Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7010 Gall Blvd (4)
U COPIES DESCRIPTION 2 2 DATE 16-Jut-18 For Your: , [] Approval Review & Comment Distribution to Parties Q Record Fxj use Other Signed and Sealed Revision #1 Prints I I Narrative Revison #1 Letters I If enclosures are not as noted, please notify us at once. COPIES TO r(LE FROM, MAeShapiro SENT VIA Bern Green Pickup 3336 Grand Boulevard, Suite 201 Holiday, Florida 34690 FWH Architects, Inc. License # AA 0003300 Ph. 727. 815. 33:36 1 l Fax 727. 815. 3337 July 12, 2018 City of Zephyrhills 5335 8th Street Zephyrhills, Florida 33542 Re: Project Name: Permit Number: Job Address: Project Location: FWH Project No.: Starbucks To Be Determined Gall Blvd and Daughtery Road Zephyrhills, FL 17060 The following letter is a narrative of plan changes that have occurred to the construction drawings, but have not been implemented into the building permit stated above. These plan changes occurred after the building permit was approved and this submission is to bring the permit up to date with the city's files. This narrative shall explain Revision #1 plan changes and what has changed on a sheet by sheet basis. A0: A0.3: The Index of Drawings has been updated to reflect revision #1 plan updates. The keynotes were updated to correspond with plan changes. ASA: • The drive-thru equipment was updated to match tenant plans. • The concrete drive-thru lane was extended to accommodate the new pre -menu board location. • The concrete was removed from the handicap parking spaces. • Pavement directional arrows were revised to match tenant plans. • A second bike rack was added to match tenant plans. • Sidewalk connections were updated to match civil plans. • The grease trap shifted to match civil plans. AS.2: A1.0: Details 9 and 10 for the patio railing design were revised. The Monument Sign Responsibility Notes were revised. Drop cane bolts were added to the dumpster enclosure gates. The electrical panels were relocated to match tenant plans. A1.1: • The roof top equipment was re -worked to match tenant plans. A3.0: • The wall sign location on the south elevation was adjusted to match tenant plans. 3336 Grand Boulevard, Suite 201 Holiday, Florida 34690 Ph. 727.815.3336 Fax 727.815.3337 FWH Architects, Inc. License # AA 0003300 • One wall sign was added to the west elevation to match tenant plans. A3.1: One wall sconce was eliminated on the east elevation to match tenant plans. S2.1: • Updated the roof top mechanical equipment weights and locations. • Revised the entrance steel canopy members from HSS 4x2 to HSS 4x4. S3.1: • Revised the HSS canopy framing member to HSS 4x4 in section #1. • Added sections #2 and #6. • Added an HSS canopy framing member note HSS 4x2x1/4 in section #3. • Revised the deck angle size in section #5. M1.0: • Shifted RTU's, EF-1, and stand for future ice machine to match Starbucks T.I. plans. M2.0: • Revised RTU-1 & 2 to lower tonnage units to match Starbucks T.I. plans. • Specified standard Fresh Air intake with motorized damper system in lieu of economizer. • Updated thermostat/sensor specifications for mfg. to match Starbucks T.I. plans. • Revised EF-1 to a larger volume fan to match Starbucks T.I. plans. P1.0: • Updated location of Booster Pump & piping to match Starbucks T.I. plans. • Revised location of Grease Trap and entry points for Sanitary and Grease to allow for higher invert inside building. P2.0: • Revised Water Isometric Riser to show Booster Pump below the ceiling to match Starbucks T.I. plans • Revised Sanitary Isometric Riser to show new Grease Trap location and pip? r ting. C/7-yV w DAIre E_1: 'LAN Op ZeP1q R • Revised Drive Thru devices detail./NER.� • Revised Key Notes #1, #3, #8, #10, and #11. ' • Revised Lighting Fixture Schedule "General Notes". • Replaced background. ALL WORK SFi • Revised electrical service tie-in. CODES FLORIDA ��' BUILDING ILDI COMPLY WITH PREVAILING NATIONAL ELECTRIC CODE E1.1: CODE, AND THE CITY OF ZEPHYRHILLS • Revised Fixtures 'WA' & 'WB' on fixture schedule ORDINANCES • Revised Note #5 on Pole Detail. 3336 Grand Boulevard, Suite 201 Holiday, Florida 34690 Ph. 727.815.3336 Fax 727.815.3337 FWH Architects, Inc. License # AA 0003300 E1.2: • Revised Fixtures 'WA' & 'Wi3' on specification sheets E2.0: • Coordinated electric panels with tenant interior plans. • Coordinated building signage with tenant interior plans. • Added conduit and key note for conduit from data rack to drive thru bump -out. • Revised RTU-1 detail and general notes. • Revised Key notes #5, #12, & #19. • Replaced backgrounds. • Coordinated HVAC units with tenant interior plans. E3.0: • Revised KW load for RTU-1 on panel 'M'. If you have W,_qRFstions regarding the above or have further comments, please do not hesitate to call. Guy F. Fab resident FWH Architects, Inc. `` 't 4e A�G� 3336 Grand Boulevard, Suite 201 Holiday, Florida 34690 Ph. 727.815.3336 Fax 727.815.3337 FWH Architects, Inc. License # AA 0003300 Wap 2 cable -in ceiling -ceiling area above the Managers � Desk/Data Rack area with 20 ft service loop at the device CAM 1 Cash om% I m Handli*ng (BUH mana--wers desk 9 a M N RESTRODM E 10179 E 10384 E 17775 1 OD42 R] F 1436Q dF1 10'T38 17 ©© i CAM 2 - Front Entrance (main entry door) .l 0 L L ' FOR 11ml El 10462 El 10476 1Z E 9 06d1 FIXTURES AND EQUIPMENT PLAN CAM POS OP"LOS over let't- shoulder of partner) M! I, 1 516 _01 lWap 1 Cable -in ceiling - penetration centered between Reg1 & Reg2 FIX`TURE ALL 5) DAY ME. 5. GENERAL CONTRACTOR TO R9E DOOR HINGE ON UNDER COUNTER REFR03ERA R 7D LEFT- HAND 8IAIING, HS SHGNYN. B. SEE ELEVATIONS FOR q8 BUTTON OF CUP QI8PENSER9. 7. IA491LE ORDER AND P CUP LABELER C3C TO PRONOE AS Beau D. S. INSTALL NRRQ E ENT AS INDICATED. S. MOBILEORDER PAY 3TAT10hL GC 7O PRaNOE E7FC7RICAL AB UIRED FOR INSTALLATION OF PWNTER. SEE RIGAL QRAWINGS FOR MORE IMFORMATI 10, LOCATION O ALL SWITCFING. 11. SECURE R TO WALL PER MFGS. ROOM DAT10N& 12. PLACE RE EXTINGUISHER INWORKROOM PER FIRE (4)IF 10C2D (4)[F1 17644 1 & ELECTRICAL PANEL & REFER TO R E TRM SHEETS FOR MORE INFORMATICK 14 INSTALL CORNER GUARDS IN BOH AREA AS INDIOATED. SEE INTERIOR ELEVATIONS FOR CLARIFICATIC L 1rx VENDOR TO INSTALL WATER FILTRATION SYSTEM PER MANUFACTURERS INOMUOMNS. 00 TO PRC4'IDE PLUMBING AND ELEfTR1C AL REQUIREMENTM 1E. REFER TO ENLARGED RESTROOM PLAN & ELEVATION$ FOR RESTROOM FIKTURE LOCATIONS & MOUNTING HEIGHTS. 1 T. REFER TO APX-1 05 FOR ENLARO ED PATIO PLAN. � �. EISTII�I� ETE1�1�1R PAT1Q� RAILING. I& EKISTINC EXTERIOR BIKE RACK REFER SHEET 1441.1 FOR CIATA DEVIM PUPENtrUM, GRArNIM RLJJMMG no SPEQPWY OCAWMNT Ma 51FE SCMDULML 01 (5) F1 1 OM r � IBM F 15 71 (4) I IGI 1T41D 1 FURNITURE, FIXTURE AND EQUIPMENT PLAN NOTES A IiETERALOONIiRAGR]R T08CHEOlJLE WITH LOCH. REFRIGERATION OOMRACTQR TO CONDUCT INITIAL FOOD CARE 8TAM•L1P AND TEEMING. FOR LIST OF APPROVED START UP CONTRACTORS, CONTACT PROJECT OONSTRUC710N REPRESENTATIVE. EL THE WE 13 SERVED BY THE MUNICIPAL WATER AND SeWER SYSTEM UNLESS OTHERWISE NDTEQ C. ALL EQUIPMENT AND INSTALLATION WILL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR EQLAVALEHT. R. EQUIPMENT UNITS $FWLL CONTAIN IVY E]KPQSEP THREADS, EMBELLISHMENTS OR OVERHANGING EDGES THAT SERVE A9 PLACES FOR ACCUMULATION OF OUST, QII�'T ANQ QEBFtIB. E WARMING 4pVEN(8) SHOWN MR PERM11T'I1NG P F ORF7uNG an" RCAM 5- DTRCVS& F. F� drive up window °.p inside b'umr% area} FL CONFIRM ALL NECESSARY CLEARAN ' 3 PER PRODUCT OUT SFEET REQUIREMENTS FQR 14L ' QUIPMENT (EG. ICE MACHINE). I. FOR LOCATION OF CQUNIERT IPMEM, REFER TO CASEWORK ELECTRICAL O D 2 R Oak W■ 1W 0 1s STARBUCKS 2401 UTAH AVENUE SOUTH SEA7TLE, WASHINC3T4N 98134 THESE DRAViIINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPSM OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYMHT IN THIS WORK THEY SHALL NOT BE REPRODUCED ON WHOLE OR IN PART), BRARED WITH T14RD PAR71ES OR USED IN ANY MANNER ON OTHER PRO JE TS OR EX I EP 1ONS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUCKS OORPORAT CK THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOTYPICAL STARBUCKS STORE (WHICH IS SUBJEOT TO CHAWE E AT ANYTIME) AND DO NOT REFLECT ACTUAL SITE CONDITIONS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NCR LIABILITY TO THE OTHER KEPT STATED ABOVE) UNTIL A WRMEN AGREEMENT IS FULLY E EORED BY BOTH P R71EE. STARBUM TEMPLATE VERSION 12Q78.41.29 W Z J U. JJ UU J . <-- J 6 c CD >WE Wa 0) OX � V. 0. Coe 00C 0 111 1%%" IN TO0: PmROJE 'T #: 811 �11 ICE DATE: owm15 DESIGN PROGRAM ROMINAVIGNOLO MANAGEFR LEES AP: PRODUCTION DESIGNER: MICHAEL,B.SARKA CKED BY, I.MC AWH Y Frzp7wn; Revision Schedulete By Description SHEETTITLE: FF AND E PLAN SCALE: era•-V0 BHEFT NUMBER Dernarc 1&2 cables - terminate & label both ends to RJ45 jacks in a SMB. SMB behind the rack to demarcation point or if no Dmarc present. SMB behind (service loop above ceiling ables - foot , Hof Manage r I s desk R gi cable -below counter Patch Panel -Check install g specific -uide for s on cabling and location Wap 1 cable - in ceiling - penetration centered between Regl & Reg2 Reg2 cable counter - below MOP Chit/DOM cable below counte KUL;r I KJNtL I t f'ILaC 2 cables — REQUIRE 1 , (314-381 FDRE�« t7Ulbelow counter I& EXISTING EXTERIOR PATIO 1 & EXISTING EXTERIOR BIKE F I�EiER HEFT 614 F DATA ICE Bmauvy wT mo SUM ICHEDULL IOI 1 T41 01 Cup Labeler 3 DTCL cable - below counter URE, FIXTURE AN r ENT PLAN NOT A 1 CiETERALCONTRACTOR T0SCHEDULE LOCAL REFRIGERATION CONTRACTOR TO CT IAR44L FOOD CASE STN7T•UPAND TE3TIN LIS'TOF APPROVED STARTUP CONT ,CONTACT PROJECT GONBTRUCTIDN RE AT1VE EL THE:IITE 13 SERVED BY THE NIdPAL WATER AND SEWER SYSiEMUNLESS RWIBENGTEQ C. ALL EQIIIPMENT AND IN ALLA't10N WILL MEET NATIONAL 8AIJTA114 I UNQATION STANDARDS OR EQUNALENT, 11 E4IAPMENT L1NI $W4LL CONTAIN NO EXPOSED THRFJ4DB,EM LISHMENT30ROVERHANGING EDGES THATSERVE PLACES FOR ACCUMULATION OF DUST, QII�T ANQ11 E WARM( WE7V('8) BFIDWN FOR PERMRTIN(3 PUR IN9TALLA710N AT STORE OPENNG TO BE ve o sr srnrteUCcs cOntsrnucrioni R NTAINE F. HAND WASHING SINK WILL FWYE A SING LE SERVICE TOWEL AND 84AP DISPENSER, AND ALL FUWD SINKS TO HAVE A COMBINATION FAUCET DR PREIIAQONG FAUCET. 0. FOR PLUMBING FlXiUREB. REFER T(3 THE PLUMBING LIE91IiN PLAN. FOR [kIITA DEVICE 9CHEOULK REFER TO THE ElEG1RKJItL DESIGN PLAN. H. CONFIRM ALL NECESSARY CLEARANCES PER PRODUCT CUT SKEET REQUREMENTS FOR ALL EQUIPMENT (EG. ICE MncHINq, I. FOR LOCATION 4F COUNTERTOP EQUIPMENT, REFER TO CASEWORK ELECTRICAL DETAILS, 14 Inl��l�l�iil�i�l■I�I� DTE Cables: DTE Mic & DTE Speaker cables (20 gauge 4 conduct or) - .,,service looped above cables are r not These un from this location to DT lane outside of building p 2 v BUMP Bar - above Oak w•1p counter on bottom Shelf, DTT TSP & DTTCU Timer cables - above counter on top Shelf STARBUCKS 2407 UTAH AVENUE SOUTH 5EA7TLE, WASHINGTf}N 98134 [206) 31 &1575 THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND $HALL REMAIN THE BOLE PROPERTY OF STARBUC: B OORPORALTION, WHICH IS THE CWNER OF THE COPYRIIGHT IN THIS WORK THEY SHALL NOT BE REPRODL ED ON WHOLE OR, IN PART), SHARED YOUTH T14RD PARTIES OR USED IN ANY MANNER ON OTHER PRCLJE T#I OR EX 134 NS TO THIS PROJECT WITHOUT THE PRIOR WRITTEN CONSENT OF STARBUC S CORPORA►T1CK THESE DRAWNGS AND SPECIFICATIONS ARE INTENDED TO EXPRESS DESIGN INTENT FOR A PROTOT'r`PICAL. BTARBUCKS STORE MHCH IB SUBJECT TO CKV4 E AT ANYMME) AND DO NOT REFLECT ACTUAL SITE CONDrWNS. NEITHER PARTY SHALL HAVE ANY OBLIGATION NOR LIABILITY TO THE OTHER DEFT STATED ABOVE) UNTIL AWMrTEN AGREBAENT IS FL L.LY EXECUTED BY BOTH PARTIES. $TARBUGIG3 TEMPLATE VERNON 12Q1B.41.26 STORE 0: PROJECT #: 811%ml IE DATE: cowls DEAN PROGRAM RDMINAVIGNOLO MANAGER: LEEDQD AP: PRODUCTION DESIGNER: MICaHAEL,E BARKA M. MCCAUGHEY Revision Schedule ERevDate By Des crip#i o n FF AND E PLAN SCALE: 114" = 7'47" SHEET NUMBER 1-�I D1 PROJECT SUMMARY FLORIDA PRODUCT DATA INDEX ED STAR CKS E o A 4 SH LL CONSTRUCTION GALL BLVD AND DAUGHTERY ROAD �o ZEPHYRHILLS, FL THE SCOPE OF WORK PROPOSED UNDER THIS PERMIT INCLUDES ALL CONSTRUCTION NECESSARY FOR THE SWELL CONSTRUCTION OF A BUILDING (2,515 SF) FOR ASSEMBLY OCCUPANCY. PLANS FOR CONSTRUCTION INCLUDE ALL STRUCTURAL COMPONENTS (EXCEPT FLOOR SLAB) AND FINISHES THAT COMPRISE THE BUILDING ENVELOPE. PLANS ALSO INCLUDE THE NECESSARY UTILITY STUB -INS FOR SANITARY SEWER AND DOMESTIC WATER AND ELECTRICAL POWER. IT 15 ANTICIPATED THAT THE 5TAR5UCK5 INTERIOR FINISH -OUT WILL BE BE CONSTRUCTED SIMULTANEOUSLY, UNDER SEPARATE PERMIT. SAID PLANS AND CONSTRUCTION WILL INCLUDE PERMANENT POWER, EXIT/EMERGENCY LIGHTING, ETC. UNDER THE TERMS OF THE LEASE WITH STARBUCKS, THE LANDLORD WILL BE RESPONSIBLE FOR ADDITIONAL WORK INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF ROOFTOP HVAC UNITS. IN ORDER TO FULLY AND ACCURATELY DOCUMENT SUCH WORK, PLANS FOR STARBUGKS INTERIOR FINISH -OUT MUST BE COMPLETED (CURRENTLY IN PRODUCTION BY OTHERS). UPON RECEIPT OF TENANT PLANS, REVISIONS WILL BE MADE TO THESE SHELL DOCUMENTS WHICH WILL FULLY DOCUMENT ALL LANDLORD RESPONSIBILITIES. ACCORDINGLY, REVISIONS WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. IT IS THE LANDLORD'S INTENT TO BEGIN THE PROCESS FOR REVIEW AND PERMIT OF THE SWELL DOCUMENTS PROVIDED HEREIN IN ORDER TO MEET OBLIGATIONS FOR DELIVERY OF THE BUILDING. THE ABOVE -MENTIONED CONSTRUCTION DRAWINGS FOR STARBUCKS INTERIOR FINISH -OUT SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION (BY OTHERS). PRODl1CT CATEGORY SUB CATEGORY MANUFACTURER R. APPROVAL NO. DATE PAS WAILS ALUM 90(WACTI YKK AP AM,M R-M216-RB 02/0709 DQ13i0R DOORS ALUM BJiRW ES VACT) YW AP AMMA R- 4- R4 0Er CD&Emk STR DOORS CECO DOOR PRODUCTS R 07/27/15 AOOFNG %G11-fty ROOI7G SYSTHu6 (Tpp) ARESTONE UM PRODUCTS CQ FL102644i12 06/23/15 WNDaVVS PASS TFFU FIEADY ACCESS R 510243 06/23/15 THE PRODUCTS LISTED ABOVE ARE THE BASIS OF DESIGN THE CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO VERIFY THAT ALL COMPONENTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE WITH PRODUCT APPROVAL INSTALLATION REQUIREMENTS PROJECT CODE DATA GENERAL NOTES PROJECT TEAM DRAWING INDEX APPLICABLE CODES • FLORIDA BUILDING CODE -BUILDING (6TH EDITION) • FLORIDA BUILDING CODE -ACCESSIBILITY (6TH EDITION) • FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TH EDITION) • FLORIDA BUILDING CODE -FUEL GAS (6TH EDITION) • FLORIDA BUILDING CODE -MECHANICAL (6TH EDITION) • FLORIDA BUILDING CODE -PLUMBING (6TH EDITION) • FLORIDA FIRE PREVENTION CODE (6TH EDITION) • NATIONAL ELECTRIC CODE (2014 EDITION) BUILDING STATISTICS OCCUPANCY GROUP (A-2) ASSEMBLY CONSTRUCTION TYPE TYPE VB, UNPROTECTED FIRE SPRINKLERED NO FIRE ALARM NO ALLOWABLE AREA 61000 SF PER FLOOR PROPOSED AREA 2 515 GROSS SQUARE FT. No. OF STORIES 1 ALLOWED / 1 PROPOSED PROPOSED HEIGHT 40'-0" ALLOWED / 22'-8" (TOP OF PARAPET) OCCUPANT LOAD OCCUPANT LOAD - 72 (PER TENANT'S PLAN 4 CALCULATED LOAD) OCCUPANT LOAD BASED ON MOST RESTRICTIVE VALUES FROM BOTH THE BUILDING AND FIRE CODE. AREAS BASED ON TENANT'S FIXTURE PLAN. THE OCCUPANT LOAD WILL BE FULLY DESCRIBED IN THE TENANTS INTERIOR FINISH -OUT DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. MAXIMUM TRAVEL DISTANCE 200' (UNSPRINKLERED) MAX. DEAD END CORRIDOR 20' (UNSPRINKLERED) EGRESS WIDTH REQUIRED .2" PER OCCUPANT = .2" X 72 = 14.4" EGRESS WIDTH PROVIDED 1501(THREE EXITS) MINIMUM CORRIDOR WIDTH 36" REQUIRED, NOT APPLICABLE, CORRIDORS TO BE PROVIDED BY TENANT UNDER SEPARATE PERMIT MINIMUM STAIR WIDTH NOT APPLICABLE, SINGLE STORY BUILDING PROPOSED FIRE RATINGS -TABLE 601 PRIMARY STRUCT. FRAMEWORK 0 BEARING WALLS 0 EXTERIOR WALLS AND OPENINGS (SEE BELOW) FIRE DIVISION WALLS N/A INTERIOR BEARING WALLS 0 FLOOR CONSTRUCTION N/A ROOF CONSTRUCTION 0 TABLE 602 - RE I RESISTANCE F RE T GE RATINGS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE * WHERE SEPARATION FROM SEPARATION FIRE WALL OPENING %OPENINGS %OPENINGS PROPERTY LINES EXCEEDS 30 DISTANCE RATING AREA AREA ALLOWED PROPOSED FEET THERE ARE NO LIMITS FOR EAST > 30' 0 * * NL * UNPROTECTED WALL OPENINGS. NORTH > 30' 0 * $ NL * CALCULATIONS FOR WALL AREA, WEST > 30' 0 * * NL * OPENING AREA AND PROPOSED OPENING PERCENTAGES NOT SOUTH > 30 0 * * NL * PROVIDED IN SUCH INSTANCES MIN. FIRE RESISTANCE OF WALLS, PARTITIONS AND OPNG PROTECTIVES SHAFT ENCLOSURES NOT APPLICABLE EXIT ACCESS CORRIDORS NOT APPLICABLE TENANT SEPARATION NOT APPLICABLE OCCUPANCY SEPARATION NOT APPLICABLE FLOOR PENETRATIONS NOT APPLICABLE MINIMUM PLUMBING FIXTURES TOILET ROOMS AND PLUMBING FIXTURES ARE NOT INCLUDED IN THE PROPOSED SCOPE OF WORK (SHELL CONSTRUCTION ONLY). THESE WILL BE PROVIDED BY THE TENANT UNDER SEPARATE PERMIT. CONSTRUCTION DRAWINGS FOR THE INTERIOR FINISH -OUT DOCUMENTS SHALL BE PROVIDED BY THE TENANT AND SUBMITTED TO THE AUTHORITY HAVING JURISDICTION FOR APPROVAL AND PERMIT PRIOR TO CONSTRUCTION. 1. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER ACCORDING TO BEST TRADE PRACTICES. MATERIALS AND EQUIPMENT SHALL BE NEW, AND ALL CONSTRUCTION SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION AND/OR OPENING OF THE DEMISED PREMISES FOR BUSINESS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL AUTHORITIES OR AGENCIES HAVING JURISDICTION AND IN ACCORDANCE WITH THE TENANT'S DRAWINGS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING W/ CONSTRUCTION. 4. TEMPORARY ELECTRIC POWER AND LIGHTING WILL BE PROVIDED AS REQUIRED. THE TEMPORARY SERVICE MUST MEET ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 5. THE GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE WORK FOR PUBLIC SAFETY AND AGAINST ACCIDENTS, WEATHER OR ANY OTHER HAZARD WITH LIGHTS AND GUARD RAILS OR BARRICADES AS APPLICABLE. 6• ALL EXITS SHALL BE MAINTAINED AND SHALL BE OPERABLE FROM THE INSIDE W/OUT SPECIAL KNOWLEDGE OR EFFORT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF OPENINGS FOR ALL TRADES CONSTRUCTION DOCUMENTS, INCLUDING SHOP AND SHALL COORDINATE ALL CONSTRUCTION AS INDICATED BY THE7 DRAWINGS REVISED BY THE ARCHITECT. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY AND REQUIRED PERMITS, FEES, DEPOSITS, ETC. 9. A FIRE EXTINGUISHER 15 REQUIRED DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ALL PERSONNEL AWARE OF ITS LOCATION. 10• THE CONTRACT DOCUMENTS HAVE BEEN PREPARED TO BE COMPLEMENTARY. WHAT 15 REQUIRED BY THE DRAWINGS SHALL BE REQUIRED BY THE SPECIFICATIONS, AND CONVERSELY. IN THE CASE OF DISCREPANCIES BETWEEN THE TWO DOCUMENTS CONCERNING QUALITY AND/OR QUANTITY, THE CONTRACTOR SHALL INCLUDE THE BETTER QUALITY AND/OR GREATER QUANTITY UNLESS OTHERWISE DIRECTED IN WRITING BY THE ARCHITECT. WHERE SPECIFICATIONS HAVE BEEN OMITTED FOR PARTICULAR ITEM(S), THE CONTRACTOR SHALL EMPLOY THE HIGHEST STANDARDS ESTABLISHED BY THE MANUFACTURER OF THE ITEM(5) AS THE GUIDELINES FOR PRODUCT HANDLING, INSTALLATION OR ERECTION AND PROTECTION OF THE COMPONENT ONCE IN PLACE. DEVELOPER ARCHITECT EPIC DEVELOPMENT FWH ARCHITECTS, INC. 907 S. FT. HARRISON AVE. 3336 GRAND BLVD., SUITE 201 SUITE 102 HOLIDAY, FLORIDA 34690 CLEARWATER, FLORIDA 33756 ATTN: ADRIENNE BAUER ATTN: SUE SUGEVIC TEL: (727) 815-3336 TEL: (727) 210-1900 FAX: (727) 815-3337 CIVIL ENGINEER STRUCTURAL ENGINEER AVID GROUP ACG PROFESSIONAL ENGINEERING 2300 CURLEW RD 1bg12 MELISSA ANN DRIVE SUITE 201 LUTZ, FLORIDA 33558-8049 PALM HARBOR, FLORIDA 34693 ATTN: ALAN GUENTHER ATTN: JORGE HERNANDEZ P.E. TEL: (813) 963-1906 TEL: (727) 789-9500 FAX: (813) 489-4666 MECHANICAL A PLUMBING ELECTRICAL ENGINEER STEPANEK-LEWIS AND ASSOCIATES, INC. CNEHAYEB 4 ASSOCIATES 2257 TWELVE OAKS WAY, SUITE 103 3702 AZEELE STREET WESLEY CHAPEL, FLORIDA 33544 TAMPA, FLORIDA, 33607 ATTN: MATT LEWIS ATTN: SOUNEIL CHEHAYEB TEL: (813) 991-1248 TEL: (813) 876-1415 FAX: (813) 876-0913 BUILDING DEPARTMENT CITY OF ZEPHYRNILLS 5335 8TH STREET ZEPHYRHILLS, FL 33542 ATTN: COMMERCIAL PLAN REVIEW TEL: (813) 780-0020 SHT. NO. DRAWING TITLE REVISION • MAUHM LOG NHM AO INDEX, VICINITY MAP AND NOTES CIVIL 1 COVER SHEET 2 NOTES t SPECIFICATIONS z 3 DEMOLITION PLAN w (a 4 HORIT.ONTAL CONTROL PLAN w >w Q�= 5 PAVING, GRADING AND DRAINAGE PLAN awc 6 UTILITY PLAN ? a N PDES NOTES 3 wN 8 NPDES DETAILS -' 9 SITE DETAILS Z �i w 10 UTILITY DETAILS >_ Li LANDSCAPE PLAN w o � i w L2 LANDSCAPE DETAILS `� z L3 LANDSCAPE NOTES z f a Q w U_ IR IRRIGATION PLAN o w a IRI IRRIGATION NOTES Q a LU N , ,; A z PERMIT NOTES WIND DESIGN CRITERIA � o w , � > m u N SIGNAGI& SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY, EITHER BY THE LANDLORD'S SIGN VENDOR OR BY INDIVIDUAL TENANT SIGN VENDORS. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. SHOP DRAWINGSi IT SHALL BE UNDERSTOOD THAT ENGINEERED SHOP DRAWINGS FOR PRE-ENGINEERED ROOF JOISTS SHALL BE PROVIDED BY MANUFACTURER AND SUBMITTED TO THE BUILDING DEPARTMENT BY THE GENERAL CONTRACTOR. SAID SHOP DRAWINGS SHALL CONTAIN A STATEMENT FROM THE PROFESSIONAL OF RECORD STATING THAT HE/SHE HAS REVIEWED THE DRAWINGS AND THAT DRAWINGS ARE IN COMPLIANCE WITH HISIHER DESIGN BY NAMING THE MANUFACTURER JOB NUMBER AND DATE OF THE PLANS. ' PERMITSi SEPARATE PERMITS MAY BE REQUIRED FOR THE AWNINGS AND TRASH ENCLOSURES. SAID PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF WORK ON ANY OF THESE COMPONENTS. 1 ULTIMATE WIND SPEED = 140 MPH (FBC FIGURE 1609A) 2• WIND EXPOSURE "B" 3. BUILDING RISK CATEGORY 11 (PER FBC TABLE 1604.5) 4• INTERNAL PRESSURE COEFFICIENT (GCpi) = +/- 0.18 TOTALLY ENCLOSED ' (PER ASGE 7-10) 5. COMPONENTS AND CLADDING - REFER TO STRUCTURAL DRAWINGS, 5NEET 50.1 FOR WIND DESIGN CRITERIA ARCHITECTURAL AO.1 SPECIFICATIONS AO.2 SPECIFICATIONS AO.3 KEYNOTE SCHEDULE • AS.1 ARCHITECTURAL SITE PLAN • AS.2 MISCELLANEOUS SITE DETAILS • A1.0 FLOOR PLAN AND NOTES • ALL ROOF PLAN • A1.2 ROOF DETAILS A1.3 CANOPY AND AWNING DETAILS A2.0 REFLECTED CEILING PLAN A3.0 EXTERIOR ELEVATIONS AND EXTERIOR FINISH SCHEDULE • A3.1 EXTERIOR ELEVATIONS • A4.0 FRAME OPENING SCHEDULE A4.1 FRAME OPENING DETAILS A4.2 ENLARGED PLAN DETAILS A5.0 WALL SECTIONS FINISH NOTES FINISH VICINITY MAP A5.1 WALL SECTIONS WALL SECTIONS 1. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS THAT MAY INTERFERE WITH PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK AND SHALL NOTIFY THE GENERAL CONTRACTOR OF UNACCEPTABLE CONDITIONS BEFORE FINISH MATERIAL INSTALLATION. PERFORMANCE OF FINISH WORK INDICATES ACCEPTANCE OF ALL SUBSTRATE CONDITIONS AND ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH MATERIAL INSTALLATION QUALITY STANDARDS. 2. CONTRACTOR TO PREPARE FLOOR SUBSTRATE CONDITIONS WHERE APPLICABLE AS NECESSARY WHERE ( ) DIFFERENT MATERIALS ABUT TO ENSURE SMOOTH AND GRADUAL TRANSITION, FREE FROM TRIP HAZARD OR EXCESSIVE ELEVATION CHANGE. PROVIDE TRANSITION EDGES AS APPROPRIATE. SUBMIT ACCESSORY OPTIONS, INCLUDING AVAILABLE FINISH AND COLOR SELECTIONS FOR APPROVAL. i- i n S' o f. CLEAN � � � S' 15NES 3 Hn EPE NO FLOOR FINhSN IS REQUIRED CONTRACTOR OF HALL i ROVIDE A CLEAN SHOO T I SURFACE FOR FIN FROVIDED 3Y TENANT. 4. FOR PAINTED / STAINED SURFACES, ADHERE TO INDUSTRY STANDARDS AND USE PRIMERS, PAINT, STAINS, AND OTHER PRODUCTS AS APPROPRIATE FOR THE CONDITIONS AND SUBSTRATES TO WHICH FINISHES ARE BEING APPLIED. 5. ALL GWB SURFACES THAT ARE NOT TO BE PAINTED UNDER THE SCOPE OF THIS CONTRACT (PAINT BY TENANT) ARE TO BE TAPED, MUDDED AND SANDED. WALLS SHALL BE LEFT IN A CONDITION READY FOR TEXTURE AND PAINT BY TENANT. 6. ACCEPTABLE PAINT MANUFACTURERS ARE BENJAMIN MOORE OR SHERWIN WILLIAMS. REFER TO SPECIFICATIONS FOR TYPE OF PAINT. 7. ALL COLOR SELECTIONS, IF NOT INDICATED ON PLANS, SHALL BE MADE BY THE TENANT FROM THE' MANUFACTURER'S STANDARD SELECTIONS PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. { 4sF} s5 _ _ M.s, F>„ . •_- s - r-..: .3.x g <.:f, .. ;' = ::..,..,...u,... `"r P " t ? v a �t�.�<�>z� ,€=1:r ,. SITE µ ""`"`'' W NCRT1 „r :., r _ } z FnE Go cle STRUCTURAL 50.1 STRUCTURAL NIXES 51.1 FOUNDATION PLAN 52.1 ROOF FRAMING PLAN • S3.1 WALL SECTIONS • 54.1 SECTIONS AND DETAILS 54.2 SECTIONS AND DETAILS MECHANICAL M1.0 MECHANICAL ROOF PLAN AND SPECIFICATIONS • M2.0 MECHANICAL DETAILS AND SCHEDULES • PLUMBING P1,0 PLUMBING PLAN AND SPECIFICATIONS • P2.0 PLUMBING SCHEDULES, RISERS AND DETAILS • ELECTRICAL ALL WALL AND CEILING FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.3 AND SHALL BE CLASS A OR B IN EXITS AND ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITS; AND CLASS A, CLASS B OR CLASS C IN OFFICES. INTERIOR FLOOR FINISHES SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE SECTION 10.2.7 AND SHALL BE CLASS I OR CLASS 11 IN CORRIDORS AND EXITS E0.0 ELECTRICAL PROJECT NOTES AND LEGEND EI,O ELECTRICAL SITE PLAN • El,l PHOTOMETRIC SITE PLAN • E1.2 FIXTURE INFORMATION • E2.0 LIGHTING AND POWER PLANS • E3.0 POWER RISER DIAGRAM • E4.0 ELECTRICAL SPECIFICATIONS UCAP 19Ii UUUJ3VV 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 epic .. 907 S. FT. HARRISON AVENUE SUITE 102 ` CLEARWATER, FL 33756 727-210-1900 w ; TO THE BEST- OF.TNE KNOWLEDGE OF NE ARCHIT INEERS, PLAN AND ` WITH THE AP INIMUM CODES APPLICABLE MINI ;FIRE F; P ' SAFETY STANDA �D E R FL License No. AR0015323 0 } ::floc«�rx�i?�� _mm' ° 3 ;,,£831\y�s�..�v= ; <.. � �;^•c�a t Z U Q O LLl �- LL. cji 3 J -, :D J G. O 0 QV ON > J m J cn �z� TW a 0 U) 04.06.18 date Mx 17060 comm. no. INDEX, VICINITY MAP AND NOTES AO NOTES: A. THIS LIST 15 FOR TO REFCON LPROJECTKEYNOTES USED ON ALL SHEETS ED KEYNOTE SCHEDULE B. NOT ALL NOTES ARE USED THE DIVISION 1 - GENERAL DIVISION 5 - METALS DIVISION 8 - DOORS AND WINDOWS DIVISION 14 - CONVEYINGSYSTEMS 1.01 INDICATES PATH OF EGRESS, 44" CLEAR UNLESS OTHERWISE NOTED 5.01 AT PERIMETER STUD FURRING, PROVIDE CONTINUOUS TRACK INSTALLED 1/2" ABOVE FINISHED 8.04 PREFINI%ED ALUMINUM BREAK METAL 70 MATCH ALUMINUM STOREFRONT FRAME COMPONENTS FULLY . NNE 1.03 DASHED LINE INDICATES CLEAR FLOOR AREA FOR HANDICAP ACCESSIBILITY CONCRETE FLOOR SLAB ELEVATION ADHERED TO PLYWOOD WITH EXTERIOR GRADE CONSTRUCTION ADHESIVE 1.04 5'-0" DIAMETER TURNING RADIUS 5.02 A7 PERIMETER STUD FURRING, PROVIDE 2" X 2" X 3" NIGH 18 GA. CLIP ANGLE FASTENED WITH (2) #10 8.10 ALUMINUM STOREFRONT SYSTEM, REFER TO FRAME OPENING SCHEDULE 1.10 ROOF PARAPET, SEE WALL SECTIONS AND ROOF DETAILS TEK SCREWS AND (2) 0.145 DIAMETER POWDER DRIVEN FASTENERS. PROVIDE AND INSTALL CLIP ANGLE 5.11 ALUMINUM STOREFRONT ENTRANCE SYSTEM, REFER TO FRAME OPENING SCHEDULE 1.20 BUILDING ELEMENT/CONSTRUCTION BEYOND A7 BOTTOM, MIDDLE AND TOP OF STUD 8.12 DRIVE-THRU WINDOW UNIT, REFER TO FRAME OPENING SCHEDULE AND ELECTRICAL DRAWINGS 1.21 DASHED LINE INDICATES OUTLINE OF ROOF BEYOND OR ABOVE 5.10 STEEL COLUMN REFER TO STRUCTURAL DRAWINGS 8.20 HOLLOW METAL DOOR AND FRAME, REFER TO FRAME OPENING SCHEDULE. PROVIDE (3) JAMB ANCHORS 1.22 RTU BEYOND, SEE ROOF PLAN 5.11 STEEL BEAM, REFER TO STRUCTURAL DRAWINGS PER SIDE 1.30 PARAPET BREAK FOR ROOF ACCESS, REFER TO ROOF PLAN 5.12 STEEL ANGLE, REFER TO STRUCTURAL DRAWINGS 8.50 ADA COMPLIANT ALUMINUM THRESHOLD, 1/4" HIGH X 4" WIDE X FULL LENGTH OF OPENING. THRESHOLD 1.31 PROVIDE BREAK IN TRIM AT ELECTRIC SERVICE AND DOWNSPOUT LOCATIONS 5.13 STEEL CHANNEL, REFER TO STRUCTURAL DRAWINGS SHALL HAVE BEVELED EDGES AND SHALL BE RIBBED. SET IN BED OF SEALANT 1.40 BULKHEAD OR SOFFIT ABOVE, SEE REFLECTED CEILING PLAN AND/OR WALL SECTIONS 5.14 H.S.S. FRAMING, REFER TO STRUCTURAL DRAWINGS 5.57 RAIN DRIP, REFER TO HARDWARE SCHEDULE 1.41 DASHED LINE INDICATES CANOPY OR AWNING ABOVE (OR BELOW AS APPLICABLE). REFER TO WALL 5.15 STEEL PLATE, REFER TO STRUCTURAL DRAWINGS DIVISION q FINISHES SECTIONS AND EXTERIOR ELEVATIONS 5.16 STEEL PLATE WITH EMBEDDED ANCHORS REFER TO STRUCTURAL DRAWINGS 1.42 OUTLINE OF RTU CURB ABOVE 5.17 ANCHOR BOLT, REFER TO STRUCTURAL DRAWINGS - DIVISION 15 - MECHANICAL 1.43 EYEBROW CANOPY ABOVE STOREFRONT GLAZING SYSTEM. REFER TO DETAIL N SHEET A1.2 5.1q THRU-BOLT, REFER TO STRUCTURAL DRAWINGS 9.15 PROVIDE 3 5/8" 20 GA METAL STUD FURRING WITH R-13 BATT INSULATION AT CAVITY AND 5/8" GWB WITH 15.05 GAS METER. REFER TO CIVIL AND PLUMBING DRAWINGS. PAINT TO MATCH ADJACENT WALL IF ALLOWED 1.44 STEEL FRAMED CANOPY, REFER TO WALL SECTIONS AND DETAILS ON SHEET A1.3 5.20 STEEL JOIST, REFER TO STRUCTURAL DRAWINGS LEVEL 4 FINISH. EXTEND ALL FULL HEIGHT TO ROOF DECK BY GAS COMPANY 1.50 LINE OF WALL BELOW 5.21 STEEL GIRDER, REFER TO STRUCTURAL DRAWINGS 9.16 PROVIDE 6" 20 GA METAL STUD FURRING WITH R-19 BATT INSULATION A7 CAVITY AND 5/8" GWB WITH LEVEL 15.10 ROOFTOP WVAC UNIT AND CURB. SEE ROOF PLAN, MECHANICAL AND STRUCTURAL DRAWINGS. REFER TO 1.51 DASHED LINE INDICATES LOCATION OF ROOF JOIST BELOW. REFER TO WALL SECTIONS AND 5.22 STEEL JOIST BRIDGING, SEE STRUCTURAL DRAWINGS 4 FINISH. EXTEND ALL FULL HEIGHT TO ROOF DECK CURB DETAIL ON SHEET A1.2. ALL RTU'S TO BE LOCATED 10-0" MINIMUM FROM PARAPET WALLS. STRUCTURAL WINSSTRUCTURALDRAWINGS DRAWINGS 5.30 METAL ROOF OR FLOOR DECK, REFER 70 G q.20 " 5/8 GYPSUM WALLBOARD (GWB), MOISTURE RESISTANT IS REQUIRED AT ALL PLUMBING WALLS COORDINATE RTU LOCATIONS WITH ROOF FRAMING PLAN (EXACT LOCATIONS MAY BE SHIFTED TO ALIGN 1.52 OPEN TO BEYOND 5.40 METAL STUD FRAMING (WIDTH AS INDICATED), REFER TO STRUCTURAL DRAWINGS FOR GAUGE, 9.21 5/8" TYPE "X" FIRE RATED GYPSUM WALLBOARD (GWB) WITH STEEL JOIST LAYOUT) 1.60 WALL CONSTRUCTION, REFER TO WALL SECTIONS SPACING AND CONNECTION DETAILS 9.22 5/8" DENSGLASS GOLD SHEATHING 15.11 AIR HANDLER FOR SPLIT AC UNIT, REFER TO MECHANICAL DRAWINGS 1.q0 PARAPET RETURN ON ROOF, SEE ROOF PLAN AND EXTERIOR ELEVATIONS 5.41 METAL STUD BOX BEAM. REFER TO STRUCTURAL DRAWINGS FOR REQUIREMENTS 9.23 5/8" DENSGLASS GOLD FIREGUARD SHEATHING 15.12 CONDENSING UNIT FOR SPLIT AC UNIT, REFER TO MECHANICAL DRAWINGS 5.42 METAL CLIP ANGLE, REFER TO STRUCTURAL DRAWINGS FOR SIZE, GAUGE AND FASTENING REQUIREMENTS 9.24 5/8" DENSDECK ROOF BOARD 15.13 ROOF MOUNTED STAND/RACK FOR CONDENSING UNIT, REFER 70 DETAIL N 514EET A1.2 AND TO 5.45 7/8" METAL HAT CHANNEL FURRING AT 24" O.G. (VERTICAL) 9.25 3/4" X 3/4" PVC REVEAL, PAINTED. COLOR TO MATCH WALL SURFACE ABOVE AND BELOW PAINTED ACCENT STRUCTURAL AND MECHANICAL DRAWINGS 5.50 ROOF ACCESS LADDER WITH LOCKABLE SECURITY ENCLOSURE. REFER TO EXTERIOR ELEVATIONS AND BAND. REFER TO EXTERIOR ELEVATIONS 15.20 FIRE RISER, REFER TO CIVIL AND FIRE PROTECTION DRAWINGS 5.70 DETAIL ON SWEET A5.1 18 GAUGE FLAT STOCK METAL FABRICATED TO WRAP OUTSIDE CORNER q.26 3/4" WIDE X 4" HIGH PREFINISHED ALUMINUM REVEAL BY "FRY REGLET", MODEL N0. PC5-75-V-400 OR PPR VED APPROVED 15.21 FIRE DEPARTMENT CONNECTION, REFER TO CIVIL AND FIRE PROTECTION DRAWINGS 15.22 DOUBLE DETECTOR CHECK VALVE ASSEMBLY - DIVISION 2 SITE CONSTRUCTION TE TR 2.01 PROPERTY OR LOT LINE, REFER TO CIVIL DRAWINGS 5.80 I C CELL, TYP. REFER TO STRUCTURAL DRAWINGS A REINFORCEMENT IN ROUT FILLED E VERTICAL WALL RE F G , q.2q PREFINISHED ALUMINUM SOFFIT PANEL FLUSH SOFFIT 7' WIDE AS MANUFACTURED BY PAC -CLAD OR ' 15.30 WATER CLOSET, (LEVER TO BE LOCATED ON SIDE CLOSEST TO DOOR), REFER TO PLUMBING DRAWINGS 2.10 REFER TO CIVIL DRAWINGS FOR ALL PAVEMENT/SURFACING BEYOND BUILDING AND SIDEWALK INCLUDING 5.81 5.90 STEEL PIPE BRACING AT PARAPET REFER TO STRUCTURAL DRAWINGS �� ' I DIAMETER THREADED ROD WITH CLEVIS AND PIN ASSEMBLY. REFER TO STRUCTURAL DRAWINGS APPROVED EQUIVALENT, COLOR "BLACK" 15.31 LAVATORY, REFER TO PLUMBING DRAWINGS 15.32 HI/LO ELECTRIC WATER COOLER, REFER TO PLUMBING AND ELECTRICAL DRAWINGS ALL PAVEMENT MARKINGS, PARKING STRIPPING, HC GRAPHICS, CROSSWALKS AND DIRECTIONAL ARROWS 5.q1 GLEVIS PLATE WELDED TO 1/4" THICK X 4" DIAMETER PLATE (AT WALL PLATE) OR TO HORIZONTAL STEEL CANOPY q .30PREFINISHED A UMINUM RECEIVING CHANNEL 0 SOFFIT AN - L V G EL FOP, FF T PANEL AS MANUFACTURED BY PAC CLAD OR "BLACK" 15.33 FLOOR DRAIN, REFER TO PLUMBING DRAWINGS 2.11 2.20 TOP OF PAVEMENT, SEE CIVIL DRAWINGS �, „ „ CONCRETE SIDEWALK, 4 THICK 31000 PSI W/ 6 X 61 W1.4 X W1.4 WWM. PROVIDE 12 DEEP X 8 WIDE 5.93 FRAME, REFER TO STRUCTURAL DRAWINGS 1/2" EXPANSION BOLTS. REFER TO STRUCTURAL DRAWINGS q.40 APPROVED EQUIVALENT, COLOR „ ACRYLIC (EIFS) FINISH COAT OVER 3/4 CEMENT PLASTER BASE OVER CMU. REFER TO EXTERIOR 15.34 WATER HEATER, REFER TO PLUMBING DRAWINGS AND ELECTRICAL DRAWINGS 15.35 C 0 PROVIDE O WA H A 0 PLUMBING AWIN S G T PR V pE F R TER HEATER, REFER T PL B GDR G TURNED DOWN EDGE WITH (1) #5 RE13AR CONTINUOUS AT PERIMETER. REFER TO ARCHITECTURAL SITE 5.q4 BOLT SLEEVE. MATCH DEPTH BETWEEN FINISHED FACE OF WALL AND CMU/STRUCTURAL WALL ELEVATIONS FOR TEXTURE AND COLOR REQUIREMENTS 15.36 URINAL REFER TO PLUMBING DRAWINGS PLAN ON SWEET AS.1 FOR REQUIREMENTS CIA1 ACRYLIC (EIFS) FINISH COAT OVER 3/4" CEMENT PLASTER BASE OVER PAPER BACKED GALVANIZED WIRE 15.37 MOP OR SERVICE SINK REFER TO PLUMBING DRAWINGS 2.21 CONCRETE SIDEWALK, REFER 70 SEE CIVIL DRAWINGS FOR EXTENTS LATH OVER 'TYVEK' BUILDING WRAP ALL OVER 5/8" CDX PLYWOOD SHEATHING. REFER TO EXTERIOR 15.41 GREASE INTERCEPTOR, REFER 70 CIVIL AND PLUMBING DRAWINGS DIVISION 6 - WOOD AND PLASTICS 2.23 CONCRETE CURB, REFER TO CIVIL DRAWINGS FOR REQUIREMENTS 1 ELEVATIONS FOR TEXTURE AND COLOR REQUIREMENTS 15.42 TRAP INSULATION .2 2.25 0 R T T C IVE tS E P T E IN H 6" T ICK CONCRETE WITH INTEGRAL COLOR (NUMBER CC150/6 AS MANUFACTURED BY 11 CRETE SYSTEMS 6.10 PT 2 X WOOD BLOCKING, BUCK OR DRAFT STOP q.42 9.44 DIRECT APPLIED EIFS ACRYLIC FINISH COAT AT LOCATIONS OF EXPOSED FOUNDATION OR CMU STEM WALL CONTROL JOINT IN CEMENT PLASTER, "W" SHAPE. 'CLERK DIETRIC14 BUILDING SYSTEMS' #15 ZINC DOUBLE-V 15.50 VENT TWRU ROOF (VTR), REFER TO PLUMBING DRAWINGS AND DETAIL ON SWEET A1.2. LOCATE VTR SO i n REQUIRED AT DRIVE-THRU LANE, REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR 6.11 PT 1 X WOOD BLOCKING OR BUCK CONTROL JOINT WITH EXPANDED WIRE MESH FLANGES MINIMUM FROM RTU FRESH AIR INTAKES. COORDINATE IN FIELD 15.51 ROOF R F MOUNTED EXHAUST FAN, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS EXTENTS 6.12 6.15 PT WOOD SWIM AS REQUIRED PT 2 X WOOD PLATE WITH 1/2" DIAMETER ANCHOR BOLTS (6" MINIMUM EMBEDMENT) AT 4'-0" O.C. MAX 9.46 9.47 GWB OR CEMENT PLASTER CORNER BEAD GWB OR CEMENT PLASTER "J" MOLD, FINISH TO MATCH WALL OR CEILING SURFACE 15.64 PROVIDE RECESSED, FROST- HOSE BIBS IN KEYED BOX. REFER TO PLUMBING DRAWINGS. VERIFY 2.30 LANDSCAPE AREA. REFER TO CIVIL AND LANDSCAPE DRAWINGS 6.20 3/4" CDX PLYWOOD, REFER TO STRUCTURAL DRAWINGS AS REQUIRED 9.49 CEMENT PLASTER FOUNDATION WEEP SCREED LOCATION WITH STARBUCK5 REPRESENTATIVE ESENTATIVE PRIOR TO ROUGH -IN 2.33 DASHED LINE INDICATES PVC DRAIN FROM LANDSCAPE AREA THROUGH THICKENED SIDEWALK. DISCHARGE 6.21 5/8" CDX PLYWOOD, REFER TO STRUCTURAL DRAWINGS AS REQUIRED 9.50 SUSPENDED GRID AND ACOUSTICAL TILE CEILING (ACT), SEE FINISH SCHEDULE. CENTER GRID IN ROOM U.O.N. AT FACE OF CURB. REFER TO DETAIL ON SWEET AS.1 51 5 8" W (PAINTED) 0 " 0 A METAL STUDS " / G B (P TED) OVER 6 2 G L TUD AT 16 O.C. 2.40 HANDICAP RAMP WITH 1:12 MAXIMUM SLOPE REFER 70 CIVIL DRAWINGS q.52 9. IR EXPOSED STRUCTURE, NO CEILING REQUIRED 2.41 FLUSH TRANSITION BETWEEN PARKING AND SIDEWALK FOR HANDICAP ACCESS. PROVIDE DETECTABLE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 9.90 PAINT SEE FINISH SCHEDULE DIVISION 16 - ELECTRICAL 2.42 WARNING SURFACE WHERE INDICATED EXPOSED AGGREGATE DETECTABLE WARNING SURFACE. REFER TO CIVIL DRAWINGS. IF NOT SPECIFICALLY 7.01 WALL CAVITY AIR SPACE (WIDTH AS INDICATED) q,q1 EPDXY PAINT, SEE FINISH SCHEDULE 16.10 LOCATION OF ELECTRIC SERVICE, HOUSE PANEL, AND TELEPWONE/CABLE CABINETS. REFER TO INDICATED, PROVIDE LARGE AGGREGATE GRAVEL AASWTO #3 OR #57 7.03 COMPRESSIBLE FILLER (3/4" MAX.) CUT BACK EXCESS BELOW SLAB AND PROVIDE SEALANT BEAD, ELECTRICAL DRAWINGS. WHERE APPLICABLE, PROVIDE 5/8" CDX PLYWOOD SHEATHING IN LIEU OF 2.43 PROVIDE CONCRETE PAVERS OVER COMPACTED LIMESTONE BASE. PAVER SHALL BE AS MANUFACTURED CONTINUOUS. DO NOT PLUG WEEP HOLES DIVISION 10 - SPECIALITIES DENSGLASS SHEATHING. PAINT ALL EQUIPMENT AND CONDUIT TO MATCH ADJACENT WALL COLOR BY "COASTAL": SMOOTH TOP, SQUARE EDGE. COLOR: BROWN CHESTNUT. PROVIDE CLEAR SEALANT 7.04 PROVIDE ROOFTOP WALKWAY PADS AS SHOWN AND AROUND ALL ROOFTOP EQUIPMENT 10.10 SIGN LOCATION. SIGN TO BE PERMITTED AND INSTALLED BY TENANT'S SIGN VENDOR. SWELL G.C. SHALL 16.20 ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS. WHERE APPLICABLE, CONFIRM PLACEMENT WITH 2.50 HANDICAPPED PARKING SIGN. REFER TO CIVIL DRAWINGS 7.06 BITUMINOUS DAMP -PROOFING FROM TOP OF FOOTER TO FINISH GRADE REFER TO ELECTRICAL FOR POWER REQUIREMENTS. PROVIDE 54' CDX PLYWOOD SHEATHING IN LIEU OF TENANT 2.60 BIKE RACK, REFER TO DETAILS N SWEET AS.1 7.07 PROVIDE LIQUID BITUMINOUS DAMP -PROOFING AT PLYWOOD SURFACES PRIOR TO INSTALLATION OF DENSGLASS SHEATHING WHERE APPLICABLE AT SIGN LOCATIONS. RUN ALL CONDUIT TIGHT TO ROOF 16.22 TELECOMMUNICATIONS PANEL AND TELECOM SERVICE, REFER TO ELECTRICAL DRAWINGS. WHERE 2.62 STEEL PIPE BOLLARD, 6" DIA. SCHEDULE 40 WITH GROUT FILL. PAINT TRAFFIC YELLOW UNLESS ALUMINUM BREAKMETAL STRUCTURE. SEAL ALL WALL PENETRATIONS APPLICABLE, CONFIRM PLACEMENT WITH TENANT OTHERWISE NOTED. REFER 70 DETAIL ON SWEET AS.2 7.05 SEALANT AND BACKER ROD, CONTINUOUS. SEALANT COLOR TO MATCH ADJACENT MATERIAL AS 10.11 TENANT ADDRESS/SPACE NUMBER. PROVIDE MIN. 6" HIGH NUMBERS (IN CONTRASTING COLOR 70 16.23 FIRE ALARM PANEL, REFER TO ELECTRICAL DRAWINGS 2.63 STEEL PIPE BOLLARD (PREFINISHED), 5" X 5" WITH GROUT FILL. REFER TO DETAIL ON SWEET AS.2 APPLICABLE BACKGROUND) 50 TWAT NUMBERS ARE PLAINLY VISIBLE FROM THE STREET 16.30 WALL PACK LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.64 RAILING AT OUTDOOR SEATING AREA. REFER TO DETAILS ON SWEET AS.2 7.09 SEALANT BEAD, CONTINUOUS. SEALANT COLOR TO MATCH ADJACENT MATERIAL AS APPLICABLE 10.12 FUTURE PRE -MENU BOARD, FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE 16.31 DECORATIVE LIGHT FIXTURE, REFER 70 ELECTRICAL DRAWINGS 2.70 MONUMENT OR PYLON SIGN. REFER TO DETAILS ON SWEET AS.2 FOR GENERAL CONTRACTOR 7.10 INSTALL CONTINUOUS SILL FLASHING TO SLAB EDGE AND TURN DOWN. PROVIDE FLASHING END CAPS AT AND INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL 16.32 CEILING MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS RESPONSIBILITIES. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS JAMB TERMINATION. SET IN SEALANT DRAWINGS AND FINAL TENANT PLANS FOR REQUIREMENTS 16.33 EMERGENCY LIGHT FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.80 TRANSFORMER ON CONCRETE PAD 7.11 SINGLE -PLY ROOF MEMBRANE OVER TAPERED RIGID INSULATION, REFER TO SPECIFICATIONS. TAPERED 10.13 FUTURE SPEAKER POST, FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR 70 LOCATE AND 16.34 EXIT SIGN / EMERGENCY LIGHT COMBINATION FIXTURE, REFER TO ELECTRICAL DRAWINGS 2.81 TRANSFORMER ON UTILITY POLE INSULATION UTILIZED TO ESTABLISH POSITIVE SLOPE, NO MINIMUM R-VALUE REQUIRED INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS 16.40 CEILING FAN BY FUTURE TENANT, REFER TO ELECTRICAL DRAWINGS FOR JUNCTION BOX REQUIREMENTS 2.q0 BENCH AT OUTDOOR SEATING AREA. REFER TO DETAILS ON SHEETS A5.3 AND A5.4 7.12 SINGLE -PLY ROOF MEMBRANE OVER (R-19) RIGID INSULATION, REFER TO SPECIFICATIONS AND FINAL TENANT PLANS FOR REQUIREMENTS 16.50 POLE MOUNTED SITE LIGHTING FIXTURE, REFER 70 ELECTRICAL DRAWINGS. COORDINATE INSTALLATION 7.13 SINGLE -PLY ROOF MEMBRANE FULLY ADHERED TO REAR FACE OF PARAPET (OR CURB). EXTEND FROM 10.14 FUTURE MENU BOARD, FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE AND WITH CIVIL AND LANDSCAPE DRAWINGS TOP OF COUNTERFLASHING (OR ROOF AS APPLICABLE), OVER PARAPET AND TERMINATE BEHIND HOLD INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS 16.51 SITE LIGHTING BY MASTER DEVELOPER, REFER TO CIVIL ENGINEERING DRAWINGS 7.14 DOWN CLEAT ROOFING MEMBRANE EDGE REINFORCEMENT 10.16 AND FINAL TENANT PLANS FOR REQUIREMENTS FUTURE ORDERING CANOPY, DIGITAL ORDER SCREEN AND DIGITAL CONTROL BOX FURNISHED AND DIVISION 3 - CONCRETE 3.04 PROVIDE SOLID CONCRETE FILL A7 CMU CELLS BELOW FINISHED FLOOR (OR AS SHOWN) 7.15 ROOFING MEMBRANE FLASHING STRIP OVER TPO COATED ROOF EDGE METAL INSTALLED BY TENANT. GENERAL CONTRACTOR TO LOCATE AND INSTALL CONCRETE FOUNDATION AND 7.16 MANUFACTURER APPROVED PLATES FASTENED WITH MANUFACTURER APPROVED FASTENERS CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND FINAL TENANT PLANS FOR 3.06 PROVIDE CROWN IN CONCRETE 7.17 SINGLE -PLY MEMBRANE ROOFING AT EYEBROW CANOPY, REFER TO SPECIFICATIONS REQUIREMENTS 3.11 CONTINUOUS CONCRETE FOOTING, REFER D FOUNDATION PLAN AND DETAILS FOR REQUIREMENTS 7.18 WEAT WELDED SEAM AT SINGLE -PLY MEMBRANE 10.17 FUTURE WEIGHT RESTRICTION BAR, FURNISHED AND INSTALLED BY TENANT. GENERAL CONTRACTOR TO 3.1 CONCRETE FOOTING DIMENSIONS AS NOTED OR AS PER STRUCTURAL DRAWINGS 7.1q ROOFING SYSTEM TERMINATION BAR BETWEEN ROOF MEMBRANE AND WALL FINISH LOCATE AND INSTALL CONCRETE FOUNDATION PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND 3.14 PROVIDE SECONDARY CONCRETE POUR AS REQUIRED FOR WALL SUPPORT. REFER 70 WALL SECTIONS AND 7.30 PREFINISWED ALUMINUM DOWNSPOUT (SIZE AS INDICATED ON ROOF PLAN) WITH STRAPS AT 6'-0" O.C. FINAL TENANT PLANS FOR REQUIREMENTS 3.20 STRUCTURAL DRAWINGS CONCRETE FLOOR SLAB OVER 10 MIL VAPOR BARRIER AND CLEAN, COMPACT TERMITE TREATED FILL. MAX., REFER TO EXTERIOR ELEVATIONS AND ROOF PLAN. WHERE APPLICABLE, EXTEND BELOW GRADE TO 10.18 TRAFFIC DETECTOR LOOP, FURNISHED BY TENANT AND INSTALLED BY GC. GENERAL CONTRACTOR TO REFER TO STRUCTURAL FOUNDATION PLAN AND DETAILS FOR SLAB DEPTH, COMPRESSIVE CONCRETE STORM SEWER PER CIVIL DRAWINGS AND PROVIDE CAST TRANSITION 500T WITH CLEANOUT. J.R. WOE LOCATE AND INSTALL CONDUIT PER TENANT PLANS. REFER TO ELECTRICAL DRAWINGS AND FINAL TENANT STRENGTH AND REINFORCEMENT REQUIREMENTS 7.32 AND SONS A -SERIES, SEE DETAIL ON SHEET AS.1 PREFINISHED ALUMINUM CONDUCTOR HEAD, 16" WIDE X 12" HIGH X 10" DEEP. REFER TO ROOF PLAN AND 10.19 PLANS FOR REQUIREMENTS FUTURE ILLUMINATED DIRECTIONAL SIGN, FURNISHED AND INSTALLED BY TENANT. GENERAL 3.22 SHADED AREA INDICATES CONCRETE SLAB LEAVE -OUT; SLAB BY OTHERS. REFER 70 STRUCTURAL DETAILS CONTRACTOR TO LOCATE AND INSTALL CONCRETE FOUNDATION AND CONDUIT PER TENANT PLANS. REFER 3.23 FOUNDATION PLAN AND DETAILS PARTIAL SLAB/ FOUNDATION AT DEMISING WALL, REFER TO STRUCTURAL DRAWINGS 7.33 � PREFINISHED ALUMINUM SCUPPER / EMERGENCY OVERFLOW SCUPPER, 1'-0" WIDE X 8' HIGH, UNLESS TO ELECTRICAL DRAWINGS AND FINAL TENANT PLANS FOR REQUIREMENTS 3.2 CONCRETE SLAB BY TENANT, REFER 70 FOUNDATION PLAN OTHERWISE NOTED ON ROOF PLAN. REFER TO ROOF PLAN AND DETAILS 10.50 KNOX BOX, RECESS MOUNTED, COORDINATE EXACT MODEL AND MOUNTING LOCATION WITH FIRE MARSHAL 3.25 CONCRETE CAP AT FOUNDATION WALL WHERE STOREFRONT OR DOORS OCCUR ADJACENT TO CONCRETE 7.34 2" DIAMETER ROOF DRAIN AND OUTLET AS MANUFACTURED BY WATTS, MODEL RD-200 OR APPROVED 10.60 FIRE EXTINGUISHER, 5LB 2A-105:C ON SURFACE MOUNTED WALL BRACKET SLAB LEAVE -OUTS. REFER WALL SECTIONS AND STRUCTURAL DRAWINGS 7.40 EQUIVALENT EXTERIOR INSULATION FINISH SYSTEM (EIFS): ACRYLIC FINISH COAT ON INSULATION BOARD (THICKNESS 10.61 10.80 FIRE EXTINGUISHER, 5LB 2A-105:C IN SEMI -RECESSED CABINET WITH FULL GLASS VISION PANEL PROVIDE AND INSTALL "GREEN SCREEN" TRELLIS SYSTEM OR APPROVED EQUIVALENT. PROVIDE ALL 3.30 3.31 BEAM REFER TO STRUCTURAL DRAWINGS CAST -IN -PLACE CONCRETE BE CAST -IN -PLACE CONCRETE COLUMN REFER TO STRUCTURAL DRAWINGS AS INDICATED) ON 5/8" DENSGLASS GOLD SHEATHING. REFER TO EXTERIOR ELEVATIONS FOR COLOR AND ATTACHMENT CLIPS AND FASTENERS AS RECOMMENDED BY THE MANUFACTURER. COLOR: BLACK 3.32 CAST -IN -PLACE CONCRETE COLUMN PEDESTAL, REFER TO STRUCTURAL DRAWINGS TEXTURE REQUIREMENTS, PROVIDE HIGHEST LEVEL OF MANUFACTURER'S IMPACT MESH WITHIN 12" OF ALL 3.33 CAST -IN -PLACE CONCRETE PLANTER AND BENCH SUPPORT. REFER TO DETAILS ON SHEETS A5,3 AND A5.4 CORNERS AND FROM LOWEST POINT TO AT LEAST V-0" A.F.F. REFER TO SPECIFICATIONS 3.70 PRECAST CONCRETE WALL CAP 7.41 HIGH DENSITY POLYURETHANE FOAM TRIM WITH EIFS ACRYLIC FINISH COAT. REFER TO TRIM PROFILES 7.42 7.43 HIGH DENSITY POLYURETHANE FOAM BRACKET WITH EIFS ACRYLIC FINISH COAT. REFER TO BRACKET PROFILE DIRECT APPLIED EIFS ACRYLIC FINISH COAT OVER 5/8" DENSGLASS GOLD SHEATHING DIVISION 4 - MASONRY DIVISION 11 -EQUIPMENT 4.10 CONCRETE MASONRY UNIT (CMU), WIDTH AS INDICATED REFER TO STRUCTURAL DRAWINGS FOR r 7.44 HIGH DENSITY POLYURETHANE FOAM WALL CAP WITH EIFS ACRYLIC FINISH COAT 11.01 DUMP5TER ENCLOSURE, SEE CIVIL DRAWINGS AND DETAILS ON SWEET AS.2 REINFORCEMENT AND FILLED CELL LOCATIONS 7.45 MAINTAIN MANUFACTURER RECOMMENDED CLEARANCE BETWEEN EIFS FINISH AND FINISHED GRADE. 4.11 SPLIT -FACE CMU (WIDTH AS INDICATED), REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT TERMINATE EIFS WITH MFR. RECOMMENDED BACKWRAP. PROVIDE DIRECT APPLIED ACRYLIC (EIFS) FINISH AND FILLED CELL LOCATIONS AT ALL EXPOSED CONCRETE SLAB OR FOUNDATION CONDITIONS 4.12 PRECAST CONCRETE LINTEL, GROUT FILLED WITH GROUT FILLED KNOCK -OUT BLOCK ABOVE (AS 7.47 EXTERIOR INSULATION FINISH SYSTEM (EIFS): ACRYLIC FINISH COAT ON INSULATION BOARD (THICKNESS APPLICABLE), REFER TO STRUCTURAL DRAWINGS FOR EXACT CONFIGURATION AND REINFORCEMENT AS INDICATED) OVER CMU WALL. REFER TO EXTERIOR ELEVATIONS FOR COLOR AND TEXTURE REQUIREMENTS REQUIREMENTS. PROVIDE HIGHEST LEVEL OF MANUFACTURER'S IMPACT MESH WITHIN 12" OF ALL CORNERS DIVISION 12 - FURNISHINGS 4.13 CMU KNOCK -OUT BLOCK BOND BEAM, GROUT FILLED. REFER TO STRUCTURAL DRAWINGS FOR EXACT AND FROM LOWEST POINT TO AT LEAST 8'-0" A.F.F. REFER TO SPECIFICATIONS NONE CONFIGURATION AND REINFORCEMENT REQUIREMENTS 7.48 TOOLED DRIP, CONTINUOUS 4.30 MANUFACTURED STONE VENEER OVER PAPER BACKED, GALVANIZED WIRE LATH AND TYVEK 7.49 " TOOLED JOINT IN EIFS V GROOVE WITH 3/4 MAXIMUM DEPTH BUILDING WRAP ON 5/8" DENSGLASS SHEATHING. AT CMU LOCATIONS, PROVIDE STONE OVER GALVANIZED 7.50 PAPER OR FOIL FACED BATT INSULATION AT WALL CAVITY (THICKNESS AS INDICATED) DIVISION 13 - SPECIAL CONSTRUCTION WIRE LATH ON BITUMINOUS WATERPROOFING ON CMU. REFER TO EXTERIOR ELEVATIONS AND WALL 7.51 SOUND ATTENUATION BAIT INSULATION AT WALL CAVITY (THICKNESS AS INDICATED) SECTIONS 7.52 1 1/2" RIGID INSULATION 13.01 NEOPRENE COMPRESSIBLE GASKET BETWEEN AWNING FRAME AND WALL PROVIDED AND INSTALLED BY 4.50 4.51 MASONRY CONTROL JOINT MASONRY CONTROL JOINT WITH BACKER ROD AND SEALANT. SEALANT TO MATCH ADJACENT MATERIAL. 7.55 TAPERED INSULATION, WITH 1/2" PER FOOT MINIMUM SLOPE. PROVIDE AT LOCATIONS INDICATED 13.20 AWNING INSTALLER ALUMINUM FRAMED AWNING WITH FABRIC COVERING. SEE DETAILS ON SWEET A1.3 AND EXTERIOR FINISH REFER TO EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS INCLUDING ALL ROOF MOUNTED EQUIPMENT CUR55 SCHEDULE 7.56 4" WIDE LINEAR SOFFIT VENT CONTINUOUS ALONG PERIMETER OF CEMENT PLASTER SOFFIT. PROVIDE 13.21 ALUMINUM FRAMED AWNING WITH STANDING SEAM ROOFING. SEE DETAILS ON SHEET A1.3 AND EXTERIOR MODEL NO, PCS-75-V-400 AS MANUFACTURED BY FRY REGLET OR EQUAL FINISH SCHEDULE 7.60 PROVIDE TYVEY COMMERCIAL WRAP AT FRAMED SUBSTRATES AND FLUID APPLIED TYVEK AT CMU BEHIND 13.30 ALUMINUM TUBE AWNING FRAME 1 1/2" X 1 1/2". REFER TO DETAIL ON SWEET A1.3 AND EXTERIOR FINISH COMPOSITE WALL PANELS. LAP SHEETS AND FLASH OPENINGS PER MANUFACTURER'S INSTRUCTIONS SCHEDULE 7.61 COMPOSITE WALL PANEL SYSTEM (CWPS), REFER TO SPECIFICATIONS 13.31 PROVIDE WELDED ALUMINUM CAP PLATE AT ENDS OF ALL ALUMINUM TUBE COMPONENTS 7.62 CWP5 CORNER KEY TRIM, PAINTED. (PRE -FORMED CWP5 CORNERS NOT ACCEPTABLE) 13.32 AWNING FASTENER SHALL BE SPECIFIED IN THE AWNING FABRICATOR'S ENGINEERED SHOP DRAWINGS. SEE 7.63 CWPS STARTER TRACK NOTES AND DETAILS ON SWEET AI.3 7.64 CWPS CLIP 13.40 PAPERS70NE (GRAPHITE) DRIVE THROUGH WINDOW SHELF AND STAINLESS STEEL SUPPORT BRACKETS, 7.65 CWPS SPACER INSTALL CENTERED ON WINDOW. SHELF BRACKETS TO BE SUPPLIED BY READY ACCESS WINDOW 7.66 CWPS SINGLE FLANGE SEALANT BACKER MANUFACTURED AND INSTALLED BY GENERAL CONTRACTOR 7.67 CWPS DOUBLE FLANGE SEALANT BACKER 7.68 CWPS 1 1/2" CUT ULTIMATE CLIP 7.6q CWPS FC TRIM. PAINT TO MATCH ADJACENT WALL PANELS 7.70 PROVIDE CUSTOM ALUMINUM TRIM AT CWPS TERMINATION, PAINTED. COORDINATE WITH CWPS SUBCONTRACTOR 7.78 PREFINISHED ALUMINUM CUSTOM FABRICATED COPING AT STEEL CANOPY 7.7q PREFINISHED ALUMINUM FLASHING OR COUNTERFLASHING, REFER TO EXTERIOR FINISH SCHEDULE 7.80 PREFINISHED ALUMINUM COPING, SLOPED TO FACILITATE DRAINAGE. PROVIDE WITH COPED SEAMS PER NRCA 'J5 THRU 'J12'. SEE TYP, ROOF DETAILS. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR 7.81 PREFINISHED METAL DRIP EDGE / GRAVEL STOP (4" OR AS INDICATED). SET IN BED OF COMPATIBLE ROOF CEMENT AND AFFIX WITH CONTINUOUS HOLD DOWN CLEAT. PRIME COAT TOP PRIOR TO APPLICATION OF SINGLE -PLY FLASHING STRIP. REFER TO EXTERIOR FINISH SCHEDULE FOR COLOR 7.83 PREFINISHED ALUMINUM CLOSURE FLANGE SET IN A BED OF SEALANT. WELD OR SEAL ALL JOINTS 7.84 TWO-PIECE COUNTERFLASWING, 24 GA 7.85 RECEIVER FOR TWO-PIECE COUNTERFLASHING ASSEMBLY, 24 GA 7.86 METAL CLEAT CONTINUOUS, MECHANICALLY FASTEN AT 18" O.C. 7.57 MECHANICAL FASTENER WITH NEOPRENE WASHER 7.85 FLASHING A7 ROOF SIDE OF SCUPPER OPENING 7.014 STAINLESS STEEL CLAMP RING 7.95 PROVIDE (3) ONE INCH DIAMETER OVERFLOW HOLES '- R y LIc.# AA 0003300 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 e� 4.r cwyNoament 907 S. FT. HARRISON AVENUE x SUITE 102 >Zr CLEARWATER, FL 33756 727-210-1900 Ja4 TO THE BEST OF NE KNOWLEDGE OF E ARCN1 . 1" -1EER5, PLAN AND 7� ITN THE SVC'A�FPLICAME I IMUM - - DES MI IRE e ® AR001 a =' R FL License No. AR0015323 Y U ao- k A Z a � o 1--i 3N w ,t a1 Go 0 5• :':./: �fsff�JiS'sJ:/JJ. .�v�F�FyY.'<'.,;5%ti D., ZC/) o O Q 0 cl: >_ c Lu LL 0 J N 0 W Z o� Q Z 2 Q N Q 0 w ; J > J m C� TW J �� 04.06.18 date 17060 _ Comm. no. KEYNOTE SCHEDULE AO,93: �s GENERAL NOTES I I A - `2, �01 0 ARBOR RIDGE DRIVE NATWED AREA INDICATES 60 THICK, BLACK CONCRETE 16.50 TYP. AT DRIVE TNRU REFER TO CIVIL DRAWINGS FOR EXTENTS Lrol 101-01, TYP. V10.18TYP. 2.30 2.01 1> 2.63 ---------------- AS. 2.23 TYP. 2.10 TYP. 0 2.63 2.63 (, g�5-. 3A > 10.14 10.160 X 10.12 < 2.63 - - - - - - - - - - A . . . . . . . . . . . . 2.6 TYP. . . .. ............ I J r P .21 6V DAUGHERTY ROAD ,4 TYPJQ.23 TYP2 3-0 13 .50 < NORTH ARCHITECTURAL SITE PLAN SCALE: 1116" = 1'-0' ALUMINUM DOWNSPOUT, SEE ROOF PLAN FOR SIZE CAST IRON DOWNSPOUT 500T EQUIVALENT SUBSTITUTIONS PERMITTED. PROVIDE SUBSTITUI-ED SPEC, 1-0 STARBUCKS FOR REVIEW AND APPROVAL. FACTORY CLEANOUT SKV 2M. TAG ..4 S_ 22W1 TAG Mm WALL ATTACHMENT FLANGE w3a Fg.2.18 mop:: J100P RACK Specifications and Space Use pTd..t Nmt 4 pi &*qn -mu C�m T1111_1�;;<ki �wr 0i pire.-4 H.., 1ss ai',"k4t4 by D EM.R. da swer Parked permniliv 2 FINISH GRADE maxeri Z awirw"i", * 1- J.ii 4.1 pipe ',�D) "i Wtw iit1-*,1 mi v mm,&,e FB"wtpp-d COMPACTED FILL ftv g,&,,Mnd i,, sl ,d"H, }.3a TGC 9&,' t m A aail.leit�: k�p, 11'A xBat. pa'M, t',* 1";KIK ........... ..... 1 24" FLEXIBLE COUPLING So; tr. S-i: 304 ga& m"bit- �,ii _w: PVC STORM PIPE BY SITE CONTRACTOR ISOMETRIC ............... . . . ............... ................ . ........... - 11 . . . . . . . . . . v" g-vid " ii� L'Iti ro, tt, q-g spcjF, iii gro"'I mi�r. lk nm �u ............ NOTES: S �, Iii hr.y do/, A. DOWNSPOUT 500T BASED ON J.R. HOE AND SONS S; MAIMS A -SERIES X 36" MIN. LENG wall Setb.dm B. BUILDING CONTRACTOR TO COORDINATE AND CONFIRM PIPE .... ........ TO PIPE SIZES C. TRANSITION TO SITE PIPE TO BE UNDER ADJACENT Pr kt 11ii 1�, a _il . .... .. . SIDEWALK OR FINISH GRADE. COORDINATE EXACT DEPTH IN Disi llietweeiiw flacke W FIELD. i, . i� 24" 'Till re BY SITE CONTRACTOR ED"EMFt" Street Sell"baitku MWimr,� 4 ZKI.,e ............ ................... DOWNSPOUT CONNECTION DETAIL 0.17 2 5 16.50 TYP, AS. TYP. 2.23 >TYP. 2.30 0 2.10 TYP. III 10.19 2.0011 11 PROVIDE HAND TOOLED CONTROL JOINT 4" THK, 3,000 PSI CONCRETE SIDEWALK 2" SCHEDULE 40 GRAY REINFORCED WITH 6 X 61 W1.4 X WI.4 W.W.M. OVER PVC PIPE FROM A LANDSCAPE AREA COMPACTED FILL #3 CRUSHED STONE AT 2" SCHEDULE 40 GRAY EACH PIPE PVC PIPE FROM LANDSCAPE AREA LANDSCAPE AREA ---i I I 2" PVC TERMINATION VENT WITH STAINLESS THICKENED EDGE STEEL SCREEN. RAVEN REINFORCED W/ (1) SPECIALTY PRODUCTS #5 BAR CONTINUOUS TRIM PIPE FLUSH WITH FACE OF CURB TOP OF PAVEMENT, SEE CIVIL DWGS. SECTION "B" SIDEWALK DRAIN DETAILS A. SEE REQUIREMENTS FOR EXTERIOR CONCRETE ON T1415 SWEET B. AT , THE BUILDING EXTERIOR, THE GC SHALL BE RESPONSIBLE FOR ALL SUB -GRADE ELECTRICAL CONDUIT AND FOUNDATIONS (INCLUDING ANCHOR BOLTS) FOR STARBUCK'S DRIVE-THRU EQUIPMENT AND MISCELLANEOUS SITE ITEMS INCLUDING, BUT NOT LIMITED TO, DIRECTIONAL SIGNAGE, MENU -WARDS, DETECTOR LOOP, BOLLARDS AND HEIGHT RESTRICTION BAR. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS FOR CONDUIT RUNS THE GC SHALL OBTAIN A COMPLETE AND CURRENT SET OF STARBUCK'S INTERIOR FINISH -OUT PLANS THOSE DOCUMENTS SMALL GOVERN WHEN DETERMINING PRECISE LOCATIONS FOR STARBUCK'S DRIVE-TWRU EQUIPMENT AND MISCELLANEOUS SITE ITEMS. DIMENSIONS REQUIRED TO LOCATE THESE ITEMS WAVE BEEN INTENTIONALLY OMITTED IN THESE CONSTRUCTION DOCUMENTS TO AVOID POTENTIAL CONFLICTS WITH STARBUCK'S CONSTRUCTION DOCUMENTS. IN ADDITION, THE STARBUCK'S INTERIOR FINISH -OUT PLANS WILL CONTAIN FOUNDATION DETAILS (INCLUDING ANCHOR BOLTS) AND SPECIFICATIONS FOR THE DRIVE-TWRU EQUIPMENT AND MISCELLANEOUS SITE ITEMS. FOR REASONS SIMILAR TO THOSE STATED ABOVE, THESE DETAILS HAVE BEEN OMITTED FROM THE SWELL DOCUMENTS. WHERE INDICATED, THE FOUNDATIONS (INCLUDING ANCHOR BOLTS) ARE, HOWEVER, TO BE THE RESPONSIBILITY OF THE SHELL GENERAL CONTRACTOR. C. REFER TO CIVIL DRAWINGS FOR THE EXACT DIMENSIONING CONCERNING BUILDING AND SITE LAYOUT EXCEPT ITEMS NOTED ABOVE D. REFER TO CIVIL DRAWINGS FOR UTILITY SERVICES BEING 5ROUG44T TO T14E BUILDING REFER TO SWEET A3.0 FOR EXTERIOR FINISH SCHEDULE AND GENERAL FINISH NOTES DOWNSPOUT REQUIREMENTS: ALL DOWNSPOUTS EXTENDING TO GRADE SMALL BE CONNECTED TO THE UNDERGROUND STORM SEWER UNLESS OTHERWISE NOTED. REFER TO UTILITY AND SIDEWALK PLAN ON THIS SWEET. REFER TO CIVIL DRAWINGS (UNDER SEPARATE PERMIT) FOR STORM PIPE STUB -OUTS A CAST ALUMINUM TRANSITION 500T WITH CLEAN OUT SMALL BE PROVIDED PER THE DETAIL PROVIDED OR APPROVED EQUIVALENT THE GENERAL CONTRACTOR SMALL CLOSELY COORDINATE LOCATIONS OF UNDERGROUND PIPING TO PRECISELY ALIGN WITH THE ROOF SCUPPERS AND DOWNSPOUTS AT THE BUILDING REQUIREMENTS FOR EXTERIOR CONCRETE: DRIVE-TWRU LANE: SMALL BE MINIMUM 60 THICK, 31000 PSI POURED CONCRETE REINFORCED WITH 61 X 61, W2.8 X W2.8 WWM. REFER TO CIVIL DRAWINGS FOR GRADING. CONCRETE TO RECEIVE INTEGRAL CONCRETE COLOR, NUMBER CCI50/6 AS MANUFACTURED BY INCRETE SYSTEMS. INSTALL SAWCUT CONCRETE CONTROL JOINTS, 1/81 WIDE X 1 1/21 DEEP, AT 151-01 O.C. MAX. EACH WAY (AREA NOT TO EXCEED 225 SO. FT.). PERIMETER SIDEWALK: SMALL BE A MINIMUM OF 4' THICK, 31000 PSI CONCRETE REINFORCED WITH 6' X 60, W1.4 X WIA WWM AND 11-00 DEEP X be WIDE THICKENED SLAB EDGE, NATURAL GRAY COLOR. SURFACE TO RECEIVE MEDIUM BROOM FINISH. RETOOL (WITH HAND EDGER) ALL CONTROL JOINTS AND EXPANSION JOINTS AFTER BROOM FINISHING TO ACHIEVE 'PICTURE FRAME' IN CONCRETE. THIS SMALL INCLUDE ALL ABUTMENTS TO WALLS, CURBS, COLUMNS, ETC. SIDEWALK CONTROL JOINTS SMALL BE SEPARATED BY NO MORE THAN V-0' IN EITHER DIRECTION WITH PRE -MOLDED EXPANSION JOINTS LOCATED EVERY DOMESTIC WATER SERVICE REQUIREMENTS: THE DOMESTIC WATER SERVICE SMALL BE A MINIMUM OF 50 PSI AND NO GREATER THAN 65 PSI DYNAMIC PRESSURE AT THE POINT OF BUILDING ENTRY. IF THE SERVICE STATIC 15 OVER 66 PSI, A PRESSURE REDUCING VALVE TO BE PROVIDED BY THE SWELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER 50 PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE TANK SMALL BE PROVIDED AND INSTALLED. IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO THE BUILDING, THE PLUMBING CONTRACTOR SMALL PERFORM A PRESSURE TEST. SHOULD THE PRESSURES NOT MEET THE ABOVE STATED CRITERIA, THE GENERAL CONTRACTOR SMALL PROVIDE RESULTS TO THE ARCHITECT AT THE EARLIEST POSSIBLE DATE. THE ARCHITECT WILL THEN PROVIDE THE NECESSARY DESIGN REMEDIES TO THE CONTRACTOR FOR PRICING, PERMIT AND CONSTRUCTION 4" THKI 31000 P51 CONCRETE SIDEWALK REINFORCED WITH 6 X 61 WIA X WI.4 W.W.M. OVER COMPACTED 1 r_v M" PROVIDE HAND TC CONTROL JOINT CENTERED ON PIP 2" SCHEDULE 40 C. PVC PIPE FROM LANDSCAPE AREA THICKENED SIDEN, PIPE LOCATIONS, SECTION "Al Lic* AA 0003300 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATER, R 33756 727-210-1900 'g TO T14E BEST F KNOWLEDGE OF rNE ARC14 PLANS AND 5 F1 T14E APP M(MUM DES A 1_1�45LF MIN E ST AROO 3 FL License No. AROO 15323 ............... . o .......... Lu C, 0 o C.) Uj U- 0 D :D mZ< 0 0 CC 0 z < 0- 0 w > N i C LU 04.06.18 date 17060 comm. no. ARCHITECTURAL SITE PLAN Aso I SCALE: 1 1/2' - 1'-0' BIKE RACK SPECIFICATIONS. NO SCALE SCALE: I" - 1'-0' 411 THK, 3,000 PSI CONCRETE SIDEWALK BUILDING WALL REINFORCED WITH 6 X 61 WIA X WIA W.W.M. OVER COMPACTED FILL SIDEWALK WIDTH VARIES PROVIDE HAND TOOLED \ 5'-0" MIN., SEE PLAN CONTROL JOINT 2.62 SEE DETAIL „ TOP OF PAVEMENT, 6 THIS SHEET —� i \ n SLOPE: 1/8 PER FOOT MIN. SEE CIVIL DWGS. 6" THK., 3,000 PSI �\ CONCRETE SLAB ----------- -- --- --_-- °� REINFORCED WITH 6 X 6, /' \ \! \ \ W2.8 X W2.8 W.W.M. OVER COMPACTED FILL INDICATES GROUT 1/2" EXPANSION 8" FILLED CELL WITH (1) JOINT FILLER CONT. 1 1 HICKENED EDGE #5 CONT. FROM FOOTING BETWEEN SIDEWALK REINFORCED W/ (1) TO TOP OF BOND BEAM AND WALL, TYP. #5 BAR CONT. AT 2'-8" MAX O.C., TYP. AND AT WALL CORNERS CONCRETE AS SHOWN SIDEWALK SECTION AS.2 1 SCALE: 1/2" - 1'-0' LANDING WITH 4" THK, 31000 PSI CONCRETE DETECTABLE WARNING SIDEWALK REINFORCED W/ 6 SURFACE (SEE CIVIL X 61 WI.4 X WIA W.W.M. OVER DRAWINGS FOR COMPACTED FILL REQUIREMENTS) OH AS•2 6'-0" IF NOT OTHERWISE SPECIFIED IN CIVIL �� 6 THK., 3,000 PSI MINIMUM RAMP LENGTN DRAWINGS, PROVIDE CONC. APRON REINF. W/ 6" WIDE CURB BEYOND CONCRETE WITH EXPOSED 6 X 61 W2.8 X W2.8 A RELATE FINISH W.W.M. OVER ° SLOPE= 1:12 MAXIMUM COMPACTED FILL. ° a PROVIDE 12" DEEP X 1211 WIDE TURNED DOWN EDGE W/(1) #5 BAR \1/21' EXPANSION JOINT \\ i�, CONT. AT PERIMETER - FILLER CONT. BETWEEN \ 'SIDEWALK AND RAMP, TYP. \ \i HANDI AP RAMP SECTION C SCALE: 3/4' = 1'-0" NOTE: PROVIDE EXPANSION JOINT AT PERIMETER OF RAMP CONCRETE CURB, SEE CIVIL DRAWINGS PROVIDE (2), 8" HIGH X 2'-0" WIDE NON -ENGINEERED OPENINGS AT BACK OF ENCLOSURE 21'-4" 20'-0" (CLEAR DIMENSION) 8" CMU W/ 9 GA. HORIZONTAL LADDER TYPE WALL REINFORCEMENT AT 16" O.C. VERTICAL, TYP. ol 2'-O'� 4'-0" 4'= 0" 4'-011 4'-0" 6.6. 21-0" ? r------- ------- -�- fE I n - ° I �� I I I I rJ IL rJ i t, -- L—L------------------ LJ L L------- -- ----------I � I 4 � /14 ° It I ° -9" (CLEAR PENIN q" (CLEAR OPENIN I I � I I I° I ,,I 1'-6" DUMPSTER ENCLOSURE PLAN �` SCALE: 1/4" - 1'-0" HEAVY DUTY SENTRY LATCH BY HOOVER - CONCRETE HANDICAPPED ACCESS FENCE CO., MANUFACTURER NUMBER RAMP, SEE CIVIL DRAWINGS FOR DAC-7000, INSTALLED OVER 4" X 4 1/211 X LOCATION / CONFIGURATION 1/4" STEEL PLATE WELDED TO GATE PERIMETER FRAME ANGLE 2 211 DEEP, 18 GA. GALV. STEEL AS.2 SIM• DECK AT GATE PANEL 6" DIA. SCHEDULE 40 STEEL PIPE CONCRETE , , .� FILLED AND SET IN ��� CONCRETE SIM. TO ` PROVIDE SCORED CONCRETE BOLLARD DETAIL 4/AS.2 ;\ ,- FOR NON -SLIP SURFACE, 7" DIA. SCHEDULE 40 114" WIDE X 1/2" DEEP HINGE RING WELDED TO \ v < GROVES AT 2" O.C. PERIMETER GATE FRAME `." I ANGLE LANDING WITH DETECTABLE WARNING 7" DIA. SCHEDULE 40 X 1` SURFACE SEE CIVIL DRAWINGS FOR ( ��� \I 2 HIGH RING WELDED REQUIREMENTS) TO 6" DIA. POST IF NOT OTHERWISE SPECIFIED IN CIVIL DRAWINGS PROVIDE CONCRETE WITH PROVIDE 3/4" 0 X V' ;y yj\\ EXPOSED AGGREGATE FINISH AT DEEP RECEIVER FOR ? , DETECTABLE WARNING SURFACE GATE LATCH, TYP. FOR L__; EACH LEAF PRIME AND PAINT ALL STEEL GATE COMPONENTS ;1 i HANDICAP RAMP SECTION r,-,).DUMPSTER ELEVATION NOT TO VALE _— PROVIDE GOUTED CROWN AND PAINT TO MATCH BOLLARD I 6" DIAMETER I SCHEDULE 40 STEEL I PIPE BOLLARD WITH I I GROUT FILL. PAINT TRAFFIC YELLOW UNLESS OTHERWISE NOTED I � I I I I I CONCRETE WASH I I I I I I TOP OF PAVEMENT I I OF FINISHED GRADE I I AS APPLICABLE. I i REFER TO CIVIL I I DRAWINGS / \// \\ ` ` \ CONRETE FOOTING, a DIMENSIONS AS \\' NOTED 1'-6" DIAMETER 4 BOLLARD DETAIL SCALE: 1/4" - P-0" SQUARE BOLLARDS AT THE DRIVE-THRU LANE SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. THESE BOLLARDS SHALL BE MANUFACTURED BY DSA/PWOTOTECW, TEL. (310)537-5000, EMAIL: PHUBBELLBDSAPHOTOTECH.COM. THE GENERAL CONTRACTOR SHALL OBTAIN PRICING PRIOR TO SUBMISSION OF BID. SQUARE BOLLARDS SHALL BE PROVIDED WITH A PAINT FINISH, BLACK RAIL #7021 WITH 10% SHEEN STEEL REMOVABLE CAP WITH POWDER COATED STAINLESS STEEL FASTENERS It TWO BANDS OF 1" - WIDE EXYERIOR — _ GRADE SILVER/WHITE REFLECTIVE TAPE — 511 X 511 X 11411 SQUARE STEEL POST m WITH GROUT FILL 45 A5.2 ALIGN BOLLARD WITH REAR FACE OF CURB UNLESS OTHERWISE NOTED CONCRETE CURB, REFER TO CIVIL DRAWINGS a \ , FINISHED PAVEMENT, REFER TO CIVIL a a DRAWINGS Ia N V as a as \ a i 1'-6" DIAMETER BOLLARD DETAIL 4A I SCALE. I" = 1_ 0I W W 2" THICK PRECAST CONCRETE COPING CONTINUOUS AT TOP OF WALL; PAINT 811 CMU WALL WITH OrAz z GA. LADDER TYPE o HORIZONTAL z REINFORCEMENT AT 16' O.C. VERTICAL. PROVIDE (1) #5 - VERTICAL REINFORCEMENT IN GROUT FILLED CELL o AT LOCATIONS INDICATED ON PLAN I EF-1 - �o Im CONCRETE CROWN L mrrcR I v unrc i mv..7 rL^ Na i mi i c _-%.rtcvvi-c 6" DIA. SCHEDULE 40 REFER TO SWEET A3.0 FOR EXTERIOR FINISH SCHEDULE STEEL PIPE CONCRETE AND GENERAL FINISH NOTES FILLED AND SET IN CONCRETE SIM. TO BOLLARD DETAIL 4/AS.2 SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES 7" DIA. SCHEDULE 40 ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE. HINGE RING WELDED TOIT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE PERIMETER GATE FRAME SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT ANGLE TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, 2" X 18 GA. GALVANIZED SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOF DECK PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK (2) COURSES 8" CMU oo L 311 X 311 X 1/411 KNOCK -OUTS, GROUT PERIMETER GATE FRAME MONUMENT SIGN RESPONSIBILITIES: FILLED AND ANGLE REINFORCED W/ (1) #5 THE SWELL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING CONT. (EACH COURSE) NOTE: ITEMS REGARDING THE MONUMENT SIGN INCLUDING THE FOLLOWING: THOROUGHLY GREASE 1) POWER SUPPLY TO THE MONUMENT SIGN AS SPECIFIED IN THE ELECTRICAL HINGE RINGS PROVIDE (2), 811 HIGH X 2) THE MONUMENT SIGN CABINET (INTERNALLY ILLUMINATED) SHALL BE 2'-0" WIDE - 7" DIA. SCHEDULE 40 HINGE PERMITTED AND CONSTRUCTED BY A SIGN COMPANY ENGAGED BY THE NON -ENGINEERED RING WELDED TO PERIMETE LANDLORD. GC SHALL LOCATE AND INSTALL CONCRETE FOUNDATION AS SHOWN OPENINGS AT BACK OF GATE FRAME ANGLE ON SIGN VENDOR'S PERMIT DRAWINGS ENCLOSURE 7" DIA. SCHEDULE 40 X 0 3.0 4 " 2 HIGH RING WELDED TO 6" THK., 3000 PSI PRIME AND PAINT ALL STEEL 6" DIA. POST 1 AT OPENINGS 4.12 A CONC. SLAB GATE COMPONENTS o REINFORCED W/ 6 X 61 .8X OVER MPAC GATE POST ISOMETRIC DETAIL � II OVER C MPACTEDED FILL GRADE (SEE CIVIL) 4 D MP TERSEC.TIONn SCALE: 1/2" = 1'-0" 8" CMU, REFER TO PLAN AND DETAILS. PAINT INTERIOR OF ENCLOSURE L 3" X 3" X 1/4" PERIMETER FRAME AND DIAGONAL BRACE AT EACH DOOR LEAF SA AS.2 _Lj H I �`— 6" DIA. SCHEDULE 40 LSTEEL PIPE CONCRETE �� ;y, _ 2" DEEP X 18 GA FILLED AND SET IN GALV. STEEL DECK CONCRETE SIM. TO \ \ \ INFILL AT DOORS BOLLARD DETAIL 4/AS.2 GATE POST DETAIL 3" RAILING ELEVATION SCALE: 1 1/2" - 1'-0" 311 X 211 X 11411 1 1 THE RAILING AT THE OUTDOOR SEATING AREA SHALL ALUMINUM TOP RAIL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. THE FINAL LAYOUT AND DESIGN SHALL BE COORDINATED WITH TENANT PLANS 3/4" ALUMINUM SQUARE BALUSTERS ALL COMPONENTS SHALL BE PROVIDED WITH A 4" MAX. SPACE POWDER COAT FINISH, STARBUCKS BLACK, RAIL #7021 ALL RAILING COMPONENT DIMENSIONS ARE 131-6" 2'-0" APPROXIMATE. FINAL DIMENSIONS TO BE DETERMINED BY MANUFACTURER s II II II *w E 3 X 3 X I/4 ;::... ALUMINUM POST o OUTLINE OF 10" DEEP SHELF BEYOND m I 12" WIDE CONCRETE CURB 1/2" WIDE EXPANSION JOINT u� J_ :Z—� FINISHED o PAVEMENT 511 X 5" BOLLARD, REFER TO DETAIL 4A ON THIS SHEET 6" WIDE CONCRETE CURB BOLLARD PLAN DETAIL SAT DRIVE=THRU WINDOW 7 SCALE: 1/2" - 1'-0" 3" X 2" X 1/4" ALUMINUM BOTTOM RAIL PROVIDE SLEEVES II AT POST SPACING. FILL CAVITY W/ NON -SHRINK GROUT J OQC z CQ TYP. TOP AND BOTTOM MONUMENT SIGN - ELEVATION SCALE: 1/4" - i'-0" tau Ltc# AA 0003300 ' 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815.3337 , r . 5 4 �7%%,: 'R WI.':,;� � >��•;,,,Y,payc'S,S�. "' IC. cjo elcp rent 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 all, 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF T14E ARCHI INFERS, PLAN AND SP- T ITN TWE APP DES f; A ,APPLICABLE MIN IRE 'x s t4 e > FL License No. AR0015323 N Y A o z � a � Z U o N U a � w >- (n YChy j-1 0 \\ ,� .�':sup`•:;:"::'�;:���^�.i:::�,tc y2,.',�„\\'>,.ya'fbn.,.:!,,:`b<`<`;n.<;;. �\:�:n\��<•: Z � Cn o fl WJ ILL _ Uj M� Z) mN Q = a Z O Q V aw > N J m W a (n a 04.06.18 date 17060 comm. no. MISCELLANEOUS SITE DETAILS 5 F FLOOR PLAN. SCALE: 1/4" . 1'-0" NORTH WALL LEGEND 8" OR 12" CMU WALL CONSTRUCTION. REFER TO STRUCTURAL DRAWINGS FOR REINFORCEMENT AND FILLED CELL LOCATIONS. AT INTERIOR, PROVIDE 20 GA. METAL STUD FURRING AT I0 O.C. WITH BATT INSULATION AT CAVITY AND 5/8" TYPE 'X' GWB, ALL FULL HEIGHT TO ROOF DECK. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF GWB WITH TENANT'S ROUGH -IN. SEE ADDITIONAL NOTES THIS SHEET LIFE SAFETY LEGEND MOST REMOTE POINT IN SPACE PATH OF EGRESS TRAVEL POINT OF EGRESS TRAVEL DISTANCE XX'-X" GENERAL NOTES I. ALL DIMENSIONS ARE TO FINISHED FACE OF GWB PARTITIONS, FACE OF CMU AND CENTERLINE OF COLUMNS UNLESS OTHERWISE INDICATED 2. TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF THE FLOOR PLAN WILL BE MARKED AS 'TYPICAL' (TYP.). WHERE 50, KEYED NOTES WILL NOT BE DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD THE CONTRACTOR REQUIRE CLARIFICATION OF ANY SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO BID 3. SITE RELATED WORK FOR STARBUCKS: 4. GYPSUM WALLBOARD (GWB) FOR STARBUCKS: WHERE INDICATED AT THE STARBUCKS TENANT SPACE, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF 5/8" TYPE 'X' GYPSUM WALLBOARD OVER 3 5/8" OR 6", 20 GA. METAL STUD FURRING AT 16" O.C. WITH BATT INSULATION AT THE CAVITY. SAID CONSTRUCTION SHALL BE PROVIDED AT THE INTERIOR PERIMETER OF THE EXTERIOR WALLS, U.O.N. AND SHALL EXTEND FULL HEIGHT TO ROOF DECK. ALL GWB SURFACES SHALL BE FINISHED TO A LEVEL 4 FINISH AND READY TO RECEIVE PAINT FINISH BY TENANT AT THE BUILDING EXTERIOR, THE GC SHALL BE RESPONSIBLE FOR ALL THE GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION OF GWB WITH SUB -GRADE ELECTRICAL CONDUIT AND FOUNDATIONS FOR STARBUCKS SITE STARBUCKS TENANT FINISH -OUT CONTRACTOR AND THEIR ROUGH -IN OF ITEMS INCLUDING, BUT NOT LIMITED TO, DIRECTIONAL SIGNAGE, ELECTRICAL AND PLUMBING MENU -BOARDS, DETECTOR LOOP, BOLLARDS AND HEIGHT RESTRICTION BAR. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS.FOR CONDUIT RUNS THE GC SHALL OBTAIN A COMPLETE AND CURRENT SET OF STARBUCKS INTERIOR FINISH -OUT PLANS. THOSE DOCUMENTS SHALL GOVERN WHEN DETERMINING PRECISE LOCATIONS FOR STARBUCK'S SITE ITEMS AND SPECIFICATIONS FOR THEIR FOUNDATIONS. DIMENSIONS REQUIRED TO LOCATE THESE ITEMS HAVE BEEN INTENTIONALLY OMITTED IN THESE CONSTRUCTION DOCUMENTS TO AVOID POTENTIAL CONFLICTS WITH STARBUCKS CONSTRUCTION DOCUMENTS REFER TO EXTERIOR ELEVATIONS FOR WALL SECTION CUT LOCATIONS AND FOR THE EXTERIOR FINISH SCWEDULE REFER TO ARCHITECTURAL SITE PLAN AND CIVIL DRAWINGS FOR ALL REQUIREMENTS OUTSIDE OF THE BUILDING LINE CIVIL DRAWINGS SHALL GOVERN ALL FINISHED GRADE ELEVATIONS AND THE DIMENSIONS OF ALL ITEMS OUTSIDE THE BUILDING INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PARKING STALLS, LANDSCAPE AREAS AND DRIVE AISLES REFER TO SHEET AO.3 FOR KEYNOTE SCHEDULE F.A.C. 69A-60.0081 NOTICE REQUIRED FOR STRUCTURES WITH LIGHT -FRAME TRUSS -TYPE CONSTRUCTION NOTE: THIS BUILDING SNOT CONTAIN PRIMARY STRUCTURAL ELEMENTS WHICH ARE OF LIGHT -FRAME TRUSS -TYPE CONSTRUCTION .�...:d:. .. .... Llc.# AA 0003300 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 1? Ph.727. 815. 3336 Fax 727. 815. 3337 �W pj ov.op, enf 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST, THE KNOWLEDGE OF HE ARC 1, ERS, PLAN AND I TH THE APPMINIMUM A BU L DES APPLICABLE MINI RE STAND a 8 h e ° AROO 153 R FL License No. AR0015323 "y ME N Liu Z _Q Q Z Q Cn � O � O W A w a o >F c£ 0 c 4 F O O Cl) LLJ LL 0 5' J �_ � Im Z Q z= Q 0- 0 N W u 04.06.18 date 17060 comm. no. FLOOR PLAN AND NOTES �h 1,00 I W, o 6 5 3 29'-4" �, 33'-4" ROOF PLAN. SCALE: 1/4' - 1'-0' NORTH PRIMARY AND EMERGENCY ROOF DRAIN CALCULATIONS FPC- PLUMBING APPENDIX B - RATES OF RAINFALL - CITY OF TAMPA, FL. 4.5 INCHES MAIN ROOF: FPC - PLUMBING TABLE 1106.2(2) - SIZE OF RECTANGULAR VERTICAL CONDUCTORS AND LEADERS: 3 1/2" X 4" DOWNSPOUT WILL PERMIT DRAINAGE OF 31180 SQ. FT. OF ROOF AREA COVERAGE (3) 4" X 4" DOWNSPOUTS EACH WITH EMERGENCY OVERFLOW SCUPPER SERVING (3) ZONE AREAS AS DESCRIBED BELOW: ZONE 1: 622 SQ. FT. ZONE 2: 793 SQ. FT. ZONE 3: 864 SQ. FT. ENTRANCE CANOPY: FPC - PLUMBING TABLE 1106.2.1 - SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS: 2" DIAMETER ROOF DRAIN WILL PERMIT DRAINAGE OF 575 50. FT. OF ROOF AREA. (2) 2" DIAMETER ROOF DRAINS THAT DISCHARGE INTO (2) 4" X 4" DOWNSPOUTS AND SERVE THE ZONE AREAS DESCRIBED BELOW: ZONE 4: 95 SQ. FT. ZONE 5: 95 SQ. FT. DRIVE-THRU CANOPY: FPC - PLUMBING TABLE 1106.2.1 - SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS: 2" DIAMETER ROOF DRAIN WILL PERMIT DRAINAGE OF 575 SQ. FT. OF ROOF AREA. (2) 2" DIAMETER ROOF DRAINS THAT DISCHARGE INTO (2) 4" X 4" DOWNSPOUTS AND SERVE THE ZONE AREAS DESCRIBED BELOW: ZONE 6: 42 SQ. FT. ZONE 7: 42 SQ. FT. THE STATED VERTICAL CONDUCTORS AND ROOF DRAINS ARE ALL WITHIN ALLOWABLE LIMITS FOR AREA SERVED BASED ON RAINFALL RATES FOR THIS REGION ZONE 4 95 S.F. 2'-1" L I. 2'-1" ZONE 5 q5 S.F. ZONE 6 42 S.F. ZONE 7 42 S.F. 16'-2" ROOF DRAINAGE PLAN ALL DOWNSPOUTS EXTENDING TO GRADE SHALL BE CONNECTED TO THE UNDERGROUND STORM SEWER UNLESS OTHERWISE NOTED. REFER TO CIVIL DRAWINGS. A CAST ALUMINUM TRANSITION 500T WITH CLEAN OUT SHALL BE PROVIDED FOR THIS CONNECTION. REFER TO DETAIL ON SHEET AS.1 THE GENERAL CONTRACTOR SHALL CLOSELY COORDINATE LOCATIONS OF UNDERGROUND PIPING TO PRECISELY ALIGN WITH ROOF SCUPPERS AND DOWNSPOUTS REFER TO WALL SECTIONS FOR DESCRIPTION OF CANOPIES AND AWNINGS AND REFERENCES TO DETAILS REFER WALL SECTIONS FOR REFERENCES TO PARAPET AND ROOF DETAILS. SEE STRUCTURAL DRAWINGS FOR JOIST REQUIREMENTS O REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE F? ink f LlcA AA 0003300 " 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727. 815. 3337 IV opyent p 907 S. FT. HARRISON AVENUE SUrrE 102 ;.. CLEARWATER, FL 33756 727-210-1900 TO THE BEST_OF..TNE KNOWLEDGE OF E ARCH r' BEERS, PLAN AND. 'WITH THE AP m MINIMU�1' CODES " Kl APPLICABLE IN IRE xz ETY S7A1�[� e 0 9 B o AR0015323 ER FL License No. AR0015323 �a W Z 0 Z Q � � l V p w cti N y 1` G' t Z 'F a Cj) O I.— LI_ J Z O a EL QC.) J > N J W J (n 0 s e 04.06.18 date �y 17060 comm. no. rx ROOF PLAN L v% 5 J '2 A 1 1 0 sup SC -AU:: 1/4' = I'-U" MTL-1 _1l_"A T.O. MASONRY = 16'-8 3/8" A. JOIST BEARING SD -I BEYOND 5.90 PT-3 BEYOND 1.44 PT-3 EL. = 11'-0" A.F.F. B.O. CANOPY 7.30 SD-1 BEYOND 2.63 -11 = 0'-0" FINSHED FLOOR J op m m A5.0 1.22 A5.2 SIM TYP 9 44 ( ) L nWEST ELEVATION GENERAL FINISH NOTES EXTERIOR INSULATION FINISH SYSTEM (EIFS) REQUIREMENTS: 1. THE STANDARD FINISH COAT OVER CEMENT PLASTER SURFACES SHALL BE AN ACRYLIC EIFS FINISH COAT, 'DRYVIT TAFTS' (OPTION 1) AS MANUFACTURED BY DRYVIT SYSTEMS, INC. COLORS, AS SPECIFIED ON THE EXTERIOR FINISH SCHEDULE, HAVE BEEN SELECTED FROM DRYVIT'S STANDARD COLORS. THIS SYSTEM CONSISTS OF A TINTED PRIMER AND TEXTURED ACRYLIC FINISH WITH INTEGRAL COLOR. THE SPECIFIED SYSTEM HAS A 10-YEAR MANUFACTURER WARRANTY 2. WHERE A CUSTOM COLOR IS REQUIRED FOR THE FINISH COAT OVER CEMENT PLASTER SURFACES, AN ACRYLIC EIFS FINISH COAT, "DRYVIT TAFTS' (OPTION 1) WITH STRATOTONE COLOR MATCHING SYSTEM AS MANUFACTURED BY DRYVIT SYSTEMS, INC. SHALL BE PROVIDED. CUSTOM COLORS ARE SPECIFIED ON THE EXTERIOR FINISH SCHEDULE. THIS SYSTEM CONSISTS OF A TINTED PRIMER AND TEXTURED ACRYLIC FINISH WITH INTEGRAL COLOR. THE SPECIFIED SYSTEM HAS A 5-YEAR MANUFACTURER WARRANTY 3. ALL FINISH COAT TEXTURES SHALL BE 'SANDPEBBLE' UNLESS OTHERWISE NOTED 4. WHERE FOAM TRIM, CORNICE MOLDING OR OTHER SHAPES ARE SPECIFIED, COMPONENTS SHALL BE AS MANUFACTURED BY 'DRYVIT SHAPES BY ACROCORE' AND SHALL BE COMPRISED OF A TYPE 1 CLASSIFICATION EXPANDED POLYSTYRENE WRAPPED IN A FLEXIBLE IMPACT RESISTANT FIBERGLASS MESH AND COATED WITH A FACTORY APPLIED POLYMER MODIFIED, FLEXIBLE CEMENT COATING L----J 8.11 SF-1 0000000 10.11 — 8.10 SF-1 SF -I _ - - - EL. = 22'-8" A.F.F. 9 41 T.O. STEEL EF-2 5. ALL GENERAL CONTRACTOR BIDS SHALL INCLUDE THE ABOVE STATED SYSTEMS / PRODUCTS IN THEIR BASE BIDS. SUBSTITUTIONS WILL BE CONSIDERED FOR APPROVAL BUT ONLY IF FULLY QUALIFIED IN BIDS INCLUDING COMPLETE SYSTEM / PRODUCT SPECIFICATIONS AND ASSOCIATED COSTS ALUMINUM COPING, DRIP EDGES, SCUPPERS AND DOWNSPOUT REQUIREMENTS: 1. ALL COMPONENTS SHALL BE PREFINISHED WITH A FACTORY APPLIED, KYNAR 500 FINISH OR MANUFACTURER EQUIVALENT. COLORS SHALL BE AS SPECIFIED FROM THE MANUFACTURER'S STANDARD COLOR OPTIONS GENERAL: 1. WHERE PLASTER REVEALS ARE NOT PREFINISHED, REVEALS SHALL BE PAINTED TO MATCH THE ADJACENT WALL COLOR UNLESS OTHERWISE NOTED 2. ALL EXPOSED, BUILDING MOUNTED UTILITIES AND CONDUITS SHALL BE PAINTED TO MATCH THE ADJACENT WALL SURFACES UNLESS OTHERWISE NOTED EF-1 EL. = IT-4" A.F.F. JOIST BEARING 1.43 7.81 EF-3 MTL-1 PT-3 _rL EL. = 12'-0 3/8" A.F.F. B.O. LINTEL AT STOREFRONT 1.20 EXTERIOR FINISH SCHEDULE CEMENT PLASTER / EIFS FINISHES (ACRYLIC EIFS FINISH WITH INTEGRAL COLOR AND TEXTURE) PAINT FINISHES TAG MANUFACTURER COLOR DESCRIPTION TAG MANUFACTURER COLOR DESCRIPTION EF-1 DRYVIT MATCH SHERWIN WILLIAMS #SW7015 "REPOSE GRAY" CUSTOM DRYVIT STRATOTONE COLOR PT-2 SHERWIN WILLIAMe #SW7018 "DOVETAIL" SHEEN TO BE SATIN PT-3 SHERWIN WILLIAM #SW6258 "TRICORN BLACK SHEEN TO BE SATIN EF-2 DRYVIT MATCH SHERWIN WILLIAMS #SW7018 "DOVETAIL" CUSTOM DRYVIT STRATOTONE COLOR ALUMINUM STOREFRONT SF-1 I YKK "DARK. BRONZE" EF-3 DRYVIT MATCH SHERWIN WILLIAMS #SW6258 "TRICORN BLACK' CUSTOM DRYVIT STRATOTONE COLOR SIDING SD-i I NIGHIHA VINTAGE WOOD "BARK" CEMENTITOUS SIDING METAL TRIM, COPING, DOWNSPOUTS AND SCUPPERS AWNING FABRIC MTL-I PAC -GLAD "MATTE BLACK" I KYNAR 500 FB-1 I SUNBRELLA 115032 BLACK" 3" A.F.F. . / MASONRY REFER TO SHEET AO.3 FOR KEYNOTE SCHEDULE SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIM TO COMMENCEMENT OF WORK ..x x 9 d aC LIc* AA 0003300 -x 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 k Ph.727.815.3336 Fax 727. 815. 3337 n F: x::`: a : g ^ � :;:> �WIIIGf1Yi�iY1� . I 907 S. FT: HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST 0_F THE KNOWLEDGE OF T14E ARGHI . _ EERS, PLAN AND S ITH THE APP IRIM7M ES APPLICABLE M( 0 5,Aff Tf STD 4 s o a pp gpgg �(pp gg t a s 98 �- R FL License No. AR0015323 3i YN U w Z 0. _0 a .o t(� U U "O � o f F a� w o _ o G Z Cl) 0 Q O F LU f-- LL C) J � Q Z oc n O z b< =t: QE Q N Q r9 :t3 .j J m n '�' }c• �'lFf3��' F /'i '�{ to ��`.�. U .: 131 � ��ri..• :�� .Y}� 5 Y'3h �' �'T3 �. 04.06.18 f: date 17060 comm. no. 0. EXT. ELEVATIONS AND EXTERIOR FINISH SCHEDULE 'l ;5 A3,90 �z ._ L NORTH ELEVATION. SCALE: 114' = 1'-0' L. = 2 '-B" A.F.F. T.O. MASONRY �J \ - 19'- " A.F.F. _ T.O. MASONRY L. = 17'- 3/8" A F . _ JOIST BEARING EL. = 12'-0" A.F.F. B.O. CANOPY EL. = 0'-0" FINISHED FLOOR nEAST ELEVATION tL. = In'—U- A.r.r, T.O. MASONRY AT LADDER ACCESS BEYOND tL.. = II'-U'" B.O. CANOPY BEYOND BEYOND REFER TO SHEET A0.3 FOR KEYNOTE SCHEDULE REFER TO SHEET A3.0 FOR EXTERIOR FINISH SCHEDULE AND GENERAL FINISH NOTES SIGNAGE DEPICTED IN THESE DOCUMENTS ARE FOR COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL DRAWINGS WHERE APPLICABLE IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED AND SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. WILL BE SUBMITTED FOR PERMIT REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK LicA AA 0003300 3336 Grand Blvd. Suite 201 v Holiday, Florida 34690 Ph. 727.815. 3336 Fax 727. 815. 3337 a' i V Idevelopment %7 S. FF. HARMSON AVENUE SUITE 102 CLEARWAHk FL 33756 727-210-1900 f TO THE BE E NOWLEDGE OF y T14E ARC ERS, PLAN AND I>� 5. LTN TI4E AP °MINIMUM - IL "DES APPUCABLE MINI , Pe a ° G ABER{ a FL License No. AR0015323 ra r � O pN W N >N W �S y 03 b r 0 O J M cf) Q = W Z °C 0 z = Z 2 Q > ILLI F FMJ 00 N W Q = Cn ......... . 04.06.18 date 17060 comm. no. EXTERIOR ELEVATIONS =` A3,9 011 snti, MASONRY TIE BEAM AT GRID 'B': (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./BM. ELEV. = 16'-0" (1) #6 AT CORNERS (TYP.)----\ REFER TO 4/S4.1 FOR MORE INFO. n U S.M: 8 S4.1 MASONRY TIE BEAM AT GRIDS '1' & '6': (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. STEP TIE BEAM w/ SLOPED DECK AS REQUIRED. SEE 7/S4.2 CONT. L4 x 4 x 1/4 AT DECK BEARING (TYP.) REFER TO 4/S4.2 FOR g (SIM.) SPLICE CONNECTION. S4.2 18'-0" TOP/MASONRY AT ROOF ACCESS INDICATES PRE-ENGINEERED METAL AWNING BY OTHERS. --,,,, REFER TO ARCHITECT DWG's. FOR MORE INFO. C 22'-8" TOP/12" MASONRY �� 5 18'-0" ' o I I ,_ „ TOP/MASONRY o = 1'-8 2'-10" mot- ►- � 1�0 x O - - 5 �L 29'-4" 10X4X3/16 4) SPACES AT 5'-0" O.C. = 20'- 11 1-7 �DECK I) SPAN- HSS 4 X 2 X 1/4 3 S4x4x1/4 HS1 TYPICAL CONT. L3 x 3 x 1/4 15 1.1 I DECK ANGLE (3 SIDES) MITRE HSS MEMBERS AT CORNERS. FULLY WELD TOGETHER IN SHOP AS ALLOWED. GRIND SMOOTH HATCH INDICATES EXTENT OF FOR SEAMLESS UNION (TYP.) 4 METAL STUD CANOPY FRAMING AT S16" O.C. MAX. (TYP.) REFER TO SECTIONS FOR SIZE AND GAGE. 2 _ -- -- - toe --- -CB2-v--- -Y---- --W__,.� �I S3.2 W BX1877 _ 7 _ _ _ - _ _ CB o� 1x C 5 ZIU X� x� x'� - ------------------ r, INDICATES ADDITIONAL POINT I \7 �'' \- ice/ ' \\ // LOADS AT JOIST C-0 . - - EF-1 --- - 300 LBS ---------- f ---- =�---- .. - I -RTC- 11 --- - --- - -- -- - -- ---------------- -------------------- ----- - - - - -- --------- ---- ,----- - -- ,,- 500 LBS � L2 1/2 x 2 1/2 x 1 /4 'r X-BRACING AT EA. END x0 ,�0 �� �- OF W8 (TYP.) x x - _ _ W 8X18 - -_ - - REF: 11 /S4.2 18K3SID N O� - 18 K 3 Y Y --- -,--��� -- / \\ --------- ---------- -- ------------- ---------------------------- - -- ----�-w ------- --------------------- ------------------ --= ---- STEEL FRAMING ANGLES BELOW HATCH INDICATES METAL 0- S.M. CURB. REF: 1/S4.2 STUD WALL FRAMING ABOVE I METAL DECK. REFER TO = LIJ BRIDGING EQUALLY SPACED BETWEEN WALL SECTIONS FOR SIZE, tj o SUPPORTS w/ X-BRIDGING AT END SPACING, AND GAGE. V) BAYS. ALL JOIST BRIDGING PER ' �/r__ M STEEL JOIST INSTITUTE (SJI) x x����� CU W 8X18 16'-8" REQUIREMENTS.300 --------- ----- LBS _ -- __ _ 11 -__ 0 MASONRY------ ,�'� LOW 0 E (BE CK) 0 F D i-kr ���\- - ---------- - - ----- ----- ------------- ----HSS 2 1/2 x 2 1/2 x 1/4-------------- ---------- '� ! RTU-2 FLAT WITH LEGS_____J HATCH INDICATES PRECAST � ----' 1,500 LBS � DOWN, OVER DECK 2-6 LINTEL BEAM. REFER TO REF: 8/S4.2 TO � OF HSS CONCRETE LINTEL SCHEDULE �� THIS SHEET (TYP'_1I" (7 SPACE AT 5 -O" O.C. = 35'-0" 3'_10" (7) SPACES AT 5'-0" O.C. = 35'-0" K.O. BLOCK w/ (1) #5 CONT. AT TOP OF PARAPET WALLS (TYP.) U.N.O. HATCH INDICATES 12" MASONRY PARAPET w #6 AT 48" O.C. MAX. (TYP.) U.N.Q. (LAP SPLICE w/ REINFORCING FROM BELOW). REFER TO PLAN FOR ADDN'L./SPECIFIC REINFORCING REQUIREMENTS. MASONRY TIE BEAM AT GRID 'C': (2) COURSE K.Q. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./BM. ELEV. = 15'-4" CONCRETE LINTEL SCHEDULE MARK SIZE REINFORCING BARS COMMENTS L-1 12" X 8" (1) #5 CONT. TYPE A L-2 8" X 16" (2) #5 CONT. TYPE B .- . (TYPE A) (TYPE E3) NOTES: 1. REFER TO 9/S4.1 FOR ADDITIONAL PRECAST LINTEL REQUIREMENTS. 2. ALL LINTELS AND KNOCK -OUT BLOCKS TO BE GROUTED SOLID, 19'-4" ^ TOP/MASONRY `14 J co M CANTILEVER t HSS 4X2END x MITRE PRECAST LINTELS AT-'*"`.2 BEARING. PROVIDE CORNER BARS AT L-2 AND GROUT SOLID. = 2'-11 MITRE HSS MEMBERS AT CORNERS. FULLY WELD TOGETHER IN SHOP AS ALLOWED. GRIND SMOOTH 2 M. w o V) I_2 l 14� DECK \ SPAN' (2) EQUAL SPACES HSS 10 X 4 X 3/16 (LSV) 19'-4" TOP/MASONRY 10 W S4.2 2 SO.1 24„ 19'-4" ,- TOP/MASONRY J.B. <16'-8 3 8"> C 5 HATCH INDICATES 8" MASONRY PARAPET w/ N S4.2 #6 AT 48" O.C. MAX. (TYP.) U.N.O. (LAP SPLICE w/ REINFORCING FROM BELOW). - =-CANTILEVER REFER TO PLAN FOR ADDN'L./SPECIFIC o HSS 4 X 2 END REINFORCING REQUIREMENTS. J.B. <16'-6 7/8"> O O 0 19,_4" 2'-0" TOP/MASONRY, e\- HSS4x2x1/4 TYPICAL FOR SEAMLESS UNION (TYP.) 10 OUTSIDE OF HS5 1"0 ROD (A36) w/ CLEVIS 3 AND TURNBUCKLE (X3) 4 S3.1 2 CONT. L3 x 3 x 1/4 DECK ANGLE (3 SIDES) ROOF FRAMING PLAN SCALE: 1 /4" = 1'-0" 6 NORTH CONCRETE BEAM SCHEDULE REINFORCING MARK SIZE COMMENTS CONT. BARS STIRRUPS CB1 8" X 24" (2) #6 TOP, MID. & BOTT. #3 AT 10" O.C. TYPE A (BOTT./BM. = 12'-0 3/8") C132 8" X 32" (4) #6 TOP AND BOTT., (2) #6 MID. #3 AT 14" O.C. TYPE B (BOTT./BM. = 12'-0") �1 I 1 V) <I I: m 1"4i(TO 1 1/2" CLR. TYP. UD., STIRRUPS) 1,L!) TYPE A TYPE E3 NOTES: 1. REFER TO 10/S4.1 FOR TYPICAL CONCRETE BEAM REINFORCING DETAIL. 2. BEAM DEPTHS MAY BE INCREASED AS REQUIRED FOR MASONRY COURSING. COORDINATE WITH ARCHITECTURAL REQUIREMENTS. ROOF FRAMING PLAN NOTES: 1. METAL ROOF DECK AT MAIN BUILDING SHALL BE 1 1/2" DEEP, 22 GA., GALVANIZED (G60), TYPE "B". FASTEN ROOF DECK w/ (5) 5/8" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (4) #10 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 11/S4.1 2. METAL ROOF DECK AT EXTERIOR CANOPY SHALL BE 1 1/2" DEEP, 22 GA., GALVANIZED (G60),TYPE "B". FASTEN ROOF DECK w/ (7) 5/8" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (2) #10 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 11/S4.1 ALTERNATE TO TYPE B DECK -- EPICORE ER2R-20 METAL DECK OR APPROVED EQUAL. 3. JOIST SPACING = SEE PLAN 4. ROOF SLOPE = 1/4" PER FOOT (MIN.) U.N.O. 5. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL EQUIPMENT SHOP DRAWINGS PRIOR TO JOIST FABRICATION. REFER TO DETAILS 12/S4.1, 1/S4.2, AND 2/S4.2 6. MECHANICAL CONTRACTOR SHALL VERIFY THAT WEIGHT OF ACTUAL EQUIPMENT INSTALLED DOES NOT EXCEED MAXIMUM OPERATING WEIGHT OF EQUIPMENT SHOWN ON PLAN. 7. "SP" INDICATES SPECIAL JOIST LOADING. ADDITIONAL LOADS ON JOIST ARE PER PLAN. 8. INSTALL ROOF TOP EQUIPMENT ON DESIGNATED "SP" JOISTS ONLY. DO NOT PLACE ANY ROOF TOP EQUIPMENT ON STANDARD "K" SERIES JOISTS. 9. J.B. < > = JOIST BEARING ELEVATION U.N.O. REFER TO PLAN. 10. S.M. = INDICATES STEP TOP/MASONRY PARAPET. 11. REFER TO 1 /S0.1 FOR DESIGN WIND CRITERIA. PROFESSIONAL ENGINEERING, INC, 16912 Melissa Ann Dr . Lutz FL . 33558 Ph:813.963.1906 STRUCTURAL do 3336 Grand Blvd, Suite 201 Holiday, Florida 34690 Ph. 727.815. 3336 1 pment 907 S. FF. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS `,���►�� ,� GUE �� Qom•.• E 3'�•.�.p�+►� op •` �` No 5 •c_ • * �„ ' STA 0 .���,,� �•. O R••.••�C9�. `+iys�ONA������ W V w v Z _o � U) o < a ( Y U � V tY � O LU n- fl N a� 0 0 Z o NO a x cc W LLL cli :D _J Cl)< IM N aQ�> m u)W J 04.06.18 date 17060 comm. no. ROOF FRAMING PLAN S2,81 Alan C. Guenther, P.E. #53308 / C.A. #26813 1 NOTE: AN ALTERNATE TO TYPE B DECK AT EXTERIOR CANOPY SHALL BE EPICORE ER213-20 OR APPROVED EQUAL. COORDINATE WITH ARCHITECTURAL DRAWINGS. CONT. L3 x 3 x 1/4 (AT OUTSIDE PERIMETER OF CANOPY) HSS 10X4X3/16 (LSV) OL 12'-0" vBOTT./CANOPY STEEL HSS 4 X 4 X 1/4 (LSV). SEE PLAN FOR SPACING. 1 FASTEN L3 X 3 X 1/4 X 0'-3" TO MASONRY w/ (1) 3/4"0 HILTI—H 70 ADHESIVE ANCHOR (4" EMBEDMENT) NEAR AND FAR SIDE. WALL SECTION SCALE: 3/4" = 1'-0" AT SCREEN WA 1 1/2" METAL ROOF DECK. SEE PLAN. REF: 5/S4.2 FOR JOIST BEARING CONNECTION. STOP/MASONRY 90' STD. ACI HOOK j K.O. BLOCK w/ (1) #5 CONT., GROUTED SOLID. OL 17'-4 3/8" JOIST BEARING TYPICAL MASONRY TIE BEAM: (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./TIE BM. = 16'-0' 7'-4" n LIGHT GAUGE FRAMING CONNECTIONS: 1. CLIP ANGLE (MINIMUM): 16 GA. L 3 x 2 x 0-4 2. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL (3/16" MIN. THICKNESS) WITH (4) 0,157"0 HILTI X—U 16 POWDER ACTUATED FASTENERS (PAF). 3. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO METAL STUDS WITH MINIMUM (4) #10 TEK SCREWS. 4. METAL TRACK/RUNNER SHALL BE CONNECTED TO METAL STUD WITH (1) #10 TEK SCREW AT EACH FLANGE (2 SCREWS TOTAL PER STUD). 5. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0.157"0 HILTI X—U 16 POWDER ACTUATED FASTENERS AT 12" O.C. MINIMUM. 6. CONTINUOUS TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY WITH (1) 1/4"0 x 1 3/4" TAPCON FASTENERS AT 16" O.C. 7. CLIP ANGLES SHALL BE FASTENED TO CONCRETE/MASONRY WITH (3) 1/4"0 x 1 3/4" TAPCON FASTENERS. 8. CONNECT PLYWOOD SHEATHING TO METAL STUDS WITH #10 TEK FLATHEAD SCREWS AT 6" O.C. AT PANEL EDGES AND AT 8" O.C. AT INTERIOR SUPPORTS. 9. CONNECT 5/8" THICK DENSGLASS SHEATHING TO METAL STUDS WITH #6 1-1/4" BUGLE HEAD (FINE THREAD) SCREWS AT 6" O.C. AT PANEL EDGES AND AT 6" O.C. AT INTERIOR SUPPORTS (MINIMUM). 10. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. SEE FASTENING REQUIREMENTS ABOVE. 3/16 I `2@12 CONT. HSS 4 x 2 x 1/4 (LSV), LIGHT GAUGE FRAMING NOTES: A. THE LIGHT GAUGE MEMBER SIZES INDICATED ON THE DRAWINGS ARE A MINIMUM DEPTH AND GAUGE REQUIRED TO MEET THE DESIGN INTENT AND ARE BASED ON THE PROPERTIES AND MATERIALS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) STANDARDS. ANY MANUFACTURER WHOSE PRODUCT GEOMETRIES MEETS OR EXCEED THE SSMA STANDARDS ARE ACCEPTABLE. iJ 1 HSS STUB COLUMN BEYOND. SEE PLAN 2'-2" a I I 1 I SLOPES CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS CAP R 1/4 NOTE: INFILL FRAMING BETWEEN HORIZONTAL STEEL TUBES SHALL BE 4", 18GA. METAL STUDS AT 24" O.C. (40OS162-43) WITH 4", 18 GA. TOP AND BOTTOM TRACKS (400T125-43) SS 4 X 2 X 1/4 (LSH) STEEL ROOF JOIST. —a SEE PLAN. 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. Ie I '1 ffA-UR6tEV MREINFORCING. r •ja PLAN. FOR SIZE AND I SPACING. 90' STD. ACI HOOK ►J° 12'-0" BOTT./CONCRETE BEAM CONT. L6 X 3 1/2 X 5/16 w/ 1/2"0 X 4" H.S. AT 24" O.C. BOTT./PRECAST LINTEL BEAM PRECAST CONC. LINTEL BEAM (L-2). REFER TO SHEET S2.1 STOREFRONT WINDOW SYSTEM BY OTHERS. REFER TO ARCHITECT DWG's. 3/16 I/ HSS 10 X 4 X 3/16 3/4"0 HILTI—HIT HY70 t'4'""j /4'0ADHESIVE ANCHOR END �' 1/4(6" EMBED) /—HSS4X2X1/4 MASONRY WALL - (PLAN VIEW) rn HSS CONNECTION (PLAN VIEW) NOTE: CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND PIPING, CONDUIT, ETC. WITH APPROPRIATE SUBCONTRACTOR. PROVIDE 1" CLEAR BETWEEN PIPE AND SLEEVE TYPICAL (CAULK WHERE NECESSARY) FOUNDATION WALL. GROUT ALL CELLS SOLID AROUND PIPE SLEEVE. SLAB ON GRADE__ CONCRETE FILL CONTINUOUS FOOLING a a Z a a a w� a a Nil 11 x _ a II 10) a I I I I- o z a � 2 a >: o Q 2'-0" MIN FOUNDATION DETAIL AT PENETRATION NOT TO SCALE VERT. REINF. SEE PLAN. CONCRETE BI SEE PLAN. 90r STD. ACI EMBED R 3/ w/ (3) 3/4" STUDS 3/4"0 x 6" WELDED HEADED STUDS (TYP.) SECTION (COLUMN CAP R ) SCALE: 3/4" = 1'-0" 22'-8" CONT. HSS 4 X 2 X 1/4 (LSH) TOP/HSS AT SCREEN WALL SPLICE AS REQ'D. AT STUB III COL. LOCATIONS CAP R 1/4 HSS STUB COLUMN. III SEE PLAN. I 1 1 NOTE: INFILL FRAMING BETWEEN HORIZONTAL 2'-2" I I STEEL TUBES SHALL BE 4", 18GA. I i METAL STUDS AT 24" O.C. 1 1/2" METAL ROOF DECK. I I (400S162-43) WITH 4", 18 GA. TOP SEE PLAN. AND BOTTOM TRACKS (40OT125-43) CONT, L3X3X1/4 /—HSS 4 X 2 X 1/4 (LSH) 19'-4" I I I I TOP/MASONRY I 19'-0' K.O. BLOCK w/ t2.5L (WL—ASD) I I f2.5K (WL—ASD) ; BOTT./HSS a (1) #5 CONT., E3 i I A z GROUTED SOLID. 1'-2" i i 1'-2"� REF: 5/S4.2 FOR JOIST 2" } , I 2p " AT CHANNEL BEARING CONNECTION. SLR i I i No 3/16 4 ENDS 17'-4 3/8" ---rI - - - z ---- ------ �JOIST BEARING — TYPICAL MASONRY TIE BEAM: (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. ,I I I HSS STUB COLUMN. BOTT./TIE BM. = 16'-0' A ! ! SEE PLAN. C. 8X11.5 X 2'-4"— JOIST TOP CHORD- 1/2-0 THRU—BOLT- w/ NUT & WASHER 5 WALL SECTION (A -A) 8X11.5 X 2'-4" STEEL ROOF JOIST. SEE PLAN. D OL 19'-4" TOP/MASONRY 90' STD. ACI HOOK K.O. BLOCK w/ (1) #5 CONT. 16'-6 7/8" HSS BEARING TYPICAL MASONRY TIE BEAM: — (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./TIE BM. = 16'-0" 14'-2" _ ��OFR r,_0» VERTICAL WALL REINFORCING (TYP.) SEE PLAN FOR SIZE . AND SPACING. 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. (TYP.) OQ 6'-8 3/8" BOTT./PRECAST LINTEL BM. DRIVE—THRU WINDOW (BY OTHERS) CONCRETE CURB. REFER TO CIVIL DWG'S. BONDBREAKER 1/2" ISOLATION JOINT - CONIC. SLAB. SEE CIVIL DWG'S. rt 0'-0" TOP /SLAB 6" INTERIOR METAL STUD FRAMING BY OTHERS. REFER TO ARCHITECT DWG's. PRECAST CONC. LINTEL BEAM (L-2). REFER TO SHEET S2.1 K.O. BLOCK w/ (1) #5 CONT., GROUTED SOLID. REFER TO 9/S4.1 FOR ADDITIONAL INFORMATION. PARTIAL COURSE AS REQ'D. BELOW K.O. BLOCK TO MAINTAIN MASONRY COURSING. Q 3 WALL SECTION (OPP. HAND) 2" 6„ 2" 1 1 1 1 BEARING R 3/8" x 7 1/2" x 0'-10" w/ (2) 1/2"0 x 6" WELDED HEADED STUDS r� J ILLL 1\VVI VVIJ 1. SEE PLAN. TYPICAL MASONRY TIE BEAM:. (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./TIE BM. = 15'-4" 13'-4 3/8" A-\ BOTT./PRECAST LINTEL BM. s ACm; PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph:813.963.1906 STRUCTURAL 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 �C �velopmeiN 907 S. Fr. RAMON AVENUE SUITE 102 CLEARWATER, FL 3375E 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHffECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS .`�� GENSfi•'• Q' • 306 N r • r G F t4/ Imo, � ••r 0.r j� 1111111110 U) W Y w 0 A � o n •-- CL t U ::n a O W a� �- 0 N W �c c a� r 0 0 Zo 0 < Cn0 '..� it IY F_ J <L 07 D_J 0 ID Z o� x 0 as LLJ Q J > IV J co m J TW i < 04.06.18 date 17060 comm. no. WALL SECTIONS Alan C. Guenther, P.E. #53308 / C.A. #26813 MECHANICAL SPECIFICATIONS SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODES SIXTH EDITION (2017), WITH ALL AMENDMENTS, AND LOCAL CODES AND ORDINANCES. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED, TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS, EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMOUNG THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS. AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE PROCEDING WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS. REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER. WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND LOADS AS DETAILED IN THE BUILDING CODE. CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT WITH MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED. EQUIPMENT TAGS: ALL EQUIPMENT WILL HAVE A PERMANENTLY FIXED ENGRAVE PHENOLIC LABEL CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S DRAWINGS. FIRESTOPPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS OR FLOORS. THE RATING OF THE FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NFPA-225, UL-723 NOT EXCEEDING: FLAME SPREAD 25 SMOKE DEVELOPED 50 FUEL DISTRIBUTED 50 ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE. START-UP: CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES. OPERATING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS LIST FOR EACH PIECE OF EQUIPMENT. CONDENSATE DRAIN PIPING: CONDENSATE DRAIN PIPING SHALL BE PVC TYPE DWV. DRAINS SHALL BE PITCHED NOT LESS THAN 1" IN 10'. RUNS SHALL BE AS SHORT AS POSSIBLE WITHOUT ANY DIPS TO TRAP WATER AND INTERFERE WITH PROPER DRAINAGE. PROVIDE TRAPS AND CLEANOUTS AT DRAIN PAN CONNECTIONS. RUN CONDENSATE DRAIN PER PLANS, DIMENSIONAL DATA: ALL DUCTWORK DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS, IN ORDER TO PROVIDE A "VIBRATION -FREE" RIGID INSTALLATION. DUCTWORK - GENERAL: FABRICATE AND INSTALL ALL DUCTWORK AND DUCT ACCESSORIES IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE, THE LATEST NFPA STANDARDS, AND THIS SPECIFICATION. THE MOST STRINGENT OF THESE SHALL BE THE MINIMUM STANDARD. MINIMUM OF 1 " PRESSURE CLASS RATING FOR ALL FIBERGLASS DUCTWORK AND 2" FOR ALL SHEET METAL. ALL NEW RIGID DUCTWORK SHALL BE GALVANIZED SHEET METAL STEEL OF LOCKFORMING GRADE CONFORMING TO ASTM A653 AND ASTM A924. G-60 ZINC COATING. DUCTWORK INSTALLATION: ALL INTERIOR DUCTWORK SHALL BE SEALED TO SMACNA CLASS (C) REQUIREMENTS. PROVIDE DOUBLE THICKNESS TURNING VANES IN ALL NINETY (90) DEGREE SQUARE ELBOWS. CONTRACTOR SHALL FURNISH AND INSTALL ALL DUCT OFFSETS AS REQUIRED TO CLEAR INTERFERENCES WITH EXISTING BUILDING STRUCTURE, PIPES AND ELECTRICAL CONDUITS. FURNISH AND INSTALL ALL MISCELLANEOUS STEEL SUPPORTS REQUIRED FOR HANGING AND SUPPORTING DUCTWORK UNLESS OTHERWISE NOTED. INSULATION: ASSURE ALL DUCTWORK IS SEALED PRIOR TO INSTALLING INSULATION. ALL SHEET METAL SUPPLY & RETURN DUCTWORK SHALL BE WRAPPED WITH 2" THICK FIBERGLASS BLANKET INSULATION WITH FSK (ASJ) FACING, MINIMUM INSTALLED R VALUE OF 6.0, AND FLAME SPREAD/SMOKE DEVELOPED RATINGS OF 25/50 BY ASTM E-84. INSTALL INSULATION ON DUCTWORK USING ADHESIVE AND/OR WELD PINS WITH WASHERS. SEAL ALL INSULATION JOINTS, SEAMS AND FASTENER PIN PENETRATIONS WITH VAPOR RETARDING PRESSURE SENSITIVE TAPE OR WITH GLASS FABRIC AND MASTIC. SMOKE DETECTORS: INSTALL SMOKE DETECTORS AS RECOMMENDED BY MANUFACTURER TO ACQUIRE PROPER READINGS. LOCATION OF DUCT MOUNTED SMOKE DETECTORS ARE FOR REFERENCE LOCATION ONLY. FINAL PLACEMENT SHALL MEET ALL REQUIREMENTS IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE 12"X12" ACCESS DOOR FOR INSPECTION AND SERVICE. SMOKE DETECTORS SHALL BE FURNISHED & WIRED BY ELECTRICIAN/FIRE ALARM CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. WIRE SMOKE DETECTORS TO SHUTOFF UNIT WITH THE DETECTION OF SMOKE. CONTROLS: PROVIDE CONTROLS COMPLETE TO SUIT THE EQUIPMENT PROVIDED AND TO ACCOMPLISH THE SEQUENCE OF OPERATION AS REQUIRED BY PLANS AND SYSTEMS. LOCATE THERMOSTATS 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. THERMOSTATIC CONTROLS SHALL BE PROGRAMMABLE TO INCLUDE ALL ITEMS REQUIRED BY 2014 FBC-ENERGY CODE. TESTING AND BALANCING: THE CONTRACTOR SHALL ENSURE THAT ALL DEVICES AND SYSTEMS ARE COMPLETE, TESTED AND BALANCED, AND READY FOR OPERATION WHEN THE FACILITY IS HANDED OVER THE OWNER. THE AIR CONDITIONING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH AABC OR NEBB PROCEDURES. WRITTEN REPORT SHALL BE SUBMITTED TO MECHANICAL ENGINEER FOR APPROVAL. SUBMITTALS REQUIRED: SUBMIT SHOP DRAWINGS FOR ALL MATERIALS, EQUIPMENT, AND SYSTEMS REQUIRED BY THESE DOCUMENTS (SEE ARCH. PLANS/SPECS FOR SPECIFIC FORMATTING), INCLUDING: ROOFTOP UNITS EXHAUST FANS ROOF A/C STANDS DUCTWORK. & SHEET METAL ACCESSORIES (CONNECTIONS, MASTICS, ETC.) THERMOSTATS & CONTROLS SUBSTITUTIONS: RTU'S MUST BE MANUFACTURED BY TRANE - NO EXCEPTIONS! FOR ALL OTHER EQUIPMENT, CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS THAT REQUIRE CHANGES TO THE OTHER BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS, ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL RE -DESIGN COSTS AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY OF SUBSTITUTION. ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL PROVIDE SPECIFIED OR EQUIVALENT MATERIALS/EQUIPMENT AT NO ADDITION COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED. GUARANTEE: THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT IS FULLY COMPLETED AND THE CONTRACTOR HAS RECEIVED THE FINAL PAYMENT. ALL NEW EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND LABOR, FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR ONE YEAR FROM THE DATE OF THE FINAL PAYMENT, AT NO ADDITIONAL COST TO OWNER. REPAIRS MADE DURING THIS PERIOD MUST BE FULLY GUARANTEED FROM DEFECTS IN MATERIAL AND WORKMANSHIP AT NO EXPENSE TO THE OWNER, FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRSAT NO ADDITIOAL COST TO OWNER. IN ADDITION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIAL INSTALLED. ALL NEW HVAC UNITS SHALL INCLUDE 5-YEAR WARRANTY ON COMPRESSORS AND 1-YEAR WARRANTY ON ALL OTHER PARTS AND LABOR FOR UNIT. HVAC LEGEND STEPANEK- LEWIS ilk AND ASSOCIATES 2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 335" PH (813) 991-1248 i----� -- - . --- • i NEW DUCTWORK, WITH SIZE LISTED MATTHEW D. LEWIS, P.E. FL LIC#56189 DUCT SMOKE DETECTOR TO THERMOSTAT BASE QH HUMIDITY SENSOR BTU/H BRITISH THERMAL UNITS / HOUR 0 ROUND, DIAMETER CD CONDENSATE DRAIN PIPING CFM CUBIC FEET PER MINUTE TYP TYPICAL - ITEM OR METHOD QS REMOTE SENSOR ® SUPPLY AIR DIFFUSER OR GRILLE RETURN/EXH. AIR REGISTER OR GRILLE FLEXIBLE DUCT AIRFLOW DIRECTION AFF ABOVE FINISHED FLOOR ROUND DUC T TAKE -OFF WITH VOLUME DAMPER VD / L_ MANUAL VOLUME DAMPER (W/HANDLE) DIFFUSER TAG EQUIPMENT TAG /--AIRFLOW EQUIPMENT 40- 0 CFM TYPE RTU-1 CD-12"0 EQUIPMENT MARK) NECK SIZE NUMBER KEY NOTES ON PLANS: O1 PACKAGED ROOFTOP A/C UNIT - COORDINATE FINAL LOCATION WITH G.C. O NEW ROOF MOUNTED EXHAUST FAN. O3 PROVIDE 4-FT LONG FULL SIZE (MIN. 12"X12") DUCT DROP DOWN BELOW ROOF. ® COORDINATE UNIT INSTALLATION REQUIREMENTS WITH G.C. AND STRUCTURAL PLANS AND DETAILS. 1 O INSTALL THERMOSTAT WI TEMP & H MIDITY SENSOR TEMPORARILY ON WALL WITH 75-FT EXTRA WIRING COILED AT AL) © ROUTE CONDENSATE PIPING ON PIPE SUPORTS AT 4-FT INTERVALS. O7 INSTALL DUCT SMOKE DETECTOR IN SUPPLY DUCT DROP (TYPICAL-2 RTU'S) ® MECHANICAL CONTRACTOR SHALL FURNISH AND G.C. TO INSTALL NEW ROOF STAND FOR FUTURE TENANT ICE MACHINE CONDENSER. Og OUTSIDE AIR INTAKE ON THIS END OF RTU - COORDINATE INSTALL TO ENSURE MIN. 10-FT CLEAR FROM EXHAUST FAN AND PLUMBING VENT STACKS. 1 p PROVIDE 4-FT LONG FULL-SIZE DUCT DROPS INTO CEILING CAVITY WITH ENDS CAPPED FOR FUTURE. 11 12"X12" PIPE CURB FOR FUTURE ICE MACHINE CONDENSER. Q SPILL CONDENSATE MANIFOLD THROUGH SCUPPER AND INTO DOWNSPOUT (TYPICAL ON ROOF) 13 PERMANENT LADDER ON WALL FOR ROOF ACCESS WITH OPENING IN PARAPET. MECHANICAL ROOF PLAN NOTE: FINAL UNIT SIZING, SPECS, AND LOCATIONS MUST BE APPROVED BY TENANT AND LANDLORD'S ENGINEER PRIOR TO BID. GALVANIZED METAL GOOSENECK WITH BASE CAP TO OVERLAP CURB REMOVABLE TOP ROOFTOP UNIT CASING � 8" OPENING GASKET/SEALING MATERIAL ANCHOR CAP TO NAILER & CURB TO DECK WITH #10 TECK SCREWS ON TREATED WOOD NAILER 6" CENTERS — ALL SIDES 3" RAIN STOP SECUREMENT TO DECK. 12" TALL ROOF CURB (REFER TO STRUCTURAL FLASHING ENGINEER'S PLANS & ROOF DETAILS) EQUIPMENT MFG'S SHEET — METAL CURB FUTURE PIPING NOTE: LOCATE SO PIPING PENETRATION ARE NOT UNDER UNIT PLATFORMS. ROOF PIPE CURB DETAIL SCALE: NONE INSTALLER SHALL PROVIDE ANGLE IRON CLIPS PER MANUFACTURER'S GUIDELINES SECURED TO UNIT AND TO BEAM RAIL — TYPICAL AT EACH OF (4) CORNERS. REFER TO MFG'S INSTALLATION GUIDELINES FOR ANGLE CLIP SIZING AND CONNECTIONS. SECUREMENT TO DECK (REFER TO STRUCTURAL ENGINEER'S PLANS & DETAILS) ROOFING SYSTEM (REFER TO ARCHITECTURAL PLANS) ROOF DECK CURB SUPPORT STEEL FRAME MEMBER—/ (REFER TO STRUCTURAL ENGINEER'S PLANS) ATTACHMENT OF RTU AND FAN ROOFTOP CURBS SCALE: NONE FUTURE ICE MACHINE CONDENSING UNIT PRE—FAB ROOF STAND 3—FT X 3—FT X 24"TALL (4) BASEPLATES WILL BE ANCHORED TO STEEL CHANNELS — REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION. COORDINATE WITH ROOFING CONTRACTOR AND GC ON EXACT UNIT RAIL (I —BEAM) CONFIGURATION (TYP EACH BASEPLATE) INSTALL BASE PLATE ANCHORS IN STRICT ACCORDANCE WITH STAND MANUFACTURER'S REQUIREMENTS AS FOLLOWS: AT EACH BASEPLATE, PROVIDE MINIMUM OF (4) 3/8" SAE GRADE 2 GALVANIZED BOLTS WITH NUT AND 3/4"0 WASHER, TO STRUCTURAL A36 STEEL MEMBERS (0.27" MIN. HOST THICKNESS) CONDENSER ROOF STAND DETAIL (FUTURE COOLER CONDENSER) SCALE: NONE PRECISION ALUMINUM PRODUCTS "ALUMA-STAND" IS BASIS OF DESIGN (FL. PRODUCT APPROVAL # 16921.1) STAND SHALL BE LISTED FOR 150—MPH+ WIND LOADING & LOCAL WIND LOADING PER CODE. COORDINATE WITH ROOFING CONTRACTOR AND GC ON EXACT UNIT CONFIGURATION TO SUIT FIELD CONDITIONS (TYP EACH BASEPLATE) INSTALL ANCHORS IN ACCORDANCE WITH STAND MANUFACTURER'S GUIDELINES. IF REQUIRED, CONTRACTOR SHALL PROVIDE ADDITIONAL STEEL ANGLE SUPPORTS REQUIRED TO SPAN JOISTS AT NO ADDITIONAL COST. EXHAUST FAN SCHEDULE GENERAL CONSTRUCTION MARK CFM SONES ESP (IN—WG) ELEC. MOTOR DRIVE TYPE FAN MANUF. MODEL WEIGHT (Ibs) NOTES EF-1 525 8.7 0.375 120V/1PH 1/8—HP DIRECT ROOF DNBLAST GREENHECK G-095 50 Q1 02 -------------------------------------------------------------------------------- NOTE: Ql PROVIDE FAN WITH 18" TALL ROOF CURB, DOWNBLAST HOUSING, FAN SPEED CONTROLLER AT FAN UNDER HOOD, AND BACKDRAFT DAMPER. 1 Q2 DISCONNECT BY ELECTRICIAN. INTERLOCK FOR OPERATION BY FUTURE TENANT CONTRACTOR. SUPPLY AIR4 * RETURN AIR OCONTRACTOR SHALL PROVIDE AND INSTALL AN APPROVED DUCT MOUNTED SMOKE DETECTOR FOR ALL RTU'S DELIVERING 2000 CFM OR MORE. O2 UNIT IDENTIFICATION PLATE SCREWED TO UNIT. O3 DISCONNECT SWITCH. DO NOT MOUNT HIGHER THAN UNIT. O4 PREFAB CURB. OPATE PIPING PLUG FOR CONTROL, DO NOT RUN IN POWER CONDUIT. DO NOT USE "PATE" PIPING PLUGS AS NOTED WHERE UNIT MANUFACTURER HAS PROVIDED OPENINGS INSIDE PERIMETER CURB. OCUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT & PROVIDE STRUCTURAL SUPPORT FOR DECKING. O7 CONDENSATE TRAP (REFER TO DETAIL). ROUTE CONDENSATE AS INDICATED ON DRAWINGS. OFLEXIBLE CONNECTION. OOUTDOOR AIR INTAKE. ANCHOR FAN 1 F DUCT TRAN' TO DAMPER ROOFTOP UNIT DETAIL SCALE: NONE FAN EXHAUST FAN RD SCREEN tE—FAB CURB 1 1 /2" INSULATION ROOF EXHAUST FAN DETAIL SCALE: NONE NOTE: INSTALL FAN 10 FEET FROM ANY SOURCE OF FRESH AIR INTAKE. ROOF ROOF DECK UNDER RTU DUCT SMOKE DETECTOR (TYPICAL) 12"X12" ACCESS PANEL -- BELOW DETECTOR ON ACCESSIBLE SIDE AND BELOW SAMPLING TUBE (TO CLEAN AND INSPECT), BUT LOCATED ABOVE ALL BRANCH DUCTS. SUPPLY DUCT DF DOWN FROM RTU RTU RETURN DUCT DROP DOWN FROM RTU RTU DUCT SMOKE DETECTOR ISOMETRIC DETAIL NOT TO SCALE PIPING STEPANEK- LEWIS 4AND ASSOCIATES )2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 335" PH (813) 991-1248 MATTHEW D. LEWIS, P.E. FL LIC#56189 ---GALVANIZED STRAP AROUND PIPE SCREWED TO NUT INSERTS IN CHANNEL ON BOTH SIDES OF SUPPORT DURA—BLOCK # DB10 RIGID RUBBER PIPE SUPPORT \ WITH CHANNEL ON TOP ROOF CONDENSATE PIPE SUPPORT DETAIL SCALE: NONE RTU Lei ►I[ORN CLEANOUT OVERFLOW PVC CONDENSATE LINE PRIMARY DRAIN DISCHARGE, FULL SIZE OF RTU 1 „ GALV. STRAP TO ROOF GUTTERS z SEE ROOF PLAN SCREW END OF STRAP PROVIDE ROOFING MATERIAL TO PIPE SUPPORT UNDER SUPPORT (GLUE TO SUPPORT) ROOF LPIPE SUPPORT (PROVIDE EVERY 4'-0") RTU CONDENSATE P-TRAP DETAIL SCALE: NONE SUPPLY FANS: THE EVAPORATOR FAN WILL RUN CONTINUOUSLY DURING OCCUPIED HOURS, AND CYCLE ON/OFF WITH COOLING/HEATING WHEN IN UN —OCCUPIED MODE, ACCORDING TO THERMOSTAT PROGRAMMING, AND SUBJECT TO FIRE ALARM SHUTDOWN (DUCT SMOKE DETECTOR). OUTSIDE AIR DAMPER: THE DAMPER CLOSES WHEN THE UNIT IS OFF. DAMPER SHALL OPEN FULLY WHEN SUPPLY FAN STARTS TO BALANCED (FIXED) POSITION AND STAY OPEN DURING OCCUPIED MODE (NO MODULATION). COOLING COIL: THE COOLING COIL AND COMPRESSORS SHALL ENERGIZE TO MAINTAIN SPACE COOLING SETPOINT. (75'F OCCUPIED/ 80'F UNOCC.). DEHUMIDIFICATION: WHEN SPACE TEMPERATURE IS SATISFIED BUT SPACE HUMIDITY IS NOT MET, UNIT SHALL ENTER DEHUMIDIFICATION MODE, AND ENERGIZE COMPRESSOR AND COOLING COIL, WHILE ALSO ENERGIZING THE HOT GAS REHEAT COIL IN STAGES TO AVOID OVERCOOLING. UNIT SHALL REMAIN IN THIS MODE UNTIL HUMIDITY SETPOINT (50%RH, ALL TIMES) IS ACHIEVED OR THERE IS A CALL FOR COOLING. HEATING COIL- THE GAS HEAT EXCHANGER WILL ENERGIZE IN CONTROL STAGES TO MAINTAIN SPACE HEATING SETPOINT. (68'F OCC/60-F UNOCC.). FANS: THE EXHAUST FAN WILL RUN WHEN ANY FUTURE RESTROOM IS OCCUPIED, BASED ON OCCUPANCY SENSOR CONTROL. HIGH EFFICIENCY PACKAGED DX ROOF TOP UNIT SCHEDULE BLOWER COOLING COOLING CAP HEATING CAP POWER MARK CFM O/A CFM ESP IN. WG. POWER NOMINAL TONS ARI EFFIC. EER HP STATIC DRIVE ENT AIR TOTAL MBH SENS. MBH INPUT KW OUTPUT MBH CONDENSER FAN COMPRESSOR MCA AMPS MOCP AMPS AMBIENT TEMP. FILTER TYPE BASE WGT MFG. MODEL NOTES DB WB QTY. FLA QTY. RLA LRA RTU-1 3,400 755 0.8 208V/30 8.5 12.5 2.75 STD 78.6 65.1 95.3 78.5 20.3 69.3 1 4.0 2 15.6/10.0 110/71.0 81.0 90 95'F 2730% 937 TRANE THC102 RTU-1 3,000 180 0.8 208V/30 7.5 12.6 2.75 STD 75.9 62.8 87.4 68.6 13.5 46.1 1 4.0 2 15.9/10.0 110/71.0 57.5 60 95'F 2"/30% 928 TRANE THCO92 0Q2 ©®©©©O09 10 NOTE: PROVIDE WITH 7—DAY A WEEK PROGRAMMABLE THERMOSTAT, MEETING ALL CODE REQUIREMENTS (SEE SPECIFICATIONS). INCLUDE EXTRA LENGTH OF WIRING FOR TEMPORARY MOUNTING 0 PROVIDE MFG'S 14" TALL INSULATED ROOF CURB WITH SHIM KIT IF NEEDED FOR LEVEL UNIT INSTALLATION. Q PROVIDE SINGLE POINT POWER TO UNIT INCLUDING HEAT STRIP (ALL SERVICE DISCONNECTS AND CONVENIENCE OUTLETS BY ELECTRICIAN — NOT FURNISHED WITH RTU) ® PROVIDE MFG'S OPTIONAL BLACK EPDXY CONDENSER COIL COATING. 05 PROVIDE WITH A SECONDARY (AUXILIARY) OVERFLOW DRAIN FLOAT SWITCH IN CONDENSATE PAN, INTERLOCKED WITH FAN MOTOR FOR SHUTDOWN. © PROVIDE HOT GAS REHEAT - DEHUMIDIFICATION SYSTEM AND REMOTE HUMIDITY SENSOR / CONTROL AND EXTRA LENGTH OF WIRING FOR TEMPORARY MOUNTING BY T'STAT. © INSTALL DUCT SMOKE DETECTOR IN SUPPLY DUCT DROP BELOW UNIT (FURNISHED & WIRED BY ELECTRICIAN) ® PROVIDE WITH LOW AMBIENT COOLING AND # COOLING CIRCUITS PER SCHEDULE. 9 FINAL UNIT COOLING CAPACITY, HEATING CAPACITY AND LOCATIONS MUST BE APPROVED BY TENANT AND LANDLORD 10 PROVIDE WITH OUTSIDE AIR INTAKE HOOD WITH WIRE MESH SCREEN, ALONG WITH MOTORIZED 2—POSITION DAMPS 1�1--ir 1v �11-v-% _ 1'r_ 1 `*�111411- e TSTAT TO • • •SENSOR. 'D SUBSTITUTIONS: STARBUCKS REQUIRES THAT RTU'S ARE MANAUFACTURED BY TRANS. SUBSTITUTIONS FOR _TRANE EQUIPMENT WILL NOT BE ACCEPTED UNDER ANY CIRCUMSTANCES. RTU SIZING: THE MECHANICAL ENGINEER OF RECORD FOR THE SWELL WAS SIZED RTU'S BASED ON THE LANDLORD'S LEASE CRITERIA ONLY. THE UNITS SPECIFIED 5WAL.L BE THE BA515 OF TWE CONTRACTOR'S BIDS. PRIOR TO CONSTRUCTION, STARBUCKS WILL PROVIDE A COMPLETE SET OF INTERIOR FINISH —OUT PLANS THAT WILL INCLUDE SIZING OF RTU'S BASED ON OCCUPANT AND EQUIPMENT LOADS WITHIN THE BUILDING. FOR THIS REASON, THE EQUIPMENT SIZES SHOW ON THE SWELL DOCUMENTS ARE SUBJECT TO CHANGE. UNDER NO CIRCUMSTANCES SHALL TWE MECHANICAL CONTRACTOR SUBMIT SWOP DRAWINGS OR ORDER RTU'S UNTIL TWE INTERIOR FINISH —OUT DOCUMENTS HAVE BEEN RECIEVED. THE ARCHITECT SHALL IMMEDIATELY NOTIFY TWE GENERAL CONTRACTOR UPON RECEIPT AND, AT TWAT TIME, WILL MAKE HIM AWARE OF ANY NECESSARY CHANGES. PLUMBING SPECIFICATIONS SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODES SIXTH EDITION (2017), WITH AMENDMENTS, AND LOCAL CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE CODE REFERENCED STANDARDS SET BY NFPA, ASHRAE, ASPE, SMACNA, NEC AND UL. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED, TESTED AND ADJUSTED FOR CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS, EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMOUNG THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE PROCEDING WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS. REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO OWNER. WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND LOADS AS DETAILED IN THE BUILDING CODE. CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS SHALL BE SEALED AIRTIGHT WITH MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED. EQUIPMENT TAGS: ALL EQUIPMENT WILL HAVE A PERMANENTLY FIXED TAG CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S DRAWINGS. FIRESTOPPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS OR FLOORS. THE RATING OF THE FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NFPA-225, UL-723 NOT EXCEEDING: FLAME SPREAD 25 SMOKE DEVELOPED 50 FUEL DISTRIBUTED 50 ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE. SERVICE AND PERMITS: CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL PAY FOR PERMITS. SHOP DRAWINGS: EACH TRADE SHALL PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH PROCEDURES OUTLINED IN DIVISION 1. RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SUBMITTALS SHALL NOT BE RELIEVED BY THE ARCHITECT'S OR ENGINEER'S REVIEW. ENGINEER'S PROCESSING WILL NOT CONSTITUTE A COMPLETE CHECK BUT WILL INDICATE ONLY THAT A GENERAL METHOD OF CONSTRUCTION AND DETAILING IS SATISFACTORY. AT A MINIMUM SUBMITTALS SHALL INCLUDE FIXTURES, VALVES, PIPING, INSULATION AND ACCESSORIES. START-UP: CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES. OPERATING AND MAINTENANCE DATA SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE PARTS UST FOR EACH PIECE OF EQUIPMENT. SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS, IN ORDER TO PROVIDE A "VIBRATION -FREE" RIGID INSTALLATION. DIELECTRIC UNIONS: PROVIDE DIELECTRIC UNIONS OR FLANGES AT CONNECTIONS OR CONTACT BETWEEN PIPES OF DISSIMILAR METALS. WATER PIPING: INSIDE WATER LINES SHALL BE HARD -DRAWN COPPER TUBING, TYPE "L" ABOVE -GROUND, TYPE "K" BELOW -GROUND. PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METAL ARE IN CONTACT. ALL BURIED PIPING SHALL BE PROTECTED FROM CORROSION WITH 3/8" THICK FOAM RUBBER INSULATION WITH SEAMS SEALED WATERTIGHT. WATER PIPING SHALL BE TYPE-L COPPER TUBING, WITH WROUGHT COPPER FITTINGS (ASTM-1388). CONTRACTOR SHALL PROVIDE FOR EXPANSION AND CONTRACTION OF TUBING. TUBING SHALL BE SLEEVED AT PENETRATION OF CONCRETE SLABS OR WALLS. EXPOSED PIPING: EXPOSED PIPING SHALL BE POLISHED CHROMIUM ON EITHER BRASS OR BRONZE. PROVIDE ADA INSULATED WATER AND WASTE LINE COVERINGS FOR WALL HUNG SINKS AND LAVATORIES. VALVES: ALL VALVES SHALL HAVE A MINIMUM OF 125 PSIG WORKING PRESSURE. VALVES AND COCKS MAY NOT BE INDICATED IN EVERY INSTANCE ON THE DRAWINGS, BUT WHETHER OR NOT SHOWN, ALL VALVES, COCKS AND CHECK VALVES NECESSARY FOR THE PROPER OPERATION OF THE SYSTEM SHALL BE FURNISHED AND INSTALLED. INSTALL ISOLATION/SHUT-OFF VALVES AT ALL MAIN RISERS, AND MAIN BRANCH TAKEOFFS. INSTALL ISOLATION/SHUT-OFF VALVES ON EACH INLET AND OUTLET OF EACH PIECE OF EQUIPMENT. PROVIDE A FLANGE OR UNION BETWEEN THE VALVE AND THE EQUIPMENT TO PERMIT DISCONNECTION, REMOVAL AND SERVICE. STERILIZATION OF DOMESTIC WATER SYSTEM: THE ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE THOROUGHLY STERILIZED AS REQUIRED BY THE HEALTH AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION, OR IN THE ABSENCE OF A PRESCRIBED METHOD, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652, OR AS DESCRIBED IN SECTION 610 FBC-P (2017). VENTING: THE STACKS SHALL BE EXTENDED THROUGH ROOF OF BUILDING TO POINTS NOT LESS THAN 12" ABOVE ROOF. VENTS SHALL BE OFFSET AS REQUIRED TO PENETRATE ROOFS AT LEAST 3 FEET FROM THE RIDGE OR EDGE OF BUILDING AND 10 FEET FROM ANY FRESH AIR INTAKE OR OPERABLE WINDOW OR DOOR. SANITARY, WASTE. GREASE, STORM AND VENT PIPING: ALL BELOW AND ABOVE GROUND PIPING AND FITTINGS SHALL BE SCHEDULE 40 PVC-DWV. (SOLID CORE) SLOPE OF SANITARY OR DRAINAGE PIPING 2-1/2" AND SMALLER SHALL BE A MINIMUM OF 1/4" PER FOOT; PIPING 3" AND LARGER SHALL BE SLOPED A MINIMUM OF 1/8" PER FOOT. CLEANOUTS WILL BE LOCATED NOT MORE THAN 100 FEET APART AND AT EACH CHANGE OF DIRECTION GREATER THAN 45' ALONG THE HORIZONTAL DRAIN. CLEANOUTS SHALL BE INSTALLED AT BASE OF EACH STACK. CONCEALED CLEANOUTS SHALL HAVE CAST BRASS CHROMIUM PLATED FLAT ACCESS COVER PLATE. PLUMBING FIXTURES AND TRIM: PLUMBING FIXTURES SHALL BE FURNISHED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH PROPER CONNECTIONS TO SUPPLY AND DRAINAGE PIPING. ALL FIXTURES SHALL BE FREE OF FLAWS AND DEFECTS OF ANY SORT IN MATERIAL AND WORKMANSHIP AND SHALL OPERATE PERFECTLY WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CONTRACTOR SHALL PROVIDE ROUGH -IN, AND SHALL CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS. ALL FIXTURES TO BE PROVIDED WITH CHROME -PLATED SUPPLIES AND STOPS. PROVIDE 17 GAUGE CHROME -PLATED BRASS TRAPS FOR ALL FIXTURES WITHOUT INTEGRAL TRAPS. PROVIDE CONCEALED ARM CARRIERS AND SUPPORTS FOR ALL FIXTURES REQUIRING SAME. TESTING: TEST ALL WASTE AND VENT PIPING FOR A PERIOD OF NOT LESS THAN 8 HOURS BY CAPPING OR PLUGGING. ALL JOINTS TO A LEVEL OF THE HIGHEST FIXTURE OR FITTINGS. FILLING THE SYSTEM WITH WATER, AND OBSERVING FOR LEAKS. TEST WATER PIPING AT 100 PSIG FOR A PERIOD OF 8 HOURS, OBSERVING FOR ANY VISIBLE LEAKS. TEST PIPING AGAIN WITH FIXTURES INSTALLED. REPAIR ANY LEAKS FOUND BY REMAKING JOINT. DO NOT USE CAULKING OR SIMILAR METHODS TO CORRECT LEAKS. UPON REPAIRING ANY LEAKS FOUND. AGAIN TEST THAT PORTION OF THE SYSTEM AS DESCRIBED ABOVE. EQUIPMENT FURNISHED BY OTHERS: WHERE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE ALL PIPING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. THIS WORK SHALL INCLUDE FURNISHING AND INSTALLATION OF ALL WATER AND DRAIN PIPING. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS OF EQUIPMENT MANUFACTURER. GUARANTEE: THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT 1S FULLY COMPLETED AND THE CONTRACTOR HAS RECEIVED THE FINAL PAYMENT AND CERTIFICATION OF COMPLETION. ALL EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND LABOR, FOR ONE YEAR FROM THE DATE OF THE CERTIFICATE OF COMPLETION. REPAIRS MADE DURING THIS PEROID MUST BE FULLY GUARANTEED FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRS. IN ADDITION, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIAL INSTALLED. SUBSTITUTIONS: CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS THAT REQUIRE CHANGES TO THE OTHER BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS, ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL RE -DESIGN COSTS AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY OF SUBSTITUTION. ENGINEER RESERVES THE RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL PROVIDE SPECIFIED OR EQUIVALENT MATERIALS/EQUIPMENT AT NO ADDITIONAL COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED. KEY NOTES ON PLAN: O 4"GREASE WITH CLEANOUT 5-FT INSIDE REAR WALL LABELED "GREASE" (PROVIDE MAXIMUM DEPTH INVERT - APPROX. 19" BFF AVAILABLE). 2O 4-SANITARY WITH CLEANOUT 5-FT INSIDE REAR WALL (MIN 27" BFF). O3 1-1 /2""CW TO BUILDING, PROVIDE BALL VALVE AT 247AFF, THEN ROUTE UP INSIDE BUILDING TIGHT TO WALL & UP WITHIN JOISTS. OFFSET UNDERGROUND WATER ENTRY T01 ORNER OF BUILDING AS SHOWN & AVOID ELECTRICAL GEAR. 4O EXTEND 1-1/2"C TO BOOSTER PUMP # BP-1. © EXTEND 1-1/2" CW FROM BP-1 TO BALL VALVE WITHIN JOISTS. 0 7O ROUTE 3/4-CW PIPING BEFORE BP-1, WITHIN JOISTS TO EACH HOSE BIBB. ® 3"VTR ON ROOF FOR FUTURE TENANT CONNECTION. (LOCATE 10-FT FROM ALL FRESH AIR INTAKES) 90 SEE CIVIL FOR CONTINUATION 5-FT FROM BUILDING. 10 REFER TO CIVIL PLANS FOR 5/8"CW TO AND HOSE BIBB AT DUMPSTER ENCLOSURE. 11 1,250-GALLON GREASE INTERCEPTOR PER CITY OF ZEPHYRHILLS STANDARD DETAILS S-15. Q ROUTE 2"VENT UNDERGROUND TO BUILDING, THEN ROUTE UP TIGHT TO WALL AND CONNECT TO 3"VTR WITHIN JOISTS. NOTE ON SITE UTILITIES: CONTRACTOR SHALL FIELD VERIFY LOCATIONS & INVERTS OF ALL UTILITY MAINS (I.E. SEWER, DOMESTIC WATER, ETC.) PRIOR TO ANY INSTALLATION OR CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING ANY FURTHER. NOTE. PLEASE REFER TO CIVIL ENGINEER'S UTILITY PLANS FOR FURTHER REFERENCE AND CONTINUATIONS BEYOND 5-FT FROM BUILDING. FIELD COORDINATE WITH SITE CONTRACTOR PRIOR TO ANY INSTALLATION OF UNDERGROUND PIPING. DOMESTIC WATER PRESSURE REQI�RENENTS: THE DOMESTIC WATER SERVICE SHALL BE A MINIMUM OF 50 PSI AND NO GREATER THAN 65 PSI DYNAMIC PRESSURE AT THE POINT OF BUILDING ENTRY. IF THE SERICE STATIC IS OVER 65 PSI, A PRESSURE REDUCING VALVE TO BE PROVIDED BY THE SHELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER 50 PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE TANK SHALL BE PROVIDED AND INSTALLED. IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO THE BUILDING, THE PLUMBING CONTRACTOR SHALL PERFORM A PRESSURE TEST. SHOULD THE PRESSURES NOT MEET THE ABOVE STATED CRITERIA, THE GENERAL CONTRACTOR SHALL PROVIDE RESULTS TO THE ARCHITECT AT THE EARLIEST POSSIBLE DATE. THE ARCHITECT WILL THEN PROVIDE THE NECESSARY DESIGN REMEDIES TO THE CONTRACTOR FOR PRICING, PERMIT AND CONSTRUCTION. PLUMBING FLOOR PLAN SCALE: 1/8' = V-0" STEPANEK-LEWIS' 4AND ASSOCIATES )2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 335" PH (813) 991-1248 CERT. AUTH. # 8397 18-04� MATTHEW D. LEWIS, P.E. FL LIC#56189 PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN GREASE PIPING GR GR VENT PIPING V ----------- DOMESTIC COLD WATER CW - - - - DOMESTIC HOT WATER HW BALL/ISOLATION VALVE BV DUAL -CHECK BACKFLOW PREVENTER GRADE CLEAN OUT COTG COTG� FLOOR CLEAN OUT FCO FCO PIPE TURNING UP o- - PIPE TURNING DOWN C - CAPPED PIPING E- - BELOW FINISHED FLOOR BFF TYPICAL ITEM TYP NOTE ON ROOF DRAINAGE: ALL ROOF DRAINAGE DESIGNED BY ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR SIZES, QUANTITIES AND LOCATIONS OF GUTTERS, ROOF DRAINS, SCUPPERS, DOWNSPOUTS, ETC. GAS TIGHT MANHOLE FRAME AND COVER - FOR TRAFFIC DUTY ANTICIPATED 20" DIAMETER MINIMUM. INLET 4 MINIMUM. ................. ...... - ............. ...... ... ..... ................. ... ... .......... .......... _c(c CLEANOU.T T PLAN VIEW GRADE FOR PAVING SELF SEALING MANHOLE COVER INLET & OUTLET SHALL BE ACCESSIBLE UNDER MANHOLE COVER 22" DIA. PRECAST AS REQUIR CLEANOUT MANHOLE BARREL SECTION 9 P - TEE -� 7 OUTLET 4" MINIMUM CLEANOUT. TOP REINFORCED FOR TRAFFIC ANTICIPATED. 6" THICK CONC. PA. TYP INLET- - 4" PIPE MIN.' OR EQUAL TO �2 1/2" MIN. INLET S" MIN GROUT WATER LEVEL z PRECAST CONCRETE - GREASE OR SEPTIC TANK (OTHER TYPES SHALL BE SUBMITTED FOR REVIEW) MINIMUM 2/3 OF TOTAL 250 GAL. MIN, o LIQUID CAPACITY OR 1/3 TOTAL CAPACITY MAXIMUM NOTES STRUCTUAL DESIGN OF GREASE TRAP SHALL BE IN ACCORDANCE WITH CHAPTER lOd-5 OF FLORIDA ADMINISTRATIVE CODES. 1/3 8Tr SECTION GROUT OUTLET MIN, 2" BELOW INLET GREASE TRAP NOT TO SCALE NOTES 1. ACCESS FOR MONITORING THE INLET AND OUTLET PIPE FITTINGS OR BAFFLES SHALL BE PROVIDED FROM MANHOLES. CLEANOUTS SHALL BE INSTALLED BEFORE THE FIRST GREASE INTERCEPTOR AND WITHIN TWO FEET AFTER THE LAST INTERCEPTOR IN THE SERIES. 2. GREASE INTERCEPTOR (OR INTERCEPTORS) SHALL BE DESIGNED TO PRODUCE A CLARIFIED EFFLUENT ACCEPTABLE TO THE CITY OF ZEPHYRHILLS STANDARDS. CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 smi 5 GREASE TRAP SIZING RESTAURANTS SEATS = 69 DINING SEATS GALLONS OF WASTE PER SEAT = 10 GALLONS (10-SINGLE SERVICE; 25-DISHMACHINE/CHINA) HOUR OF OPERATION = 16 HOURS / 12 LOADING FACTOR = 1.0 OTHER HIGHWAY 69 X 10 X 16/12 X 1.0 = 920 (1) 1,250-GALLON GREASE INTERCEPTOR REQUIRED SIZING BASED ON FL.ADMIN.CODE RULE#64E-6, PER FBC-PLBG, 1003.3.4, EXCEPTION, USING AN OUTDOOR GREASE INTERCEPTOR. GREASE INTERCEPTOR SIZING; THE PLUMBING ENGINEER OF RECORD FOR THE SHELL HAS SIZED GREASE INTERCEPTOR BASED ON HE TENANT'S PROPOSED USE. THE UNIT SPECIFIED SHALL BE THE BASIS OF THE CONTRACTOR'S BIDS. PRIOR TO CONSTRUCTION, STARBUCKS WILL PROVIDE A COMPLETE SET OF INTERIOR FINISH -OUT PLANS THAT WILL INCLUDE SIZING OF GREASE INTERCEPTOR. FOR THIS REASON, THE SIZE SHOWN ON THE SHELL DOCUMENTS ARE SUBJECT TO CHANGE. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR SUBMIT SHOP DRAWINGS OR ORDER GREASE INTERCEPTOR UNTIL THE INTERIOR FINISH -OUT DOCUMENTS HAVE BEEN FINALIZED. THE ARCHITECT SHALL IMMEDIATELY NOTIFY THE GENERAL CONTRACTOR UPON RECEIPT AND, AT THAT TIME, WILL MAKE HIM AWARE OF ANY NECESSARY CHANGES. a cV ROOF DECK PROVIDE SLEEVE I REQUIRED BY R00 DECK ET iv NOTE: MOUNT FROM JOISTS WITH (2) UNISTRUT, 1 /2" RODS, AND BEAM CLAMPS PACKAGED BOOSTER SYSTEM SCHEMATIC SCALE: NONE CLEANOUT & ACCESS COVER TO BE FLUSH W/TOP OF FLOOR -1 BALANCE OF PIPING SAME AS CLEANOUT TO GRADE �� BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. FLOOR CLEANOUT (FCO) SCALE: NONE FLOOR LINE PROVIDE A ONE PIECE SPUN ALUMINUM BASE, WITH GRADULATED STEPPED PVC BOOT, AND ADJUSTABLE STAINLESS STEEL CLAMPS. ROOF MASTIC Il ROOF DECK `ANCHOR PIPE TO ROOF DECK OR JOIST WITH U-BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO ROOF DECK OR JOIST. STEPANEK-LEWIS AND ASSOCIATES 2257 TWELVE OAKS WAY, SUITE 103 WESLEY CHAPEL, FL 335" PH (813) 991-1248 MATTHEW D. LEWIS, P.E. FL UC#56189 PROVIDE TRANSITION TO / rHUBLESS PIPE CONNECTORS 3" VENT THRU ROOF / REFER TO PLANS FOR VTR LOCATIONS. PROVIDE MINIMUM OF 10 FT FROM ALL FRESH AIR INTAKES. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE OF BUILDING WITHIN 6 FT OF VTR VENT THRU ROOF DETAIL COORDINATE VERIFY AND COUNTER FLASHING WI H ROOFING CONTRACTOR. SCALE: NONE GRADE OR PAVING CLEANOUT ASSEMBLY SAME SIZE AS SEWER UP TO 8" DIA. SEWER MATERIAL AND SIZE AS SPECIFIED -COVER FOR DUTY REQUIRED JIF 6" THICK CONCRETE LONG SWEEP 1 /4 BEND OR COMBINATION "Y" AND 1 /8 BEND 2—WAY GRADE CLEANOUT DETAIL (COTG) SCALE: NONE FIXTURE & CONNECTION SCHEDULE BRANCH SIZE FIXTURE TAG MANUFACTURER/MODEL REMARKS DRAINAGE WATER WASTE VENT COLD HOT FLOOR CLEANOUT FCO -- -- -- -- ZURN # Z1400-ZB "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST-IRON, POLISHED BRONZE TOP, ADJUSTABLE TO FLOOR FINISH. HOSE BIBB HB-1 -- -- 3/4" -- WOODFORD # B65 HOSE BIBB: FREEZELESS WALL HYDRANT, FLUSH WALL BOX, POLISHED BRASS FACE PLATE, BRONZE CASING, HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER, WHEEL HANDLE. T-KEY FOR BOX. BOOSTER PUMP BP-1 -- -- 2" -- DURAMAC # 17052RO20PC1 SEPARATE LINE ITEM - PACKAGED DOMESTIC WATER PRESSURE BOOSTER SYSTEM. SYSTEM TO INCLUDE 3/4-HP MOTOR AT 120-VOLTS, PROVIDING 40-PSI BOOST, PROVIDE SEPARATE NOTE :ONLY REQUIRED IF SITE PRESSURE CANNOT MEET TENANT 10-GPM. PROVIDE ALL COMPONENTS NECESSARY FOR COMPLETE INSTALLATION INCLUDING, BUT NOT LIMITED TO: 2-GALLON TANK, UNIONS, BALL VALVES, AND LINE ITEM PRICE MINIMUM PRESSURE IN LEASE. PRESSURE REDUCING VALVES. Goff .G��RGEPj� 2VfNf TOTAL DRAINAGE FIXTURE UNITS ALLOWABLE PER FBC-P TABLE 710.1(1) = 180 DFU AT 1 /8" PER FOOT SLOPE. SANITARY ISOMETRIC RISERS SCALE: NONE �0 0 3/4"CW 3/4"CW 1-1 /2"CW SERVICE � 1-1/2"CWj--1-1/2"CW NOTE: BP-1 TO BE MOUNTED ON SLAB SIB \ 3/4"CW---// He, TOTAL WATER FIXTURE UNITS ALLOWABLE PER FBC-P TABLE E201.1 = 151 WFU NOT MORE THAN 200-FT WATER ISOMETRIC RISERS SCALE: NONE FAI NOTES cv I. CONDUIT RUN BELOW 6RADE SHALL BE PVC, SCHEDULE 40. ELBOWS 2" AND E LAR6ER SHALL BE 6ALVANIZED RI61D CONDUIT(5). RISERS SHALL BE R1610 STEEL CONDUIT(5) WHERE EXPOSED TO OUTSIDE El EMENT5. REFER TO N SPECIFICATIONS. , E 2. ALL UNDERGROUND SITE CONDUIT SHALL BE BURIED A MINIMUM OF 36 INCHES R DEEP BELOW FIN15HED GRADE TO TOP OF CONDUIT UNLE55 OTHERWISE NOTED. 3. PROVIDE COLOR TAPE FOR IDENTIFICATION AT 18 INCHES DEEP (ABOVE A SERVICE CONDUIT RUNS) PER N.E.G. 300-5 (0) (3). L 4. ALL TURNS SHALL BE MADE WITH LONG SWEEP ELLS. 5. CONTRACTOR SHALL PROVIDE ALL EXGAVATIN6 AND BACK EILLIN6 REQUIRED FOR ALL NEW WORK INGLUDIN6 FILL, COMPACTION, SURFACE, ETG. TO MEET ALL S REQUIREMENT5 AS APPLICABLE FOR THE AREA. 6. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL DETERMINE THE PRESENCE AND LOCATION OF ANY UNDER59ROUND RACEWAYS SUCH AS T TELEPHONE, ELECTRIC POWER, WATER, 6A5, 5EWA6E LINES, ETC. WHETHER PREVIOUSLY EXISTING OR AS INSTALLED BY OTHER TRADES, TO AVOID E INTERFERENCE WITH ANY SUCH SYSTEM. 1. ALL SPARE, EMPTY CONDUITS SHALL BE LABELED A5 TO THEIR FUNCTION. 8. CONTRACTOR SHALL MAINTAIN AN A5-BUILT DIMEN51ONAL DRAWIN6 ON 51TE 5HOWIN6 ALL UNDERGROUND SERVICE ROUTING AND TERMINATION POINTS. q. CONTRACTOR SHALL MEET ON 51TE WITH REPRE5ENTATIVE5 OF THE UTILITY COMPANIES INCLUDING POWER, TELEPHONE, AND GABLE TO DETERMINE THE FOLLOWING: (PRIOR TO BID AND PRIOR TO ROUGH IN). POWER COMPANY: A - VERIFY EXACT TRAN5FORMER(5) LOCATION PRIOR TO BID. B - VERIFY PRIMARY CONDUIT WORK REQUIRED AND RESPONSIBILITY PRIOR TO BID. G - VERIFY METERING METHOD AND REQUIREMENTS, IF DIFFERENT FROM WHAT 15 SHOWN ON THE DRAWIN65, NOTIFY ENGINEER IMMEDIATELY. TELEPHONE COMPANY: A - OR161NATION AND TERMINATION OF THE SERVICE CONDUITS. B - INSTALLATION SPEGIFIGATION5, 517E AND QUANTITY REQUIRED. HOWEVER, MAINTAIN QUANTITY AND 51ZE5 SHOWN ON PLANS, IF IN EXGE55 OF UTILITY REQUIREMENTS. NOTE: CONTRACTOR'S FAILURE TO COMPLY WITH THESE COORDINATION PROGEDURE5 WILL CONSTITUTE THE CONTRACTOR A55UMIN6 ALL COSTS ASSOCIATED WITH REPLAGIN6 ANY AND ALL WORK ALREADY IN PLACE TO MEET UTILITY COMPANIES' RULES AND REQUIREMENTS. NbB UTILITY GONTAGTS POWER COMPANY: DUKE ENERGY NAME: DARRYL FOSHEE PHONE No.: 02"055q-4002 EMAIL: DARRYL.FO5HEE@DUKE-ENERGY.COM TELEPHONE COMPANY: FRONTIER NAME: THOMAS FAULKNER PHONE No.: 013) 348-3824 EMAIL: THOMAS.FAULKNER®FTR.COM CONTRACTOR SHALL NOTIFY EACH UTILITY COMPANY REPRESENTATIVE L15TED ABOVE OF THE PRE-GONSTRUGTION MEETING SCHEDULE. PYLON OR MONUMENT SIGN DIRECTIONAL SIGNS -T-- I., POWER KEY NOTES S QI CLEARANCE BAR, NON -LIT. I O PROPOSED STARBUCKS PANEL LOCATIONS. T 3O PROVIDE ONE I" CONDUIT WITH PULL WIRE FROM WEATHERPROOF JUNCTION BOX AT PROPOSED 516N LOCATION AND RUN E UNDERGROUND BACK TO "TIME CLOCK/CONTACTOR PANEL" SEE DTE DETAIL THI5 SHEET. Q ELECTRICAL SERVICE LOCATION. SEE POWER RISER DIAGRAM ON SHEET E3.0. 0 SECONDARY POWER CONDUITS, FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. SEE POWER RISER DIAGRAM ON SHEET E3.0. TWO 2" CONDUITS WITH PULLWIRE BY ELECTRICAL CONTRACTOR FOR TELEPHONE SERVICE. CONDUIT TO BE 5TU55ED UP IN SPACE AT A LOCATION IDENTIFIED BY TENANT. O ONE 2" CONDUIT WITH PULLWIRE BY ELECTRICAL CONTRACTOR FOR GABLE T.V. SERVICE. CONDUIT TO BE 5TU55ED UP IN SPACE AT A LOCATION IDENTIFIED BY TENANT. O8 NEW POLE WITH 3-PH., 120/208V., POLE MOUNTED TRAN5FORMER5 BY UTILITY COMPANY. REFER TO POWER RI5ER DIAGRAM ON SHEET E3.0 FOR ADDITIONAL DETAILS. VERIFY EXACT LOCATION AND REQUIREMENTS WITH UTILTIY, SEE CONTACT INFORMATION BELOW. PRE MENU BOARD. SEE DTE DETALIL THIS SHEET. 10 SPEAKER P05T ORDER CONFIRMATION SYSTEM WITH DETECTABLE LOOP. SEE DTE DETAIL THIS SHEET. I i MENU BOARD SEE DTE DETAIL THI5 SHEET. 12 TERMINATE TELEPHONE CONDUITS AT PROPERTY LINE. COORDINATE WITH PHONE COMPANY REPRESENTATIVE. 13 TERMINATE GABLE CONDUITS AT PROPERTY LINE. GOORDINATE WITH UTILITY COMPANY REPRESENTATIVE. 14 TELE/DATA STUB -UP PROPOSED LOCATION. SEE SHEET E2.0 FOR LOCATION. 15 4 - #&, I - #6 E.6. IN 1-1/4" CONDUIT. I6 OPTICS ORIENTATION FOR THE 51TE LIGHT FIXTURE. FIXTURE 15 PROVIDED WITH DUAL SWITCHING OPTION (05) SEE FIXTURE 50HEOUI E. IS 51TE POLE AND FIXTURE, SEE LIGHTIN6 FIXTURE SCHEDULE ON THIS SHEET AND SHEET E1.1 FOR POLE DETAIL. Iq ONE GIRGUIT CONTROLLED VIA PHOTOCELL ON TIMEGLOGK OFF AND ONE CIRGUIT CONTROLLED VIA PHOTOCELL 'ON', PHOTOCELL 'OFF'. PATIO RECEPTACLE. EQUAL TO INTERMATIC HP-2000 WITH 6F1, WEATHER RESISTANCE 20AMP OUTLET. FIELD VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. IN5TALLATION SHALL BE PER MANUFACTURER RECOMMENDATION/IN5TRUGTIONS. PROJECT SCOPE: THE WORK SHOWN ON THESE DOCUMENTS REPRESENT THE LANDLORD SCOPE OF WORK (MODIFIED SHELL DOCUMENT). ALL INTERIOR WORK INCLUDING INTERIOR LIGHTING, ADDITIONAL PANELS, WIRING, ETC... 15 PART OF TENANT IMPROVEMENT DOGUMENT, THAT 15 DE-51&NED AND PERMITTED SEPARATELY. EXTERIOR INTERIOR D05 BACK OF HOUSE WHIP X3 TIME CLOCK/ CONTACTOR INTERIOR PANEL ELECTRIC PATO PT P05 DATA; < DGB MENU RAGK ( DT P05 AREA I" SPARE - r -DATA 11, POWEF I" SPARE 5/4" TO DETECTOR LOOP I" POWER I" LOOP SPEAKER, MIC I" KANEX, CAMERA, SPARE (5) 1" SPARES E THRU POOTER E (2) 1" TO PATIO E 5EATIN6 AREA 9 DTE CONDUIT SGHEMATIG NOT TO 56ALE 6ENERAL NOTE: PROVIDE PULL WIRE IN ALL EMPTY CONDUITS AND LABEL CONDUITS AGC.OR0I146LY TO THEIR FUNCTION. KEYNOTES O PROVIDE (1) 1" PVG CONDUIT FOR POWER CONNECTION TO 5TAR UCK5 MONUMENT 516NA&E. PROVIDE A WEATHERPROOF JUNCTION BOX. O2 PROVIDE (1) 1" PVG CONDUIT FOR POWER CONNECTION TO PRE -MENU 516N AND (1) 1" PVG CONDUIT WITH PULL 5TRIN6 GONTINUOUS TO TELEPHONE BOARD FOR DATA CONNECTION. PROVIDE A WEATHERPROOF JUNCTION BOX. II O PROVIDE (1) 1" PVC CONDUIT FOR FUTURE USE TO MENU 516N AND TO PRE -MENU SIGN. O PROVIDE (1) 1" PVC CONDUIT FOR POWER CONNECTION TO MENU 516N AND (1) In PVC CONDUIT WITH PULL STRING CONTINUOUS TO TELEPHONE BOARD FOR DATA GONNEGTION. PROVIDE A WEATHERPROOF JUNCTION BOX. �TeTOOR O PROVIDE (2) 1" PVG CONDUITS FROM 065/5PEAKER P05T LOOP (AKA DO5/DG5) TO DRIVE-THRU WINDOW. O PROVIDE (1) 1" PVG CONDUIT FROM OG5/5PEAKER P05T (AKA D05/DGB) TO ELECTRICAL PANEL. PROVIDE A WEATHERPROOF JUNCTION BOX. O PROVIDE (1) 1" PVG CONDUIT FOR POWER CONNECTION TO 5TARBUGK5 DIRECTIONAL 516NA6E. NOTE THAT UP TO THREE DIRECTIONAL 516N5 CAN BE SERVED BY A 51N6LE CIRCUIT. ADDITIONAL 516N5 REQUIRE A NEW DEDICATED CIRCUIT AND CONDUIT. PROVIDE A WEATHERPROOF JUNCTION BOX. OS PROVIDE (1) 3/4" PVG CONDUIT FOR EACH OF TWO TENANT-FURN15HIED DETECTOR LOOP 5ET5 IN COORDINATION WITH TENANT GON5TRUGTION MANAGER. O PROVIDE (3) SPARE I" PVC CONDUIT THRU FOUNDATION WALL OUT REAR OF 5UILDIN6, GAPPED AND TERMINATED ABOVE CEILING. VERIFY LOCATION OF STUB -UP WITH TENANT'S REPRESENTATIVE. 10 PROVIDE (1) 1" PVC CONDUIT TO CANOPY UPLIGHT FROM El EGTRIGAL PANEL. II PROVIDE (1) 1-1/2" CONDUIT FROM DATA RACK ® MANAGER WORKSTATION TO DRIVE-THRU BUMP. 12 EMPTY CONDUIT5 WITH PULL WIRE 15 PROVIDED UNDER THESE DOCUMENTS. ALL WIRING AND CONTROLS ARE PROVIDED AS PART OF INTERIOR DE516N DOGUMENTS. 13 PROVIDE (2) 1" PVC CONDUIT TO PATIO AREA FROM ELECTRICAL PANEL. ARBOR RIDGE DRIVE L I ONT I NO F I XTURE SG RULE S I TYPE MANUF. GATALOG NO. VOLT LAMPS LOAD (H) MOUNTING T SA LIT140NIA D5Xi-LED-P&-4OK- 20& LED 20- T4M-MVOLT-05-H5 55 LITHONIA 05XI-LE0-pq-4OK- 20& LED 24.1 CONCRETE POLE T5W-MVOLT-05 2&'-0" A.F.6. SEE SHEET E1.1 5G LITHONIA D5XI-LED-P&-4OK- 20& LED 201 FOR POLE DETAIL BLG-MVOLT-D5 SD LITHONIA D5XI-LED-PI3-4OK- 20& LED 251 T5W-MVOLT-05445-00 GENERAL NOTES: I. PROVIDE NECESSARY MOUNTING HARDWARE AND 3. FIXTURE AND POLE FINISH COLOR A5 ACGE55ORIE5 FOR ALL FIXTURES. SELECTED BY ARCHITECT/DEVELOPER. 2. ALL FIXTURE SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (EQUAL5 ONLY). UTILITY COORDINATION: TO THE BEST OF OUR ABILITY THE SERVICE HAS BEEN COORDINATED WITH THE UTILITY COMPANY REPRE5ENTATIVE(S) FOR: I - TRAN5FORMER(5) LOCATION. 2 - CUSTOMER RESPONSIBILITY. 3 - REQUESTED VOLTAGE 4 AVAILABILITY. IT 15 THE CONTRACTOR RESPONSIBILITY TO REV151T THESE ITEMS WITH UTILITY PROJECT ENGINEER TO VERIFY THAT THE CURRENT DE51ON SHOWN ON THE CONSTRUCTION DOCUMENT(5) ARE 5TILL IN COMPLIANCE WITH THE UTILITY PLANS TO SERVICE THI5 SITE. ANY COST A55OCIATED WITH UTILITY FEE5 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADDRE55 WITH THE DEVELOPER. THI5 COORDINATION SHALL BE A PART OF 51TE MEETING TO BE SCHEDULED BY THE CONTRACTOR WITH THE UTILITY PERSONNEL PRIOR TO THE START OF THE PROJECT. GOORDINATION SHALL AL50 BE MADE WITH TELEPHONE AND GABLE SERVICE REPRESENTATIVE(5) FOR VERIFICATION OF THEIR REQUIREMENT5 INCLUDING POINT OF CONNECTION AND TERMINATION POINTS. N55 ELEGTRIGAL 51TE PLAN SCALE: I" = 20'-0" CHEHAYEB & ASSOCIATES, INC. CONSULTING PROFESSIONAL G EERS cTs 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 SOUHEI CH YEB / CERT. #7340 1 - �/ G O N G E T E P O L E 17 0 0 Ln m 00 00 n: DETAIL NOT TO SCALE NOTES: OI DIRECT BURIAL POLE SHALL BE RATED FOR HIND VELOCITY PER FBG 201-1 bTH EDITION. GALGU 5H BE BASED ON THE EPA VALUE FOR THE LUMINAIRE SHOWN PER POLE. LATION ALL 2 ELECTRICAL CONTRACTOR TO COORDINATE THE TYPE OF TENON OR MOUNTING REQUIRED WITH THE O FIXTURE MANUFACTURER, TO MOUNT THE SITE LIGHT FIXTURE TO THE POLE AS INTENDED AND INDICATED. ONO. b 6ROUND CONDUCTOR, FURNISHED WITH THE POLE, BONDED AT THE J BOX AT THE BOTTOM OF THE POLE, SEE NOTE #i, AND TO THE EQUIPMENT 6ROUND CONDUCTOR RAN WITH THE CIRCUIT FROM THE DE516NATED PANEL IN THE BUILDING. OLUMINAIRE. SEE FIXTURE SCHEDULE ON THE 51TE LI(5HTIN6 PLAN FOR QUANTITY, TYPE, AND OPTIC ORIENTATION. PROVIDE PROPER BRACKETS TO MOUNT THE FIXTURE AS SHOWN ON THE PHOTOMETRIC PLAN. COORDINATE HITH THE FACTORY AND PROVIDE BRACKET OUT SHEET TO THE ENGINEER FOR APPROVAL PRIOR TO RELEASE. OHAND HOLE AT IS" A.F.G. b CONDUIT, EXTEND TO PULL BOX OR NEXT POLE AS REQUIRED. O5/4" x 10'-0" COPPER GLAD 6ROUND ROD FOR LI6HTNIN6 PROTECTION. CONNECTION TO THE GROUND ROD 5HALL BE MADE VIA A U.L. L15TED MECHANICAL CONNECTION. OSEE ELECTRICAL 51TE PLAN FOR CONDUIT AND WIRE 51ZE5 AND DESTINATION PANEL. WIRE SIZE UP THE POLE 5HALL BE SAME 51ZE FEEDING THE POLE. Oq PROVIDE FLUSH IN GRADE (12"Xi2"XI2" MINIMUM) WEATHERPROOF ELECTRIC HANDHOLE ENCLOSURE. ELECTRICAL HANDHOLE ENCLOSURE SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH N.E.G. ARTICLE 314,30 "HANDHOLE ENCLOSURES". THESE 5OXE5 SHALL BE USED AS PULL BOXES ONLY, NO TERMINATIONS 5HALL BE MADE IN THESE 13OXE5 EXCEPT FOR THE GROUND CONDUCTOR. LOCATE BOX WITHIN 3'-0" OF POLE BASE, WHERE P05515LE. THE BOX SHALL BE LOCATED IN A LANDSCAPE AREA ONLY AND NOT SUSCEPTIBLE TO ANY TRAFFIC CONDITION. COVER SHALL BE RATED FOR THE LOAD IMP05ED UPON IT, AND SHALL BE PROVIDED WITH LOGO 5TATING "ELECTRICAL". <@>DEPTH OF THE EMBEDMENT OF THE POLE SHALL BE AS RECOMMENDED BY POLE MANUFACTURER TO MEET REQUIRED WIND LOADING. MINIMUM EMBODIMENT 5HALL NOT BE LE55 THAN 8'-O". I PROPERTY LINE - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - ARBOR RIDGE DRIVE ........... I 1.2 1.9 12'12 ; �.5 12.4 2A 12.3 )-.8 ) .8 12.1= 1.7 12.3 %.4 ,: 13 zb 'S.1::.:: .- .. ).8- '2 2 1.8 - ).7 '1.4 0.8 A0.5 _. �> v SC-2 @ 28' f 1 8 2.6 2.9 � .1 3.1 � .1 3.2 ..4 .. �3:1: 3 1 2.7 .0 :::::::: -3.6 : - 13.7 13.6 14:7 15.0 4.8 4:4 ..... 4.2..... 4:.1.. _ 3 0 _- 33 6 1.8 2.6 2.3 •, 1.3 0.8 r --� 2.4 , 3.8 4.0.73433.4 3.7 .93.93G43 4 i �'2.6 4.0 4.8 4.36.3 6.0.9.2 4.8 4.9 42 4„4 3.83.6 ' .,3.5 ::0 1.3 I . .. ...... ..._. 4.04.1 '4.1 `4.0 4.2 .6 +1.9 ._.._ 4.0 __.. _..3.3.92.9.1364047"4.+2 7 4.34.5 4.2 6i8 '3.2 I +2.2 5TARBUCK5 CONSTRUCTION 2.5, ::::).b..7:4,1.3 3.9 1 .. 3.9 3.2 ......:.7 ._. .2w3__. ._..1,L.43038 (' ; 4.7 2 �.3 i 2.7 I gl 4. i t I 2 2 :: .6._:W. (' 4.4 4 1------------ 33 i € i3.02.5. 2.3 _ :. Q = 9Z22.93 7 j 4.65 2 4 2. --- �. 9 _. _� _ __... __..._ SC-1 28' ...._. i i 2.3 7... 4.2 4.5 4.2 ,9__._.,.. .7_-i 19-... _ ,2_ _...- . .0 .... __, .4._._.._.._.. 1 .1. �2.0 12.._1.-. 1,8 2.9 7 ..__...-,2.4-- :.�2.3-. L.3 2.4 3.0 3 8 4; .2 ,f 3.4 2.9 I F � L 2 6 3.9 4.4 4.6 4.2 4.1 3.9 3.2 12.5 2.1 2 1 2.1 ,1 2.2 2.6 3.(} 3 1 �.9 2.7 2.6 2.5 2:7 3 2 4.9 .3 3.4 2.8 I W Z SB2Q28' S - 28'- I ; B �• 33 9 *44 '4.62 2 94.74.9 "4.73.93.2 xt 0 .... 3 32.7 L.22.1._ .....1 .. 3 ..2 ._.. Z..3, ;,1.8'.23.4 .3 L.2 �L.9L.9 3c.0 ..2.0 SA-4 @ 28' >I AL • 3 1 %.0 4.9 '4.6 '4.0 1.3.8 13.6` 3.0 4 2.1 �2.0 �2.1 �2.1 2.2 �2.6 3.0 �3.1 � .0 2r9`= �3.1 3.1 �3.2 �3.4 �3.6 3.8 , 3.9 ' �2.3 +1.6 I d/ IL 2 5.4.04.34.23.73.43 1. 2.52.01.9 2.02.1 2.1L.12.22.52.72.72.8 3.63.53.2 3.03.1 r .9 �1.8 1.2 I .. +2.0 +2.9 +3.33.4 13 3 13.0 '2 7i 2.21.9 1.8 1.8 [ ).8 ).92.01 .1 2.3 i12.52.7 3.2 3>C3.63.12.7 2.6.`1.5 �0.9 '. 'i SDI@23i .; 1.3 2.2 2.5 2.8 '2.7 I 26 2.3 1.9 1.7 1.6 16 1.6 1.7 1.8 '1;9 �.0 2.2 ��.3 ;'2.5 2.8 *3.2' 8 2.3 2 47 ¢1;:1 ¢0.7 � 1 1 1 1.8 2.0 2.1 2.1 2.0 1 81' _ 1 6_ 1 4- 1 3 1 3 1 ..................... x + k + + a + 1.4p'RC*t IY1161N 1.7 1.9 2.1 2.1 2.3 2 4 Z 1 i '2.0 1.8 1.3 0.9 0.6 - ........ . ...... .......... ... _ , DAUGHERT Y ROAD Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Light Loss Wattage Lamps Lamp Factor A 2 Lithonia Lighting DSX1 LED P8 40K T4M DSX1 LED P8 40K T4M MVOLT LED 1 DSX1_LED_P8-4 18424 0.9 207 SA MVOLT DS HS with houseside shield OK_T4M_MVOLT- HS.ies A 2 Lithonia Lighting DSX1 LED P9 40K T5W DSX1 LED P9 40K T5W MVOLT LED 1 DSX1_LED_P9_4 28445 0.9 241 SB MVOLT DS OK-T5W-MVOLT. ies A 2 Lithonia Lighting DSX1 LED P8 40K BLC DSX1 LED P8 40K BLC MVOLT LED 1 DSX1 _ LED _P8_4 19884 0.9 207 SC MVOLT DS OK-BLC-MVOLT.i as A 1 Lithonia Lighting DSX1 LED PI 40K T5W DSX1 LED P13 40K T5W MVOLT LED 1 DSX1_LED_P13_ 18805 0.9 231 SD MVOLT DS HS L90 with houseside shield with optics 40K-T5W_MVOL rotated 90 degrees left T_HS L90.ies 1 Lithonia Lighting DSXW1 LED 10C 1000 DSXW1 LED WITH (1) 10 LED LED 1 DSXW1-LED-10 3795 0.9 38.8 ® WA 27K T4M MVOLT LIGHT ENGINES, TYPE T4M C_1000_30K_T4 OPTIC, 2700K, @ 1000mA. M_MVOLT.ies 2 Lithonia Lighting DSXW1 LED 20C 1000 DSXW1 LED WITH (2) 10 LED LED 1 DSXW1_LED_20 7420 0.9 73.2 ® WB 27K T410 MVOLT LIGHT ENGINES, TYPE T4M C_1000_30K_T4 OPTIC, 2700K, @ 1000mA. M_MVOLT.ies Surface Schedule Reflectance Normal Name Front Back X I Y Z Area(ft2) Solid Bottom 0% 0% 0.00 0.00 -1.00 2531.82 Side 1 0% 0% -1.00 0.00 0.00 893.91 Side 2 0% 0% 0.00 1.00 0.00 718.24 Side 3 0% 0% -1.00 0.00 0.00 162.19 Side 4 0% 0% 0.00 1.00 0.00 357.54 Side 5 0% 0% 1.00 0.00 0.00 150.00 Side 6 0% 0% 0.00 1.00 0.00 1311.33 Side 7 0% 0% 1.00 0.00 0.00 906.09 Side 8 0% 0% 0.00 -1.00 0.00 615.00 Side 9 0% 0% 1.00 0.00 0.00 98.91 Side 10 1 0% 0% 0.00 -1.00 0.00 747.54 Side 11 0% 0% -1.00 0.00 101.95 Side 12 0% 0% 0.00 0.00 1022.11 Side 13 0% 0% 0.78 J-0.63 0.00 3.92 op 0% 0% 0.00 1.00 2531.82 Luminaire Locations Location Aim No. Label X Y Z MH Orientation Tilt X Y Z 1 SA 49659.00 118698.00 28.00 28.00 90.00 0.00 49661.75 118698.00 0.00 4 SA 49659.00 118630.00 28.00 28,00 90.00 0.00 149661.75 118630.00 0.00 2 SIB 49718.55 118638.70 28.00 28.00 1 90.00 0.00 149721.30 118638.70 0.00 3 SIB 49812.88 118639.00 28.00 28.00 270.00 0.00 49810.13 118639.00 0.00 1 SC 49923.00 118666.30 28.00 28.00 270.00 0.00 49920.25 118666.30 0.00 2 SC 49840.86 118729.00 28.00 28.00 180.00 0.00 49840.86 118726.30 0.00 1 SD 49857.61 118604.00 28.00 28.00 90.00 0.00 49860.36 118604.00 0.00 5 WA 49805.56 118691.50 9.50 9.50 90.00 0.00 49806.06 118691.50 0.00 1 WB 149782.00 118698.90 12.50 112.50 0.00 10.00 49782.00 118699.40 0.00 2 WB 149735.00 118698.40 12.50 112.50 0.00 0.00 49735.00 118698.90 0.00 Statistics Symbol Avg Description Max Min Max/Min Avg/Min + 2.9 fc OVERALL PARCEL 6.3 fc 0.5 fc 12.6:1 5.8:1 X 3.2 fc PARKING & DRIVE THRU REAS 6.3 fc 1.6 fc 3.9:1 2.0:1 UGW ALL 51TE AND BUILDING LIGHTS PROPOSED ON THI5 PROJECT ARE DE516NED A5 FULL CUTOFF CLA551FICATION WITH ZERO UP LIGHT COMPONENTS. THESE PHOTOMETRIC5 ARE INTENDED FOR DE-51GN AND EVALUATION PURP05E5 ONLY. THE POINT -BY -POINT 5HOY414 15 BASED ON A COMPUTER LIGHTING PROGRAM WITH APPROXIMATED PARAMETERS. THEREFORE, THESE PHOTOMETRI05 MAY VARY FROM ACTUAL FIELD CONDITIONS. FIXTURE NOTE: FIXTURE 5HOHN ON THIS SHEET 15 FOR REFERENCE ONLY. SEE ACTUAL FIXTURE 50HEDULE ELSE WHERE IN THIS DOCUMENTS FOR ACTUAL CATAL06 NUMBER AND DESCRIPTION. CHEHAYEB & ASSOCIATES, INC. CONSULTING PROFESSIONAL ENGINEERS cTs - 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 �(fhx) 876-0913 LIC. #49521 SOUHEI C YEB CERT. #7340 1 - 5 n N60 m V LL d O 0 �I Lo r) G O L L cV G Q O In u') O O 00 e- O N Z O F= Q O LL Z w w D 1- X LL N W I O ko O t` m co w a m v CL 0 In_ 0 0 a. vi 0 c 0 L cV C Q N d' N O O N 0 N z Q J >w 0 a z Q C7 z F- 2 l7 J O fV w O t0 Ln d m co r 00 a NOTE FOR ALL 5ERIE5 RATED EMIPMENT (PER 2014 N.E.G. SECTION 11022 AND 240:86 (B) 4 (C) WHERE CIRCUIT BREAKERS OR FUSES ARE APPLIED IN COMPLIANCE WITH THE SERIES COMBINATION RATINGS MARKED ON THE EQUIPMENT BY THE MANUFACTURER, THE EQUIPMENT ENCL05URE(5) SHALL BE LEGIBLY MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A 5ERIE-5 COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE AND 5TATE: CAUTION - SERIES COMBINATION 5Y5TEM RATED --K AMPERES. IDENTIFIED REPLAGENtENT COMPONENTS REQUIRED AS A PART OF THE MARKING ON THE PANEL IT SHALL AL50 IDENTIFY REPLACEMENT COMPONENTS REQUIRED, NI IA PROVIDE PLAQUE AS FOLLOWS FOR EACH NEH PANEL: PANEL A.I.C. RATING SERIES ❑ FULLY ❑ VOLTAGE , PHASE—, AMP FEEDER OCP,_,WIRE TYPE—CU❑ AL❑ SOURCE PANEL _ FEEDER TYPE — UPS ❑ GENERATOR ❑ NORMAL ❑ UPS/GENERATOR ❑ EXAMPLE: PANEL � A.I.C. RATING SERIES X FULLY ❑ I VOLTAGE 1201208, PHASE 3, AMP 225 I FEEDER OCP 200 ,%RE 43/0. 11 JE G. TYPE —CUB AL❑ ISOURCE PANEL FEEDER TYPE — UPS ❑ GENERATOR ❑ I NORMAL )(UPS/GENERATOR ❑ N44A NOTIGE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ARC FLASH LABELS A5 REQUIRED BY NFPA 70 (NEC) 110.16, AND PERSONAL PROTECTIVE EQUIPMENT (PPE) RATING PLACARDS PER NFPA 7OE FOR ALL 5HITCH&EAR. T Y p G L N41 A 5 E `R Y I G E E Q U I p M E N T GROUND I NC DETAIL SERVICE EQUIPMENT NEUTRAL BU5 BUILDING STEEL 20'-0" MINIMUM FULL SIZE — &ROUND CONDUCTOR 3/4" x 20' COPPER GLAD GROUND ROD5. EQUIPMENT GROUND BUS, FULL SIZE GROUND CONDUCTOR. `EXOTHERMIC / WELD (TYP) NOTICE_ THE INFORMATION SHORN IN THI5 DETAIL SHALL BE CONSIDERED AS THE MINIMUM REQUIREMENTS, AND SHALL NOT BE REDUCED WITHOUT HRITTEN APPROVAL FROM THE ENGINEER OF RECORD. METALLIC UNDER GROUND (MINIMUM 10'-0" LONG) HATER PIPE — BOND HITHIN a 5'-0" AFTER ENTERING BUILDING `—ELECTRODE ENCASED IN MIN. 2" OF CONCRETE (SEE NOTE #4) FULL 51ZE GROUND CONDUCTOR NOTES: I. FULL 51ZE GROUND MEANS THAT GROUND CONDUCTOR 51ZE SHALL BE AS SHORN ON SERVICE EQUIPMENT ON THE POWER RI5ER DIAGRAM. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RE515TANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 10 OHM MAXIMUM RE515TANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC HELD CONNECTIONS. 4. GROUND CONDUCTOR SHALL BE LOCATED HITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT 15 IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORGIN& BARS OR RODS OF NOT LE55 THAN 1/2 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. P14A PANEL 5GHEDULE LEC�ND LOAD GODE5 A/A3 = HVAG LOAD K# = KITCHEN LOADS (1, 2 OR 3 CIRCUIT) L/L3 = LIGHTING LOAD M/M3 = M15GELLANEOU5 LOAD R = RECEPTACLE LOAD F/F3 = REFRI6ERATION LOAD H/H3 = HATER HEATER U/U3 = U5ER SPECIFIED LOAD X = EXCLUDED, NON -CONCURRENT LOAD. (HVAG LOADS ARE NON -CONCURRENT; TOTALS BASED ON HIGHER VALUE. DESIGNATION 16 = 150LATED GROUND CIRCUIT GFI = GROUND FAULT INTERRUPTER G# = GONTACTOR GONTROLLED (#) INDICATES CONTACTOR NUMBER PG = PHOTOCELL CONTROLLED R# = CONTROLLED BY LCP. (#) INDICATES RELAY NUMBER 5F = 5UB—FEED BREAKER NB = NEH BREAKER TO MATCH EXI5TIN& IN TYPE, STYLE AND AIC RATING. 01 HIRING DETAIL D U CONNECT TO 120V., DST = 20A CIRCUIT WITH Cj * *5AMPL I N& TUBE LOCK -ON HANDLE EQUAL TO HIDTH OF GENERAL NOTES: RETURN AIR DUET RT "--Q T I. DUCT DETECTOR 4 MULTI —SIGNALING ACCESSORY MODEL NUMBERS ARE FROM 5Y5TEM SENSOR. --- 2. ALL EQUIPMENT AND INSTALLATION SHALL COMPLY D R WITH THE LATEST LOCAL CODES. E KEY NOTES: 3. SMOKE DETECTOR TO BE SUPPLIED BY ELECTRICAL CONTRACTOR TO THE MECHANICAL CONTRACTOR FOR T Oj RETURN AIR DUCT AND/OR SUPPLY AIR DUCT. 5EE FLOOR PLAN INSTALLATION INTO DUCT. SHEET FOR LOCATION AND QUANTITY. COORDINATE WITH E MECHANICAL CONTRACTOR 4. ELECTRICAL CONTRACTOR TO PROVIDE, HIRE AND TEST OPERATION OF DETECTOR AND NOTIFICATION G O CONTROL RELAY FOR SHUT DOWN OF RTU'5. DEVICES. T O3 SYSTEM SENSOR 04120 PHOTOELECTRIC 120V AG SMOKE 5. UPON ACTIVATION OF DUCT SMOKE DETECTOR THE O DETECTOR. DUCT SMOKE DETECTOR SHALL BE FURNISHED BY HVAG UNIT SHALL SHUT DOWN. PROVIDE ADDITIONAL RELAYS REQUIRED TO ACCOMPLISH THIS TASK. ELECTRICAL CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR IN DUCTWORK AND WIRED BY ELECTRIGAL R CONTRACTOR. ® SYSTEM SENSOR RT52—AO5 REMOTE TEST STATION WITH STROBE PHOTOGELL/T I MEGLOGK GONTROL D I AC RAM „A -1PHOTOCELL FACING NORTH M-52 120V. G CIRCUIT—`—�--� FROM TO LOADS PANEL CONTACTOR PC —ON, TC—OFF G CIRCUIT-L—�--� FROM TO LOADS PANEL CONTACTOR : PC —ON, PC —OFF NO 56ALE NOTE: TIME CLOCK SHALL BESET FOR "ON" AT 4:00 PM AND "OFF" AS DIRECTED BY OHNER. THESE 5ETTIN6,5 HILL ALLOH THE PHOTOCELL TO PERFORM THE "ON" FUNCTION OF ALL THE EXTERIOR LIGHTING, AND ALLOH FOR TIME OVERRIDE TO SHUT OFF PRE —SELECTED LIGHTING AT OWNER'S DISCRETION. 01 NOTES Kr E OI (2) 5ET5 OF 3" CONDUITS WITH 4 — #4/0 GU. IN EACH. y O2 #1/0 CU. &ROUND. SEE &ROUNDING DETAIL ON THI5 SHEET. O3 400 AMP SELF CONTAINED METER ENCLOSURE, FURNISHED, INSTALLED AND WIRED BY E.G. PER POWER COMPANY 5PECIFIGATION5. PROVIDE OPTIONAL KIT ASSEMBLY AS REQUIRED TO TERMINATE FEEDER SHOWN IN RISER DIAGRAM. COORDINATE WITH METER MANUFACTURER PRIOR TO ORDERIN6. O4 THO SETS OF 2-1/2" CONDUITS WITH 4 #4/0 CU., 1 #1 E.G. IN EACH. O5 3—PH., 4—H, SERVICE ENTRANCE RATED, NEMA 3R, 400A, FUSED DISCONNECT, FUSED AT 400 AMPS, HEAVY DUTY, 5HITGH HITH SOLID NEUTRAL, GLASS 'J FUSES. DISCONNECT SHALL BE LOCKABLE IN THE ON OR OFF P05ITION5. SERVICE CONDUCTORS DOHN THE POLE TO SERVICE BOX BY UTILITY COMPANY.. 0 120/208V., 3—PHA5E, 4—HIRE POLE MOUNTED TRANSFORMERS. ® LIGHTNING 5URGE SUPPRESSOR. EQUAL TO 5URGE SUPPRESSION INC. 5TM-30D-3YI—P (120/205V, 3—PHASE, 5 HIRE) WITH FLUSH MOUNTED PLATE. SEE HIRING DETAIL THI5 SHEET. O PHOTOCELL (12OV) MOUNTED ON ROOF FACING NORTH. 10 ELECTRICALLY HELD 4 POLE LI&HTIN& CONTACTOR 'GI' TO CONTROL EXTERIOR LIGHTING. EQUAL TO SQUARE V #LF-40—VO2. II TIME CLOCK FLUSH MOUNTED. SEE DETAIL THI5 SHEET. 12 PROVIDE OVERRIDE TO OFF 5HITGH. MOUNT NEXT TO PANEL AND LABEL AGCORDIN&LY. N4A INSTALLATION D I AC RAM 5 `�ZE SUPPRESSOR HIRING NOTES: 5URGE 5UPPRE55OR U BREAKER. 1. WHERE A SURGE 5UPPRE550R 15 CONNECTED TO A R BREAKER IN A PANEL.BOARD OR A DISTRIBUTION 5UR6E SUPPRESSOR PANELBOARD THE LEAD LENGTH FROM THE C% BREAKER TO THE SUPPRESSOR SHALL BE KEPT TO A MINIMUM. AND THE 5LFFRE-55OR SHALL BE _ MOUNTED ON THE SAME SIDE AS THE BREAKER SERVING THAT SUPPRESSOR. ALL BREAKERS FEEDING 5UPPRE55ION UNITS SHALL BE PANEL PROVIDED WITH LOCK ON HANDLE. TYPICAL 5 2. THE DISTANCE BETWEEN BREAKER (IN PANEL U POWERING SURGE 5LFPRE55OR UNIT) AND THE 5UR6E SUPPRESSOR UNIT SHALL NOT BE MORE p THAN 12", NO EXCEPTIONS. POWEi2 RISER DIAGRAM P4GA AYEB & ASSOCIATES, INC. CONSULTING PROFESSIONAL ENGIAIFERS 3702 AZEELE ST. TAMPA, FL 33609 LIC. #49521 SOUHEIL CHEW 1 —35 (81 876-1415 (fa ) 876-0913 CRT. #7340 �m Lic.# AA 0003300 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph.727.815.3336 Fax 727. 815. 3337 H K: „�. ^�y 4 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210.1900 m s� g� 10 TO T14E BEST OF THE KNOWLEDGE OF F T14E ARCNITECTS AND ENGINEERS, PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIREEli SAFETY STANDARDS 12111 SOUHEIL CHEHAYEB, P.E. FL License No. 4.9521 EY E Q 2 2- v _ -0 o N Ln a o X b T z Q O ¢ 3 O c `c— LLl LL CC J c/) o= Z cc 0 z = _ V Q w Q J >N W Y (n LV Q 0 9. 04.06.1 S date 17060 Comm. Ito. POWER RISER DIAGRAM 3,00 MW s <�t ys