RECEPTACLE @ 3'-0" CONTROLLED BY THE c� A/28 VACANCY SENSOR LLED BY THE VACANCY SENSOR ENLARGED OFFICE POWER PLAN SCALE 1/4" = V-0" NORTH i LOW VOLTAGE CABLE TRAY PLAN SCALE: 1/$ = 1-0 1) CABLE TRAY SHALL BE MOUNTED SUCH THAT THE BOTTOM OF THE TRAY IS AT 11'-O" AFF. 2) CABLE TRAY SYSTEM SHALL BE INSTALLED USING FULL LENGTH SECTIONS WITH MINIMAL CUTTING OF SECTIONS. 3. PROVIDE ALL CONNECTIONS TO ATTACH CABLE TRAY TO STRUCTURE ABOVE PER MANUFACTURER'S INSTRUCTIONS. 4. BOTTOM OF CABLE TRAY SHALL BE WHITE. CKT# LOAD 1 3480 3 3480 3480 g 5 7 11400 9 11400 11 11400 g 13 11400 15 11400 17 11400 B 19 21 23 C 25 1650 C 27 960 C 29 500 31 1200 C 33 1200 35 1008 C 37 1600 C 39 1600 C 41 PANEL "A",120/208 VOLT, 3 PHASE, 4 WIRE, 600A FRAME, 600A MLO, SURFACE MOUNT, NEMA 1 PANEL "R",120/208 VOLT, 3 PHASE, 4 WIRE, 225 AMP, MLO, SURFACE MOUNT, NEMA 1 MAIN BONDING JUMPER BARE COPPER NEUTRAL BUS TOTAL PER PHASE IN TOTAL PER PHASE IN CONDUCTION GROUND BUS (1)#6 TO PHONE BOARD WATTS WATTS MINIMUM OF 20'-0" OF 1/2" ® PER NEC 800-40(D) REBAR IN BUILDING WALL e DESCRIPTION AMP POLE A B C AMP POLE DESCRIPTION LOAD CKT# CKT# LOAD DESCRIPTION AMP POLE A B C AMP POLE DESCRIPTION LOAD CKT# FOOTING, (NEC 250-50C) BARE COPPER GROUNDING 3580 20 1 AUTOMATIC DOOR C 100 2 1 1000 C 4900 C 3900 2 ELECTRODE CONDUCTOR A 1-A REACH -IN DAIRY CASE 15 2 40 2 A2-AREACH-IN FROZEN CASE DEFROST (NEC 250-66) RTU-1 30 3 4020 20 1 TELEPHONE BOARD/BUZZER C 540 4 3 1000 4900 3900 4 CADWEL BONDING JUMPER TO 3660 20 1 ENERGYMANAGEMENT C 180 6 5 1000 C A-1-B REACH -IN DAIRY CASE 15 2 4200 40 2 C A-2-B REACH -IN FROZEN CASE DEFROST 3200 6 PANELBOARD ENCLOSURE SIZE 11580 20 1 OUTDOOR HVAC RECEP. 180 8 7 1000 4200 3200 8 VALVE, METER SUPPLY PER NEC 250-122 BUILDING STRUCTURAL RTU-2 100 3 11580 20 1 OUTDOOR DRINKVENDING 180 10 9 1300 C A 1-C REACH -IN DAIRY CASE 15 2 4500 40 2 C A2-C REACH -IN FROZEN CASE DEFROST 3200 10 UNION SIDE STEEL 250-52 A 2 (NEC( ( )( ) 11580 20 1 OUTDOOR CONV RECEPT. 180 12 11 1300 4500 3200 12 PIPE CLAMP COLD WATER SERVICE (TYP.) CADWELD 11500 20 1 EXHAUST FAN 100 14 13 1300 C Al-D REACH -IN DAIRY CASE 15 2 39Q0 25 2 C A-3 REACH -IN FROZEN CASE DEFROST 26Q0 14 ENTRANCE (PROVIDE SIMILAR CONNECTION TO FIRE JUMPER RTU-3 100 3 11500 20 1 EXHAUST FAN 100 16 15 1300 3900 2600 16 PROTECTION WATER SERVICE 11900 20 1 INTERFACE EQUIP. 500 18 17 1150 C 72" COOLER 20 1 2070 C 920 18 ENTRANCE), (NEC 250-50A) 20 2 72" FREEZER 500 20 1 VSAT, DATAHUB EQUIP. 500 20 19 1150 C PRODUCE COOLER 20 1 2070 920 20 NOTE: ALL GROUNDING SHALL BE INSTALLED IN SPACE 3 960 20 1 CCTV EQUIP. 960 22 21 1300 C COOLER 15 2 2964 20 2 PRODUCE COOLER C 1664 22 ACCORDANCE WITH ARTICLE 250-50 OF THE 180 20 1 SECURITYREC C 180 24 23 1300 2964 1664 24 NATIONAL ELECTRICAL CODE. WATER HEATER 20 1 2370 20 1 OFFICE REC G 720 26 25 SPARE 20 1 360 20 1 SERVICE RECEPS ON ROOF 360 26 GROUNDING DETAIL 0 SODACOOLERS 20 1 1680 20 1 OFFICE REC C 720 28 27 SPARE 20 1 20 1 SPARE 28 DRINKING FOUNTAINS 20 1 1424 20 1 CLICK & COLLECT FREEZER/COOLER C 924 30 29 SPARE 20 1 0 20 1 SPARE 30 Scale: NTS OUTDOOR ICE MERCHANDISER 20 1 16630 15430 32 NEW (X), EXISTING O TOTAL 15430 16264 13734 TOTAL CONNECTED = 45428 WATTS HIGI KIOSK 20 1 17464 150 3 PANEL "R" 16264 34 *HANDLE LOCK -ON DEVICE LOCATED AT: 126.2 AMPS OFFICE REC 20 1 14742 13734 36 DRINK COOLERS 20 1 8395 6795 38 SOAD COOLERS 20 1 7909 150 3 PANEL "B" 6309 40 SPARE 20 1 8208 8208 42 NEW TOTAL 54555 55113 51694 TOTAL CONNECTED = 161362.0 WATTS * HANDLE LOCK -ON DEVICE LOCATED AT: 448.2 AMPS 120/208 3-PHASE,4W PANEL LOAD CAPACITY: 600A TOTAL LOAD LOAD TYPE CONNECTED DEMAND DEMAND FORMULA CONNECTED DEMAND LIGHTING 6.9 KVA 8.685 KVA LOAD X 125% NEC 210.19 CONTINUOUS 161.4 1 KVA 143.10 KVA RECEPTACLE 18.5 KVA 14.2 KVA 10KVA+50%REMAINDER NEC 220.44 448.23 AMP 397.49 AMP HVAC 78.8 KVA 63.07 KVA LOAD X80% (USED MCA IN CALCULATION) DOLLAR GENERAL ZEPHYRHILLS MISC 57.1 KVA 57.1 KVA LOAD X 100% NEC 210.19 NON-CONT. NP 0 KVA 0 KVA 0 NONCOINCIDENTAL LOADS NEC 220.60 CONNECTIVE LOAD SUMMATION INTERIOR LIGHTING = 3380.0 WATTS SITE AND SIGN LIGHTING = 3568.0 WATTS RECEPTACLE LOAD = 18472.0 WATTS HVAC LOAD = 78840.0 WATTS EQUIPMENT LOAD = 57102.0 WATTS TOTAL LOAD = 161362.0 WATTS 448.2 AMPS VERIFY ALL WIRE SIZES SHOWN TO MEET LOCAL CODES. ADJUST, AS REQUIRED, PER LOCAL CODES. PROVIDE EXTERIOR NEMA 3R/600V/600AS/600AF MAIN SERVICE DISCONNECT CLASS J FUSES AS REQUIRED BY LOCAL CODE, COORDINATE LOCATION WITH UTILITY COMPANY AND DOLLAR GENERAL. PANEL "A" TO BE AN MLO IF DISCONNECT IS PROVIDED. AVAILABLE SHORT CIRCUIT (TYPICAL) CT'S/ METER CABINET 18.64 PER UTILITY COMPANY REQUIREMENTS r� 3 SETS OF (4)#500, AL, 4"C UNDERGROUND SERVICE ENTRANCE PER UTILITY AND SITE SPECIFIC CONDITIONS. REFER TO SHEET ES1 FOR LOCAL UTILITY CO. TRANSFORMER LOCATION. G.C. SHALL COORDINATE WITH CIVIL FOR THE EXACT LOCATION OF THE TRANSFORMER AND MAKE ANY CHANGES TO THE SERVICE ENTRANCE WIRING SIZE IF THE CONNECTION POINT IS DIFFERENT THAN WHAT IS SHOWN. T 2 SETS OF (4)#350KCMIL, 3"C, COPPER CLASS J FUSE LET -THROUGH (10kA) 19.02 2 SETS OF (4)#350KCMIL, 3"C, COPPER 1/0 SYSTEM GROUND, SEE 2/E5 EXTERIOR NOTES: B = BREAKERS FOR HVAC UNIT SHALL BE SIZED PER MANUFACTUREE REQUIREMENTS & BE HACR TYPE. C = BREAKER LOCK D = ISOLATED GROUND BUS. R = ROUTING TO EMS PANEL PANEL "B", 1201208 VOLT, 3 PHASE, 4 WIRE, 225 AMP, MLO, SURFACE MOUNT, NEMA 1 TOTAL PER PHASE IN WATTS CKT# LOAD DESCRIPTION AMP POLE A B C AMP POLE DESCRIPTION LOAD CKT# 1 180 R,G NIGHT LIGHTS 20 1 720 20 1 BREAK RM. RECEPS. C 540 2 3 135 R,C RECEIVING LIGHTS 20 1 135 20 1 SPARE 4 5 675 R 70% SALES LIGHTS - ROWS 2 & 3 20 1 675 20 1 SPARE 6 7 585 R 70% SALES LIGHTS - ROWS 5 & 6 20 1 1305 20 1 BREAK RM. RECEPS. & SERVICE CLOSET C 720 8 9 675 R 30% SALES LIGHTS - ROWS 1 & 4 20 1 1455 20 1 REC EPT KEY ME C 780 10 11 585 R 70% SALES LIGHTS - ROWS 8 & 9 20 1 1185 20 1 RECEPT ATM G 600 12 13 90 R BREAK RM./OFF./R.R. LIGHTS 20 1 1170 20 1 BULKHEAD RECEPS. 1080 14 15 405 R 30% SALES LIGHTS - ROWS 7 & 10 20 1 455 20 1 EMERGENCY/EXIT LIGHTS R 50 16 17 SPARE 20 1 1200 20 1 POWER TERMINAL BROWN C 1200 18 19 SPARE 20 1 1200 25 1 POWER TERMINAL BROWN C 1200 20 21 900 R BUILDING SIGN 20 1 2100 25 1 POWER TERMINAL GREEN C 1200 22 23 900 R BUILDING SIGN 20 1 2100 25 1 POWER TERMINAL GREEN C 1200 24 25 R SPARE 20 1 1200 20 1 POWER TERMINAL GREEN C 1200 26 27 300 R SITE LIGHTING 20 2 1500 20 1 POWER TERMINAL GREEN C 1200 28 29 300 R 1500 20 1 POWER TERMINAL BROWN C 1200 30 31 SPARE 20 1 1200 20 1 POWER TERMINAL BROWN C 1200 32 33 484 R LEFT SIDE EXT. WALL LTS 20 1 664 20 1 ICE CREAM FREEZER C 180 34 35 584 FRONT EXT. WALL/CANOPY LTS 20 1 1448 20 1 GATORADE C 864 36 37 SPARE 20 1 0 20 1 SPARE 38 39 SPARE 20 1 0 20 1 SPARE 40 41 100 R EXTERIOR DUSK/DAWN 20 1 100 20 1 SPARE 42 NEW(), EXISTING O TOTAL 6795 6309 8208 TOTAL CONNECTED = 21312 WATTS * HANDLE LOCK -ON DEVICE LOCATED AT: 59.2 AMPS 600A, 3PH, 4W, 120/208V, 600A MLO - 42 CIRCUIT 225A, 3PH, 4W, 120/208V, MLO - 42 CIRCUIT 225A, 3PH, 4W, 120/208V, MLO - 54 CIRCUIT PANEL PANEL PANE[ A R B �-- N N N G G G to IG 17.94 —/ I 1 1 16.55 INTERIOR ELECTRICAL PANEL SCHEMATIC Scale: NTS 16.55 (4)#1/0, (1)#6G, (1)#61G, 2"C (4)#1/0, (1)#6G, (1)#61G, 2"C SHORT CIRCUIT RATING LET THROUGH CURRENT OF 600A CLASS J FUSE WILL BE LIMITED TO 10KA WHEN SCA IS LESS THAN 25KA. PANEL A, B & R BREAKERS MAY BE RATED 10kAIC. 3 SHORT CIRCUIT ESTIMATE Scale: NTS Voltage Drop Estimate Prepared by NORR LLC Job No__%JCCT20_0451 Job Name.- .'Dollar General Zephyrhills Florida 23227 _- . r . .. ,.... ,. .. igner: Engineer/Desi& Pic -Kell / N. Nguyen Line Side 208 Phase to Phase Voltage 120 Phase to Neutral Voltage Feeders (3PH) Amps Size Type Z/1kft* #/Ph Len(ft) Vdrops VD%o LoadV Utility Ser ce 397.49 500kcm AL/NM 0.057 3 267 3.49 1.7% 204.5 600A Maier Disconnect 397,49 350kcm C U/FE 0.060 2 5 0.10 0.0°`a 207.9 600A Panel A 397-49 350kcm , CU/FE 0-060 2 10 0.21 0.1 % 207.8 150A Panel B & R 150.00 #1/0 GU/FE 0.130 1 5 0.17 0.1% 207-8._.. Total Feeder I I I i 1.9% * Effective Z at 0.85 PF taken from Table 9 of the NEC Wire Codes: CU -Copper, AL -Aluminum _ Conduit Codes: FE - Ferris (Steel), N M - Non-Maanetic (PVC. Aluminum) 4 VOLTAGE DROP ESTIMATE Scale: NTS HVAC UNIT WIRING TABLE UNIT WIRE COND DISC FUSE ENCL PH VOLT GND I BRKR LOAD I CFM TONS RTU-1 #10 3/4" 30A/3P 30 NEMA 3R 3$ 208 #10 30A/3P 10440 900 3 RTU-2 #2 1 1/4" 100A/3P 100 NEMA 3R 3� 208 #6 10OA13P 34200 3600 12.5 RTU-3 #2 1 1/4" 100A/3P 100 NEMA 3R 3� 208 #6 100A/3P 34200 3760 12.5 EF-1 #12 3/4" MOTOR RATED SWITCH NEMA 1 10 120 #12 W/ LIGHTS 17 77 -- EF-2 #12 3/4" MOTOR RATED SWITCH NEMA 1 1c 120 #12 20A/1P 17 77 -- TABLE NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH THE MECHANICAL CONTRACTOR CONCERNING THE ELECTRICAL INFO OF ALL MECHANICAL DEVICES REQUIRING AN ELECTRICAL CONNECTION PRIOR TO DOING ANY WORK. ANY DISCREPANCIES BETWEEN THE FIELD OBTAINED INFORMATION AND THE INFORMATION SHOWN ON THE ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO DOING ANY WORK. 2. PROVIDE NEUTRALS ON AS REQUIRED BASIS, FIELD VERIFY r 3. I ALL DISCONNECTS TO BE HEAVY DUTY. FUSES TO BE RK-5 TYPE, SUBMIT SHOP DRAWINGS. BUSSMAN FRN-R-(AMP) IS SPECIFIED. CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 \\\�Q�?,IGK P/c,�.,. co No. 83946 %.p °•• STATE OF �e THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHI'LLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title THREE PHASE ELECTRICAL PANELS DO NOT SCALE DRAWING Project No. Drawing No. ,JCDT.20.0451 E5 - — s _ i, IJ MANUAL PULL STA' CEILING MOUNTED SMOKE DETECTOR DUCT TYPE SMOKE DETECTOR CEILING MOUNTED COMBINATION HORN/STROBE WALL MOUNTED COMBINATION HORN/STROBE TAMPER SWITCH F FLOW SWITCH SD TS F CEILING TYPE STROBE -CEILING MOUNTED SMOKE DETECTOR LOCATED ABOVE THE FACP E FOR NOTE: ONITORING FIRE ALARM SYSTEM SHALL COMPLY WITH FLORIDA BUILDING CODE (201 7) k-8 AND NFPA 72, 2013 EDITION BLE FIRE ALARM CONTROL PANEL WITH BUILT-IN INTERNAL SURGE PROTECTION DEVICES TO PROTECT BOTH POWER AND DATA LINES TO ISOLATE THE FIRE ALARM CONTROL PANEL. FIRE ALARM RISER DIAGRAM Scale: NTS SYMBOL FIRE ALARM SYSTEM SYMBOL SCHEDULE DESCRIPTION FWALL MOUNTED FIRE ALARM PULL STATION A CEILING MOUNTED FIRE ALARM STROBE A\ CEILING MOUNTED COMBINATION FIRE ALARM HORN AND STROBE C F WALL MOUNTED COMBINATION FIRE ALARM HORN AND STROBE W <FF O/WP WALL MOUNTED AND WEATHER-PROOF COMBINATION FIRE ALARM W HORN AND STROBE s DUCT MOUNTED SMOKE DETECTOR (MOUNT IN RETURN AIR DUCT) OCEILING MOUNTED SMOKE DETECTOR TS WP WEATHER-PROOF FIRE RISER TAMPER SWITCH WF WP WEATHER-PROOF FIRE RISER WATER FLOW SWITCH NOTES: 1. FIRE ALARM SYSTEM SHALL PROVIDE A GENERAL EVACUTATION SIGNAL FOR THE ENTIRE BUILDING. 2. PROVIDE WIRING PER NFPA 72. 3. ABOVE GROUND AND UNDERGROUND WIRING SHALL COMPLY WITH CHAPTER 12 IN NFPA 72. 4. TRANSIENT PROTECTION SHALL COMPLY WITH CHAPTER 12 IN NFPA 72. 5. ALL DUCT DETECTORS SHALL BE WIRED TO ACTIVATE ALARM SYSTEM AND SHUT DOWN FAN. 6. FIRE ALARM CONTRACTOR TO VERIFY THAT THE CANDELA INTENSITY OF THE STROBE LIGHTS SHOWN COMPLYS WITH TABLES 7.5.4.3.1(a) AND 7.5.4.3.1 (b) IN NFPA 72. AUDIO LEVEL SHALL COMPLY WITH NOTIFICATION IN CHAPTER 18, NFPA 72. ALL AUDIO AND VISUAL RATINGS SHALL MEET OR EXCEED NFPA REQUIREMENTS. 7. PROVIDE REMOTE POWER SUPPLIES AS REQUIRED FOR NOTIFICATION APPLIANCE CIRCUITS, NOT TO EXCEED 80% OF CAPACITY. 8. PROVIDE SMOKE DETECTOR ABOVE EACH REMOTE POWER SUPPLY PANEL. 9. IF REQUIRED, SMOKE DETECTOR LAYOUT SHALL COMPLY WITH SECTIONS 17.5 AND 17.7 IN NFPA 72. ADDITIONAL SMOKE DETECTORS SHALL BE PROVIDED TO REMOVE SMOKE STRATIFICATION. 10. PROVIDE BATTERY, CURRENT LOAD AND VOLTAGE DROP CALCULATIONS PER NFPA. 11. SEAL AROUND ALL PIPES & CONDUITS IN MASONRY AND DRYWALL WALLS. 12. EXTERIOR DEVICES SHALL BE SUBJECT TO ENVIROMENTAL FACTORS INCLUDING BUT NOT LIMITED TO: HUMIDITY, TEMPERATURE AND CORROSIVE ATMOSPHERES (INCLUDING COASTAL SALT AIR). 13. ALL FIRE ALARM WIRING SHALL BE MINIMUM # 14 AWG AND IN CONDUIT MIN 3/4" IN EXPOSED CEILING AREAS, PLENUM RATED CABLE IS ACCEPTABLE ABOVE LAY -IN CEILINGS IN J-HOOKS. 14. FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES INVOLVED IN OBTAINING APPROVAL AND CERTIFICATION FROM STATE ELECTRICAL INSPECTOR FOR A COMPLETE SYSTEM. CERTIFIED CONTRACTOR TO PAY ALL FEES REQUIRED. 1 5. THE RISER DIAGRAM IS FOR REFERENCE PURPOSES. EXACT QUANTITIES OF DEVICES AND LOCATIONS SHALL COMPLY WITH NFPA GUIDELINES AND MEET APPROVAL OF THE STATE ELECTRICAL INSPECTOR. FIRE ALARM CONTRACTOR SHALL HAVE SHOP DRAWINGS APPROVED BY THE STATE ELECTRICAL INSPECTOR PRIOR TO COMMENCEMENT OF WORK. 16. SYSTEM TESTING SHALL COMPLY WITH NFPA 72. 17. SYSTEM OPERATION AND MAINTENANCE PROCEDURES, MANUALS, SYSTEM DOCUMENTATION AND INSTRUCTION OF OWNER'S OPERATING PERSONAL SHALL BE PROVIDED PER NFPA 72. 18. CONTRACTOR SHALL COORDINATE LOCATION OF FIRE ALARM DEVICES WITH THE LATEST DOLLAR GENERAL FIXTURE PLAN. 19. THE NEW FIRE ALARM SYSTEM SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH THEREQUIREMENTS OF NFPA 72, CHAPTER 14, "INSPECTION TESTING AND MAINTENANCE." [72:14.4.1 .1 ]. VERIFICATION OF COMPLIANT INSTALLATIONSHALL BE PERFORMED ACCORDING TO TESTING REQUIREMENTS AND PROCEDURES SPECIFIED IN 72:14.4.1 "INITIAL ACCEPTANCE TESTING." A RECORD OF ALL INSPECTIONS, TESTING AND MAINTENANCESHALL BE PROVIDED THAT INCLUDES THE FOLLOWING INFORMATION (72:14.6.2.4 (1) THROUGH (19)) REGARDING TESTSAND ALL APPLICABLE INFORMATION REQUESTED IN 72:F.14.6.2.4. [72:14.6.2.4*]. ALL INTEGRATED SYSTEMS SHALL BE TESTED, [4:1.1 .1 *]. 20. AFTER SUCCESSFUL COMPLETION OF ACCEPTANCE TESTS APPROVED BY THE AHJ, THE REQUIREMENTS OF 72:14.6.1.1 THROUGH 72:14.6.1.3 SHALL COMPLY. [72:14.6.1 J. A) A SET OF REPRODUCIBLE AS -BUILT INSTALLATION DRAWINGS, OPERATION AND MAINTENANCE MANUALS AND A WRITTEN SEQUENCE OF OPERATION SHALL BE PROVIDED TO THE BUILDING OWNER OR THEIR DESIGNATED REPRESENTATIVE. [72:14.6.1.1 ]. B) FOR SOFTWARE BASED SYSTEMS, A COPY OF THE SITE -SPECIFIC SOFTWARE SHALL BE PROVIDED TO THESYSTEM OWNER OR OWNER'S DESIGNATED REPRESENTATIVE. [72:14.6.1.2.11. C) THE COPY OF THE SITE -SPECIFIC SOFTWARE SHALL BE STORED ON SITE IN A NON-VOLATILE, NON-ERASEABLE AND NON-REWRITABLE MEMORY. [72:14.6.1 .2.2]. D) THE SYSTEM OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THESE RECORDS FOR THE LIFE OF THE SYSTEM FOR EXAMINATION BY ANY AHJ. PAPER OR ELECTRONIC MEDIA SHALL BE PERMITTED. [72:14.6.1 .31. 21. THE FIRE ALARM CONTRACTOR SHALL VERIFY THAT THE RADIO STRENGTH DETERMINED BY THE FIRE MARSHAL IS ADEQUATE FOR FIRE GROUND / DEPARTMENT COMMUNICATIONS. If THE SIGNAL STRENGTH IS NOT ACCEPTABLE AN ENHANCEMENT SYSTEM SHALL BE INSTALLED. 2. FIKt ALARM Ut5)KjNtK QUALIFIC,A I IUN5: NICt I LtVtL III UK IV (3 UK 4) CLK I IFILU FIKL ALARM TECHNICIAN OR REGISTERED FIRE PROTECTION ENGINEER, EMPLOYED BY THE FIRE ALARM CONTROL PANELMANUFACTURER, CONTRACTOR, OR INSTALLER, WITH EXPERIENCE DESIGNING FIRE ALARM SYSTMS IN THE JURISDICTIONAL AREA OF THE AUTHORITIES HAVING JURISDICTION. FIRE ALARM SEQUENCE OF OPERATION THE ACTIVATION OF ANY FIRE ALARM AUTOMATIC DETECTOR CIRCUIT SHALL AUTOMATICALLY PERFORM THE FOLLOWING FUNCTIONS: 1. SEND A SIGNAL TO THE FIRE ALARM COMPANY WHICH CALLS THE FIRE DEPARTMENT AND THE CUSTOMER PROVIDED CALL LIST. 2. LIGHT THE FIRE ALARM CONTROL PANEL'S RED LED AND AUDIBLE SONALERT AND DISPLAY A DESCRIPTION OF THE DEVICE CAUSING THE ALARM. 3. ALL AUDIBLE ALARM SIGNALS SHALL SOUND UNTIL SILENCED BY THE ALARM SILENCE BUTTON. IF ALARM SIGNALS ARE SILENCED FOR ANY REASON THEY SHALL AUTOMATICALLY RESOUND IF ANOTHER ZONE ACTIVATES. 4. ALL SIGNALS SHALL FLASH UNTIL STOPPED BY THE SILENCE BUTTON. IF VISUAL SIGNALS ARE STOPPED FOR ANY REASON THEY SHALL AUTOMATICALLY RESOUND IF ANOTHER ZONE ACTIVATES. 5. POWER FAILURE, OPEN CIRCUIT OR OTHER ABNORMAL CONDITIONS IN THE FIRE ALARM CIRCUITS SHALL CAUSE THE TROUBLE SIGNAL TO SOUND AND TH AMBER ZONE TROUBLE LIGHT TO GLOW ON THE FIRE ALARM CONTROL PANEL, INDICATING WHICH CIRCUIT IS IN A DIS ARRANGED CONDITION. THE SILENCE BUTTON MAY BE SELECTED TO SILENCE THE AUDIBLE SIGNAL BUT THE TROUBLE LAMP SHALL NOT BE EXTINGUISHED UNTIL THE ABNORMAL CONDITION IS RECTIFIED. 6. IN THE EVENT OF A COMMERCIAL POWER INTERRUPTION THE SYSTEM SHALL AUTOMATICALLY TRANSFER TO AN EMERBENCY STANDBY BATTERY SOURCE. 7. DUCT SMOKE DETECTORS SHALL AUTOMATICALLY STOP THEIR RESPECTIVE FANS(S) ON DETECTING THE PRESENCE OF SMOKE. 8. SPRINKLER SYSTEM FLOW SWITCH AND TAMPER SWITCHES SHALL INDICATE AS A COMMON SUPERVISORY CONDITION AND SHALL TRANSMIT A SUPERVISORY SIGNAL TO THE FIRE ALARM PANEL. FIRE ALARM INSTALLATION REQUIREMENTS: POWER LIMITED FIRE ALARM CIRCUITS SHALL BE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 760. CONDUCTORS SHALL BE EITHER SOLID OR STRANDED COPPER MINIMUM OF #14 AWG. FIRE ALARM CIRCUITS INSTALLED IN CORROSIVE, DAMP OR WET LOCATIONS MUST BE IDENTIFIED FOR USE IN THE OPERATING ENVIRONMENT, MUST BE OF MATERIALS SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED, AND MUST BE OF A TYPE SUITABLE FOR THE APPLICATION. COVERS OF BOXES AND CABINETS SHALL BE PAINTED RED AND PERMANENTLY IDENTIFIED AS TO THEIR USE. EXPOSED CABLES SHALL BE SUPPORTED BY THE STRUCTURAL COMPONENTS OF THE BUILDING SO THAT THE CABLE WILL NOT BE DAMAGED BY NORMAL BUILDING USE. EXPOSED CABLES MUST BE SECURED BY STRAPS, STAPLES, CABLE TIES, HANGERS, OR SIMILAR FITTINGS DESIGNED AND INSTALLED TO NOT DAMAGE THE CABLE. POWER LIMITED FIRE ALARM CABLES SHALL NOT BE STRAPPED TO THE EXTERIOR OF ANY RACEWAY AS A MEANS OF SUPPORT. FIRE ALARM CIRCUITS MUST BE IDENTIFIED AT ALL TERMINAL AND JUNCTION BOX LOCATIONS. FIRE ALARM CABLE SPLICES OR TERMINATIONS SHALL BE MADE IN LISTED FITTINGS, BOXES OR ENCLOSURES FIRE ALARM DEVICES OR UTILIZATION EQUIPMENT. FIRE ALARM CIRCUITS LOCATED IN NON -ACCEPTABLE LOCATIONS OR BELOW 8 FEET MUST BE INSTALLED IN METALLIC CONDUIT. THIS INCLUDES AREAS BEHIND HARD CEILINGS AND DRYWALL. All DIRECT BURIAL FIRE ALARM CABLE NOT PROTECTED IN CONDUIT MUST BE INSTALLED AT A MINIMUM DEPTH OF 24" BELOW GRADE WITH EITHER SCHEDULE 80 NORTH PVC OR RIGID CONDUIT UP TO THE DEVICE. DIRECT BURIAL CABLE INSTALLED IN i FIRE ALARM PLAN PLASTICCONDUIT 80 UIT MUST BE INSTALLED AT A MINIMUM OF 1 8" BELOW GRADE IN SCHEDULE 1 Scale. 1/8 - 1-0 CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 ` G. s F / 0 ; No.83948 STATE OF F A THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES 'UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG S. PIC-KELL Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title FIRE ALARM PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 E6 F 6 5 4 3 2 Motion Detector Installation and Wiring Ceiling mount motion detectors are used to detect motion in the store after business hours. Stock lights will be energized when motion is detected. (2) Detectors are supplied with the CPC equipment... one for the front of the store and one for the stock room. NORTH GENERAL NOTES A. REFER TO E1 FOR GENERAL CONTRACTOR' RESPONSIBILITIES, E.C. MAY USE CABLE TRAY FOR LOW VOLTAGE CABLES, SEE 2/E2. B. RUN CONDUIT FROM SENSORS TO BOTTOM OF STRUCTURE. C. REFRIGERATION UNITS TO BE CONNECTED TO EMS PANEL BY DOLLAR GENERAL REFRIGERATION CONTRACTOR. SENSOR PLAN KEYED NOTES ALWAYS INSTALL THERMOSTATS 8'-0" A.F.F. THE EXACT MOUNTING LOCATION OF THE THERMOSTAT "TS" MAY VARY DEPENDING ON THE STORE LAYOUT AND DUCT CONFIGURATION. REFER TO SITE SPECIFIC MECHANICAL DRAWINGS FOR HVAC ZONED THERMOSTAT MOUNTING LOCATIONS. IF THERMOSTATS ARE MOUNTED ON EXTERIOR WALLS DUE TO DUCT CONFIGURATION, THEY ARE THEN TO BE INSULATED TO PREVENT AIR INFILTRATION. IF ADDITIONAL HVAC UNITS ARE USED, ADD ADDITIONAL THERMOSTATS "TS". PHONE LINE #1 - TWO RJ-11 PORTS. ONE (1) LOCATED IN OFFICE W/RJ-45 DATA JACK COMBO AND ONE (1) AT REGISTER. 24 GA. CAT 5, 4-PAIR TWISTED WIRE ONLY. USE BLUE AND BLUE & WHITE [2] WIRES. HOOK TO LINE #1 TERMINAL IN RJ-11 JACK EACH PHONE JACK TO HAVE DEDICATED, SEPARATE HOME RUN TO DMARC. LABEL AS "PHONE" AT THE DESTINATION AND AT DMARC. PHONE COMPANY PROVIDES FINAL HOOK UP TO DMARC ONLY.PHONE LINE #2 - RJ-11 PHONE JACK SUPPLIED AND WIRED BY CONTRACTOR, EMS/LOW VOLTAGE - FLOOR PLAN LABEL ANNUNCIATOR "ROOFTOP UNIT DUCT SMOKE DETECTOR" 'HORNtR LARM TATUS L------� REMOTE AUDIO/ VISUAL ALARM ANNUNCIATOR LOCATED IN RECEIVING AREA. Scale: 1/8" = 1'-0" DUCT SMOKE DETECTOR LOCATED AT ROOFTOP AIR HANDLING UNIT F— — — — — — — — — — -- (9ROOFTOP UNIT I SHUTDOWN WIRED BY MECH. CONTR. I ALARM SIGNAL (+) I� COMMON(-) AUX POWER (+) I I TROUBLE L — — — — — — — — — J DUCT DETECTOR ALARM WIRING Scale: NTS • Motion detectors require a four conductor cable: o (2) wires for 24AC Power — (Red to Red and Black to Black) o (1) for Control Signal Normally Open Contact (Yellow to Green) o (1) for Control Common (Orange to White) ***Do not use the green wire from Motion Detector*** • Pull a 4 conductor cable from the motion detectors to the CPC panel and terminate at the terminal strip according to the wiring legend. The Yellow and Orange wires for each sensor shall be pulled to the CPC input board to the points labeled Motion Sensor Front and Motion Sensor Rear. Polarity does not matter since the motion detector simply feeds the control board a "dry set of contacts (an Open or Closed signal). For simplicity, we recommend connecting the Yellow motion detector wire to the Green of the four conductor home run back to the panel ... and the Orange to the White of the four conductor. The Red and Black wires shall be pulled to the terminal strip located just above the breaker. This terminal strip provides 24VAC for the sensors. Example of location for "Front Entrance" Motion Detector ***Set Dip Switches (2) and (3) in the UP or "ON" Position. This sets the motion detector for a 20 minute lights activation period anytime motion is detected*** To test the sensors once installed, cover the sensors with duct tape (or something similar). Go to the E2 controller. The status of the motion detectors can be viewed on the "Home" screen. If you are not sure if you are on the "Home" screen, simply press the button with the house on it. The bottom center of the screen has a section called Sensor Control ... the motion detectors are defined as Motion Front and Motion Rear. With the motion sensor coved in tape the E2 should read "OFF' for the appropriate sensor. This indicates that no motion is detected. By removing the tape, the detector should sense motion and the E2 should read "ON". For quickness in testing the sensors, I recommend setting dip switches 1, 2, and 3 in the up or "ON" position. This sets the motion detector for a 30 second delay. This means that the sensor will wait 30 seconds before it sends the E2 a change of state between motion and no motion. (Be patient). Power to the motion detector must then be reset (this allows the motion detector to accept the new dip switch settings.) ***Important***When you are complete with the test you must set the dip switches in the correct position for normal operation ... (2, and 3 in the up or "ON" position for a 20 minute delay). Power to the motion detector must then be reset (this allows the motion detector to accept the new dip switch settings. Failure to move dip switches to correct position will cause the Stock Lights to short cycle. DEVICE SCHEDULE SYMB DESCRIPTION CABLE TYPE SUPPLIER INSTALLER NOTES OT OUTDOOR AIR TEMP (501-1122) BELDEN 8761 OR EQUIVALENT EMS SUPPLIER GENERAL (1) PER RECEIVING ENTRY (22AWG, 2C, STRANDED, SHIELDED) CONTRACTOR MOUNTED 8'-0" A.F.F. ST SUPPLY TEMP (201-0041) BELDEN 8761 OR EQUIVALENT EMS SUPPLIER GENERAL (1) PER HVAC UNIT IN SUPPLY DUCT (22AWG, 2C, STRANDED, SHIELDED) CONTRACTOR TS TOUCHSCREEN THERMOSTAT (810-1600) 8C T-STAT CABLE EMS SUPPLIER GENERAL (1) PER HVAC UNIT ZONE CONTRACTOR 8'-0" A.F.F. O RJ-11/RJ-45 DATA JACK CAT-5 DATA CABLE GENERAL GENERAL (1) AT OFFICE COMPUTER CART PHONE COMBO (24AWG, 4 TWISTED PAIR) CONTRACTOR CONTRACTOR m MOTION SENSOR SWITCH LEVITON EZ-FIND ODS-10-IDW GENERAL GENERAL (1) PER RESTROOM CONTRACTOR CONTRACTOR CONSULTANT. - SEAL SEAN PATRICK PIC-KELL, PE 83946 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NG UYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title EMS/LOW VOLTAGE PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.0451 EMS1 IMPORTANT IMPORTANT REMOVE PROTECTIVE FILM BEFORE BEFORE INSTALLING THE DISPLAY THEN PLACE FILM BACK ON SCREEN SITE SUPERVISOR 10' DISPLAY Sign Lights Outside Lights Inside LIghS Overtide Overntle Ovemde WIRING DIAGRAM ON BACK OF DOOR Viowlug lJgbtlne,Rdrlemtbn, 046-0210 LABEL ON FRONT �0 00 0 oaa000 ppnn lal E M ERSO ri Climate Techn°logles Site Supervisor Ow ket Nut 123456 Finn— bezel th PEM stud. Use zIP tie to s the tlisplay power supply to thls anchor point. Wrap with loam. Coll up excess wire— rom power supply end ip tie to secu re to the anchor point onec sMe of the losure wall. Fir O a° 6' ° a O 860-4000 ° im0 + I Em o O ! 50Tt T2 ® VA ® ® 50VA DI O O D"Ma ®o 0 ° a ° ❑ ❑ ° ❑❑ 30% Lights 0' _50 ❑•❑ ° c1 0g0 ®� -0, 0 70% Lights C Outside Perimeter C2-s ® c ® ° ° Lights o - 0 ❑ ° C4 - ° °®° ° G ° 70% Lights so o co 9 C3 -. Outside Perimeter o. ® °®❑ ❑®❑ ° Lights o c o05 Exterior Dusk/Dawn coo o®o _C 0 Lights ° C6 -- o a c 0 ❑®❑ Sign Lights ❑®❑ e ° C8 -= ° ❑®❑ ®� _W0 Receiving/Night Lights O G7 s O ❑❑ PANEL, SUPERVISOR, 88AO, 8-NC 30A LIGHTING 50VATRANSFORMER For220V: PIN.640-0042 For 110V:P/N.640-0041 L N FUSE I I g 10 11 12 13 14 1.6A J L� L Supply Q 24VAC Cac Resit 0 0 Cleanout 2 p t p SITE SUPERVISOR Com 1 Corn 2 Corn 3 C83 C66n cm, e a 81 62 1B Bz 64 65 B B 67 8 Pos 2 B a m Analog Inputs SUPERVISOR WITH POWER SUPPLY 1 67 68 69 a a 67 68 69 a e Cmn + _ Cmn + - Com 4 Can Bus ETH 1 ETH 1 ETH 0 I +12V +5V I—i fJ-, O Power Ethernet 0®� ° 0 O On 0 <y w �°c O m ca ca �TT7 Ch Ch 12a to Ilm%EMERMON — 2 RS485 10 NET - REVERSE POLARITY a ro» xun xun rmn mar: wx� Wxe ❑❑❑❑ ❑❑❑❑ �EG El O a N S dU ® V) s� s L� ® $� 4 SUPERVISOR RS485 MODBUS - SAME POLARITY v s MODBUS ADR 1 +_oloaaw� y� 16 17 18 19 20 21 22 23 24 TIF 0 w,aA A, 0(3A2-- Q �' r4 5 6 7 8 SET o Al. NC. %•Rap e Light Der DIXELL XR75CX AN Ll°z Ell 2 mkf- r�L LlSg 0 O to Override Push Buttons located on door � Qo j °i°Y4nw�'�°r., .�° yW o d e - �a ® a a a �I &� a r R � � a C L O Q) E L ED p� To To all To 850-3972 - DOLLAR GENERAL- REPLACEMENT COMPONENT PART NUMBERS COMPONENT(S) PART NUBMER DESCRIPTION Main Controller 860-0OCa Site Supervisor with 2-RTU DG aet rots and licenses loaded Display 818-7250 10.1"SRe Supervisor Touch Sa n display (part1025) with power supply VO Board 8103064 MWHFIex 88 board, 8 outpi irI Transformers 71 & T2 640-0041 50VA, 120Vac primary, 24Vac secondary Class 2 transformer Contactors 221-4020 Normally closed lighting contactors Pushbuttons 1 118-1090 Pushbuttons for lighting overrides Circuit Breaker 1 117-4115 115 Amp, MCCB 30% Li 70% Lights III Outside Perimeter Exterior Dusk/Dawn Liqhts Neceivina/Night Lights Sign ❑%Lights -G C 1 -p J 0% Lights -w C2 0% Lights N C3 e Perimeter Lights -G C4 -� 014 Is Perimeter Lights N C5->� rior Dusk/Down Lights ❑ to -U CIS ->o ceiving/Night Lights N® �O C7 gn Lights ❑ C8 -W I PANEL, 5UPERVISOR, 88A0, 8-NC 30A LIGHTING �+•mmm ""=mmmwmmm:� mmm,bmmm;�, A�1 A� AA�1 3 RS485 MODBUS - REVERSE POLARITY MODBUS ADR 3 , "e e a 71 18 19 20 21 22 23 24 A wtoA N.C. H%°-IRep [)at DIXELL XR75CX ADD - 1 ADD - 2 MODBUS O ( TERM.BLOCK (150 OHM) MUTIFLEX 88AO P/N: 535-2711 Note: € MODBUS ADR 2 MODBUS LAST UNIT - Multiflex 88 wired to COM1 as 10 Net factory wired. + - e "e w l + - o� a e w u 25ov- 16 17 18 19 20 21 22 23 24 V M 2sov- 16 17 18 19 2012122 23 24 - Reverse polarity means that the Supervisor Ma= w1oA Max. w,oA 16A ® 8(3)A 25aV- Q b t8A ® B(a)A 25PV- COM port + terminal connects to the device - terminal �I and vice versa. 1 2 3 4 6 6 7 8 SET IV 1 2 -3 4 5 6 7 8 � SET V 1,z NC. X�Re, a Am NC. a %Rep e Fan Coup Light Den Fan Comp Light 1 DIXELL XR75CX DIXELL XR75CX 1 8 8.8 .� V J � TOUCH THERMOSTAT 1 4.41 0 �nnn — V 0 0.0 , AA J TOUCH THERMOSTAT R8.8 V t it Note: LAST UNIT TOUCH THERMOSTAT The XR75's wired to COM2 as Modbusl field wired. Note: Number of XR's will range between 4 to 10 depending on the Proto type. Thermostats field wired to COM3 as Modbus2. Number of Thermostat may vary between 2 to 6. SUPERVISOR - 10 NET AND MODBUS NETWORK OVERVIEW Terminate last unit by switching dipswitch 2 ON, CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 Ft1CK p(c�� ....... a' .•�\CENB`c .,��` Q. to : NO. 83946 STATE OF :• 1444 ' A -2-1 THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION, DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 11/08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #>~: 23227 Drawing Title CPU TREMINAL DIAGRAMS DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 EMS2 TOUCH THERMOSTAT CABLES/ WIRING SPECIFICATIONS FROM Supervisor WITHIN RS485 MODBUS NETWORK POWER WIRING (24VAC) ^ ECHELON NETWORK ( ) ( ) i i=i i==i 14AWG - BELDEN 9495 EuroTech (APAC) P/N: ET3801-107 oC v 16AWG - BELDEN 9494 Flow PCN: 108-5005 v v 18AWG - BELDEN 9493 o A 1 MAXIMUM WIRE LENGTH PER SEGMENT: 200 METERS o 0 0 M o 0 MAXIMUM ALLOWABLE WIRE LENGTH FOR EACH GAUGE: MAXIMUM OF 20 NODES PER SEGMENT o c + For 14AWG: Lmax = 1200 / VA (in feet) z v For 16AWG: Lmax = 750 / VA (in feet) 00/1AIT DAAICI For 18AWG: Lmax = 462 / VA (in feet) 5 ETHERNET CROSS -OVER CABLE `1 JUMPER WIRE BETWEEN R & Rc MUST BE FIELD INSTALLED. � ❑ 0 GND 24VAC COMMON - BLACK 0 B+ 24VAC POWER - RED 0 A- HEAT STAGE 1 -WHITE ❑ 0 — tAUX HEAT STAGE 2 - BROWN ❑0� O❑❑ 0 IN1 0 ❑❑ WHT 0 0 IN2 IN3 Y1 ❑ COOL STAGE 1 -YELLOW & ❑ 0 IN4 Y2 COOL STAGE 2 - BLUE 0 ❑ BLK ❑01N5 0 7&❑ GND ECO ❑ 0 — G - FAN - GREEN CHASSIS GROUND REAR PANEL T m (TERMINALS) � x a i o 0 c w x WHT BLK BLK BLK v TO NEXT TOUCH THERMOSTAT WITHIN RS485 MODBUS NETWORK SUPPLY AIR TEMP (201-0041) THERMOSTAT WIRING DETAIL Thi Pmduit JMOD J HOOK Caddy CABLECAT j� 0 9 �� •._. � I V III; CAT124234 CAT32PLR --it! CAT214234 JMJH2-X20 JMDWB-I-X NOTES: 1) ALL CABLING SHOULD BE HANDLED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS AND IN COMPLIANCE WITH ALL GOVERNMENT CODES 2) THE USE OF THE ABOVE ILLUSTRATED (OR EQUIVALENT) DROP CEILING WIRE HANGARS IS REQUIRED WITHIN THE CEILING VOIDS TO MEET OR EXCEED GOVERNMENT CODES. (BEAM, PURLIN, AND WALL MOUNTING IS ALSO ACCEPTABLE AS OUTLINED WITHIN THESE GUIDELINES) 3) ALL CABLING SHOULD BE PROPERLY SECURED TO PREVENT CONTACT AND CLOSE PROXIMITY TO HIGH VOLTAGE WIREWAYS AND COMPONENTS (E.G. LIGHTING BALLASTS) 4) CABLING SERVICE LOOPS SHOULD BE PROVIDED AT EACH END OF THE CABLE RUN WITHIN THE CEILING VOID AND SAFELY TIED TO THE CLOSEST HANGAR 5) ONCE CABLING RUNS ARE INSTALLED SECURE THEM WITH THE CORRECT CABLE TIES AS PER MANUFACTURER'S SPECIFICATIONS, MEETING OR EXCEEDING GOVERNMENT CODES 1. CABLE MANAGEMENT - CEILING VOID ' TYPICAL MASONRY TYPICAL DRYWALL li +. FASTENERS FASTENER h �K�' � -�)��` - i 1)ZIP-IT7v-' '� a 2)--°(:1�Y�-- 3)(�F { 2) MOLLY 3) TOGGLES , J €a NOTES: 1) USE ZIP -IT, MOLLY, OR TOGGLE BOLTS FOR DRYWALL ANCHORING AND SIZE ACCORDING TO APPLICATION. FASTENERS SHOULD COMPLY WITH OR EXCEED GOVERNMENT CODES. 2) NO LESS THAN A #10 SCREW SIZED FASTENER SHOULD BE USED IN MOUNTING THE E2, ALARM OR LIGHTING BYPASS PANEL. 3) THE LIGHTING AND BASE PANELS SHOULD BE STUD MOUNTED WITH NO LESS THAN A #6X2" SCREW. IN CASES WHERE STUDS ARE EITHER NOT AVAILABLE OR CONVENIENT, A COMBINATION OF STUD AND MINIMUM #6 MOLLY/TOGGLE FASTENERS SHOULD BE USED. 4)' ANOTHER OPTION IS SPANNING AN OVERSIZED 1/2" PLYWOOD SHEET ACROSS THE STUDS FASTENING THE PANELS TO THE SHEET WITH NO LESS THAN A #6x1" SCREW. 5) IF THE WALLS ARE UNFINISHED MASONRY, #B OR GREATER MASONRY FASTENERS ARE TO BE USED 2. WALL ANCHORS 19 TERMINATE LAST UNIT BY SWITCHING DIPSWITCH 2 ON NOTE: 24VAC COMMON MUST BE INSTALLED FOR SINGLE TRANSFORMER SYSTEM JUMPER SHOULD BE INSTALLED BETWEEN R & RC FOR DUAL TRANSFORMER SYSTEM NO JUMPER REQUIRED BETWEEN R & RC —THERMOSTAT POWER IS PROVIDED ON TERMINALS C & R FAILURE TO REMOVE JUMPER ON DUAL TRANSFORMER INSTALLATION COULD CAUSE SEVER DAMAGE TO HVAC SYSTEMS NOTES: 1) CONDUIT SHOULD BE RUN FOR ALL INDOOR APPLICATIONS UP TO 8'AFF AS ILLUSTRATED BELOW AND SUPPORTED PER GOVERNMENT CODES 2) CABLE RUNS WITHIN OPEN CEILING AREAS ABOVE 8'AFF CAN BE FREE WIRED AT 90° VECTORS PARALLEL WITH FLOORS, CEILINGS, AND WALLS AND SAFELY SECURED WITH SCREWED IN TIE BASES AS ILLUSTRATED BELOW. THERE SHOULD BE NO SAG BETWEEN BASES AND CABLE TENSIONS SHOULD NOT EXCEED MANUFACTURER'S SPECIFICATIONS. 3) SPECIAL CARE SHOULD BE TAKEN TO PREVENT CABLE CONTACT WITH HIGH VOLTAGE WIRING AND MAGNETIC LOADS. IF UNABLE TO AVOID HIGH VOLTAGE WIRE WAYS, CABLING CAN CROSS THE WIRE WAYS AS LONG AS THE CABLES RUN PERPENDICULAR AND NOT EXPOSED TO POTENTIAL DAMAGE. TYPICAL EMT STANDPIPE ";` WALL STUDS, WITH ADAPTER AND �_ WHERE PRESENT, INSULATED BUSHING '�'' ARE PREFERRED FOR ANCHORING. USE A TOGGLE TYPE ANCHOR IN M ALL OTHER j. If � APPLICATIONS I r EMT WALL STRAP f .:7 TYPICAL CABLE TIED CABLES WITH SCREW MOUNT BASE 3. CABLE MANAGEMENT - WORKSPACE ACCEPTABLE CLASS 1 HIGH VOLTAGE ACCEPTABLE CLASS 1 & 2` WIRE NUTS OUTDOOR INDOOR '-SS 224VAC ONLY GEL FILLED USE ACCEPTABLE CLASS 1 & 2 CONNECTION TAPE x 4 =t 1) ALL CLASS 1 HIGH VOLTAGE CONNECTIONS WITHOUT OEM PROVIDED LUG TERMINALS SHOULD BE MADE USING THE ABOVE ILLUSTRATED CORRECTLY SIZED CONNECTORS. 2) ALL CLASS 1 HIGH VOLTAGE AND CLASS 2 (24VAC ONLY) SPLICES SHOULD BE DONE WITH THE USE OF THE ABOVE ILLUSTRATED AND PROPERLY SIZED WIRE NUTS (GEL FILLED FOR OUTDOOR OR HUMID ENVIRONMENT USE) EACH SPLICE SHOULD BE TAPED CLOCKWISE AROUND THE WIRE NUT AND ENTERING WIRES SO AS TO PROMOTE A SOUND AND SAFE CONNECTION. 3) ALL CLASS 2 LOW VOLTAGE SPLICES SHOULD BE MADE WITH THE ABOVE ILLUSTRATED GEL SEAL CONNECTORS. ALL CONNECTIONS SHOULD BE TAPED COVERING THE CONNECTOR AND CONDUCTOR ENTRANCE. 4) THESE PROCEDURES ARE DESIGNED TO MEET OR EXCEED GOVERNMENT CODES AND OEM STANDARDS. 4. CABLE MANAGEMENT - CONNECTORS 2 RS485 1/0 NETWORK - (REVERSE POLARITY) 9600 BAUD BELDEN 8761 (22AWG, 600V) CPC P/N: 135-0600 MAXIMUM DAISY CHAIN CABLE DISTANCE: 4000 FT OR 1219 METERS (FOR 22 AWG) RS485 CABLE FOR CPC AND DIXELL TEMP. SENSORS 2 a "IF LONGER THAN THE PROBE LENGTH SUPPLIED. BELDEN 8761 (22AWG, 600V) CPC P/N: 135-0600 RS485 MODBUS NETWORK - (REVERSE POLARITY) 3 9600 BAUD - FOR ECT MODBUS 19200 BAUD - FOR ECT MODBUS BELDEN 8761 (22AWG, 600V) CPC PIN: 135-0600 MAXIMUM DAISY CHAIN CABLE DISTANCE.- 4000 FT OR 1219 METERS (FOR 22 AWG) MAXIMUM OF 25 DEVICES PER LEG / SEGMENT. RS485 MODBUS NETWORK - (SAME POLARITY) 3a 9600 BAUD - FOR DIXELL MODBUS 19200 BAUD - FOR DIXELL MODBUS BELDEN 8761 (22AWG, 600V) CPC P/N: 135-0600 MAXIMUM DAISY CHAIN CABLE DISTANCE: 4000 FT OR 1219 METERS (FOR 22 AWG) 9600 BAUD - MAXIMUM OF 32 DEVICES PER LEG / SEGMENT. 19200 BAUD - MAXIMUM OF 25 DEVICES PER LEG /SEGMENT. RS485 CABLE / BELDEN 8761 EQUIVALENT: SHIELDED TWISTED PAIR 18-22AWG CAPACITANCE BETWEEN SIGNAL WIRES 31pF/ft OR LESS (9.45 m) OR LESS CAPACITANCE BETWEEN SIGNAL AND SHIELD 59pF/ft OR LESS (17.98 m) OR LESS NOMINAL IMPEDANCE: 120 OHMS +/- 50 OHMS CABLE SHIELD SHOULD BE FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROTECTED BY EITHER THE PVC SPLICING CABLES: JACKET OR ELECTRICAL TAPE TO 1) CONDUCTORS SHOULD NOT BE STRIPPED FOR PREVENT SHORTS SCOTCKLOK UR2 CONNECTORS (FULL INSTRUCTIONS ON BOX). --( TRIM I--- 2) USE OF A SCOTCHLOK CRIMPING TOOL IS REQUIRED (SEE FIGURE C3.3) MAKE SURE CONDUCTORS ARE PUSHED ALL THE WAY INTO THE CONNECTOR i 1 OUTSIDE OF THE 1/0 NETWORK (SEE NOTE 2 BELOW) THE DRAIN WIRE IS TO BE: 1) TRIMMED FLUSH TO THE PVC JACKET AT THE END FURTHEST FROM THE BASE PANEL 2) TERMINATED TO GROUND INSIDE THE BASE PANEL FOR SIGNAL GROUND NOTES: 1) ALL INCOMING CLASS 2 DC CABLES SHOULD BE RUN AWAY FROM HIGH VOLTAGE WIREWAYS, 2) THE I/O NETWORK (RS485) USES THE DRAIN WIRE AS A CONDUCTOR CONNECTED TO THE 'OV" TERMINAL OF EACH DEVICE IN THE NETWORK. 3) SPECIAL CARE SHOULD BE TAKEN WHEN STRIPPING CABLE JACKETS SO AS NOT TO NICK OR DAMAGE CONDUCTOR INSULATION (PREVENTING OPPORTUNITIES FOR SHORTS). 4) A MINIMUM OF 12" OF PVC JACKETING SHOULD BE REMOVED FROM THE CABLE END TO ALLOW FOR TERMINATION OF ALL CONDUCTORS (NOT ALL TERMINALS ARE IN CLOSE PROXIMITY). 5) PVC JACKET SHOULD BE STRETCHED OVER ANY REMAINING FOIL (OR TAPED WITH ELECTRICAL TAPE) SO AS TO PREVENT SHORTING. 1. CABLE MANAGEMENT - 3M CONNECTORS CABLE SHIELD SHOULD BE DC4141 CRIMPING INSTRUCTIONS PROTECTED BY EITHER THE PVC 1) INSERT DOLPHIN SUPER B-WIRE CONNECTOR FROM THE JACKET OR ELECTRICAL TAPE TO FRONT OF THE TOOL, NOT FROM THE SIDE. FOLLOW THE PREVENT SHO TR S 1 RED STRIPE WITH THE B-CONNECTOR HORIZONTAL DOWN THE MIDDLE OF THE RED LINE. MAKE SURE THE B-CONNECTOR IS EVEN ON BOTH SIDES OF THE RED LINE 'i BEFORE CRIMPING. o 14� 2) STRIP 2 TO WIRES, SOLID OR STRANDED, 24 TO 22 GAUGE WIRES, TO A %" OF INSULATION AND TWIST WIRES TOGETHER BEFORE INSERTION INTO B-CONNECTOR. 3) RATCHET CRIMPING TOOL UNTIL TOOL SPRINGS OPEN. OUTSIDE OF THE 1/0 NETWORK (RS485) THE DRAIN WIRE IS TO BE; 1) TRIMMED FLUSH TO THE PVC JACKET AT THE END FURTHEST FROM THE BASE PANEL 2) TERMINATED TO GROUND INSIDE THE BASE PANEL FOR SIGNAL GROUND NOTES: 1) ALL INCOMING CLASS 2 DC CABLES SHOULD BE RUN AWAY FROM HIGH VOLTAGE WIREWAYS. 2) SPECIAL CARE SHOULD BE TAKEN WHEN STRIPPING CABLE JACKETS SO AS NOT TO NICK OR DAMAGE CONDUCTOR INSULATION (PREVENTING OPPORTUNITIES FOR SHORTS). 3) A MINIMUM OF 12" OF PVC JACKETING SHOULD BE REMOVED FROM THE CABLE END TO ALLOW FOR TERMINATION OF ALL CONDUCTORS (NOT ALL TERMINALS ARE IN CLOSE PROXIMITY). 4) CABLE FOIL SHOULD BE NEATLY TRIMMED TO THE PVC JACKET AND THE DRAIN WIRE RUN TO THE LOCALLY PROVIDED GROUND TERMINAL FOR SIGNAL GROUND. (RS485 WIRING IS THE EXCEPTION TO THIS RULE SINCE THE DRAIN WIRE IS GROUNDED AT THE BOARD) 5) PVC JACKET SHOULD BE STRETCHED OVER ANY REMAINING FOIL (OR TAPED) SO AS TO PREVENT SHORTING. 2. CABLE MANAGEMENT - DOLPHIN CONNECTORS 6 ETHERNET STRAIGHT CABLE 4 PAIR ScTP, CAT5E, 24AWG SOLID BARE COPPER, WITH FOIL SHIELD BONDED TO JACKET AND 24AWG DRAIN WIRE. TDS8PC5 PLUGS. BELDEN BEL-1533R-XX (PVC) 200MHz BELDEN BEL-1533P-YY (PLENUM) 350MHz MAXIMUM CABLE LENGTH: 328 FT OR 100 METERS 7 BELDEN 8771 SHIELDED 3-CONDUCTOR CABLE, 22 GA WIRE. FOR PRESSURE TRANSDUCERS AND HUMIDITY SENSORS. 8 BELDEN 8729 SHIELDED 4-CONDUCTOR CABLE, 22 GA WIRE. FOR LIGHT LEVEL SENSORS, AND DEWPOINT SENSORS BELDEN 9418 9 4-CONDUCTOR CABLE, 18AWG WIRE. FOR ESR VALVES (MAXIMUM OF 150 FT). CABLE / WIRING SPECIFICATIONS t & MODEL•- i3 -A DOLPHIN DC-4141 3M MODEL E-9Y OR KLEIN MODEL D234-6C 3. CABLE MANAGEMENT - SPLICING TOOLS ACCEPTABLE CLASS 2 LOW VOLTAGE BUTT CONNECTORS PART # PART # 110-9907 110-1000 E %, ACCEPTABLE CLASS 1 & 2 ELECTRICAL TAPE SCOTCHCODE WRITE ON LABELS 4. CABLE MANAGEMENT - CONNECTORS AND LABELS CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 / \ gICK p"'//, No. 83946 STATE OF :k/�\ / IIIIIIII\11\\\ "2 l �2,( THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31 799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title CPU TREMINAL DIAGRAM DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.04S 1 EMS3 PROVIDE FOR EA; INSTALL, UNDERC ELECTRI CONDUI' MOUNTE TRANSF COORDI UTILITY EXACT L POLE M( TRANSF REQUIRE REFER T FOR ADC INFORM) NORTH 1 SITE LIGHTING AND POWER PLAN a Scale: 1"=20'-0" C ] C C C < LIGHT POLE - -<__� GROUND LUG W/ #4 AWG CU TO REBAR IN FOOTING t BASE PLATE AND ANCHOR BOLTS (BY MANUFACTURER) < CHAMFER EDGES ON BASE BASE COVER c 343 TIES WITHIN 5" ] v FROM TOP 545 VERTICAL REBAR q c GROUNDING CONNECTORS FINISH GRADE 4 AT7 •° \ ` NOTE: LIGHT POLE, BASE PLATE AND ° 4 ANCHOR BOLTS SHALL BE DESIGNED °' #4 COPPER AND PROVIDED BY THE LIGHT POLE GROUND WIRE MANUFACTURER. UPON REQUEST BY °. a' THE LOCAL BUILDING OFFICIAL, CALCULATIONS SHALL BE SUBMITTED a a Q CONDUIT & WIRING o BEARING THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS BEING CONSTRUCTED, #3 TIES @ 12" O.C. EMPLOYED BY THE LIGHT POLE MANUFACTURER. a m. A #15 FELT (2 LAYERS) �.. a M I 3" MINIMUM GROUND PLATE (COPPER) OR 24" DIA 10-TURNS OF #4 BARE COPPER WIRE PANCAKE (20' MINIMUM) 2 POLE FOUNDATION DETAIL Scale: NTS 1. FINAL SIGN CONNECTION AND UNDERGROUND CONDUIT IS LANDLORD RESPONSIBILITY. PROVIDE CONDUIT FROM THE ELECTRICAL PANEL TO LOCATION OF THE MONUMENT SIGN BASE. BURY CONDUIT UNDER PARKING AREA. THE CONDUIT IS TO BE 1" AND HAVE ONE SET TO 8/2 WIRE WITH GROUND AND A 20-AMP SINGLE POLE BREAKER AT THE PANEL. A TEMPORARY T TALL STAKE SHALL BE PROVIDED TO DESIGNATE THE MONUMENT SIGN LOCATION UNTIL THE SIGN IS PERMANENTLY INSTALLED. REMOVE POST AFTER SIGN IS INSTALLED. 2. SEE SHEET E2 FOR BUILDING MOUNTED LIGHTS INFORMATION. LIGHT FIXTURE DESCRIPTION TYPE DESCRIPTION WATT COUNT DOUBLE HEAD LED PARKING LOT FIXTURE, LEDS LIGHTING: (2) #LEDS-1210-S-150W FULL CUTOFF, WITH TYPE 4 OPTICS, DIMMABLE LED 300 2 HP-S2 DRIVER, SHIELDED, 120V. MOUNT ON 25' POLE, TECHLIGHT #RTP-25-BZ-DM2180 FOR DOUBLE TWIN MOUNTED LUMINARIE. PROVIDE A 2'-0" POLE BASE. LED WALL PACK FIXTURE: LEDS LIGHTING #LEDBG42W001 B-5000K-42W, TYPE 4 OPTICS, 5000K COOL WHITE 42 2 G TEMPERATURE, AND PASSIVE INFRARED MOTION SENSOR AND BRONZE FINISH. 120V. WALL MOUNTED LED FIXTURE: LEDS LIGHTING #AL120, 150W, FULL CUTOFF, WITH TYPE 4 OPTICS, 5000K COOL HB WHITE TEMPERATURE, DIMMABLE LED DRIVER, PASSIVE INFRARED MOTION 150 7 SENSOR AND DARK BRONZE FINISH. 120V. NOTE: MOTION SENSORS ON EXTERIOR FIXTURES TYPES 'HP-S', 'G' AND 'HB' SHALL REDUCE THE LIGHT LEVEL TO 50% AFTER NO MOTION IS DETECTED AFTER 15 MINUTES. WIND SPEED GOVERNING WIND SPEEDS - 137 MPH (ULT) CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 RI C K Q 07 No.83946 RJ STATE OF Q� LORel l(�Z�l-Zf THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/09/2021 OIi10/PILE]I MEI9I1MSION 01 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 1 77 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title ELECTRICAL SITE LIGHTING AND POWER PLAN DO NOT SCALE DRAWING Project No. Drawing No. JCDT.20.04S 1 ES1 11 __F I —I— I T ___ IT J -- _ - _ T T 9 4. 0.0 �0.10 04 0. 1 0 0 1 10 I 1� 1 10 I I0 1 1 IU I 10 I 10 0 0 0 1 1 1�0.0 I0 0 I 10 f 1 10 H t 1 1 1 10 n E� I O� o Me8 0.� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.(�, 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0. 0.0 �. + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + 4 0. o.o o.o o.o o.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 0. o. o.o .o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0. o.o 0.0 0 0 0.0 0.0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� .o o. o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 o. o.o .o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 o.o 0 0 0.0 .0 0.b 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.d 0.0 0.0 0.0 0.0 0.0 CR O .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 1 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 1 + + + + + + + + + + + + + + + (, + + + + + + + + + + + + + + + + + + + .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0�:1 0.1 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0A 0.0 0.0 0. 0. 0.0 G. .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 .1 0.1 .1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0. 0. 0.0 V) .0 0.1 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 .1 0.1 .1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.� 0. 0.0 + + + + + + + + + + t t t t + + + + t + + + + + + + + I + + + + + .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0 1 �.1 0.2 .2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.d 0.0 0.0 0.0 0. 0.0 + t t + t + + t + + + + + + t t + + + + t + + + + + + + + + t t .0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 .2 .2 0.2 .2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0. .0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 b .4 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.� 0.0 0.0 0.0 0.0 0.0. 0 .0 0. 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0. 0.4 0.4 0.5 .6 0.5 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 a I . 0 0. 1 0. 0 0. 0 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 2 0.3 0 _3 0 4 0. 5 0. 6 0. 7 . 9 0. 8 0. 40 , Q,2 Q, 40 Q 40 �, Q 0 0_._0 �, C40 0. 0 0. 0 0. 0 0. 0 0.0 + + + + + + + + + + + + - - - + + + . 0 0 . 0 . 0 0. 1 0 . 1 0 • 1 0 . 1 0 . 2 0 . 2 0 .2 0 . 3 0 . 4 f 0 . �3R �I� FIR Fir Fz � Fr . FEE TE �aE E ;�� 0.0 0.0 0.0 .0 0. 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.6 2.1 2.4 .4 1.2 0.3 0.1 0.1 0.0 0.0 0 0.0 0� 0. 0.0 0.0 0.0 0.0 0.0 �. L'3 � + + + PW + + + + + + + + t + t '0 + + + + + I + + + + + .o) .0 I�0.0 0. 0. .l O.i 0.1i 1� 1.3 .3 1.4 1.6 2.3 3.2 4.2 2.2 0.6 0.1 0.1 0.0 0.0 0.0 0.0 O.C) 0.C) 0.0 0.0 0.0 0.0 0.0 (�I1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O.o 0.0 0. 10. .1 0. 0.3 f0.5 08 1.4 �1.4 1.4 1.5 1.7 1.9� 2.4 2 1.9 1.8 2.0 3.0 4.7 6.9 .7 2. 0 00 .0 0.0 0.� 0. 0.0 0.0 0.0 0.0 0.0. k°ti� n + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.� 0.0 0. 0. .1 0. 0.5 1.2 1.4 2.6 2.7 2.7 2.8 1.7 .3 5.0 3.8 2.7 2.3 2.4 3.6 5.7 8.9 .8 6. 1.6 0.0 .0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0. { 41 0 O. i . 0 0. 0 0. i 0. . 1 0. 2 0 .7 7 5. 4 3. 8 3 .5 5. 5 2. lW . 7 . 9 6. 7 3. 9 2 .8 2. 7 3. 8 5. 9 9.2 �)?ZS. 1 2. 0 0 .2 0. 1 0. 1 . 0 0. 0 0. 0. 0. 0. 0 0. 0 0.0 0.0 0.0 �l a l31 l31 l�l la + + + + + + + + + + + + + + + + + + + + + + + + + 0. .0 0.0 0. 0. .0 0. 0.0 . 16.7 9.0 4.9 3.3 2.9 3.7 5.47.7 5.7 1.7 0.2 0.1 0.1 0.0 0.0 0. 0. 0.0 0.0 0.0 0.0 .0 �. G G HB +=i + + +b + 1 + + + + + t + t + + + + + + + +� +� + + + + 0.) .0 0. 0. 10. .0 0.1 0.01 16.9 10.3 5.6 3.7 3.1 3.3 3.2 1.1 0.2 0.1 0.1 0.0 0.0 0.0` 0.1 0.0 0.0 0.0 0.0 .0 0. + + + + + + + + + + + + + + + + + + + + + + + + + + + 0. 1.0 0. 0. 0. .0 0. i0.0I 17.7 10.9 5.9 3.9 3.1 2.9 1.9 0.5 0.2 0.1 0.1 0 0 0. 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 n' - + + + + + + + + + + + + + + + + + + + + + + I + + + + 0.� .0 0. 0. 0• .0 0. 0.0 19.6 11.2 6.1 3.9 2.9 2.6 1.3 0.5 0.2 0.1 0.1 0.0 0. 0.0 0 0. 0.0 0.0 0.0 0,0 0.0 I HB + + + + + II + + + + + + + + + + + + + + + + + + + + + + + 0.� .0 0. 0. 0. .0 0.0 0.0 M6.9 11.0 6.3 4.0 3.0 2.6 1.2 0.4 0.1 0.1 0.1 0.0 0. 0.0 0 G 0.� 0.0 0.0 0.0 0.0 0.0 �. 0. .0 0. 0. 0. .0 0. 0.0 18 4 11. 3 4.0 3.0 2.7 1.5 0.4 0.2 0.1 0.1 0. 0.0 0.0 O.C7 0. 0.0 0.0 0.0 0.0 0.0 (. =I 0 + +I + + 1 + I + 5 + + + + t t t t t t t + + + + + 1 + + + + 0.0 .0 0. 0. 0. .0 0.0 O.Oi HB 19 2 4.1 3.2 3.2 3.7 4.4 2.3 0.7 0.2 0.1 0.1 0. 0.0 0.0 O.G 0.0 0.0 0.0 0.0 0.0 0.0 =i � I I = + + + + + t + + t t t + + + + + + + + + + + + 0 .0 0. 0. 0. .0 0. 0.0 16 4.1 3.3 3.7 5.0 6.8 2.4 1.1 0.2 0.1 0.1 0. 0.0 0.0 0.� 0. 0.0 0.0 0.0 0.0 4 0 + + + + + + + + + + + + + + + + I + + + + 0.� .0 0. 0. i 0. .0 0. 0,18. .7 3.8 3.3 4.0 5.8 8.8 0 7 6.5 1.7 0.2 0.1 0.1 0. 0.0 0.0 O.OI 0. 0.0 .0 0.0 0.0 0.01. 1 4 + + + + + i HB+ + + + + + + + + + + + + + + + + + I + + + + + 0.� .0 0. 0. O.Oi 15. .0 3.5 3.0 3.9 6.0 9.2 k 3S72.3 2.1 0.2 0.1 0.1 0. 0.0 0.0 0.0� 0.0 0.0 0. 0.0 0.0 0.0c-De g. a J 4 0. 0 0.p 0. 0. .0 0. 0.0 6.4 4 3.1 2.9 3.7 5.4 �7.9 6.1 1.8 2 0 1 0.1 0 0.0 0.0 0.� 0. 0.0 0.0 0.0 0.0 0.0 6.; 0. 0.0 0. 0. 0. .0 0.0 0.0 �+5a 2.8 2.5 3.0 4.0 5.1 3.3 1.1 0.2 0.1 0.1 0.0 0.0 0.0 O.a 0.0 0.0 0.0 0. 0.0 0.0 �i 4 I o I I + + + + + + + + + + + + + + + + + + + 0 0.0 0.b 0. 0. .0LJ0.0 6. 5. 3.5 2.6 2.2 2.3 1.9 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0. 0. 0.0 0.0 0. 0.0 0.0 Q. + _ + I + + + + v+ + + + + + + + + +�-9 +-8 + + + + 0. 0.0 0 . 0. 0 . .0 0.0 0.0 i "'l 2 . 8 7 . 2 3. 7 2 .3 1 . 8 1. 9 . � : 5 � ^moo .� -0 . -- . 0. OI 0.0 0. 0 0. 0 0. 0 0 . 0 0.0 _ + + + + II + + + + + + + + + + + + + + 1 + + + + + 0 . i1) 0 . 0 . 0 . 0 . . 4 0 . 0 0. 0 - - - - •-5 . 8- 9 -4 ; 5 404 n . n • n tip^__ �T. II-�^ 0 0. 0 0 . 0 0 . 0 0 . 0 0. 0 ( . HR SS SS SS - o 0 . = t0 . 0 . 2 t0 . 4 0 . 8 1 6 +3 . + + + . + . + . + . 9 . + + . 8 9. 6 + + + 7 1.2 1. 0 0 . 0 . 6 0 + + 0 . 1 0 .� -0 . 9 0 . 9 0 . 9�-. 0.0 0 . 0 /0. 0 0 . 0 0 . 0 ( . o j o + + t + + t + t + + + + + + + +" + + + t t t t + + + + t� 0.1 .1 0.2 0.4 0.7 1.3 2. 4. 5.3 4.9 3.4 2.4 2.3 3.1 0.0 0.0 0.0 .0 0.0 0.0 .0 .i + + + t t t t + t + t t + t + + + + t + + + + + + t + + + + t .1 0.1 0.2 0.41 0.6 0.9 1.4 �9 2-3: 43.7 3.1 2.2 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. + + + + - -+ -� - -+ - -- - } ---� -+ ----+ - - + -+ -�-- -4:_ + - 0.1 0.1 0.2 0.3 0.4 0.6 0.8 .4 1.1 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0., + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 .7 0.7 0.7 0.7 0.7 1.0 1.0 1 0 0 9 0 7 0.6 0.5 0 4 0 �_0 2 0 1 0 1 0 0 1 0 0--0 0 0.0 9-®-0. i _ - + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + . 1 0. 1 0. 1 0.2 0.2 0. 2 0 3 -o . -0 : 4 -J : 4 0 : 4 - . 5-v- : 6 0 : 6 0-5 -0 44 -0 . � 0�-0-2 -0 2 1 -0 . 1 -oT0 . 1 -0 . : 0 -0 : 0 -0 : 0- 0 ; 0 -0 : 6--U 0- 0.0 0.0 0.0 0.0 0 . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.1 .1 0.1 0.1 0.1 0 2 0.2 0. 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 NORTH PROPERTY LINE uminalre c e u e Symbol Qty Label Arrangement Total Lamp Lumens 1 SITE LIGHTING PHOTOMETRIC PLAN 7 HB SINGLE 19188 Scale: 1/20" = 1'-0" 4 2 G SINGLE 4740 C 2 H P-S2 TWIN 13632 Ii `1 i1=i 0. 0. 0. 0. 0. 0. 0. 0. �0.1 0.01 0. 0.01 0. 0.01 0. + 0. 0. M►1m 0.( 0.d Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 0.49 19.6 0.0 N.A. N.A. Parking Lot Illuminance Fc 4.90 19.6 0.5 9.80 39.20 Luminaire Location Summary LumNo Label Z 1 HB 16.5 2 HB 16.5 3 HB 16.5 4 HB 16.5 5 HB 16.5 6 HB 16.5 7 HB 16.5 8 G 12 9 G 12 10 HP-S2 27 11 H P-S2 27 Description LEDS-AL120 - Wall Mt, 150w, Type 4, 5K LEDBG42WO01 B-5000K - Wall Pack, 42W, Full Cutoff, 5K LEDS-1210-S - Double Pole Mt 150w, Type 4, 5K, Shielded CONSULTANT: SEAL: SEAN PATRICK PIC-KELL, PE 83946 ""a"tiniijrr \v��N"IpUCK P//I/// \GENB c r v3 : No. 83946 - STATE OF A L -Zf THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION PURPOSES UNTIL THE SEAL AND SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR TO THE AUTHORITY HAVING JURISDICTION. DATE ISSUED FOR REV 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/09/2021 OAYNE1REIRE19KNSION 01 1 1 /08/2021 REVISED ELEVATIONS 1 1 /29/2021 PERMIT SUBMITTAL Project Manager Drawn L. LONG N. NGUYEN Project Leader Checked L. LONG M. GOOD Date Dept Mgr Approval 02/23/2021 M. GOOD Client PALMETTO ZEPHYRHILLS - GALL BLVD., LLC P.O. Box 1615, Thomasville, GA 31799 Office: (229) 226-1 177 Contact: Daniel Tubb Project DOLLAR GENERAL Corner of Gall Boulevard and C Avenue, Zephyrhills, FL 33542 (City of Zephyrhills) Store #: 23227 Drawing Title ELECTRICAL BITE LIGHTING PHOTOMETRICS PLAN DO NOT SCALE DRAWING Project No. Drawing No. .JCDT.20.0451 E82 111F T-I _F__, _ Florida Business License: AA26001620 42W LED Full Cut-off Structure Features • Shell materials: Aluminum & Glass Structure Features • Finish: Dark BronzelWhite ' • Shell materials: Aluminum & PC. • Net Weight: 2.9Kg (6.4 Ibs) T P E ' H P- 2' H B' • Finish: Dark Bronze/White �� r Q • Net Weight: 2.9Kg (6.4 Ibs) " • Product Size: 631.5mm *295mm*88mm NORR Front View • Carton Size: 390mm*267mm*185mm $lip 1 0 0 TYPE' G o ®�®�®®®°�; ® CONSULTANT: 10.1 X 6.3 X 5.5 ®®o® ®o® 0 ®®® ® o 0 Full Cut-off Series ®®e®ED210% 0 0 ' i➢1 ' II j''' i!'j slid I II I I VI � � IIII�I�I�I i Back View WP425Q WP Fc.4xo My 42 ; 4Oa 5000 >So WP1114 WP-FC-7050-MV 70 7200 $000 >80 120-277 631.5mm (24.86") 88mm (3.46") Structure Features Back View 70W LED Full Cut-off • Shell materials: Aluminum & PC. • Finish: Dark :3.OKg(6.61llte Area Light Series (Parking Lot) • Net weight: 3.OKg (6.61 Ibs) There are 5 optional brackets for this fixture. The following is shoebox fixtures with different brackets. Front view AL1210 `4.1505i1 150 Sti O 0 8(1 -2# , ) " �' SEAL: SEAN PATRICK PIC-KELL, PE 83946 IV " AL1112 AL-24050-MV 240 28000 6000 >80 120-277 TYPE A I I 150 240W MOUNTING BRACKETS: / ��11111111�� e e t c- •a �� \r�GE.NBF 1 ! ' Glare Shleld TYPE B , ,: AL150SH Stfp{tEet.{ {k16$�4tTiQr'' r Dimension �) I Square Pole Mount(8) AL6661 � AL-SP-002 _ N 0.83946 Front view 16 x 11 x 9 Simple 4 screw - '• * _ STATE OF attachment Wail Pack Light Series: Features: TYPE c ®o o?�'L The LEDS Wall Packs are perfect for new Lumileds LEDs: High efficacy, long life. Area Light Series: features: p g Y g construction, retrofit and lighting upgrade High efficiency driver: 120V - 277V The LEDS Area Lights are perfect for new Lumileds LEDs: High efficacy, long life solutions. High output and top of the line • Diecast aluminum construction for superior construction; retrofit and.ltghting upgrade High efficiency driver: 120V 277V t� Availabi •n multiple wat a r m solutions. High output and top of the" line i Die-cast aluminum construction for superior specifications.e iwattage and thermal management. lumen output configurations to meet any lighting • Premium optics for even light distribution, specifications. Available in multiple wattage and thermal management. THIS DRAWING SHALL NOT BE USED FOR application. utilization and control. lumen output configurations t0 meet any lighting • Premium optics for even light distribution, CONSTRUCTION PURPOSES UNTIL THE SEAL AND 5-Year warranty application. Type 4 & 5`8vailable. Utilizatlorl and control, SIGNATURE OF THE RESPONSIBLE REGISTRANT APPEARS ON THE DRAWING, AND PROPER PERMIT - • SYear'warranty FORMS AND RELATED FEES ARE TRANSMITTED BY THE OWNER, OWNER'S AGENT OR CONTRACTOR 03 IL-EDS TO THE AUTHORITY HAVING JURISDICTION. win" LISTEDC@us FCc C E A @us FCc (E A E354939 LISTED �. DATE ISSUED FOR REV E354939 03/29/2021 PEMB COORDINATION 05/20/2021 CIVIL SUBMISSION 05/20/2021 DUKE COORDINATION EPA RATING OF 1.0 PER MANUFACTURER. 06/07/2021 PEMB COORDINATION 02 08/09/2021 CIVIL RESUBMISSION 1 08/25/2021 OWNER REVIEW Catalog Number POLE TYPE 'RTP' 11 /08/2021 REVISED ELEVATIONS Project Type 1 1 /29/2021 PERMIT SUBMITTAL TE CHLIGHT FEATURES & SPECIFICATIONS 25' Steel Round Tapered 11 Gauge Pole POLE -The pole shaft is fabricated from hot rolled carbon steel having a minimum yield of 55,000 PSI and conforms to ASTM A500 grade C requirements. The shaft construc- RTP SERIES tion is a single piece of formed steel welded longitudinally. The hand hole is located 1' above the pole base. Aground lug is provided standard. ANCHOR BASE - The anchor base is fabricated from a structural quality hot rolled carbon steel plate that has a minimum yield strength of 36,000 PSI. The anchor base telescopes the pole shaft and has a circumferential weld on the top and bottom. BASE COVER - A full base cover is provided which encapsulates the base plate and Mounting Options anchor bolts to provide a clean transition from pier to pole. FINISH -A Super Durable Polyester powder coat finish is electrostatically applied in our state of the art paint facility. Standard colors available: Black, Bronze, US Green, White. DM1 DM290 DM2180 Custom colors available upon request. Galvanizing and T-Guard treatments available upon request. Additional warranty extensions available with these treatments. =0 * LL Project Manager Drawn Technical Data T312 N. NGUYEN DM390 T238 L. LONG Nominal Pole Height 25'.0" DM490 T278 Project Leader Checked Shaft Dimensions Base OD 7.0" Bolt Circle L. LONG M. GOOD Top OD 3.5" (Always measured on the diagonal) 10.0" Side C Wall Gauge 11 Gauge Date Dept Mgr Approval Bolt Circle 10.0" 02/23/2021 M. GOOD Side B Side D Bolt Size 1" x 36" x 4" 11.01 Client Base Plate Dimensions 11.0" sq. x 1.0" thk. 0 PALMETTO ZEPHYRHILLS -GALL BLVD., LLC Est. Shipping Weight 269 lbs / Side A Max EPA (1.3 Gust) 11.0" Drilling Locations 90 mph 22.0 Sides A B C D P.O. Box 161 5, Hand Hole Thomasville, GA 31 799 100mph 16.9 Location Hand Hole x Office: (229) 226 1177 110 mph 13.2 DM1 X i 120 mph 10.3 DM290 X X Contact: Daniel Tubb 130 mph 8.1 12.0" DM2180 X X 140 mph 6.4 DM390 X x X Project 150mph 5.0 DM490 x x x x DOLLAR GENERAL 160 mph 3.8 Corner of Gall Boulevard and C ORDERING INFORMATION Example: RTP 25 BZ T238 Avenue, Choosetheboldfaceoptionsfortheappropriatepoleconfigurationforyourapplicationandenteronthelineabove KAB1361OR Zephyrhills, FL 33542 eachpoleattdbute.Accessoriesmaybefactoryinstalled, dependingontheparticularaccessorychosen, butmust still be ordered as a separate line item. (City Of Zephyrhills) RTP Store #: 23227 Po Series le Height Color Founting Drill Pattern Drawing Title RTP 25 25' Nominal BIC Black DM1 Drill One Side Blank None - for Tenon BZ Bronze DM290 Drill 2 Sides at 90' Mounting WH White DM2180 Drill 2 Sides at 180° S SSA Drill Mount GR US Green DM390 Drill 3 Sides at 90' Pattern GLV Galvanized DM490 Drill 4 Sides at 90° V VSA Drill Mount GLVPt Galvanized and Painted T238 2.318"ODTenon (Standard) Pattern TGI T-GuardinternalCoating T278 2-718" OD Tenon SP Special T312 3-112" OD Tenon ND No Drilling SITE LIGHTING NOTE: ANCHOR BOLT KITS MUST BE ORDERED AS A SEPARATE LINE ITEM. EACH KIT IS PROVIDED WITH A RIGID TEMPLATE FOR INSTALLATION. SEE FIXTURE CUT SHEETS ACCESSORIES FOR KIT PART NUMBERS. PLEASE NOTE ON PURCHASE ORDER IF ANCHOR BOLTS AND TEMPLATES ARE TO BE PRE -SHIPPED. Accessories (Order as separate line items) NOTES 1 Mustspecify paint color in addition to these coating options (Example: GLVPBZ; KA131361 OR AB Kit (4)1" x 36" Bolts and Rigid Template TLGFIA Ground Fault Receptacle TGBZ; GLVPTGBZ), KAB136G10R AB Kit (4) Vx 36" Galvanized Bolts and Rigid PHH2 Additional Hand Hole 2 Pleasenotelocationforadditionalhandholewhenordering.SeeDrillingLocations DO NOT SCALE DRAWING Template diagram for location designations. Techlight www.techIightusa.corn 2707 Satsuma Drive, Dallas, TX 75229 Project No. Drawing No. PH: 214.350.0591 FX: 214.350.9137 -All dimensions and specifications are subject to change wMout notice," REV: 20180818 -03 J C DT. 2 0 . 04 51 ES3 `01 II'u ll 1 - -__ -_ _ I �� I I I T __ I I I �_ I �- I� L L i i I' V I.. � i. �. ,:y ..� li.,; I,: i, �., I�tlb. L.d .,.I.LI �. ;N 1 1, 0 4 r a 0 U1-9 +60"C�3 a ffm 1/4" = 1'-0" 'UA' O 2 UA' Lim H U1 U1-' "'A e FAI O U2! 15 (NEMA 6-50R) U2-8,10 U2-3 V r� U2-9 U2-9 U2-16 U2-9 O 'UA' O 'UA' EF 'UA' U2-3 GARBAGE DISPOSAL U2-21 U2-5 U2-5 GF1 U 12 �QU2-7 ' c�t/t15a U2-9� tft/use A�U2-9 H 30/2 f 'UA' O U2 -2 O ��� 'UK' .. O 'UK' O 'UA' U2-17,19 AHU-1 U2-4,6 3,Q f 2/NI U2-18,20,. U2-5 L U2 '11I� AON w2m t 0 1/4" = 1'-0" FLUSH MOUNTED PANEL ^e SERVICE: 1201 240 V, 1o, 3Nd MAIN: MODEL: SUBFEED LUGS: AIC: 100A HOMELINE OR EQUAL NO 22,000 CKT NUM DESCRIPTION CODE BREAKER A F P BREAKER CODE DESCRIPTION CKT NUM A P 1 BEDROOMIBR (LTG) #1 LTG 20 1 20 1 REC CLOTHES WASHER (NEMA 5-20R) 2 3 REFRIGERATOR REC 20 1 30 2 EQ ELECTRIC DRYER (NEMA 6-30R) 4 5 LIVING ROOM RECPTACLES REC 20 1 EQ - ELECTRIC DRYER (NEMA 6 30R) 6 7 BEDROOM/BR RECEPTACLES REC 20 1 50 2 EQ ELECTRIC RANGE 8 9 SPARE 20 1 EQ ELECTRIC RANGE 10 11 SPACE SPACE 12 13 ELECTRIC WATER HEATER - - ---- EQ 30 2 SPACE 14 ----------- --------------- ---------------- - 15 ELECTRIC WATER. HEATER - EQ - -------- -- --- - - - —... - - SPACE 16 GARGAGE DISPOSA L AL MTR 20 1 15 2 AC NC - CU 11AHU 1 1$ 10 SPACE AC NC CU-1IAHU-1 20 NOTE: ALL 120-VOLT SINGLE-PHASE. 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN , OU E CESINS A DWELLING UNIT KITCHENS, S FAMILY ROOMS, DINING ROOMS, LIVING ROOMS,. SUNROOMS. PARLORS LIBRARIES. DENS BEDROOMS RECREATION ROOMS CLOSETS HALLWAYS LAUNDRY AREAS OR SIMILAR ROAMS OR AREAS SHALL BE PROTECTED BY AFCI TYPE CIRCUIT BREAKERS. DEMAND LOAD SF VAISF TOTAL VA FACTOR Lighting 250 3 100% 750 LOAD CITY VA DEMAND TOTAL VA FACTOR Small Appliance 1 1500 100% 1500 Laundry Circuit 1 1600 100% 1500 - - ---- Dishwasher ---------------- 0 ---- 1060 -. ........... 100% _..--.-- - 0 Disposal 1 900 100% 900 - Water Heater 1 .. .. ---' 4500 - ------- - 100% ------- 4500 Clothes Dryer 1 5000 100% 5000 Range 1 8000 1 100% 8000 Microwave 1 975 100% 975 Heat Strip A 1 3000 100% 3000 Fan A 1 186 100°!0 186 ....... ---------- Compressor A ------- . --- _._ 0 _...__... -- 1920 -------- 100% ................ 0 --------- ------------ - Undiversified Load ----------- -- for Service to Multiple ---------------------- 26311 220.82(B) Diversified Load 18436 AMPERAGE, CALCULATED 77 AMPERAGE, DESIGN 100 i i, ®® i s �� i • 1 : i NONE.• "11 Laundry!: y / 3000 1500 Dishwasher •/���, i fisposal E., Water Heater iiiiiiiiml 1/ Dryer �Range •Heat Strip Undiversified Load for Servii e to Multiple' w ) Diversified Load', AMPERAGE, CALCULATED; AMPERAGE 11 .......... .... ................... FLUSH MOUNTED MAIN 'ODA ■ P MODEL: HOMELIKE OR EQUAL SUBFEED LUGS: NO SERVICE: 120/ 240 V. 103 3VV AIC 22.000 CKT BREAKER BREAKER NUM DESCRIPTION CODE A P A P CODE DESCRIPTION 1 BEDROOMIBR (LTG) #1 LTG 20 1 20 1 1 REC CLOTHES thASHER (NEMA 5-20R) 3 KITCHENALIVING (LTG) LTG 20 1 30 2 EQ ELECTRIC DRYER (NEMA 6-30R) 5 ------------------------ DISHWASHER ---------- REC ---------------- 20 --------------- 1 - - . �_..------- - - ------- - - -- - - EQ ELECTRIC DRYER. (NEMA 6-30R) 7 SPACE 50 2 EQ ELECTRICI;A:IJGE 9 _ KITCHEN RECEPTACLES REC 20 1 EQ ELECTR C FWf IGE 11 LIVING ROOM RECPTACLES REC 20 1 SPACE 13 ---------------------------------------- BA.TI-FOO I RECPTACLES (0) --------------------- REC -- 20 1 ----------- --- -- ---- ----------------- ---------- ------------------- ---- ----- SPACE 15 BEDROOM RECEPTACLES (#1) REC � I 2C 1 2O 1 RFC �,E_, REFRIGERATOR 17 ELECTRIC WATER HEATER EQ 30 2 25 1 2 H NIC AHU-1 19 ELECT RIC WATER HEATER EQ H P iL A,HU 1 21 GARGAGE DISPOSAL iv1TR 20 1 30 1 2 �U-1 AC NC 'n 23 SPACE I AC NC CU-1 NOTE: ALL 120-VOLT; SINGLE-PHASE, 1.,F - AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS. , DINING ROOMS, LrvING ROOMS, PARLORS, LIBRARIES; DENS: BEDROOMS, SUf"JR0O:5FlI^ RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR J V SINI ILAR. ROOMS OR AREAS SHALL BE : PROTECTED B : AFCI TYP CIRCUIT BREAKERS. T 1-'1 LOAD SF VA/SF DEMAND FACTOR TOTAL VA Lighting 641 3 100% 1923 LOAD QTY VA DEMAND FACTOR TOTAL VA Small Appliance 2 1500 100% 3000 Laundry Circuit - _.._.__._.._.._............— Dishwasher 1 --- 1 1500 ......_..............................._.....--.-.----------------- 1050 100% 100% 1500 1060 Disposal ---'----- ------... .. Water Heater 1 - ----- --- 1 900 -..................._.....—.....------------- 4500 100% 100% 900 ... --------------------- 4500 Clothes Dryer 1 5000 100% 5000 Range 1 8000 100% 8000 Microwave 1 975 100% 975 Heat Strip A 1 3000 100% 3000 Fan A 1 -- ----- Compressor A 0 --- -- -- --------- Undiversified Load 186 ___ ........._100% - 1920 100% - ---- ----- for Service to Multiple 186 - -------- 0 ----------------- 30044 220.82(B) Diversified Load 19929 AMPERAGE, CALCULATED 83 AMPERAGE, DESIGN 100 UNIT 1-2A �®® i t f e i �'. Dishwasher l • Rom�, 1 # l i AWater �1��� go • 1 e • ` 111 11`, t11 Undiversified Load for Service to Multip1l R 220.82(B) Diversified AMPERAGE, CALCULATED� AMPERAGE,DESIGN .Il�l���lldil ALL WORK SHALL COMPLY WITH PREVAILIN CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 01 riA e 1,. a •1 j Z 2 BR ADA UNIT_ I/CITY L LESS E 1 2 SCALE; 1/4" = 1'-0" Rli I FLUSH MOUNTED MAIN: 1OOA PANEL: 2 UNIT MODEL: HOMELINEOREQUAL SUBFEED LUGS: NO SERVI'C'E: 1201 240 V, 10, 3VV AIC: 22,000 CKT CKT BREAKER BREAKER NUMI NUM DESCRIPTION CODE A P A P CODE DESCRIPTION N 2 1 BEDROOM:BR. (LTG) #1 LTG 20 1 20 1 REC CLOT HES'WASHER (NEMA 5-20R) 3 KITCHENlL VINO (LTG) LTG 20 1 30 2 EQ ELECTRIC DRYER. (NEMA 6-30R) 4 2 - 5 BEDDROM/BR (LTG) #2 LTG 20 1 EQ ELECTRIC DRYER (NEMA 6-30R) 6 1 DISHWASHER REC 20 1 50 2 EQ ELECTRIC RANGE 8 9 KITCHEN RECEPTACLES REC 20 1 EQ ELECTRIC RANt F 10 11 LIVING ROOM RECP-IACLES RFC 20 1 20 1 REC BATHROOM RECPTACLES (#2) -12--- BATHROOM RECPTACLES #1 13 ( ) REC 20 1 1 20 1 REC BEDROOM RECPTACLES I`#2 ) 14 1 15 BEDROOM. RECEPTACLES (41) REC 20 1 20 1 REC REFRIGERATOR 1 r, ---- - ------ - --- -- ------ 17 ELECTRIC WATER HEATER EQ 30 2 25 2 H NC - AHU-1 18 19 ELECTRIC WATER HEATER. EQ H NC AHU-1 20 21 GARGAGE DISPOSAL M TR 20 1 35 2 AC NO CU-1 _-_-_..............-..........-.....__-..........-....-...........:.....-------------------------------- ----. __.-.--- ---- -.----------...:. ....... SPACE AC NO CU-1 SPACE SPACE ALL 120-VOLT, SINGLE-PtA,SE, 1,,-AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN . 1 LING UNIT KITCHENS; FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS; LIBRARIES; DENS, BEDROOMS, SUNROOMS, JfION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS O,A.EAS SHALL BE PFU I ECTED- BYAFCI I YPE 17' BREAKERS. CKT FLUSH MOUNTED MAIN: 99A PANEL: MODEL: SUBFEED LUGS: HOM ELINE OR EQUAL NO SERVICE: 1201 240 V, 10, 3VV AIC. 22,000 CKT BREAKER BREAKER CKT UPs1 fVl1M DESCRIPTION CODE A j P A P GOOF DESCRIPTION NUM2 1 BEDROOMIBR (LTG) #1 LTG 20 1 20 1 REC CLOTHES WASHER (NEMA 5-20R) 2 4 3 KITCHENiLIVING(LTG) LTG 20 1 30 2 EQ ELECTRIC DRYER (NEMA 6-30R) 4 5 BEDDROM(BR (LTG) #2 LTG 20 1 EQ ELECTRIC DRYER (NEMA 6-30R) 6 8 7 DISHWASHER REC 20 1 50 2 EQ ELECTRIC RANGE 8 10 9 KITCHEN RECEPTACLES REC 20 1 FQ ELECTRIC RANG= - 10 12 11 LIVING ROOM RECPTACLES REC 20 1 20 1 REC BATHROOM RECPTACLES (#2) 12 14 13 1A7( ROOM RECPTACLES (#1) REC 20 1 20 1 REC BEDROOM RECPTACLES (92) 14 16 15 BEDROOM RECEPTACLES(#!) REC 20 1 20 1 REC REFRIGERATOR 16 ------- 18 ----------- ---------------------------------------- 17 ELECTRIC WATER HEATER EQ 30 2 25 2 H NO AHU-1 18 20 19 ELECTRIC'NATER HEATER EQ H NC AHU-1 20 22 21 GARGAGE DISPOSAL MTR 20 1 35 2 AC NO CU-1 22 24 - ----- .--- _-------------------------------- ------- ---_---- 23 SPACE ------- --- ------- ------- ------------------ -.-------- AC NO -- CU-1 24 26 25 SPACE ISPACE 26 NOTE: ALL 120-VOLT. SINGLE-P>-IASE. 15- AND 20-ANI PEA<.E BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLINGUNIT k ffCHE NS FAMILY ROOMS DINING ROOMS LIVING ROOMS PARLORS. LIBRARIES DENS BEDROOMS SJNROOMS , c - REC,REAI TON RC1C'M S, CLC.SE=1 S, HALLWAYS. LAUNDRY AREAS, OR SIMILAR ROOMS Of, AREAS ,.,HALL BE WF"U I ECT LED b f . ,FVI I't f'E CIRCUIT BREAKERS. ---------------------- ., •., MANUFACTURER CATALOG NUMBER a 6" DOWNLIGHT ®■ : !ME LIGHT I� n 20 s G ::', 0' 1# - "♦ tlei / r a• # R• i l ���� ♦. ��'. VLKAL IN U I K6 "E" SUFFIX ON A FIXTURE TAG REQUIRES AN EMERGENCY BATTERY 1 ALL FIXTURE MOUNT1NG CONDITIONS AND HEIGHTS TO BE FIELD COORDINATED BY CONTRACTOR AND ARCHITECT. ALL ACCESSORIES SHALL BE PROVIDED FOR COMPLETE 1 2 ALL FIXTURE FINAL SEL CTION BY OVVNERIARCHITECT. CONTROL AND LOAD TO BE VERIFIED BY ENGINEER. BUILDINGr ' i Table 220.84 Optional - - Calculations Dwelling Total .- ._. Demand .. ._♦ Factor 1 M11, ■ � . �w . i � , . �m� s Residential NEC Demand: Residential Service; House Demand , GENERAL UNIT NOTES 1. SIGNALING FOR THE HEARING IMPAIRED ROOMS DESIGNATED FOR THE HEARING-IMPAIRED AI1 MUST BE OUTFITTED WITH t SMOKE ALARM THAT1, 177CD NOTIFICATION APPLIANCE. THE MINIMUM SOUND PRESSURE LEVEL FOR PUBLIC MODE OPERATION IS 15 DBA ABOVE THE AVERAGE SOUND PRESSURE LEVEL, OR 5 DBA ABOVE THE MAXIMUM PRESSURE LEVEL LASTING A MINUTE ORLONGER,• SOUNDTHROUGHOUT THPROTECTED CLOSETSPACE. FUTURE ADAPTABILITY SHALL BE PROVIDED. THE CONTRACTOR SHALL PROVIDE A SEPARATE CONDUIT EMPTY CONDUIT WITH PULL -STRING TO EACH 2. ALL EXHAUST FANS SHALL BE WIRED TO LOCAL LIGHT SWITCH UNLESS OTHERWISE NOTED (U.O.N.). COORDINATE ALL REQUIREME MECHANICAL Ir RECEPTACLES3. ALL BE TAMPER COMPLIANCE s 'Ir ■ ■ SHALL4. SMOKE ALARMS , 1 1 .1, OSHALL 1 PROTECTED AND i : MANUFACTURERINTERCONNECTED PER SPECIFICATIONS. 5. ALL GANG OUTLETS AND SWITCHES SHALL BE MOUNTED UNDER COMMON COVER• t 6. ALL RACEWAYS SHALL BE CONCEALED-_!,. BOXES SHALL BE 7. REFER TO MECHANICAL SHEETS M101, AND M104 FOR ALL OUTDOOR PECIWAITIL 1111117SLOCATIONS. Furr, Wegman Banks Architects, P.A. AR0006480 625 EAST ORANGE ST, LAKELAND, FL 33801 E-MAIL: INFO@FWBARCHiTECTS.COM W W W.FW BARCHITECTS.COM PH. 863.688.1211 21 COPYIG-riT M21 FURR, WEGMAN S !RANKS ARCHITECTS. PA TFIE DESIGN AND CONCEPTS DENCTED'HERCmTFI, kRF7HE SOLE rROPERT.Y OF FUF,?, VVECt,AAN & BANKS ARCHITECTS, PA. NO REPRODUCI",ON. REVISION OR REUSE OF'HIS DRAWING IS I,UHORIiED 4^;'.'HOUf SFEC'.F:C WRIiT[N ?ERM:I`SIC?N. AL -- ED.. A%JA■ VEa; A', w i aaa f � ga $ ix sam a ^f a LUIS VAI JR, P.E. FL. Lic. 5213 Exp 02-28-2023 o wm �3aN�e W� CLS $ 5 Oma F n U) I— J W C,) �- (D 0 Z 077 L sw w h "..� �— Z " O LfD M C) C) - � Z -j ® -M Lil 2EDf ....1 rn i Q 0 N d PROD MGR-. CKD BY: LV R JOB NUMBER: 2-19 SHEET NUMBER: Z:\Furr Wegman & Banks Architects',211036 - Healthier Stay Pasco Dorrnitory�,Design',291036_ E300.dwg, May 20, 2022 2:49 PM, JEREMIAH OVERMAN, FAI LUMINAIRE SCHEDULE TAG DESCRIPTION MANUFACTURER CATALOG NUMBER VOLTS LAMP TYPE FIXTURE VA LUMENS MOUNT LOCATION INOTES, TAG B 14" GLOBE PENDANT TECH LIGHTING 70OTDHNE13B-LED930 120 1 NCAN 280 NIA Suspended ENTRYLOBBY 1,2 B EM EMERGENCY LIGHT LITHONIA El MVOLT LED 1 220 Surface THROUGHOUT 1,2 EM El EMERGENCY LIGHT LITHONIA I Will GY MR MVOLT LED 1 220 Surface EXTERI OR ELECT 1 1,2 Ell S1 SCONCE BROWNLEE 7177-34-BL-HO8-40K IVIVOLTJ LED 20 1 1800 Wall ENTRY SCONCE 1,2 S1 ENTRY LOBBY 1,2 WIP + SlE SCONCE BROWNLEE 7177-34-BL-HO8-40K (W/ REMOTE BATTERY) MVOLT LED 20 1800 Wall ENTRY (EM) 1,2 SIE SL SIGN LIGHT B-K LIGHTING Si D- LED- eXX- MFL-A9-XXX- 12- 11 -A- PC-TRe20 MVOLT LED 7 1984 Wall SIGN LIGHTING 112 SL x EXIT SIGN LITHONIA I EXRG MVOLT ID�43 1100 Surface Throughout "Ill SUFFIX ON A FIXTURE TAG REQUIRES AN EMERGENCY BATTERY 1 ALL FIXTURE MOUNTING CONDITIONS AND HEIGHTS TO BE FIELD COORDINATED BY CONTRACTOR AND ARCHITECT. ALL ACCESSORIES SHALL BE PROVIDED FOR COMPLETE INSTALLATION. 2 ALL FIXTURE FINAL SELECTION BY OWNER/ARCHITECT. CONTROL AND LOAD TO BE VERIFIED BY ENGINEER. PANELAP1IC: __ DESCRIPTION 'SITE LIGHTING miff, AMPS: 225A 10 MOUNT: SURFACE 22,000 DESCRIPTION M a, !:SITE LIGHTING CORRIDOR REC. EXTERIOR LIGHTING EWI ICORRIDOR REC, RIOR LIGHTING mm WGROUND FLOOR HALLWAY LIGHTI SNACK AREA (MICROWAVE #11) iSECOND FLOOR HALLWAY LIGHITNG SNACK AREA (MICROWAVE #2) ',THIRD FLOOR HALLWAY L�G_HTING SNACK AREA (VENDING MACHINi '!LOUNGE LIGHTING SNACK AREA (VENDING MACHII EAST STAIRWELL LIGHTING SNACK AREA ABOVE COUNTER REC. FLEX ROOM RECEPT. ,WAST STAIRWELL LIGHTING FLEXJACTIVITY/BOOTH LIGHTING 01 EMENEEN SIGNIAGE LIGHT ME 110 CORRIDOR REC. ACCESS CONTROLS EQ PD CONNECTED DEMAND DEMAND MIN NEC MIN NEC LOAD(k}6A) FACTOR LOAD(KVA) LOAD(KVA\ LOAD (AMPS) LIGHTING (LTG) 6.4 1.25 6.4 7.9 ° PER NEC 215�3 RE0EPTACLEG(REC) 8.4 ° 9.4 9.4 ° PER NEC 220.44 AS(NON C[XNC|INC) 14.7 to 0.0 DD ° PER NEC 228.8O HEAT (NON CO|NC|[U(HNC\ 297 to 297 29,7 ° PER NEC 220.0O HV8C(C0!NC|0(HVACC) 0.0 1.0 0.0 08 EQUIPMENT (E{) 1,2 1'O 12 1.3 MOTORG(NRR) UD 1.0 OO O�O LARGEST MOTOR 0.0 1.25 0.0 8,0 ° PER NEC 43O.24 MISCELLANEOUS /u|xL 61.3 40,6 482 133.8 AMPS LIGHTING DENSITY INTERIOR BUILDING AREA METHOD FIXTURE EA QTY TAG TOTAL C WATTS 1FT) !COMMON AREA 1248 280 UNITS 790 Allowed 1.97 PASS 1EXTERIOR BUILDING AREA BUILDING i i FIXTURE FBC- AREA TOTAL Allowed 2187,00-jr-- PASS PARKING AND DRIVES FIXTURE FBC- AREA 122 WALl THAN 10'WI DE 1 FIXTURE AREA 44 GENERALN 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH ELECTRIC AND TELECOM UTILITIES REQUIREMENTS PRIOR TO BID AND/OR CONSTRUCTION. 2. GROUP ALL CONDUITS IN BUILDING AS CLOSE TOGETHER AS CODE PERMITS AND RUN PARALLEL TO PROVIDE A CLEAN LOOK. 3. CONTRACTOR SHALL PROVIDE ALL UNDERGROUND CONDUITS AS REQUIRED. COORDINATE ALL REQUIREMENTS WITH SERVING UTILITY COMPANY REQUIREMENTS PRIOR TO BID AND/OR 4. METER CENTER MAIN TERMINAL CABINET AND MAIN CIRCUIT BREAKER AS SHOWN. PROVIDE COMMERCIAL RATED 3 PHASE IN/ 1 PHASE OUT, 100A METER SOCKETS WITH COVER PLATES FOR ALL METER LOCATIONS SERVING TENANT SPACES UNTIL TIME SERVICE IS ENERGIZED AND METER IS INSTALLED. COORDINATE SETTING OF CIRCUIT BREAKER IN ACCORDANCE WITH TENANT PANEL SHALL BE EQUIPPED WITH DIGITAL DEMAND METERING. 5. PROVIDE ASTRONOMICAL 11ME-CLOCK WITH PHOTOCELL OVERRIDE FOR CONTROL OF ALL OUTDOOR LIGHTING VIA MECHANICAL LIGHTING CONTRACTOR. ALL EXTERIOR EQUIPMENT SHALL BE NEMA 3R. COORDINATE LOCATIONS IN FIELD WITH APPROVED EQUIPMENT SUBMITTALS/SHOP DRAWINGS AND ADJACENT HOUSE SERVICE PANELBOARD AND EQUIPMENT IN A WORKMAN LIKE MANNER. 6. THIS DESIGN ASSUMES AVAILABLE FAULT CURRENT AS SHOWN FOR UTILITY PAD MOUNTED TRANSFORMER. ELECTRICAL CONTRACTOR SHALL CONTACT UTILITY COMPANY TO OBTAIN THE ACTUAL AVAILABLE FAULT CURRENT AS SOON AS CONTRACT IS AWARDED, PRIOR TO ORDERING OR APPROVING RELEASE OF EQUIPMENT AND REPORT UPDATED INFORMATION TO ENGINEER IN THE ELECTRICAL CONTRACTOR FOR COWILIANCIE WITH THE NEC 110.24(A),(B) FIELD MARKING REQUIREMENTS. ELECTRICAL CONTRACTOR TO PROVIDE ARC -FLASH HAZARD WARNING FIELD MARKING PER NEC 110.16. ELECTRICAL CONTRACTOR TO PROVIDE SERIES RATED LABELING PER NEC 110.22(8) WHERE THERE IS AN APPLIED SERIES RATING AS SHOWN ON THE DRAWINGS. ANY ADDITIONAL COST FOR FAILURE TO COMPLY WITH THE ABOVE REQUIREMENTS WILL BE STRICTLY AT CONTRACTOR'S EXPENSE. 7. REFER TO FAULT CURRENT TABLE FOR WORST CASE Al AT PANELS PER FLOOR. EC TO ENSURE PANIELBOARDS ARE SUITABLE FOR FAULT CURRENT ENVIRONMENT (BUS AFC). OUTSIDE (NORTH SIDE) 1" CONDUIT TO EACH UNIT AND LEASING OFFICE AND AMENITY AREAS MEDIA DEMARC PANEL WITH INTEGRATED RECEPTACLE - DISTRIBUTION TO DATA LOCATIONS WITHIN UNIT OR AREA BY BE FREEEWIRE. PROVIDE FOR FUTURE METERING CAPABILITY 16,935 Al Ni TELECOM SERVICE DISTRIBILITION POINT/BOX 1200A III Ill 120/208V FOR ALL 30 UNITS GRADE TO PRIMARY SIZE W/ UTILITY I T E L U M I I` A I R E S` C" H E "D � U L E TAG DESCRIPTION MANUFACTURER CATALOG NUMBER VOLTS LAMP FIXTURE LUMENS MOUNT LOCATION NOTES TAG TYPE VA A3-H AREA LIGHT (20' POLE HT) TECH LIGHTING ECF-S-32L-1.2A-NVV-G2-AR-3-UN\I-BL-IMR17-FP1-HIS-kMS127TIl-8656 MVOLT LED 122 13526 POLEIARM SITE N/A A3-H A4 AREA LIGHT (2G POLE HT) LITHONIA ECF-S-32L-1.2A-�Tv%[-G2-AR-4-UN'�-BL-IMR17-FP1 -,<'XXJUS1 27TIl-8656 MVOLT LED 122 11096 POILE/AIRM SITE I A4 =Nl =PATHWAY LIGHT (12' POLE l LITHONIA NOVA MTIID840250OLMPRGLOIONLC NG+9010 PAO2 12 RTSIBNERI R LED 22 POLEARM WALK I Nl SPD LALL WORK SHALL COMPLY WITH PREVAILINC 2\ ODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY uF ZEPMYRM|LLO [-- J-8OXRESERVED FOR INSTALlATI" ON [-- 1 CONDUIT AND INFRASTRUCTURE PANEL CIRCUIT TYPICAL INITIATION APPLIANCES INFIR INST TYPICAL ELECTRICAL ROOM TYPICAL DWELLING UNIT DWELLING GENERAL BUILDING AREA TYPICAL INITIATION 1" CONDUIT RTICALLY APPLIANCES WITHIN RATE CHASE FOR Wp CIRCUIT INSTALLATION F BAS TYPICAL (SHOULD IT E NEEDED) J NOTIFICATION APPLIANCES CIRCUIT PANEL PANEL f2U1 NOTE: FIRE ALARM SHOWN IS 120/240/10 120/208/30 11FAC SCHEMATIC ONLY. FIRE ALARM CONTRACTOR SHALL SUBMIT SIGNED PD AND SEALED SYSTEM DRAWINGS FOR APPROVAL BY JURISDICTION. Spill SPD ALL FINAL REQUIREMENTS OF SYSTEM SUBJECT TO JURISDICTIONAL APPROVAL. An -- BACKBOARD - -BLECTRIC METER ---- METALLIC COLD WATER PIPE 2.X12"X1/4" CU GROUND BAR INSTALLED ADJACENT TO SERVICE WITH ---- ISOLATION MOUNT & COMPRESSION LUGS BUILDING STEEL STEEL CONCRETE ENCASED 3 , METAL PARTS WITHIN CONNECT ALL GROUND RODS EXOTHERMIC CONNECTION, TYPICAL 5/8*Xl0'COPPER CLAD GROUND ROD, TYPICAL 10' SPACING NOTE: CONTRACTOR MAX USE A LIFER GROUND AS AN ALTERNATE SYSTEM - /F USED, LIFER GROUND SHALL PROVIDE ACCESS FOR TESTING egman Banks Architects, P.A. AR0006480 625 EAST ORANGE ST. E-MAIL: INFO@FWBARCHITECTS.COM PH. 863.688.1211 NE DES:GI`; AND CONCEPTS E�,:CTEDHEREWIFTH AH THE SOLE '40 REP�ODUCJ ON REVSION OR REUSE OF THIS DRAW1,NG IS No 5243 jog Lu Lu CD LU 00 LIJ Uj LLJ of JOB NUMBER: 21-19 SHEET NUMBER: E301_ Z:\FurrWegmanmna* ^=xuec*"211036-Healthier Stay Pasco oo" nmy�,o" ig*e,,v36_E3o,u°m.Mayev.u02co.'mpw.JsoewmxovsnwAv. r-------"�����I�