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Florida Building Code, Seventh Edition (2020) - Energy Conservation EnergyGauge Summit® Fla/Com-2020, Effective Date: Dec 31, 2020 C402.1.1: ASHRAE Energy Cost Budget Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: Q This Checklist The full compliance report generated by the software that contains the project summary, compliance summary, certifications and detailed component compliance reports. M The compliance report must include the full input report generated by the software as contigous part of the compliance report. Q Boxes appropriately checked in the Mandatory Section of the complaince report. �P13UCy,� �P. �\GE/V 48 1 �TAT6 OF - JUL 2 2 2022 EnergyGauge Summit® Fla/Com-2020. Effective Date: Dec 31, 2020 Florida Building Code, Seventh Edition (2020) - Energy Conservation C402.1.1: ASHRAE Energy Cost Budget Option 5/19/2022 Page 1 of 24 E 4 L GENERAL NOTES: QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCES IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR THE PROPER PERFORMANCE OF THE WORK OF SPECIFIED HEREIN. B. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 EDIT. C. COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL DRAWINGS. D. THESE CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY & WHAT IS REQUIRED BY ONE IS REQUIRED BY ALL. E. THE G.C. SHALL RETAIN DELEGATE/SPECIALTY ENGINEER(S), EITHER BY THEMSELVES OR THROUGH SUBCONTRACTORS, LICENSED IN THE JURISDICTION IN WHICH THIS PROJECT IS BEING CONSTRUCTED, TO PROVIDE DETAILED DESIGN FOR THE CONSTRUCTION AND ATTACHMENT OF MATERIALS SUBJECT TO WIND LOADS INCLUDING BUT NOT LIMITED TO: WINDOWS, STOREFRONTS, LIGHT GAUGE FRAMING, FASTENING OF HVAC EQUIPMENT AND CURBS OR RACKS AND THEIR FASTENING. SEE THE STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL MATERIALS, REQUIRING SPECIALTY ENGINEERING. SUBMITTALS A. PRODUCT DATA; WHERE PRODUCT DATA IS CALLED FOR, PROVIDE THE FOLLOWING AS A MINIMUM: 1. MATERIAL LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER SPECIFIC DIVISION OF WORK. 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED TO PROVE COMPLIANCE WITH SPECIFIED REQUIREMENTS. 3. COLOR AND PATTERN CHARTS SHOWING COLORS AND PATTERNS AVAILABLE IN THE SPECIFIED PRODUCTS FROM THE PROPOSED MANUFACTURER. 4. MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN REVIEWED BY ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES FOR THE WORK. 5. GC IS TO REVIEW ALL SUBMITTAL FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO SUBMISSION TO THE A/E PF RECORD FOR REVIEW IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEARLY MARKED & NOTE ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS FOR REVIEW BY A/E. AND SUBMITTALS FOUND IN NON COMPLIANCE W/ THIS REQUIREMENTS SHALL BE RETURN TO THE G.C. FOR RE -SUBMITTAL. SITE CONDITIONS A. MEASUREMENTS: VERIFY ALL DIMENSIONS ON DRAWINGS BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED & INCLUDE SUCH REVISIONS IN THE SHOP DRAWINGS SUBMITTAL PROCESS FOR A/E REVIEW. B. SURFACE CONDITIONS: EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK SPECIFIED WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. C. COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK SPECIFIED. ACCEPTABLE MANUFACTURERS A. WITH THE EXCEPTION OF FOOD PREPARATION & SERVICE EQUIPMENT OR AS SPECIFICALLY CALL FOR BY THE CONTRACT DOCUMENTS, THE SPECIFIED MANUFACTURES, PRODUCT DATA & SYSTEMS HAVE BEEN ESTABLISHED AS A "BASIS OF DESIGN" AND ARE INTENDED TO PROVIDE A STANDARD OF PRODUCT QUALITY, FUNCTION & DESIGN INTENT. IF ACCEPTABLE TO A/E OF RECORD.THE G.C. MAT. SUBMIT ALTERNATE MANUFACTURES. FOR REVIEW PROVIDE SUCH PRODUCTS &/OR SYSTEMS MEET OR THE BASIS OF DESIGN OUTLINED IN THE CONTRACT DOCUMENT. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED DOCUMENTATION TO SHOW THE A/E THAT PROPOSED ALTERNATE SUBMITTAL IS IN COMPLIANCE W/ ALL APPLICABLE REQUIREMENTS. INSTALLATION / APPLICATION A. INSTALL THE WORK SPECIFIED HERE IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE REVIEWED SHOP DRAWINGS INCLUDING SPECIALTY ENGINEER'S REQUIREMENTS AND ALL APPLICABLE CODE REQUIREMENTS AND GOVERNMENTAL & LOCAL AUTHORITIES HAVING JURISDICTION AS WELL AS MANUFACTURES RECOMMENDATIONS & REQUIREMENTS FOR INSTALLATIONS PROCEDURES AS REVIEWED BY A/E OF RECORD DURING SHOP DRAWING REVIEW PROCESS. 1. ALL DETAILS AND SECTIONS SHOWN IN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE PROJECT, EXCEPT OTHERWISE INDICATED. 2. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND QUANTITIES PRIOR TO SUBMITTING BID. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT IMMEDIATELY. 3. GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL DRAWINGS FOR WALL MOUNTED AND CEILING MOUNTED DEVICES PRIOR TO INSTALLATION OF CEILING, AND SHALL ASSUME ALL RESPONSIBILITY FOR THEIR PROPER LOCATIONS. 4. IF THE GENERAL CONTRACTOR FINDS IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED CONSTRUCTION DOCUMENTS THE G.C. SHALL PROVIDE THE A/E FOR REVIEW & CONSIDERATION 4 COPY'S OF THE PROPOSES CHANGES INCLUDING BUT NOT LIMITED ALL REQUIRED CHANGES & IMPACT TO THE CONSTRUCTION SCHEDULE AS WELL AS COSTS VS CREDIT THAT MAY BE DO AS A RESULT OF THIS PROPOSAL UPON FINAL RECOMMENDATION BY A/E & APPROVAL BY OWNER WORK MAY. PROCEEDED UNLESS OTHER WISED AGREED UPON BY THE OWNER. 5. IN ADDITION THE CONTRACTOR / SUBCONTRACTOR ARE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED CHANGES, BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR/ SUBCONTRACTOR ARE ALSO RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 6. WHEN A DISCREPANT IS NOTED ON THE DRAWINGS THE CONTRACTOR SHALL PROVIDE & INSTALLED THE GREATEST QUANTITY AND / OR BEST QUALITY OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS OR REASONABLY INFERABLE FROM THE BID DOCUMENTS AS REQUIRED TO OBTAIN THE FINAL RESULT AND CONFIGURATION CALLED FOR OR SHOWN IN THE BID DOCUMENTS. PROPOSED RETAIL BUILDING AT ZEPHYRCOMMON HOPPING CENTER LEGAL DESCRIPTION: 35-25-21-0130-00000-0040 ASSESSED IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST OF PASCO COUNTY, FLORIDA ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 4 OR 9254 PG 1646 DIRECTORY: Alyth ZDIZIA91At: 4W-i1=7 NAME/COMPANY SF ZEPHYR COMMONS OUTPARCELS LP CONTACT 400 CLEMATIS STREET, SUITE 201 ADDRESS WEST PALM BEACH, FLORIDA, 33401 PHONE 678-977-3362 EMAIL taddison@nadg.com ARCHITECT DESIGN TECH INTERNATIONAL COMPANY ASSOC.,INC. CONTACT CARLOS PIZARRO, R.A. AR - 0013079 ADDRESS 14125 NW 80TH AVENUE SUITE# 303 MIAMI LAKES, FL 33016 PHONE 786.235.9097 EMAIL CPIZARRO@DTIARCHITECT.COM WEBSITE WWW.DTIARCHITECT.COM CIVIL ENGINEER COMPANY AVID GROUP. CONTACT CHARLIE POTTER ADDRESS 2300 CURLEW ROAD SUITE 2201 PALM HARBOR, FL 34683 PHONE 727.789.9500 EXT. 184 STRUCTURAL ENGINEER COMPANY BOWEN ENGINEERING CONTACT GARY KRAMER ADDRESS 1528 VASER ST. ORLANDO, FL. 32804 PHONE 401.423.7585 ELECTRICAL / MECHANICAL / PLUMBING COMPANY BUCHANAN P.E. CONSULTING INC. CONTACT RAJA BUCHANAN ADDRESS 6191 W. ATLANTIC BLVD. SUITE# 2 MARGATE, FL 33063 PHONE 954.590.3300 SYMBOL LEGEND: - ELEVATION - NUMBER SHEET NUMBER ODETAIL, SECTION OR PLAN NUMBER - WALL SECTION NUMBER / - BUILDING SECTION LETTER SHEET NUMBER - DETAIL NUMBER - SHEET NUMBER 0'-01, ELEVATION DATUM POINT XXX 0 NOTE NUMBER O WINDOW NUMBER ODOOR NUMBER REVISION NUMBER ROOM ROOM NAME XXX ROOM NUMBER TPARCEL 4 U.S. HIGHWAY 301 & PRETTY PON ZEPHYRH I LLS, FL 33541 PROJECT # 22008.01 SITE MAP SCOPE OF WORK: THE SCOPE OF WORK UNDER THIS PERMIT SHALL CONSIST OF PROVIDING A SET OF CONSTRUCTION DOCUMENTS FOR A BUILDING SHELL AS SHOWN BY THESE DOCUMENTS. THE PROJECT CONSISTS OF A ONE STORY SHELL UNSPRINKLERED BUILDING, LANDSCAPING, SITE AND CIVIL WORK TO PROVIDE FOR GRADING, DRAINAGE, UTILITIES AND PARKING ASSOCIATED WITH THE NEW BUILDING. Lw_tp [s KEY PLAN SCALE NTS REVIEW DATE: "a - CITY OF ZEPHYR11 LLS BUILDING OFFICIAL i�A` PROJECT SUMMARY: APPLICABLE CODES THE FOLLOWING BUILDING CODES, CURRENT EDITIONS WITH AMENDMENTS WILL BE ADHERED TO UNLESS NOTED OTHERWISE: SCOPE YEAR/CODE BUILDING 2020 FLORIDA BUILDING CODE - 7th EDITION EXISTING BUILDING 2020 FLORIDA EXISTING BUILDING CODE - 7TH EDITION ACCESSIBILITY 2020FLORIDA ACCESSIBILITY CODE -7TH EDITION ADA DEPARTMENT OF JUSTICE LIFE SAFETY 2020 NFPA LIFE SAFETY CODE 5TH EDITION ELECTRIC 2020 NATIONAL ELECTRIC CODE PLUMBING 2020 FLORIDA PLUMBING CODE - 7TH EDITION MECHANICAL 2020 FLORIDA BUILDING CODE / MECHANICAL - 7TH EDITION GAS 2020 FLORIDA BUILDING CODE / FUEL- GAS - 7TH EDITION ENERGY 2020 FLORIDA BUILDING CODE / ENERGY CONSERVATION - 7TH EDITION FIRE 2020 FLORIDA FIRE PREVENTION CODE 7Th EDITION NOTES: ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA FIRE PREVENTION CODE. OCCUPANCY CLASSIFICATION 2020 FLORIDA BUILDING CODE 2020 FLORIDA FIRE PREVENTION CODE GROUP B, BUSINESS NEW BUSINESS (CHAPTER 3 SECTION 304) (CHAPTER 38) TYPE OF CONSTRUCTION 2020 FLORIDA BUILDING CODE GROUP B TYPE II-B CHAPTER 6 BUILDING REQUIRED RATING 2020 FBC TYPE II-B CONSTRUCTION TYPE TABLE 601 STRUCTURAL FRAME (0 hr) EXTERIOR BEARING WALLS (0 hr) INTERIOR BEARING WALLS / COLUMNS (0 hr) EXTERIOR NON -BEARING WALLS (0 hr) INT. NON -BEARING WALLS / PARTITIONS (0 hr) FLOOR CONSTRUCTION (0 hr) ROOF CONSTRUCTION (0 hr) FIRE RESISTANCE RATINGS AT FIRE WALLS, CHASES AND PARTITIONS FBC TABLE 508.4, 705.2 F.B.0 TABLE 302.7 "MINIMUM FIRE RESISTANCE OF WALLS & PARTITIONS SHAFTS LESS THAN 4 STORIES 1 HR FIRE SEPARATION BETWEEN OCCUPANCIES 1 HR FIRE SEPARATION BETWEEN TENANTS 1 HR FIRE WALL SEPARATION BETWEEN BLDG.'S 4 HR BUILDING AREA / ALLOWABLE HEIGHT (CHAPTER 5, TABLE 506.2, TABLE 504.3 & TABLE 504.4) AREA MAX ALLOWABLE AREA BUILDING AREA FBC2017 B OCCUPANCY TYPE II B UNSPRINKLERED 23,000 SF 7,046 SF HEIGHT / STORIES MAX ALLOWABLE HEIGHT BUILDING HEIGHT FBC 2017 HEIGHT IN FEET 55-0" 24'-8" HEIGHT IN STORIES 3 1 INDEX OF DRAWINGS: w w SHEET # DESCRIPTION A-0.0 COVER SHEET • SURVEY SV-1 BOUNDARY SURVEY CIVIL C-1.0 CIVIL COVER C-2.0 NOTES & SPECIFICATIONS C-3.0 EXISTING CONDITIONS & EROSION CONTROL PLAN C-4.0 OVERALL HORIZONTAL CONTROL PLAN C-4.1 HORIZONTAL CONTROL PLAN C-5.0 PAVING, GRADING AND DRAINAGE PLAN C-6.0 CROSS -SECTIONS, CROSSINGS, & STORM TABULATION SHEET C-7.0 UTILITY PLAN C-8.0 NPDES NOTES C-9.0 NPDES DETAILS C-10.0 ADA DETAILS C-11.0 SITE DETAILS C-12.0 CITY OF ZEPHYRHILLS DETAILS C-13.0 UTILITY DETAILS LANDSCAPE L-1 LANDSCAPE PLAN L-2 LANDSCAPE DETAILS L-3 LANDSCAPE NOTES 1-1 IRRIGATION PLAN 1-2 IRRIGATION NOTES AND DETAILS ARCHITECTURE A-0.1 GENERAL NOTES • A-0.2 FLORIDA ACCESSIBILITY REQUIREMENTS A-0.3 WORK LETTER REQUIREMENTS SP-1.0 SITE PLAN SP-1.1 SITE PLAN DETAILS LSP-1.0 LIFE SAFETY PLAN A-1.0 FLOOR PLAN A-2.0 REFLECTED CEILING PLAN A-3.0 ROOF PLAN A-3.1 ROOF DETAILS A-4.0 BUILDING ELEVATIONS • A-4.1 BUILDING ELEVATIONS A-4.2 BUILDING COLOR ELEVATIONS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-6.0 WALL SECTIONS A-7.0 DOOR & WINDOW SCHEDULE A-8.0 DETAILS STRUCTURE S - 0.1 STRUCTURAL NOTES S - 1.1 STRUCTURAL PLANS S - 2.1 FOUNDATION DETAILS S - 2.2 BEAM & COLUMN DETAILS S - 3.1 ROOF FRAMING DETAILS • S - 3.2 ROOF FRAMING DETAILS • MECHANICAL M - 1 MECHANICAL PLAN M - 2 MECHANICAL NOTES & DETAILS ELECTRICAL E - 1 ELECTRICAL PLAN E - 2 ELECTRICAL RISER DIAGRAM PH-1 PHOTOMETRIC PLAN PH-2 SITE PHOTOMETRIC PLAN PLUMBING P - 1.0 PLUMBING PLAN P - 2.0 PLUMBING NOTES & DETAILS esignTeci' &6 q .'a tiona. Associates, Inc, AA26001933 Architecture - Planning - Interior Design 14125 N.W, 80th Aje. Suite 303 Miami Lakes, FL 33016 T, 786--2 5-9097 F. 305-3 2-4420 tiirrfo@dtiarChite f.r on, vwwwAtiarchitecti.oc n i 07-25-2022 Carlos Pizarro, R.A. AR - 0018079 IRevisions: Z 0 nM �a V wLU � OC � � LL w W Z o 2 LU � Q2 a� w = (, W m o 0 Uj J °a w 0 LU 7 Z � U) O W 3 A � Q �2J MaUj �U QZ0 ILL V Q Ravi �a _ �IL� a, 0 0 a U W N w N 1 I Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: I I SHEET NAME 11 COVER SHEET SHEET NUMBER A-0.0 ®®®®®®®®®®® .f i on 130. J d 130 THROAT=11l TOP=115. 9 4.32 1 W I S E of ##, ##t Sal#### PROJECT SITE DATA: 1. LOT AREA = 0.82f ACRES. 2. PROPOSED MEDICAL BUILDING = 7,000 SF (GROSS) 3. REQUIRED PARKING = 1 SPACE PER 200 SF BUILDING AREA 7,000 SF / 200 SF = 35 SPACES REQUIRED 4. PROVIDED PARKING = 41 SPACES (10.1 SPACES PER 1,000 SF) 1111111111110 0100r��oLncrMN+I Z ww>i- O-+ozo Ln aLU C) WUj-oz m 9 N C7c� QO coL zw- 000�`�° d rn N Z���aap �U - N wn u a a a o 'WALL(CAP)=12tj 05 - T 130.38 : 129.94 i29.7 .127.9 !ns6 125 1287 . 115.7 115.1 va_s xna.2 I > I 126.6 I I (TANK Wv ELL I I I I 9 I I I I I I I B I I I I Z b I -, �: I I I I I s 3e,I PWL s.os 4 SPACES 4 SPACES I I 113.72 113.83 O Q z L+.LL .AP)=126.05 1 6.7 I I 0p I 1�129.5 Q c : 127.8 30.2 ' 29.80 I I I 113.62 \V� O cf) EB Q \ Q I\ I I I r`' .03 113.40 \ \ 13.63 � I U. O I STOP \ \ I i13.57 113.30 —� 113.72 I I I II I J ce .3 ~ 5 SPACES 3 SPACES I I N >m _ c �. I I i I Z I I � a= ui uj a m N N N x LL 0 O H J d' W oG U a O J s 0 N a S H E SVMJ T N O III M LOCA7MM MAP �-ti fAR Xassik R 39 301. ,4orthside Dr ' cc c� {. BOUNDARY AND TOPOGRAPHIC SURVEY Yourg Dr. SITE NTS INFORMATION TAKEN FROM TOPOGRAPHIC SURVEY "ALTA-TOPO-LOT 4" FOR "PARCEL 4 @ ZEPHYR COMMONS" PREPARED BY JOHN WABY, PLS, OF AVID GROUP DATED 05/24/2019. EXISTING UTILITY & DRAINAGE INFORMATION TAKEN FROM "ZEPHYR COMMONS PHASE 1 PLAT DRAWINGS" FOR "PARCEL 4 @ ZEPHYR COMMONS" PREPARED BY AVID GROUP DATED 09/02/2008. I ii 111 "ON lllll -oil SEE LEGAL DESCRIPTIONS FOR THE FOLLOWING PROJECTS: ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 4 OR 9254 PG 1646 CIVIL ENGINEER/PLANNER: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES 9802 PALM RIVER RD. TAMPA, FLORIDA, 33619 PHONE: (813) 740-8506 SURVEYOR: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 FIBER, CABLE: BRIGHT HOUSE NETWORKS 30432 SR 54 WESLEY CHAPEL, FL 33543 CONTACT: MIKE KIKER PHONE: (813) 862-0522 EXT: 84263 WATER & SEWER: CITY OF ZEPHYRHILLS 39421 SOUTH AVE ZEPHYRHILLS, FL 33542 CONTACT: BRUCE SELLERS PHONE: (813) 780-0000 EXT: 3567 ELECTRIC: DUKE ENERGY 2501 25TH ST N ST. PETERSBURG, FL 33713 CONTACT: MEGAN VONSTETINA PHONE: 717-893-9394 ARCHITECT: WOOLPERT 11486 CORPORATE BOULEVARD, SUITE 190, ORLANDO, FL 32817 PHONE: (407) 591-5031 LANDSCAPE ARCHITECT: CJM DESIGNS, LLC 2116 RIVERS EDGE COURT CLEARWATER, FLORIDA 33763 PHONE: (727) 430-5038 CABLE/FIBER/PHONE: FRONTIER COMMUNICATIONS 3712 W. WALNUT ST TAMPA, FL 33607 CONTACT: CARLOS BATES PHONE: (941) 906-6709 GAS: TECO PEOPLES GAS 1400 CHANNELSIDE DR TAMPA, FL 33605 CONTACT: JACK EVERIDGE PHONE: (813) 309-5966 SITE DEVELOPME T PLANS LOT ido FOR Z 4- a 9 I A 4 flOUA COMMONS CITY OF ZEPHYRHILLS: SPR=0042=22 SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST CITY OF ZEPHYRHILLS, FLORIDA Prepared For: SF ZEPHYR COMMONS OUTPARCELS LP 400 CLEMATIS STREET; SUITE 201 WEST PALM BEACH, FLORIDA 33401 PHONE: (561) 578-8700 Prepared By., CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 LAND PLANNING PALM HARBOR, FLORIDA TRAFFIC/TRANSPORTATION 34683 SURVEYING GIS PHONE (727) 789-9500 AVIDGROUP.COM THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727)789-9500. 11 ---- ---- ---- 10 ---- ---- ---- 9 ---- ---- ---- 8 ---- --- 7 ---- --- 6 ---- ---- ---- 5 ---- ---- 4 ---- ---- 2 ---- ---- ---- 1 ---- ---- ---- NO. DATE DESCRIPTION BY R E V I S I O N S CONSTRUCTION SHEET SET SHEET NUMBER SHEET TITLE 1.0 COVER SHEET 2.0 NOTES & SPECIFICATIONS 3.0 EXISTING CONDITIONS &EROSION CONTROL PLAN 4.0 OVERALL HORIZONTAL CONTROL PLAN 4.1 HORIZONTAL CONTROL PLAN 5.0 PAVING, GRADING AND DRAINAGE PLAN 6.0 CROSS -SECTIONS, CROSSINGS, & STORM TABULATION SHEET 7.0 UTILITY PLAN 8.0 NPDES NOTES 9.0 NPDES DETAILS 10.0 ADA DETAILS 11.0 SITE DETAILS 12.0 CITY OF ZEPHYRHILLS DETAILS 13.0 UTILITY DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS L3 LANDSCAPE NOTES IR1 IRRIGATION PLAN IR2 IRRIGATION DETAILS oaw uuaniimimuun,,,„ .,. G. E /fNO. 91887 -0 STATE OF �0 07/25/2022 ` %� •• FOR IDP ••��. �ONA C, PROPERTY OWNER: SF ZEPHYR COMMONS OUTPARCELS LP 400 CLEMATIS STREET, SUITE 201 WEST PALM BEACH, FL 33401 (678) 977-3362 PROPERTY LOCATION: 7874 GALL BOULEVARD ZEPHYRHILLS, FL 33541 PROPERTY PARCEL I.D. NUMBER: 35-25-21-0130-00000-0040 PROPERTY USE: EXISTING USE: UNIMPROVED COMMERCIAL PROPERTY ZONING: "C-2" (COMMUNITY COMMERCIAL) FUTURE LAND USE: VILLAGE CENTER - MIXED USE BUILDING SETBACK REQUIREMENTS: FRONT: 30' SIDE: 0' REAR: 20' LANDSCAPE BUFFER REQUIREMENTS: FRONT (EAST): 10' (TYPE A) SIDE (NORTH/SOUTH): 10' (TYPE A) REAR (WEST): 20' (TYPE D) MAXIMUM BUILDING HEIGHT: ALLOWED 30'/ 2 STORIES HEIGHT: LOT COVERAGE CALCULATIONS: C-2 COMMUNITY COMMERCIAL PROPOSED LESS THAN 25'/ 1 STORY EXISTING PROPOSED BUILDING AREA 0 SF 0. 00% 7,000 SF 19.540-o VEHICULAR USE AREA 0 SF 0.00% 183405 SF 51.370-o SIDEWALK/MISC CONC. AREA 0 SF 0.00 0 120 SF 0.330-8 TOTAL IMPERVIOUS AREA 0 SF 0.00 % 25,525 SF 71 .25 % TOTAL PERVIOUS AREA 35, 825 SF 100.00 0 10,300 SF 28.75% TOTAL SITE AREA 353825 SF 100.00 0 353825 SF 100.00 % PARKING (REQUIRED): FAR: 0.50 (MAX) 1 PARKING SPACE PER 150 SF OF FLOOR AREA 35,825 SF X 0.50 = 17,913 SF 7000 SF/150 SF = 47 SPACES REQUIRED BUILDING AREA = 7,000 SF (0.179) HC SPACES REQUIRED: 2 STANDARD STALL SIZE = 9' x 20' ISR: 0.80 (MAX) HC STALL SIZE = 12' x 20' 35,825 SF X 0.80 = 28,660 SF PARKING (PROPOSED): STANDARD PARKING SPACES = 39 HC SPACES = 2 TOTAL PARKING SPACES = 41 (*6 SPACES TO BE SHARED WITH TRACT "C" COMMON AREA TO THE SOUTH) FLOOD ZONE: THIS PROPERTY LIES IN FLOOD ZONE "X ", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL No. 12101C 0289 F, DATED 09/25/2014. NOTES: 1. BUILDINGS AND ARCHITECTURE TO BE DESIGNED IN ACCORDANCE WITH DESIGN GUIDELINES FOR ZEPHYR COMMONS. 2. STORMWATER MANAGEMENT IS PROVIDED OFF -SITE IN A MASTER DRAINAGE RETENTION AREA. n nie81�1,.com LOT 4 @ ZEPHYR COMMONS AVID GROUP JOB # 2980040 DATE: 05/20/2022 c GENERAL CONSTRUCTION NOTES 1. SEE PAVING, GRADING & DRAINAGE PLAN FOR SITE SPECIFIC BENCHMARK AND ELEVATION DATUM. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING "SUNSHINE 811" AT 1-800-432-4770 OR 811 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE 811" PROGRAM. 4. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS, 10, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY. 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 15, ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. 16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 18, THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. 19, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET. 20. THE CONTRACTOR SHALL REVIEW THE PROJECT GEOTECHNICAL REPORT PRIOR TO BIDDING AND THE START OF CONSTRUCTION. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR RECOMMENDATIONS ON CUT/FILL PLACEMENT AND COMPACTION REQUIREMENTS. 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE. 22, THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. 23. ALL DESIGN RELATED REQEUSTS OR SUBMISSIONS ARE TO BE MADE TO THE ENGINEER OF RECORD (EOR) & THE FOR WILL COORDINATE WITH OWNER (IF NEEDED). TESTING SCHEDULE GUIDE ITEM TEST TYPE TEST I.D. REQUIREMENT FREQUENCY EMBANKMENT MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM ONE PER 2,500 S.F. T238 DENSITY HORIZONTALLY; ASTM D1556, D2937 ALTERNATING LIFTS (12 INCHES) D2922 UTILITY MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE TRENCH BACKFILL OPTIMUM MOISTURE ASTM D1557 UNDER ROADWAYS FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM ONE PER 2,500 S.F. AND STRUCTURES T238 DENSITY HORIZONTALLY; ASTM D1556, D2937 EVERY 12" VERTICALLY D2922 D2922 AT LEAST ONE FOR EACH PIPE RUN BACKFILL OF MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE STRUCTURES OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM EVERY 12" VERTICALLY T238 DENSITY ASTM D1556, D2937 D2922 SUBGRADE BEARING VALUES LBR - FLA. D.O.T. MAXIMUM DENSITY AASHTO T180 OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY & AASHTO T191 T238 THICKNESS ASTM D1556, D2922 BASE BEARING VALUES LBR - FLA. D.O.T. MAXIMUM DENSITY AASHTO T180 OPTIMUM MOISTURE ASTM D1557 THICKNESS AASHTO T191, T238 FIELD DENSITY ASTM D1556, D2922 GRADATION AASHTO T27, T98 AASHTO T90 ATTERBERG LIMITS ASTM C136, D423, D424 SEE TYPICAL PAVEMENT SECTION ONE PER SOIL TYPE CHECK POINT LBR AT 500 L.F. HORIZONTALLY ONE PER SOIL TYPE ONE PER 2,500 S.F. HORIZONTALLY ONE PER SOURCE OR AS MTL. CHANGES CHECK POINT LBR AT 500 L.F. HORIZ. SEE TYPICAL ONE PER SOURCE PAVEMENT SECTION ONE PER 2,500 S.F. HORIZONTALLY ONE PER SOURCE SOIL CEMENT BASE MIX DESIGN PORTLAND CEMENT ONE PER SOIL TYPE ASSOC. SPECIFICATIONS (TO BE USED IF MAXIMUM DENSITY AASHTO T134 ONE PER SOIL TYPE DAILY SEPARATION BETWEEN SEE TYPICAL SHWT & BOTTOM OF OPTIMUM MOISTURE (STANDARD) PAVEMENT SECTION BASE IS <1.5') COMPRESSIVE PORTLAND CEMENT ONE SET OF 3 PER SOIL STRENGTH SPECIMENS ASSOC. SPECIFICATIONS TEST CORES PORTLAND CEMENT ONE SET OF 3 PER SOIL ASSOC. SPECIFICATIONS FIELD DENSITY & AASHTO T191, T238 ONE PER 2,500 S.F. THICKNESS ASTM D1556, D2922 HORIZONTAL ASPHALTIC CONCRETE MATERIALS QUALITY AASHTO T164 BITUMEN CONTENT, ASTM D2172 GRADATION PER SPECIFICATIONS ONE PER DAY FIELD DENSITY ASTM 02950-81 95% OF LAB DENSITY ONE PER 2,500 S.F. HORIZONTAL LOS ANGELES AASHTO T96-77 ABRASION ASTM C131-81 PER SPECIFICATIONS ONE PER SOURCE THICKNESS N/A PER SPECIFICATIONS ONE PER 2,500 S.F. CLEARING AND EROSION CONTROL NOTES 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL CONSTRUCTION, COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE ENGINEER, ARCHITECT OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. PAVING, GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER. 2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE. 3. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. 4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO FDOT STANDARD PLANS INDEX NO. 711-001 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL STRIPING SHALL BE 6" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT DRAINAGE MANUAL APPENDIX C (COVER HEIGHT TABLES). 7. STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION". 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C-900, SDR-18, CLASS 150, UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 10. PIPE LENGTHS SHOWN ARE APPROXIMATE. 11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 12. THE CONTRACTOR IS TO GRASS THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK FOLLOWING CONSTRUCTION OF THE POND. 13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER OR THE OWNER'S MATERAILS TESTING CONSULTANT. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. SANITARY SEWER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA; T - 12' DEPTH SDR-35 12'- 18' DEPTH SDR-26 > 18' DEPTH DIP 5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN" 7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND AL SANITARY SEWER MAINS STRUCTURES FINAL GRADES AND LOCATIONS ON L S N SURVEYOR. THE RECORD DRAWINGS SHALL SHOW INA G , AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. ALL GRAVITY SEWER PIPING SHALL BE VIDEO TAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER. 3. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21,10 AND A 21.11 (AWWA C110 AND AWWA C111 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. ALL PVC WATER MAINS 3" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2.5" AND SMALLER SHALL BE POLYETHYLENE TUBING PE4710 (CTS SDR9, PC200) WITH COMPRESSION FITTINGS. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. FDEP NOTES 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) 5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD -FACING ELBOW. 6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. 7. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. 9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. 10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. 11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES, PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM #10 ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. WATER CLEARANCE REQUIREMENTS 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM". 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 3. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. REFERENCED DOCUMENTS • "ZEPHYR COMMONS SITE PLAN" PROVIDED BY AVID GROUP - 11/16/2007 - ERP: 32080.000 • "STORAGE/DRAINAGE ASBUILT ZEPHYR COMMONS PHASE 1 SPECIFIC PURPOSE ASBUILT SURVEY" PROVIDED BY SIMMONS & BEALL, INC. SURVEYING & MAPPING - 06/16/2009 - EPR: 32080.001 • "ZEPHYR COMMONS PHASE 1 PLAT" PROVIDED BY SIMMONS & BEALL, INC. SURVEYING & MAPPING - 12/30/2008 • "GEOTECHNICAL EXPLORATION: ZEPHYR COMMONS - OUTPARCEL 7, LATTA ROUNDABOUT, ZEPHYRHILLS FLORIDA" PROVIDED BY UNIVERSAL ENGINEERING SCIENCES NOTE TO CONTRACTOR • CONTRACTOR TO PROVIDE AS-BUILTS AS SOON AS UTILITY LINE HAS BEEN CONSTRUCTED. • CONTRACTOR TO VERIFY EXISTING CONDITIONS AND LOCAL JURISDICTIONAL REQUIREMENTS OF UTILITIES PRIOR TO CONSTRUCTION. FDOT NOTES • ALL DISTURBED AREAS IN FDOT RIGHT-OF-WAY WILL BE SODDED. Immmmmmm®® .. 11111111110 1111111111111 r W n Ln M N+ z aw> - V) -.Ozcn Ln LuCD N Q�Wm O CD O � cn pEWoO'nU0) z Q O Lu W O O z w LLL d N Zm w ¢¢ r r N w Ln 8U a a a a * 0.91887 v -0 STATE OF 0• 07/25/2022 • �<v OR I cP C? `._ 10\ NA L m U) mi W V ce a O U) z O O V ce a W N LL -4 0 N Wa � o � Ln N O rn LL � to ^ o V J O m N n d �Q O U M (V ce n z o 00 vC7 O X M Q d = Q > N G. M d LL Q z cn U- LL- w z Q ¢ Lu W a P > Z _1 F Cie ce- in- Lu z z J J � U Q G ce Ind >m O J i Yl LL a zv W oj� ce (a .) x >- et O W � V� Oo U NOTES: 1. THE CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 DAY CURING TIME HAS ELAPSED 2. SHOULD ANY OF THE INFORMATION PROVIDED HEREIN CONFLICT WITH EITHER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, AND/OR THE GEOTECHNICAL REPORT, THEN THE AFOREMENTIONED RECOMMENDATIONS WILL SUPERSEDE THIS "TESTING SCHEDULE GUIDE" u i n-e8�com S E E T N 0 200 I___I I II _ I I I I 1'A IRIP �1119gR'II !!II c w m O z Q cn z g w w x TRACT ►►llf 129.65 PARKING AREA l i 11.44 ( INGRESS -EGRESS EASEMENT 129.70 I 1115. 15.43 1114360) 129.8 T R 1 ns.o1 T= �5.3�4.61 OPX114.30 14.79 ► ^�J ►► LOT11311 115.3 � I 9 ( STOP I �- I - - - - - - - - - - - - - - - - - - - - - - 115.41 ( I 15,431 115.49 0- S OP 11115 us9{os 128.30.. } 15 129 93 p 2714 ..:. 512685 7 B l• 12.72 i24.00 BC 20.88 119.41 16 11120 lip- 1 r_lt Ir 1 .., -.:.. - .'..' 1'za. a9 ' . ...:. .:'.. .. .. .. , fss.4s ........ " TBM-_: EL V 7 2- 3 a.�:� .- .,. .. � _.... ' .. ..... - 123:84, -. .. ...... ': .. .. ,.... ... ..- , . EP ► I► ... .. ::. .. :... . , .: ,. ... TRACT M PART OF SOT 14 ... :. 15:82 TB SiVD L 7345 7 '. ',ELEV-)16..953 l ' �. 1 C 127-.2 ... l _:. '. 4 S r 0 I.N. _ .... GRESS EGRESS.. EASEMENT F. CT N PART OF LOT 14 - ,.. .... ,l '< .7'.. ..'..... ... :. ... '.,.... .: -.. 1 S.a1 -:.-. _ .' 123.66 .': .. _. ... _EP ,': - ... :'_.. ;.. .1O:A8 .. .. 119.6b 1 .�:, 114.67 � I C 127:04 ` 129>69 6 7 26.54 126.21 WALL(CAP)=126.02 26.69 WALL(CAP)=125.36 124.08 BC 120.86 PROPERTY LINE (TYP) 5.00' WALL EASEMENT WALL(CAP)=119.39 WALL(CAP)=125.38 WALL(CAP)=124.71 T WALL(CAP)=123.24 WALL(CAP)=1�27 PB 65, PG 132 WALL(CAP)=118.73 119.40 WALL(CAP)=178.71 6.z� I STOP xs o- 4 97 _ .': 15 02� " I "` 1 .30 115.01 DRAINAS€ & UTILI .595 .WALL(CAP)=124.71 - • ( WALL(CAP)=120.71 WALL(CAP)-124.06 WALLCAP)=124.02 WALL(CAP)=122.57 WALL(CAP)=1WA (CAP)=122.01 WALL(CAP)=1119 WALLCAP)=118.05 �. .EASEMENT: W. .: 14 I... ' - - ..... '... .. 13016 1 7.1 126.8 • • • WALL(CAP)=123.34 WALL AP)=121.3fi W L(CAP)=121.34 ALL(CAP)=119.36 123.0 WALL(CAP)=120.03 11 .7 GLF ALLAP)=120.69 ••• ••• • •�•• • ••• ••• ••• ••• •••� ••� ••�•• �••• • _ WALL(CAP)=118.04, •••�••0 0 e a ••�; Z?i '. 1�qp 114.95 . `'" PBPB 6_ 5 P 28. i ALL(C )1 26.09 -I - - -� - - - - - - 116. _ ��J S "�J� tf4. 14 1 �1A 7 _. 115.15CT D P Lot C � ►�--i-i C) z� C D m (n m r .� rnG) z 70 -� crni� TRACT ►►K►► PART OF LOT 14 PARKING AREA INGRESS -EGRESS EASEMENT 1 1 1 DEMOLITION LEGEND �•••�•••�•••� SITE BOUNDARY LINE CENTER LINE OF ROAD RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT -TB -TB -TB -TB - TREE BARRICADE -EF -EF -EF -EF - ENVIRO-FENCE --SF--SF--SF--SF- SILT FENCE EC OTHER EROSION CONTROL METHODS X'X'X'X'X X'X'X'X'X PROPOSED DEMOLITION EXISTING PAVEMENT E EXISTING PAVEMENT TO BE REMOVED EXISTING STRUCTURE TO BE REMOVED x TREE REMOVAL TYP TYPICAL S/W SIDEWALK LF LINEAR FEET SF SQUARE FEET DEMOLITION NOTES: 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION AND ALL PHASES OF CONSTRUCTION, SEE GENERAL NOTES AND DETAILS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS. 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY/COUNTY STANDARDS. 7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL/RELOCATION OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER, SEWER, STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 9. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 10. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDATIONS. 11. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH THE WATER DEPT. 12. CONTRACTOR TO COORDINATE REMOVAL/RELOCATION OF EXISTING POWER POLES AND OVERHEAD WIRES. 13. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. 14. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 15. ANY WELLS ENCOUNTERED ON -SITE SHALL BE CAPPED BY A LICENSED WATER WELL CONTRACTOR IN ACCORDANCE WITH RULE 40D-3.531(2). F.A.C." IF ANY EXISTING WELLS ARE FOUND BY THE CONTRACTOR, THE OWNER & FOR MUST BE NOTIFIED OF THEIR EXISTENCE PRIOR TO ANY WELLS BEING CAPPED. 16. ALL DISTURBED AREAS IN THE RIGHT-OF-WAY SHALL BE SODDED. SILT FENCE NOTE: 1. NON -TRENCHED SILT FENCES IN AREAS WHERE EXISTING TREES ARE TO BE PRESERVED. 2. SILT FENCE LOCATED ADJACENT TO BOUNDARY SHALL BE STAKED AT 1 FT. OFF PROPERTY LINE. iffna-blitel,1.Qc z O a W 0 H 1'-,Iolmlo°Ir-I'°ILnIv-IMINI-I Z aW>I- M -0 J Lr) Q Q ce N O C7 m W- Z O^ W O N �w�O2m O O o Qom n� � I --I W U' M Z Q O z0ZLu a N N a a � 'O STATE OF �0 • 07/25/2022 a _I N cW n N� o J 0 Ln N O T W oU_ 01 ce 'o �O ^U Wm ��a Q �n O a=M w z `i 0. o-i% ox M < C_ = Q �! N d M a. u Q L7L.9UZLD(n z z LL_ O z u- O � Z < H `u wZce z � ♦^ L7 a N V/ w Z Z ZJ 0 u c u G O V v Z a W N LL U) Z Z 0 0 O c � o W cc OLL�Z V U) z �a � =OJ 0 a. oC W N0 Z 0 LL Z � U N O R S E E T 300 N 0 C Y. ml L: 0' 20' 40' SCALE: 1" = 20' PARKING AREA lNGRESS-EGRESS EASEMENT TRACT r 5. 00' INGRESS- EGRESS EASEMENT; LOT 14 U TRACT r OF LOT 14 PARKING AREA INGRESS -EGRESS SITE LEGEND (`'v HANDICAP PARKING �•••�•••� SITE BOUNDARY LINE CENTER LINE OF ROAD PROPOSED CURB EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE PAVEMENT . (HEAVY DUTY) PROPOSED ASPHALT PAVEMENT TYP TYPICAL HC HANDICAP 0 11 PARKING SPACES S/W SIDEWALK 0 R5' 5' RADIUS LF LINEAR FEET SF SQUARE FEET (cKD CURB RAMP TYPE PER FDOT STANDARD PLANS INDEX 522-002 0_0 PROPOSED LIGHT POLE SIGN LEGEND KEY SIGN I.D. DESCRIPTION SIZE QTY. 1 STOP R1-1 STOP 30" x 30" 3 3 ADA ADA ACCESSIBLE 12" x 18" PARKING (SEE DETAIL) 12" x 6" 2 ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND FDOT STANDARD PLANS INDEX 700-102 "SPECIAL SIGN DETAILS". STRIPING NOTES: 1. ALL PRIVATE PARKING LOT STRIPING ON ASPHALT SHALL BE 4" WIDE WHITE, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 2. SEE DETAIL SHEETS FOR HANDICAP PARKING STRIPING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. FOR ROADWAYS, FDOT STANDARD PLANS INDEX 711-001 "PAVEMENT MARKINGS" SHALL ALSO APPLY. 4. PAINT STRIPING IN ALL PARKING LOT AND ASPHALT PAVEMENT AREAS SHALL BE CONSTRUCTED WITH A PAINT PRODUCT THAT PROVIDES A HIGH SLIP -RESISTANT FINISH AND PREVENTS INDIVIDUALS FROM SLIPPING WHEN STEPPING ON THE STRIPING IN BOTH WET AND DRY PAVEMENT CONDITIONS. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 4 FEET AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT STANDARD PLANS INDEX 522-002 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 400-011 (GRAVITY WALL) OR AN ALTERNATIVE DESIGN BY A LICENSED STRUCTURAL ENGINEER. BUILDING REFERENCE: BUILDING OUTLINE BASED UPON PLANS PROVIDED BY STINARD ARCHITECTURE INC, WITH AN ISSUE DATE OF 10-22-18. z 0 �a U w ol wl Q Ir�I�I�I�I^I�I�I�IM NI� z ■ Q�w>e-+'n—ozcn Ln a�maa2 -, W o cV Q�wW�om L� O O O� �M z p o w 00 p QC7LLa� Q CL Q� N z=�aa¢0 U N iu Lf) 8 ° a o a a a °�yPN T .... FA<<��i NO.91887 'O STATE OF Az 0 • 07/25/2022 '• 4U a 0 N L1J � < c o J Ln o ai uiko � o V �^emu_ ^� U W mc n n d Q U N n M o� � o O X M Q V, = Q N d M d LL Q C7C7UZC7N Z Z OU uZLZu ¢QO z w cw a �o� z o Ln Z W ¢ z J OU 0 v V IL W N LL (n o Q Z a O J 0 .1 O u vi H � = O am a. _ � U W W H N N Z LL 0 N O O = N z w w s Ito c OQM r _ _. .`�.�...xr.. << ... _s_._. __... __,"lP%_ai .,..._: '.L�..}_,L�$, ._._..�� -_ _ t...._..-.:.._�. ._ _,. __c.,�_r�. "�`.-�t?".�,,_.r_.!,`r3. �►Y$�`_ _ __ _i_, _._.n iF �ifY ��k7Y,'.i9`1�.•}%�k®LC, Y ,.E..��.... _..fi,_ .. .._.. t.r � -._... __. _:- a�.vo+s,vHhFt., S E E T N 0 LL a 0 0 N N r M N N H s } a O U w 0 0 'a g w LL z O w IL F O z } a z g W W 2 N 0' 10, 20' SCALE: 1" = 10` GRADING LEGEND EL ELEVATION TYP TYPICAL C/O CLEANOUT IE INVERT ELEVATION SD STORM DRAIN SL STORM LEADER x 49.58 EXISTING ELEVATION 12.52 PROPOSED SPOT ELEVATION MEG MATCH EXISTING GRADE 0 DRAINAGE INLET D MITERED END SECTION . ,nr SURFACE STORMWATER FLOW FFE FINISH FLOOR ELEVATION S#6.0 SEE SHEET # 6.0 S/W SIDEWALK D-50 STORM SEWER STRUCTURE NUMBER PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT — —SF — —SF — EROSION CONTROL > >— DIRECTION OF FLOW EXISTING SURFACE CONTOURS ALTERNATIVE PIPE MATERIALS NOTES: ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS: 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS THE REQUIREMENTS OF FDOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: a.) ADS N-12 WT IB HDPE b.) CONTECH A-2000 PVC c.) HANCOR SURE-LOK WT HDPE 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS III. 5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION. 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. NPDES NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. 6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY SURVEY. THE DATUM CONVERSION FROM NAVD 1988 TO NGVD 1929 IS AS FOLLOWS: NAVD 1988 + 0.85 = NGVD 1929 DRAINAGE STRUCTURE NOTE: ALL DRAINAGE STRUCTURES & GRATES SHALL BE RATED FOR H-20 TRAFFIC LOADS. SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "I" OR "P" BOTTOM IN ACCORDANCE TO FDOT INDEX 200. SOD NOTE: ALL SOD & PLANTER AREA GRADES ADJACENT TO BUILDINGS SHALL BE 6" BELOW FFE. ulfsulwaffl�l,com m� z 0 U U) w 0 H Q 0 1��GOnCDLnd'MN+--i •-.�Ozcn ¢Z �W O ��Oo��LnO WmQdC) °��� 0. `) N a a aO c• E �nd-•. n1 * 1.91887 -0 STATE OF p0 •`� . 07/25/2022 �<v` a 0 N cn'w w M cLO af Ln o O am � W 0 � co f V �� ^moo ^0 U W m i� ^ d J N 0 Q n 0 OctU = M W �� c-� 0 c�Qv- _¢> N d M d L.L Q O W z¢ Q W za�cec o aV) Z W Z z Q O u u O (L W N V. U) (n W Z � 0 o Z � � G V cnz � Jaz zIL _ = a (L a uj 4 N LL (�j o c� Fm �z O a S E T 500 N O PROFILE VIEW LEGEND 13U 125 120 115 110 105 100 13J 130 125 120 115 110 105 13U 13U 13U 13U 20, 12.96' WALK WAY/ S/W 5' EX: 8' 20' 2 ' STANDARD CONNIrCT S/W: EDI 125 125 S/W HANDICAP DRIV AISLE~~ PF}RKING.�. FLOW VEG 125 125 STALL STALL I LI E 2:29' VERIZON I I ` 120 120 EL.= 115:05........................................:.......EASEkNT. 1; ia,.;... .. ... 120 120 o EL.= 115.38 V r5 PROGRESS MEG EASEMENT' EL.= 1 4.47 115 115 _..... .. 1.6% : 2.2% i.a%.....:.............. .L.a./....... L..:........2.z -.................................... 115 115 EL.=:114.517 Epp Ex. CURB EL.= - 14.78 EOP i 110 110 1 ................................................................. .................... I.....,.I.............. .................................... 110 110 15' S 105 105 ............................................................................................................... ........... ........... EX 15" SD 105 105 100 100 100 100 -10 0 20 40 50 -10 0 SECTION A -A H: 1" = 20'1 V: 1" = 10' -10 0 20 40 60 SECTION F-F H: 1" = 20" V: 1" = 10' 20 40 60 SECTION B-B H: 1" = 20" V: 1" = 10' 13J 1.5J 130 130 125 125 120 120 115 115 110 110 105 105 80 90 -10 0 13U 13U 125 125 120 120 115 115 110 110 105 105 100 100 13U i3U 125 125 120 120 115 115 110 110 105 105 100 100 100 110 -10 0 20 40 50 -10 0 20 30 -10 0 20 40 50 SECTION C-C SECTION D-D SECTION E-E H: 1" = 20'1 V: 1" = 10' H: 1" = 20'1 V: 1" = 10' H: 1" = 20' f V: 1" = 10' 20 40 60 SECTION G-G H: 1" = 20'1 V: 1" = 10' 13D 130 125 120 115 110 105 80 90 Storm Sewer Tabulation 13U 125 120 115 110 105 100 BUILDING EXTERIOR PROPOSED GRADE - - - - - - BUFFER LINE - - - - - - EXISTING GRADE �•••�•••� EXISTING BOUNDARY (F�) - CENTERLINE (%) =-r'----�--- SILT FENCE Q TYPE "D" CURB �] TYPE "F" CURB MEG MATCH EXISTING GRADE PL PROPERTY LINE WL WETLANDS LINE 110.43 NGVD (= 109.60 NAVD) PER ZEPHYR COMMONS STORM SEWER TABULATION DATED 02/22/08 Page 1 Station Len (ft) Drng Area Rnoff coeff (C) Area x C Tc Rain (1) (in/hr) Total flow (cfs) Cap full (cfs) Vel (ft/s) Pipe Invert Elev HGL Elev Grnd / Rim Elev Line ID Line To ncr :ac) Total (ac) Incr Total Inlet (min) Syst (min) Size (in) Slope (%) Dn (ft) Up (ft) Dn (ft) Up (ft) Dn (ft) Up (ft) 1 2 3 4 End 1 2 1 17.523 148,916 125.173 123.768 0.19 0.21 0.14 0.09 0.64 0.36 0.14 0.09 0.85 0.85 0.85 0.85 0.16 0.18 0.12 0.08 0.54 0.30 0.12 0.08 10.0 10.0 10.0 10.0 14.6 13.0 10.0 10.0 6.1 6.4 7.0 7.0 3.29 1.93 0.85 0.55 5.28 10.62 6.09 11.81 2.68 2.63 1.89 1.50 15 15 15 15 0.57 2.30 0.76 2.85 107.27 107.37 110.45 107.37 107.37 110.80 111.40 110.90 109.62 111.35 111.76 111.19 108.79 113.87 114.09 113.87 1114.20 113.87 114.09 114.74 D3-D7 D2-D3 D1-D2 D4-D3 109.58 109.79 111.35 109.79 Project File: 2980040-STORM.stm Number of lines: 4 Run Date: 6/17/2022 NOTES:Intensity = 12.5403 +-2.1359(X) +-0.2044(X)^2 + 0.0387(X)^3 -- X = Ln(Tc)(min); Return period =Yrs. 10 ; c = cir e = ellip b = box Storm Sewers v202O.40 111111111111 LU 0 CF) III 00 N l0 Lfl d M N T'i Z aW>-cn-OZM J Ln Z 0 Q ®^ o m W z LU � m ¢0 WwnOJ w C? IT O U0 Z (� O �O�r�-i LLI o0ZLU0 ° 2 a � rn N ¢O V a a �y 0 STATE OF O • 07/25/2022 • �� a J C" . C N W Q N C� JLn O N 0� zg W �2: C)4. LUo CO W M ^ ^ d = Q v Q N 0 ~ U M Z `.0 o L O X 0 M Q V- = < > N d M CZ U- Q C7 C7 U M (D ZZ_t-iOZ� Ow Z Q .< W '^ Z uJ � he � Y/ ~ O Z N N Z WQ Z j J U O a W N LL Z Oa�w z= Fn O N 0 U � arc O v x = O � a CL N N U� U.w� o N O o�c N J U S H E E T 600 N 0 m� M O N H 0 a 0 U a m w 0 0 'a °m U. z 0 w U) W a z w f- F- M O U. 5 0 0 0 z d w 0- 0 U W m H O z r a m z g a w w x 1 / 1 1 UTILITY LEGEND SS SANITARY SEWER • CLEANOUT - CO --- GATE VALVE FIRE HYDRANT --- REDUCER B/0 • BLOWOFF mW WATER METER am BACKFLOW PREVENTER WM WATER MAIN �S CHLORINE INJECTION POINT IQ WATER SAMPLE POINT SERVICE LATERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). DATUM NOTE: ELEVATIONS FOR THIS PROJECT ARE BASED ON NAVD 1988. UTILITY NOTES: 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. NOTE TO CONTRACTORS: BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. FIRE FLOW CALCULATIONS: PROJECT NAME: PARCEL 4 @ ZEPHYR COMMONS PROJECT ADDRESS: 7874 GALL BOULEVARD PROJECT DESCRIPTION: 7,000 SF MEDICAL OFFICE BUILDING OCCUPANCY: IBC/IFC: TYPE II-B NFPA: II (000) FIRE FLOW IS BASED ON 2017 FLORIDA FIRE PREVENTION CODE 6TH EDITION BASE GPM REQUIRED PER TABLE 18.4.5.2.1: CH. 18, NFPA = 1,750 GPM FOR 2 HR FIRE HYDRANT TEST DATA: ON 06/28/2019, THE CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT PERFORMED A FIRE HYDRANT FLOW TEST. FLOW WAS MEASURED ON F.H. # 8523 ZEPHYR COMMONS, MATTRESS FIRM. THE STATIC & RESIDUAL PRESSURE WAS RECORDED ON F.H. # 8525 ZEPHYR COMMONS, CHASE BANK. STATIC PRESSURE = 49 PSI RESIDUAL 1 = 40 PSI RESIDUAL 2 = 40 PSI FLOW @ PITOT READING= 980 GPM FLOW @ 20 PSI= 1843 GPM Suns 8 h i ne co m oil!, FLu- z oGw>�cn�Ozv� oum"z�^ pi O N w C2 DOm Lu O O mom a o 8SF--w0rn z C) Z0cZ7Lu "o N N 8 CD EL a a � H E T 0 ':�•G E nl•oe't / /p00. 91887 '0 STATE OF �� • 07/25/2022 / x' • ONA L a J -" 0 N cnL1J � o 0 J Ln N Wou- � C) i::Z' QNU-1 md .N^�- 0 �a ML" Q Zo �p X Mv- = Q M0- u- Q c�c��zc�cn za„-,oz� O uj < Ui z ¢ F- ci) Z Wz z J J c c� C O v a Ill N LL cn U) Z 0 0 L) X >m W N U IRT 0 _I m O J U. cli a W N LL O ru 7mO rm i� III ' m SITE DESCRIPTION: TIMING OF CONTROL MEASURES PROJECT NAME: PARCEL 4 @ZEPHYR COMMONS AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND SEDIMENT BASINS SHALL BE O PROPERTY OWNER NAME AND ADDRESS: SF ZEPHYR COMMONS OUTPARCELS LP CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY a 400 CLEMATIS STREET, SUITE 201 CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE WEST PALM BEACH, FL 33401 CONSTRUCTION ACTIVITY CEASES PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, w TOTAL AREA OF THE SITE: 0.822 ACRES THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. TOTAL AREA OF THE SITE TO BE DISTURBED: 0.822 ACRES NAME OF RECEIVING WATER: EAST PASCO WATERSHED MAINTENANCE INSPECTION PROCEDURES NATURE OF THE CONSTRUCTION ACTIVITY: EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER AND LU OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; CONSTRUCTING A STORM WATER POND, STORM SEWER, UTILITIES THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROL: o AND BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF 0.5-INCHES OR GREATER BY A 1C:)1a,1001r- iD `" Nr m N ,_., z CONTRACTORS REPRESENTATIVE. 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED WITHIN 24 HOURS OF REPORT. � W > - N 0 z rn INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT FENCE. 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE z ¢ " N 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. o a ® r- � POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. o u m w z a W 2. EXCAVATE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS. n � W W 0 D m W �' o 3. BEGIN BUILDING CONSTRUCTION. 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED WHEN IT REACHES 10% OF THE 0 v~i � °�' z Q o 0 DESIGN CAPACITY OR AT THE END OF THE JOB. a LL o a a 00 N 4. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS AS NECESSARY. °z o z w 0 • iO E rn 6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS WASHOUTS AND HEALTHY GROWTH. _ ce > a cv ire 5. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURES. ° ¢ ° o V o o 6. STABILIZE PARKING LOT. 7. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE KEPT IN AN ACTIVE LOG a a o 7. CONSTRUCT CURB, BASE AND ASPHALT. READILY AVAILABLE AT THE JOB SITE. 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR ACTIVITIES AND 8. COMPLETE FINAL SITE GRADING. COMPLETING THE INSPECTION AND MAINTENANCE REPORT. P .......... 9. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. °� Qy .,.•••"�E•••. °%f� 10. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND PLACE SOD AS NECESSARY 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON ; SITE IN GOOD WORKING ORDER. 0.91887 ig -0 STATE OF ' 07/25/2022%<Cr CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONSOF =,�•c�,'••..,.F�oR �oP••,:'`� THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) REQUIREMENTS "S, BONA L•••�N"°°� unnmmnnnnuunam�n�o`a FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY SWFWMD STORM WATER MANAGEMENT PRACTICES NON -STORM WATER DISCHARGE MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D -4 AND 40D-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT". IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: 1. WATER FROM WATER LINE FLUSHING. 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES SHALL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. a POLLUTION REDUCTION CONTROLS ,J oLU EROSION AND SEDIMENT CONTROLS NON -STORM WATER DISCHARGE o o L N IT IS NOT EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING THE CONSTRUCTION W Ce " C o 0 STABILIZATION PRACTICES PERIOD: (� LU o J m N 120, d WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN A CONCRETE FERTILIZERS Q = ^ 0 REASONABLE TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE GRADED DETERGENTS PETROLEUM BASED PRODUCTS AND Q CD � z ^ o AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK I5 ( ) a o J �o o x PAINTS ENAMEL AND LATEX FUELS n, ¢ � s ¢ > COMPLETED SHALL BE COMPLETELY SEEDED AND MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL METAL STUDS CLEANING SOLVENTS `� rn " ¢ C7C7UZCDLn BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL DUST GLASS WOOD •, z z -LL_ o z TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE TAKEN TO CONTROL OFF SITE TAR MASONRY BLOCK w z a ~¢ w TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. SAND ROOFING SHINGLES O w ¢ � > STONE � 0- 0 N TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY w ¢ CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH OR OTHER APPROVED MEANS, NO LATER THAN 14 DAYS SPILL PREVENTION Z z J FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE O ~ SEPARATE TYPES OF SEED USED SHALL BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE U USED. THE MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, RYE OR WHEAT MATERIAL MANAGEMENT PRACTICES STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED MULCH WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL O EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH V SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN EFFORT SHALL BE MADE !w TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURER'S LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE STRUCTURAL PRACTICES MANUFACTURER. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. MANUFACTURER'S o. RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE W AND DISPOSAL OF MATERIALS ON SITE. N EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO SILT FENCE BARRIERS, HAY N BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL FUGITIVE DUST. SEDIMENT BASINS - THE STORM WATER HAZARDOUS PRODUCTS MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT IN ORIGINAL CONTAINERS V� THE SEDIMENT BASINS WILL BE CONSTRUCTED TO THE DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT SILT TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. STORM WATER MANAGEMENT PETROLEUM PRODUCTS ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE O STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED AREAS. THE AREAS NOT SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURER'S RECOMMENDATIONS. Q DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE Q SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY FERTILIZERS E.y ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE RETENTION/DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED O BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. J SPECIFIED OTHER CONTROLS PAINTS O U. ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE STORM Uj WASTE DISPOSAL SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A J O CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY Ce WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO STATE AND LOCAL SOLID CONTRACTOR UPON COMPLETION OF THE PROJECT. = Z WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION IS TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT m PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION W MANAGER RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. a a. HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND/LOCAL LU LLI a REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. N N SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE MANAGEMENT CONTRACTOR U. AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. O OFF SITE VEHICLE TRACKING V STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREETS O SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE mmi SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. Always• • business` • • • S i H E E r T ■ N 0 SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE FDEP AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. NAME: TITLE: OPERATOR AND/OR RESPONSIBLE AUTHORITY SIGNATURE: DATE: CONTRACTOR'S CERTIFICATION "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORM WATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER." SIGNATURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPANY: SIGNATURE: ADDRESS: NAME: PHONE: GENERAL CONTRACTOR TITLE: DATE: COMPANY: SIGNATURE: ADDRESS: TEMPORARY AND PERMANENT NAME: STABILIZATION TITLE: PHONE: DATE: COMPANY: SIGNATURE: ADDRESS: STABILIZED CONSTRUCTION ENTRANCE, NAME: PHONE: EARTH DIKES, SEDIMENT BASIN TITLE: DATE: ..A..,iP,�., .. u....F.F.r�..sl�,,.F.-....n.�.�'.we_5..,erns...,e�rrS+.�.,'�tw�a�.'.�-Y�.t. a..�.i.... . .a►ur:,.�f�k.��n�t.'� {� r. a r. t�Yit�4'Y?4�$a�i@.BY�N�kIA[NM 'W,�r.: �.ta�':...,�-. aa�.ve,,.s«,.,. ay .�..,.; r... ,,. a._. .s.. ,. .,� .-..�...r. wre,e. x�. .e ,.-..,, :... ..,�..�....,,.�........��....,.,..�,.�m�v,..v.�..�.,,.�...�.._,.o.�...,,�,..�...,,�....__�.....ru......_........._......._. _..___.......-.,`_.... ... _.. - - - 111111111N STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 CURB ROCK OR OTHER POROUS MATERIAL ROCK OR OTHER POROUS MATERIAL RUNOFF PAVEMENT MANHOLE COVER 'CREATE AN O I 4P HAVING A EQUAL TO THE T OPENING RIGID BARRIER TO PREVENT MOVEMENT OF ROCK OR OTHER POROUS MATERIAL PLAN VIEW RIGID BARRIER TO PREVENT MOVEMENT OF ROCK OR OTHER POROUS MATERIAL "SEEPAGE SECTION A --A 1. RIGID BARRIER MUST HAVE OPENINGS TO ALLOW FOR PERCOLATION OF RUNOFF 2. PLACE BARRIERS IN FRONT OF INLETS ONLY WHERE SUMP CON011IONS EXIST. 3. THE GAP WIDTH MUST BE AT LEAST EQUAL TO THE CURB THROAT OPENING. 4. THESE STRUCTURES MAY CAUSE ASPHALT DAMAGE DUE TO WATER SEEPAGE INTO JOINTS. 1gf 2IXk1 CURB INLET SUMP BARRIER Figure V-15: Illustration of a Curb Inlet "Sump" Barrier Permission is given byHydroDynamics Incorporated to copy and reproduce this detail V-36 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 CONCRE PLACED 1 ARD 1-101. DIAMETER ROCK PLACED AROUND AND TO THE TOP OF CONCRETE BLOCKS GRATE WIRE SCREEN HAVING 0."-IN. OPENINGS PLACED AROUND THE CONCRFTF BLOCKS PLAN VIEW CONCRETE BLOCKS STACKED ONE (1) OR TWO (2) LAYERS HIGH WIRE SCREEN TO PREVENT i THE MOVEMENT OF ROCK OVERFLOW 1-IN. DIAMETER ROCK PLACED AROUND WIRL SCREED! METAL STAKE WIRE SCREEN HAVING O.S-IN. OPENINGS THAT IS SECURED TO METAL STAKES PLAN VIEW METAL RE SCREEN STA�z< MINIMUM OF 12-IN. SEEPAGE 1 i It32A I I l ` 6-IN. SECTION A — A SECTION B— I3 1. THESE BARRIERS SHOULD BE INSTALLED ONLY WHERE "SUMP' CONDITIONS EXIST IN ORDER TO MINIMIZE DIVERSION OF RUNOFF WATERS ONTO DOWNSTREAM STRUCTURES. 2. ROCK BARRIERS AROUND CONCRETE BLOCKS CAN BE INSTALLED ON PAVEMENT OR BARE GROUND. ROCK F ARRIER D FOR AREA DRAII` 0 Figure V-13: Illustration of Rock Barriers around Area Drains Permission is given Iry HydroDyriamics Incorporated to copy and reproduze this detail V-32 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 a lip adb w z >3 5 lie I e ��(L j" o u a U. (14 Ws s 2 Ln 6 LU a Z 12 ate• Ir'2 tu-3, tnyzyJg kN- qg ri - .I 2 I U.Qrwfi ea $ 3 Ix .3 MUM { -. ;g � "I;S� I �s1 s• A n 5001i :1 FQ js � z U??93Wawt a y I I GTg? t~y -°r�?tiP Z .=ry ci •f ei air Ciw Figure V-9: Illustration of Installing a Floating Turbidity Barrier V-24 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 UP TO 6 FEET APART FOR TYPE 3 UP TO 14 FEET APART FOR TYPE 4 24-LIN, WK HEIGHT BACKFILL TRENCH FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE POSTS OR (IF USED) TO THE WIRE MESH WOOD OR STEEL POST INSTALLED BEFORE COMPACTING BACKFILL MATERIAL \ RUNOFF FABRIC MATERIAL WHEN FABRIC IS INSTALLED IN A TRENCH WITH COMPACTED SOIL, ANCHORS CAN BE ATTACHED TO REDUCE THE POTENTIAL OF "BLOWOUTS" (NOT NEEDED IF -SLICING- METHOD IS USED) STEEL OR WOCaGi POSTINSIALLED AFTER COMPACTION OF "SLICE" SLICING METHOD ATTACHING TWO SILT FENCES WHEN TRENCHING IS USED PLACE THE END POST OF ONE FENCE INSIDE THE END POST OF THE OTHER FENCE ROTATE BODi POSTS AT LEAST 180 M DEGREES IN A CLOCKWS: DIRECTION TO CREATE A TIGHT SEAL VATH THE FABRIC FABRIC MATERIAL MUST BE PLACED IN A 6-1N. MATERIAL x 6-IN. TRENCH WITH A -L- SHAPE BEFORE DMECTION OF RUNOFF WATER BACKFILLING AND COMPACTING THE SOIL. DRIVE BOTH POSTS i ABOUT 12- thl. INTO THE TRENCHING METHOD GROUND AND BURY THE RAP IN A TRENICH 02oat SILT FENCE BARRIER INSTALLATION Permission is given by HydroDynamics Incorporated to copy and reproduce: this detail V-7 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 Figure V-14: Illustration of a Frame & Filter Barrier for Area Drains Permission is given by HydroDynamtics Incorporated to copy and reproduce, this: detail V-34 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 CONTAINMENT BERM CAN BE CONSTRUCTED FROM POND BOTTOM MATERIAL EXCAVATED TO CREATE AN AVERAGE POND DEPTH OF AT LEAST 30-IN. WHEN MEASURED FROM THE RIPRAP DEPRESSION LOW POINT. OVERFLOW AND TREATED RUNOFF G, SEDIMENT -LADEN I MIXTURE OF 6- TO 12-1N. RUNOFF WATER l DIAMETER RIPRAP MATERIAL We L �EON11RANCE TO POND MUST BE 6-IN. WER THAN `COP OF OUTLET STRUCTURE PLAN VIEW MINIMUM OF 6-1N. DEPRESSION FOR OVERFLOW 6 FT. MINIMUM MINIMUM 6.0-IN, FREEBOARD +' 24-IN. MINIMUM OUTLET VIEW 1, CONTRIBUTING AREA MUST NOT BE LARGER THAN 5,0 ACRES. 2. NOT EFFECTIVE FOR REMOVING FINE LOAM/CLAY PARTICLES SUSPENDED IN RUNOFF WATERS. 3. ONCE THE POND IS FULL, INFLOW RATES WILL EQUAL OUTFLOW RATES. SINGLE CHAMBER SEDIMENT CONTAINMENT SYSTEM 11/031 Figure IV-13: Illustration of a Single Chamber SCS Permission is given by HydroDyntmtica Incorporatedto copy and reproduce this. detail. IV-29 ' I to STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 W v �'^ •'rfiiii r. 1 REMOVE SAR SIDE VIEW INSTALLED ¢yl?ooa a INLET INSERT SEDIMENT CONTAINMENT SYSTEM ,z Figure V-18: Illustration of an Inlet Insert Sediment Containment System Permission is given by HydroDymamics Incorporated to copy and reproduce this detail V-42 STATE OF FLORIDA E&SC DESIGNER & REVIEWER MANUAL; LATEST EDITION: JULY 2013 s-rr-rr-�-s-r-r�-o-s-+r-i-w-+s-m`• t • A • w • ! • • • ! • • • • w • • • • • • i • i �,••+!!!w•! • • w •+w•!ww•!•ww#•!•N••+•+++s••!• �•�!�•*wr! �w�•r•�l�t►*w�w�,I�il�la•#•a!`s ••w+www!!+ • • • it++!•!•!•!!l+l+�f•++lw+•!r!•• y #!`�,1+••l+ilk• • s A "A t a Figure V-19: Illustration of a Soli Tracking. Prevention Device Permission is given by HydruDynarnics Incorporated to copy and reproduce this detail V-444 I Lu H CT CO L!) d f) N +-i z aW>--tn�OZtn Ln O t]CDmwZO^ W :ODm d LU O CDOw a LE,O I— wC7r°�n Z Q 0 O p0¢C9Wt7� Z�CZ7 Wa'��¢ <n � N C14 a¢o Ln a O a a o N 1 'l r ,,,,,,���G ``\\`````"\\"`v\A,oq\tN1�!uumiult/�q,,,�p,,.�q. j �y.••:�.•0 E•11Ani4 * V * * o -U STATE OF �0 •• 07/25/2022OR I • <v P•• �`, o N W rn - O 0 0 rn N 0 rn �� W IC) V �g: Ce -�U W OC co rJ � '� n 0 Q U M W^ 0 .� o E to Z 0 x rn Q 'ir 2 a > N M. M d U- Q C7C7UZ(-Otn Z Z i O Z 04 O W Z Q H W Z � 1-- ~ a to W Z Z ZJ 0 U F U O 0 V O a W N U U) z 0 ce O U. J J >N 13 = W Uj W W � N N a �LL z 0 U J S H E E T N ■ 0 11 nmmmmmmn c Ramp Requirements [§405] Ulf MU411 01L(G0 if Yalu i greater than 6" Runn" (§405.2 12 rZa x Rise (§405.6) Cross e 30" max per run (§4Q5.3j :48 max,,. Surfaces (§405,4) firm, stable, and slip -resistant (run and landing surfaces) Level Landings (§405.7) Edge Protection (§405,9) at top and bottom along ramp run and landings Alterations (§405.2) Wet Conditions (§405.10) Permitted running slopes where space is limited: Landings must be designed to 1:10 max (6" max rise) or 1:•8 max (3" max rise) Prevent the accumulation of water. Parallel Curb Ramps Curb ramps can be oriented parallel to sidewalks. This design provides an option where limited space precludes a top landing. A level landing 48" long minimum (60" preferred) accommodates maneuvering between runs and right-angle turns to connecting routes, such as parking access aisles and crossings. Detectable Warnings 406.8 DOTY s Standards 705 Detectable warnings are required on curb ramps at transit facilities covered by DOT'S Standards (facilities used by state and local governments to provide designated public transportation services, such as rail stations and bus stations). They are not required at non -transit facilities subject to DOJ's Standards. DOT also requires detectable warnings on curb ramps in projects funded by the Federal Highway Administration. New guidelines the Board is developing for public rights -of -way will address requirements for detectable warnings at curb ramps and other transitions along public streets and sidewalks where hazards to people with vision impairments are greater. Where detectable warnings are required (or provided anyway) they must meet specifications for size, spacing, and contrast. These detailed criteria provide a distinctive texture intended to have a uniform meaning in alerting persons to the approach to vehicular areas (as well as drop-offs along rail station platforms). Detectable Warnings on Curb Ramps Slope [§405.2] and Cross Slope [§405.3] Slope represents the proportion of vertical rise to horizontal length and is slope = rise: length risespecified in the Standards as a ratio (e.g., 1: 12). It also can be expressed length as a percentage, pitch, or in degrees. The running slope is to be uniform along a run, although slight variations may occur with certain materials such as concrete. No other changes in level other than the running slope (1:12 max.) and cross slope (1:48 max.) are permitted. Variations in slope, such as grade breaks within runs, can disrupt wheelchair travel. Clear Width [§405.5] Ramp runs must have a clear width of 36" minimum (measured between handrails where provided). The width of ramps that are part of a means of egress may further be determined by applicable life safety codes and requirements for minimum exit widths greater than 36". 1 1 36" rain I _ Employee Work Areas Common use circulation paths must be accessible in work areas 1,000 sq. ft. or more in size. Ramps on these circulation paths must comply except that: - the clear width can be reduced below 36" by work area equipment where it is essential to the work being performed (§405.5); and ` - handrails can be installed after construction, as needed (ramps must be sized so that the minimum clear width is maintained) (§405.8). Rise [§405.6] The height of runs is limited (30" max.), but there is no limit on the number of runs a ramp may have. Long ramps with many runs can be strenuous for people using manual wheelchairs. While intermediate landings offer resting points, they do not reduce the amount of effort that must be exerted to negotiate multiple runs. Edge Protection [§405.9] Edge protection along ramp runs and landings keep wheelchair casters and crutch tips on the surface and can be provided by curbs, barriers, or extended surfaces. Edcie Protection Alternatives Curbs if used must be at least 4" high. Rails or other barriers must prevent passage of a 4" diameter sphere. 2 4 tr Vertical pickets used for edge protec9on must Run and landing surfaces that extend at least prevent passage of a 4"diameter sphere. 12" beyond the inside face of handrails will provide adequate edge protection by Edge protection is not required at: preventing wheelchair casters and crutch tips from slipping off the edge. • ramps no higher than 6" that have side flares • ramp landings serving an adjoining run or stairway • sides of ramp landings with vertical drop-offs not exceeding 1/2' within 10" of the minimum landing area Landings [§405.7] Level landings are required at the top and bottom of each run. Changes in level greater than 1:48 are not permitted at landings. Landings must be designed to prevent the accumulation of water, Grade breaks (i.e., where the change in slope occurs) must ` „ 6R be perpendicular to the direction of ramp runs to prevent cross -slope issues and uneven surfaces. No change in level is permitted within landings other than slopes 1:48 max. intermediate landings between runs must be at least 60" wide clear and 60" long clear where ramps change direction (any change from linear). Handrails, edge protection, vertical posts and other elements cannot obstruct or overlap the minimum 60" by 60" clearance. The 12" minimum handrail extensions required at the top and bottom of ramp runs must be in the same direction of the run, but they can turn or wrap where handrails are continuous at the inside turn of dogleg or switchback ramps. Wet Conditions [§405.10] Landings subject to wet conditions must be designed to prevent the accumulation of water. Landings are permitted slopes not steeper than 1:48 to allow for drainage. Dome Spacing Dome Size Diagonal Curb Ramps [§406.6] If curb ramps are placed diagonally `6 1.6'* * 50% - 65% at an intersection, it is important that men 2=4" of the base clear space 48" long min. is diameter available at the bottom that is outside active vehicle traffic lanes 0 _(L . - 0•2" and is located within marked -2.4 crossings, where provided. A _1'69, segment of curb at least 24" long beyond flares must be provided on .0 diem}9 both sides of curb ramps with side (basee diameter) flares within marked crossings. This curb segment provides an orienting cue at crossings for people with vision impairments. Intermediate Landings Where Ramps Change Direction Handrails Extensions must be linear, but can turn or wrap where handrails ' are continuous at the inside turn of dogleg or switchback ramps ® 40 Configuration Recommendation: Align run�Iess than 60" wide to the outer edge of landings for easier wheelchair maneuvering between runs Doorways at Landings [§405.7.5] Required door maneuvering clearances can overlap ramp landings (it is advisable to locate the swing of doors outside ramp landings for greater safety). Doorways at Ramp Landings - ' Y Recommendation: Locate door - _ swing outside ramp landing Handrails [§405.8, §505] Handrails are required on both sides of ramps with a rise greater than 6", The Standards do not require lower handrails serving children except at ramps serving play areas, but include a recommended height (28" max.) and separation (9" min.) from the required handrail to minimize entrapment hazards. Handrail Height and Clearance 36'° min 14 le- Recommended nhere lower nandrari for 01 ch,,I&en is provided: 9" min recommended Ln 0 ,3471- 381% consistent !weight along run 28" max recommended t w ( "- 28" at ramps a within pray areas) o M CO Tr-,0 T M N. 1 O }I'M �. �;.:: aw>. cn.,0Z n ..�. d.:�* `i, "4� .�.._ ,,., ,.r. :4s. A>. _F,..'•= _ -;',,c .x em, r.3" „ _ �,h .u. J � a 5 Handrail Continuity and Extensions M, Lou 0-"- a0ww00� a w I- C) O o N Extensions 12 "long min. in the same direction of travel are required >OHF-wW� o o z C) < r) CD O N at the top and bottom of runs (except for inside rail of switchback z W o o z (D � a a o v *00 ^ N w Ln ramps) to provide support before entering or exiting ramps. " The 12"min. is "°N#`°TIIIIIII'IFq"< 12" Handrails must be continuous measured to Bottom gripping surface the full length of run and tops min the start of the 12 °° .o° Q' can be obstructed up to and sides of gripping surface return radius. min 20% of the length. cannot be obstructed. c E Extensions must return to guard, wall, or floor. Extensions with a leading edge 27" high max. can extend any amount from posts. Those with a leading edge higher than 27" are limited to a 12" protrusion from posts (§307.3). The sloping portion of handrails are not required to comply with requirements for protruding objects. Curb Ramps [§406] Top Landing [§406.4] Top Landing Slope Requirements for curb ramps apply to ramps that cut through curbs or are built up to The required landing at the top Of curb ramps allows an accessible route to connect to The maximum sloe of the to landing is determined b the configuration of connecting p P g Y g g them. New guidelines the Board is developing for public rights -of -way will further the ramp opening. Side flares, where provided, are intended primarily to prevent accessible routes. address curb rams located along public streets and sidewalks, but the are not P 9P Y tripping hazards, not to accommodate wheelchair maneuvering at ramps (except in pp g g p( p discussed in this guide. DOJ's 2010 ADA Standards require curb ramps at newly alterations where sufficient landing space is unavailable). Side flare slopes cannot constructed or altered streets, highways, and street -level pedestrian walkways to exceed 1:10 max. (or 1: 12 max. in alterations where a top landing is unavailable). provide an accessible route for pedestrians at intersections 28 CFR 35.151 i -- - -- at1" tas A. Curb Ramp Requirements [§406] wide as ram 48 ,t--�- maxi I j I 1:20 , }yg® max Top Landing (§406.4) facilitates maneuvering to and from Grade Breaks >, r ramp without travel across side flares At top and bottom .- perpendicular to the direction of ramp%; ,r .� -' •� ,� runs to prevent cross -slope �. and uneven surfaces I `. 900 w .. �jtqres llwheret,l rovl d Ru nin e n � 1,1 x t� e 0 ma al 4os.1 '� 1.1Q max r • 1,1 max Perpendicular Accessible Route P Parallel Accessible Route Alterations 406 1 <. § 1.12 max _ v - _ _ cro perpendicular connecting The cross slope of er endreu a co nect n p p P 9 If the only connecting accessible route runs Permitted rennin o es sn g P routes limit the slope of the ram top landing to P g parallel t t ramp the to landing p a! o he mp run, e p a g can • where space is !t rted: „ Cross Slope (§4Qfi.3) �r��.�. `„ � mini1:48 measured parallel to the rennin slope). ( A gslope 1:20 max. 1:10 max (6 m rise) or 1.48 max 1:8 max 13"m rises Alterations: Ramp without Top Landing Sides of Curb Ramps [§406.3] Location (§ 6,5 Cannot ( ct into vehicular traffic p In alterations where sufficient landing space is not available, side flares must be Curb ramps can have returned sides, but a top landing is required under all conditions lanes, pa spaces, or acces ing , provided and cannot slope more than 1: 12 to facilitate wheelchair maneuvering. to allow maneuvering to and from the run. aisles. Parallel curb ramps (page 12) provide an alternative in such conditions. -a LL , 01 W-- N Transition to Street [§406.2] Smooth Transition at grade break (no lips or other changes in level) Ramp Running Slope 1:12 max Counter Slope 1:20 max Islands [§406.7] A 48" min. long separation is necessary between curb ramps so that people using wheelchairs can clear one ramp before negotiating the next. Level cut-throughs provide an effective alternative, especially at narrow islands that will not accommodate opposing curb ramps with a 48" separation. Island with Curb Ramps Island with Cut -through NOTES: 1. NOT ALL DETAILS SHOWN ON THIS SHEET MAY APPLY. THESE DETAILS ARE INCLUDED TO GUIDE THE CONTRACTOR DURING THE CONSTRUCTION OF A.D.A. RAMPS, CURB RAMPS AND ACCESSIBLE ROUTES. 2. THE CLIENT/CONTRACTOR SHALL BE RESPONSIBLE FOR SURVEYING AND MEASURING THE ADA LOCATIONS AND ACCESSIBLE ROUTES POST -CONSTRUCTION AND CONFIRMING COMPLIANCE. 3. IF ADA CERTIFICATIONS ARE REQUIRED BY THE EOR, A DETAILED A.D.A. AS -BUILT SURVEY WILL BE PROVIDED TO THE FOR WHICH DEMONSTRATES COMPLIANCE. UNITED STATES ACCESS BOARD Advancing full Access and inclusion for All 1331 F Street, NW Suite 1000 - Washington, DC 20004-1111 (202) 272-0080 (v) (202) 272-0082 (TTY) - www.access-board.gov E E T N 0 0.91887 -a STATE OF 007/25/2022 ' �441s F�0R10P.�\� a V) W V W a a O Z O O V a W N LL 0 N w¢ �o 0 0 Lrl fV OJ a' w O � rn k � r, cl� ^ 00 W o ZD o U M LU N W � Z O ko M Q "r O X = Q r 1i d M Cl- LL Q I� H/C SIGN PER FDOT INDEX 17355 H/C STRIPING PER FDOT INDEX 17346 6" WHITE 2" T 2" " WHITE 12' HANDICAP PARKING PAVEMENT MARKING NTS 0.1*D d. ♦ ° a ♦a A d 0.2*D J CONSTRUCTION JOINT STRUCTURE SINGLE -COMPONENT n. POLYURETHANE SEALANT 3/4" 1/411 THICK .4 _ ...< d D CLOSED CELL SEMI -RIGID PLASTIC JOINT FILLER 1/4" EXPANSION JOINT SINGLE -COMPONENT 1/2" POLYURETHANE SEALANT 3/4" THICK •. D CLOSED CELL SEMI -RIGID PLASTIC JOINT FILLER 1/2" EXPANSION JOINT 1/4" TDB/4 . . ° � 4 Ll - ° ° . 'n d. F d . .. ,. D ' e° d! a CONTROL JOINT NTS z g Uj w 0 SPECIFICATION REQUIREMENTS ON LAYER THICKNESS FOR TYPE SP STRUCTURAL COURSES THE LAYER THICKNESS MUST BE CONSISTENT WITH THE FOLLOWING THICKNESS RANGES: FINE MIXES H/C SIGN PER FDOT INDEX 17355, FTP-20-06 & FTP-21-06 2"x2" GALV. STEEL TUBE EXTENDED INTO CONCRETE FILLED 6" DIA. PIPE. 6" DIA. x .28" THICK PIPE, CONCRETE FILLED. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. ALL STEEL TO BE RUST FREE AND PRIME COATED. BOLLARD TO BE PAINTED YELLOW. BOLLARD MAY BE DELETED WHEN LOCATED WITHIN A PROTECTED AREA. 18" DIA. CONCRETE FOOTER 18" CONCRETE FOOTING SIGN DETAIL N.T.S HANDICAP PARKING SIGN DETAIL NTS TYPE MIX MINIMUM MAXIMUM SP-9.5 1" 1.5" SP-12.5 1.5" 2.5" SP-19.0 2" 3" IN ADDITION TO THE MINIMUM AND MAXIMUM THICKNESS REQUIREMENTS, THE FOLLOWING RESTRICTIONS ARE PLACED ON THE RESPECTIVE MATERIAL WHEN USED AS A STRUCTURAL COURSE: SP-9.5 LIMITED TO THE TOP TWO STRUCTURAL LAYERS, TWO LAYERS MAXIMUM. SP-9.5 MAY NOT BE USED ON TRAFFIC LEVEL D AND F APPLICATIONS. SP-19.0 MAY NOT BE USED IN THE FINAL (TOP) STRUCTURAL LAYER. ASPHALT COMPACTION REQUIREMENTS: SP FINE GRADED 93% IN ACCORDANCE TO FM 1-T 166 TYPE III OR S-1 95% OF THE MARSHAL DESIGN DENSITY OR OTHER FDOT PROCEEDURE AS APPROVED BY THE ENGINEER. ASPHALT BASE \\\\\\ SUB -GRADE NORMAL ASPHALT 2" TYPE SP-9.5 FOR NORMAL DUTY BASE 6" LIMEROCK LBR-100, COMPACTED TO 98% OF AASHTO T-180 OR RECYCLED CONCRETE AGGREGATE, LBR-150, PER FDOT STANDARD SPEC 911, COMPACTED TO 100% OF AASHTO T-180 SUB -GRADE 12" LBR-40, COMPACTED TO 98% AASHTO T-180 NOTE: PRIME AND TACK COATS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 300. NOTE: SP-9.5 ASPHALT TO BE CONSTRUCTED IN 1" LIFTS TYPICAL ASPHALT PAVEMENT SECTION NTS GENERAL NOTES: 1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER 2. USE ACI 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS 3. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS 4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. 6. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1�' IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. 7. LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND WORK TOWARD EDGE OF PAVEMENT 8. KEEP ALL JOINTS CONTINUOUS 9. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF PLACEMENT; A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN LENGTH B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT 10'x10') 10. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A JOINT LAYOUT PLAN AS A SHOP DRAWING SUBMITTAL CURBS: 1. ALL CURBING SHALL BE CONSTRUCTED OF CONCRETE THAT WILL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS 2. ALL CONCRETE CURBS SHALL BE SPACED WITH A FULL -DEPTH, }'WIDTH ISOLATION JOINT MATERIAL PRIOR TO PLACEMENT OF ADJACENT CONCRETE PAVEMENT 3. THERE SHALL BE CONTROL JOINTS, EITHER TOOL OR SAW -CUT, MATCH PAVEMENT JOINTS, UNLESS OTHERWISE SPECIFIED; JOINTS SHALL BE FORMED WITHIN 12 HOURS OF PLACEMENT 4. ALL CURB ENDS THAT DO NOT TIE INTO OTHER FACILITIES SHALL TRANSITION DOWN TO PAVEMENT GRADE IN 24 INCHES 5. CONSTRUCTION JOINT SHALL BE TIED WITH A No.4 TIE BAR EXTENDED 6 INCHES INTO EACH CURB SECTION AND SHALL BE SPACED WITH A FULL -DEPTH }'WIDTH ISOLATION JOINT MATERIAL CONCRETE PAVEMENT •ae 0 COMPACTED SUBGRADE D = PAVEMENT THICKNESS Ds= COMPACTED SUBGRADE THICKNESS LIGHT DUTY PAVEMENT PROVIDE 5.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 HEAVY DUTY PAVEMENT PROVIDE 6.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 TYPICAL CONCRETE PAVEMENT SECTION NTS + + !--------- I dia. Steel bollardo ! conc. Filled (tyrp) ' ! CL ' I CL En Max ! clearance rain. � fires I F swing gate (typ•) 4 Min. I I L PLA '. drop pin hauler (typ•) STOP SIGN DETAIL NTS 311 1 4" I'-2„ 10,, See Note 2 SPope to Fit Driveway N ry" r DROP CURB NOTE 2: FOR TYPE E, TYPE F, DROP CURB, AND VALLEY GUTTER: WHEN USED ON HIGH SIDE OF ROADWAYS. MATCH THE CROSS SLOPE OF THE GUTTER RO THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP IS 6", UNLESS OTHERWISE SHOWN ON PLANS. *no boom with 1-#5 rebar continuous ,.1c clearance min: - Irx 16" concrete footing w 2- #5 rebar (typx) © #4 - REBAR CONTINUOUS STOP @ EACH SIDE OF CJ'S ROUND EDGE M1 PAVEMENT SURFACE CONCRETE SIDEWALK WITH 6x6 W 1.4xW 1.4 INTEGRAL CURB & SIDEWALK NTS I`. 00 drop pile (typ.) gate (typp.) 1--#5 at 4' center 300 0 p.s.L concrete slab with fiber mesh reinforcing -- monolithic, mil $" thickness, CITY OF ZEPIIYRHILLS, FLORIDA PUBLIC WORKS ADMINISTRATION 1 OF a A PRECAST CONCRETE WHEEL STOP NTS PAVEMENT SURFACE FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 TYPE T" CURB NIN�IIn' w Q 1-4 01 CO n 'D Lf) M N Cj Z Q�w>-cn-Ozcn Q ®m CD �cz�7m�w7- <0w�°O-' w p O N ce O a °0ZLU z��C'ea¢p s rn N oLj ON Iw-O o°PN`u,T uamum�q,uq„o, SURFACE 6" V-6" 2"R LA " 3°R 3/4"R 0 di ♦. d. •d 9.a e 8" FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO. 300 S H TYPE T" CURB E E NTS T N 0 * / 'PO. 91887 ( -D STATE OF JF -P� 07/25/2022 OR N W N O J 0 a' ¢o I W0U_ Q�� V �� `��0 ^ O U L1J M ^ ^ a Qce ^ O Q M W Z o_jt°Oo 0X0 ii MQd- SQL N a M d LL Q C7 C7 U_ 2-1cn (� LL-O.Z� G O LU Z < < >- W Z Ce W Z QJ F- U a o Ln o aLn w z z ZJ ¢K U O H O ce v1 Z a W N U. 1. 11111111111N. C �2-1 1/2" SO. WOOD POST, 6' O.C. (MAX.) FILTER FABRIC, SILT FENCE BACKFILL SWALE SEDIMENT EXISTING LADEN GROUND RUN-OFF FILTERED �- RUN-OFF MIRAFI SILT FENCE OR EQUAL, SEDIMENTATION CONTROL F.D.O.T. INDEX #102. FILTER FABRIC IN ACCORDANCE WITH NOTES: SECTION 985 OF THE F.D.O.T. STANDARD SPECIFICATIONS. 1. TEMPORARY EROSION CONTROL STRUCTURE TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BY ENGINEER OR AREAS ON -SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS. EROSION CONTROL STRUCTURE MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, OR COMPACTED AS DETERMINED BY CONTRACTOR. 2. CONSTRUCT STORMWATER SYSTEMS BEFORE ANY BUILDING OR ROAD CONSTRUCTION IS STARTED. a.)PROTECT SYSTEM FROM SILTING AND DEBRIS BY METHODS PROVIDED IN DETAILS. b.)PROTECT SWALE BOTTOM FROM SEALING BY EXCAVATING ALL SILT DEPOSITS DURING CONSTRUCTION. THIS SHALL BE DONE BEFORE SOD & SEEDING & MULCHING IS FINISHED EROSION CONTROL STRUCTURE THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIM ENT CONTROL PROGRAM WHICH IS TO BE IMPLEMENTED TO HELP PREVENT OFF -SITE SEDIMENTATION DURING AND AFTER CONSTRUCTION OF THE PROJECT. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES S N N L M RE HALL BE INSTALLED AT THE EARLIEST PRACTICAL TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRST CONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIAL WORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITH PERMANENT MEASURES TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL THROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE CONSTRUCTED FOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORM THEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICH MAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF OR HIGH WATER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 - PHONE (813)780-0029 FAX (813)780-0613 UNDISTURBED EARTH (TYP) WHERE SHORING IS NOT EXTENDED TO I SURFACE, SLOPE EXCAVATION AWAY FROM TOP OF SHORING PER OSHA REQUIREMENTS PRIOR TO COMPLETION OF FINAL BACKFILL, REMOVE SHEETING ABOVE 12" OF TOP OF PIPE; REMAINDER OF SHEETING TO BE LEFT IN PLACE PIPE OUTSIDE DIAMETER OR VERTICAL CONDUIT SPAN PIPE SPRING LINE OR CENTERLINE OF VERTICAL CONDUIT SPAN SHEETING OR TRENCH BOX FOR SHEETING TYPE CONSTRUCTION, DRIVE SHEETING BELOW BOTTOM OF EXCAVATION FOR LATERAL SUPPORT AS REQUIRED BY THE CONTRACTOR'S REGISTERED ENGINEER TRACING WIRE REQUIRED REGARDLESS OF TRENCH TYPE, (REFER TO ADDITIONAL NOTE 2) a o z MIN SIDE SLOPE o PER OSHA FOR SHORED FOR OPEN REQUIREMENTS GROUND TRENCHES TRENCHES (TYP) SL RFACE O O z WARNING i TAPE �. - HI �J: �w } ;n 3 3 z OPEN TRENCH MAXIMUM 4 D VERTICAL WALL HEIGHT 6 - m PER OSHA REQUIREMENTS I I PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT $PAN NOMINAL PIPE DIAMETER MINIMUM SIDEWALL CLEARANCE ADDITIONAL EXCAVATION DEPTH (1) OR HORIZONTAL CONDUIT SPAN (INCHES) A (INCHES) B (INCHES) LESS THAN 24 12 12 24 AND GREATER 18 18 ZONE ZONE NO. NAME MATERIAL COMPACTION 1 FINAL BACKFILL AS SPECIFIED AT LEAST 957. MODIFIED PROCTOR O INITIAL BACKFILL MAXIMUM DRY DENSITY ASTM D-1557 (98% U3 HAUNCHING ® BEDDING WHEN UNDER PAVEMENT) QS FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. TRENCH ZONE NOTES: 11) FINAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. (2 INITIAL BACKFILL SHALL BE INSTALLED IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING OR AN APPROVED METHOD OF MECHANICAL TAMPING. REFER TO ADDITIONAL NOTE 3. 3 HAUNCHING SHALL BE i COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES LOOSE MEASUREMENT. ALL LIFTS SHALL BE N 0 E E COMPACTED HAD TAMPING. HAUNCHING BE BROUGHT UP EQUALLY ON BOTH SIDES OF H PIPE. @Y N A N NG SHALL T Q 0 D THE ® BEDDING SHALL BE INSTALLED IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT, AND SHALL BE COMPACTED BY HAND OR MECHANICAL TAMPING. PROPERLY SHAPED BELL HOLES SHALL BE EXCAVATED IN THE BEDDING TO PERMIT ASSEMBLY OF THE PIPE. REFER TO ADDITIONAL NOTE 3. Q NATIVE, UNDISTURBED MATERIAL IN COMPLETELY DEWATERED TRENCHES MEETING THE COMPACTION AND MATERIAL REQUIREMENTS FOR COMPACTED BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT FOR SHAPING OF THE BELL HOLES, AND WHERE REFILL IS REQUIRED. FOUNDATION SHALL BE REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. FOUNDATION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR BEDDING. REFER TO ADDITIONAL NOTE 3. ADDITIONAL NOTES: 1. FOR TRENCHES IN VEHICULAR TRAFFIC AREAS OR BENEATH SURFACE IMPROVEMENTS (EG, SLABS, ASPHALT, ETC.) SEE CONTRACT SPECIFICATIONS FOR ADDITIONAL COMPACTION REQUIREMENTS. SEE DRAWINGS FOR SURFACE IMPROVEMENT AND /OR RESTORATION DETAILS WHERE APPLICABLE. 2. TRACING WIRE SHALL BE INSTALLED ON THE SIDE OF THE PIPE AND ATTACHED TO THE PIPE EVERY 10' W/ A NYLON WIRE TIE. IF THE WIRE IS DAMAGED OR NEEDS TO BE EXTENDED A 3M WATERPROOF TYPE OF SPLICE SHALL BE INSTALLED TO REPAIR THE WIRE, THE ENDS OF THE TRACING WIRE SHALL BE BROUGHT UP IN EVERY VALVE BOX ON THE LINE AND AT THE HYDRANT VALVES. THERE SHALL BE A MINIMUM COIL OF 3' LEFT UNDER THE VALVE BOX COVER. THE WIRE SHALL BE TESTED TO VERIFY CONDUCTIVITY. 3. ALTERNATIVE LFT THICKNESSES NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT ARE ACCEPTABLE IN TRENCH ZONES 1 2 4 AND 5 PROVIDED 1 THE LIFT E SE THICKNESS DOES NOT EXCEED THE MAXIMUM VALUE RECOMMENDED IN WRITING BY THE APPLICABLE PIPE MANUFACTURER AND 2) FIELD TEST RESULTS CONFIRM THAT THE SPECIFIED COMPACTION REQUIREMENTS ARE BEING MET. TYPICAL UTILITY TRENCH DETAIL NITS CITY OF ZEPHYRHILLS DECEMBER 2015 1 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=3 PHONE (813)780-0029 FAX (813)780-0613 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS DOME SLOPE 1/8" / FT. 4" MIN. TODRAIN a A CONCRETE FILLED 6" NOM °a 0 STD WT SCH '-0000 40 STL PIPE 2500 P.S.I, 6"x6"x10/10 WWF SLOPE TO DRAIN CONC. (TYP.) 1 5„ FIN GRADE SECTION FLAG (TyP') CONCRETE - 1/2" EXPANSION JOINT (TYP.) 4'- 0" 4' -0" 4'-0" 12'-0" BETWEEN JOINTS PROFILE CONCRETE WALKWAY DETAIL NOT TO SCALE CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 G=9C PHONE (813)780-0029 FAX (813)780-0613 6" �i�AIN 18" MIN NOTES: 1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD SHALL BE AS SHOWN ON THE DRAWINGS OR AS DIRECTED IN THE FIELD. 2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. BOLLARD CONCRETE FILLED NITS - DECEMBER 2015 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G=1 0- DETAIL (TYP) FINISHED GRADE SEE EXHIBIT G-3 10' MIN 10' MIN PROPOSED UTILITY FULL LENGTH OF -SEE MIN VERTICAL PIPE CENTERED SEPARATION REQUIREMENTS AT CROSSING EXISTING UTILITY PIPE OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) SAND CUSHION FINISHED GRADE COVER PER TRENCH �\ >y 11.25• ELB (TYP) DETAIL (TYP) SEE NOTE SEE EXHIBIT G-3 6" MIN /-PROPOSED UTILITY 10'-0" MIN i 10'-0" MIN EXISTING UTILITY CLPIPE --j P NOTE• WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) PROPOSED UTILITY MINIMUM VERTICAL SEPARATION REQUIREMENTS POTABLE WATER GRAVITY SANITARY SEWER SEWAGE FORCE MAIN STORM RECLAIMED WATER ELECTRIC TELECOMMUNICATIONS COMMENTS POTABLE WATER P-O" V-0"(1,2) 1'-0"(1,2) V-O"(1) 1'-C 1'-0" SEE NOTE 1 GRAVITY SANITARY SEWER V-6"(2) 1'-C 1'-0" 1'-6" V-6"(2) 1'-0" F SEWAGE FORCE MAN V-6" 2 - 1' 0" 1'-0" 1'-0" 1 -6" 2 - 1' 0" SEE NOTE 2 STORM 0 1'-D' 1 - 1' " s - 1' 0" - 1' " o 1'- „ 0 1 ' T RECLAIMED WATER 1'-0" 1'-6" 1'-6" 1'-0" 1'-O" 1'-0" SEE NOTE 2 ELECTRIC TELECOMMUNICATIONS 1'-0" I 1'-0" 1 -0" 1'-0" 1'-0" 1'-0" + (1) FAC 62-555.314 (2) FAC 62-604.400 (3) FAC 62-610.469 NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. MINIMIIM VFRTICAI .SFPARATInN RFnli1RFMFNTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE GRAVITY SANITARY SEWAGE STORM RECLAIMED ELECTRIC WATER SEWER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 10'-0°(1,2) 10'-T(1,2) 3'-0"(1) 3'-0"(1,3) 3'-0" GRAVITY SANITARY SEWER 10'-0"(2) 1'-0" 1'-0" 3'-0" 3'-0"(2) 3'-O" SEWAGE FORCE MAIN 10'-O"'(2) 1'-D" 1'-O" 3'-0" 3'-0'(2) 3'-0" STORM 3'-T(1) 3'-0" 3'-0" i'--0" 3'-0" 3'-0" RECLAIMED WATER 3'-T(1,3) Y-0"(2) Y-0"(2) 3'-T 1'-0" 3'-0" ELECTRIC TELECOMMUNICATIONS 3'-0" 3'-0" 3'-0" 3'-T 3'-0" 2'-0" (1) FAC 62-555.314 NOTE. (2) FAC 62-604,400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. SEE VALVE COLLAR IDENTIFICATION DISC DETAIL SEE EXHIBIT W-5 FINISH GRADE OR PAVEMENT / TRACING WIRE HAND TAMPED BACKFILL AT TOP SECTIONT ADJUSTABLE OPERATING NUT VALVE BOX Cl VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON SEE NOTE THE PIPE FDOT #57 STONE TRACING WIRE (6" DEEP) � PIPE TVALVE 705 • ��`t ♦ • ��Y yam• LENGTH 6" OF VALVE 6" WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE +12" (6" BEYOND EA SIDE) DETAIL (TYP) SEE EXHIBIT G-3 FULL LENGTH OF PIPE CENTERED AT CROSSING PROPOSED UTILITY SHED GRADE i VARIES PING UTILITY SEE MIN VERTICAL SEPARATION REQUIREMENTS 11.29 ELB (TYP) SEE NOTE ti 0' MIN 1i 0' MIN NOTE' CEPIPE WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) NOTES 1. FOR PROPOSED WATER MAINS THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE BY CASE BASIS. 2. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE) NOTES: 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE, 2. VALVE STEM EXTENSIONS) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. GATE VALVE BOX NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=3 PHONE (813)780.0029 FAX (813)780-06137 7 In uUIT CUSHION STING UTILITY SECTION A -A UTILITY CUSHION OSED UTILITY SECTION B-B 6" PIPE O.D. MIN wt5i 6" MIN 0 PROPOSED UTILITY 0 w FULL CONCRETE o ENCASEMENT 4.. 2500 PSI (MIN) a CONCRETE _ z CONCRETE ENCASEMENT NITS UTILITY CONFLICT ii 'D > W '�- V ACT AW N-' ZOZ> z 2 Z ��n n 'x C7 C 'o z \ \ r 0m co mN U)� N 0 1 C rOrn_>m �ZF-Vrr Q-Im mmPV i �pupm N T-OI� D li° ��czi m m OSzr*I-b�mP�X D Z rf <> mo D inn z�\\` =1pm->i 47 ;m;�pI Z-iW OHM >A mq Z r 'C SZ(n a v m" mD m I\/ ON//`/� �7 z `' .., r -117 G Ain rn oc�i mZ �O c�<. pmm X r 3 rrn < O m 3: `,t mI>r>-wm8po I I----"C/\\\�/ N N -0 'DCz<mmz Dom 0(n mm Z-,rr,_ m mmm z AIn O / :.. / �W Ox > r 0>C--� N Imoz-mo m c� hNjO zv \\\/> ///.• -.. z �T .o Mm o -I \/�/'. m !O*im��Zz OZ (n �p .: -CP m m --1 ' 0 Mtn 0� 1 �D r %\`/%\\/:' j v n z rno z m> I z>m _��> �� j\\// 0 m zV) tt \\/�\/ m m"I�z�zz �� m oN nmxm� zN Z i o m m zn0<m rn>mm3z rn0 �!< 0:--2 <>\\ vvN rnm�oM0 r o /�/ \/ :. D� z�0 >m� m� p�z0ZOm > (vn 0 �, /•\\�%,' Z vZ+C� MAc n -mi o> z /�y 0 Z m m z rm m z \\/ ' ,, m m -uA ���*7 mz D fOo 3 m zv �� ()mo zom m �zoos: � ➢ �C r r mm z 00 11 v- - < rzn In o o0�m zto IZn z umiZ 0 11 r��+7 m > %\\% , / ` -n CD Z rm R m O--------- O 22 o v ;\\` ' / . i m o m A z X r o\\ BLDG FACE DECEMBER 2015 CITY OF ZEPHYRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE 813 780-0029 FAX 813 780-0613 O O Wm16A IIIIIIII Q 0 �4 C m co N ko Ln Cr M N I z t7(7m0 < W N J� w w o O m O O H 0��w(DM z 0 O Z X: 0 �i' 22 � a � N 00 N LLi L(i s`) aav0 �U 0 ¢O a CL r7 \\\\\\p\\\i\\01111111111 I I I I I I I I I /1 pll1111/!l//!/ N T Fq4 �yP ..... • % .•C'E' •s• sy .9 87 a %-a ST ATE ATE OF53 - i o 07/25/2022 <v F LO IOP.• R rNA L CD O' t1] 0 O Ln N W w � 00 V00 °` .-. U DG _j ��� aM z C7 ii c_jLo 0 cn< I- =Q7 N 0- M a LL Q C:JC7UZCDv� LL_ 0 �z'�HLu Luz�Qw z_ LLJ J � U d N Z Ln Wz z J J � 0 U 0 V ce a W N LL Z J O g ° � o p O LL cn J ce j i' ce W a G=. N N W LL O N O H �0 V s E E T N • 0 ®®®®®®®®®® .. i GENERAL NOTES: 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED (CONCRETE OR ASPHALT) 2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH AND LARGER PIPE. 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC RESEARCH. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL BE 2 INCHES ABOVE FINISHED GRADE. 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 TRAFFIC BOLLARDS ARE REQUIRED. TEMPORARY METER NOTES: 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS. GENERAL WATER METER ASSEMBLY NOTES RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS 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 RIGHT-OF-WAY SEWER MAIN PVC WYE IN 4" PVC PIPE SEWER MAIN 4" PVC WYE IV4" PVC- PIPE 4" PVC 45' BEND PLAN VIEW AS REQUIRED RIGHT-OF-WAY 12" N SOLVENT WELDED CAP PROPERTY LINE 4" PLUG * * NOTE: MARK ALL POINTS WHERE SEWER SERVICES CROSS CURB WITH A "S" MARK IN CONCRETE. VENT WELDED CAP CONVERT TO CLEAN -OUT UPON FINAL CONNECTION TO CITY SYSTEM —FINAL GRADE 4" PVC PIPE I DEPTH AS REQ. PER CLEANOUT INVERTS AS SHOWN ON PLAN & PROFILES 4" PVC WYE 4" PLUG 4" PVC PIPE SEWER MAIN 4S' OPE 45' BEND OR 90' LONG RADIUS SWEEP MANS 4" PVC PIPE 1 �4" PVC 45' BEND I PVC WYE IN SEWER MAIN NOTE: 4" LATERAL ACCEPTABLE FOR SINGLE FAMILY CONNECTION ONLY, SIDE VIEW MULTI -FAMILY, OR COMMERCIAL SERVICE SERVICE SHALL HAVE 6" MIN. LATERAL. SANITARY SEWER SERVICE PVC SINGLE SERVICE CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=5 PHONE (813)780.0029 FAX (813)780-0613........... FRAME AND SOLID LID & NEENAH R-1974—A (ROUND) OR EQUAL TO PIPE O.D. PREMOLDED PLASTIC EXPANSION JOINT MATERIAL CONCRETE ENCASEMENT AS REQUIRED TO ENCASE FITTINGS AS SHOWN PLUG 2'-6" SQ AC PAVING OR GRADE 0 0 a • . 6„ �-- CONC. COLLAR RAISE TO GRADE IN UNPAVED AREA 4" MIN. ENCASEMENT SAND BACKFILL o. EQUAL DIA. PIPE (8" I.D. MAX.) JOINT • Or o .' .' UNDISTURBED SOIL GRAVITY CLEANOUT NOT TO SCALE 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 s=9 0 U) Lu 0 111111111111 rYw>—W—ozm ul z�0< N cc) w z o- cow O a 0 Lu Ed wo O J �p fV >O=�UnQ a O p o0z3U- ri a, cV z M oC a¢ O r r N L() U a U a < O S H E E T N 0 %J G•E•Ld�eei...7/ U * F S -O STATE OF �0 07/25/2022 �<v %, R� OR 1 "'S0NA .EGA`````,,, a J U) mi W V a a 0 U) z 0 0 V OC a W N LL V) 0 N Lu O CD Ln N Q jLi- , ko n �� J m N ^ a = Q V = M r4 ce LU n CD -j ko z O x M a .r = ¢ > N G. M d u- Q z LD cn ,Z. � Cj LL- LU Z Q ~ LuLu z�¢ z o Ln w z z J J ce U a 0 ce 0 U. v� Ice a W N LL 0 V 0WA-A m� c IL a N N r N N N iz M 0 N F- > a O U a y 1 z 0 a U W 0 w a 0 ®muma0©u®©©m aW>-M-Ozm z Q N LU (D O O N a 0000 L1 O O O N H a yJ M � O ~ Q O (n O zo�m W N W z LL1 V ¢ z M o ro m w U U b w I v ELL 500'LANDSCAPE SEME 3 I I I777. ND$CAPE EASEMENT — — ' : f I i :. AP GF oa LA C E BUFFER EASE T B 65 PG 13 L 3 4 ,SPACES - .. I I . I I P. ,. BC E. O J Z -.. O U PLANT LIST V (All a -T—COMMON SYM. QTY. BOTANICAL NAME NAME SIZE VEHICULAR USE AREA CALCULATIONS 1W J W TREES >m = a "D.D. VEHICULAR USE AREA = 18,405 S.F. Icea MG 2 PE 4 MAGNOLIA GRANDIFLORIDA BLANCHARD' PINUS ELLIOTTII D.D. BLANCHARD SOUTHERN MAGNOLIA 3" CAL. 10' HT. 3" 10' HT. REQUIRED INTERIOR GREEN AREA (18,405 X 10%) = 1841 S.F. >- U SLASH PINE CAL. SP 9 SABAL PALMETTO SABAL PALM 10' C.T. HT. BOOTS REMOVED INTERIOR GREEN AREA PROVIDED = 2,261 S.F. a = U) UA 7 ULMUS ALATA WINGED ELM 3" CAL. 10' HT. X 4' SPD. INTERIOR TREES REQUIRED (1,841 f 200) = 9 INTERIOR TREES W m in SHRUB/GROUNDCOVER PROVIDED = 9 N N Z CF 12 CORDYLINE FRUTICOSA TI PLANT 3 GAL. FULL LL DT 355 DIANELLA TASMANICA VARIEGATED FLAX LILY 1 GAL. FULL @) 0 MC 36 MUHLENBERGIA CAPILLARIS MUHLY GRASS 3 GAL. FULL PM 20 SA 56 PODOCARPUS MACROPHYLLUS 'PRINGLES' SCHEFFLERA ARBORICOLA PRINGLES PODOCARPUS DWARF VAR. SCHEFFLERA 3 GAL. FULL 3 GAL. 18" HT X 18" SPD. VS 231 VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 3 GAL. 24" HT X 28" SPD. 36" O.C. Always call 811 two full business days before o clig � V ZP 14 ZAMIA PUMILA COONTIE 3 GAL. 14" X 14" SOD O• SOD TBD ARGENTINE BAHIA 1 r a z a W N W _ S H E E T N 0 Ll mI Shrub. 3" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade. Slope sides of loosened soil. Loosened soil. Dig and turn the soil to reduce the compaction to the area and depth shown. Root ball rests on existing or recompacted soil. Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. SHRUB - UNMODIFIED SOIL Rootball to be 1 "-2" above finished grade when planted. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Existing soil. URBAN TREE FOUNDATION ❑ ❑ElEl❑ OPEN SOURCE FREE TO USE SECTION VIEW TREE STAKING -LODGE POLES (3) Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a &' x 8' bamboo pole to the central leader and trunk. 32" long non-abrasive rubber ties. Three (3") two inch lodge pole stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. URBAN TREE FOUNDATION 13131300 OPEN SOURCE FREE TO USE z 0 a Ln w 0 1�1�1°'I�I�I`°I�I�IMINI�'I z 1 n!w>— n— 0 Z 0 z Q ce O I- N No CO N 00 Ln E 0) N N O U O H a a 0 1559 -� s w '~J07/2 cr- �i rn 0 %TE . * . r a M �j Ln 00 J (i M M TRIM ONLY DEAD AND 0 o BROKEN FRONDS -DO NOT z o � M CUT CENTRAL LEADER 0 o ui Q W z LU � a z � rn U M J a Central leader. (See crown v observations detail). Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required. Round -topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Existing soil. Slope sides of loosened soil. Bottom of root ball rests on existing or recompacted soil. sx wlaesi almenslon or roof pan. r L1Cf1TI^Ik1 111M I TREE w/ BERM (EXISTING SOIL NOT MODIFIED) 0 W a O U W m 0 Z a Z g a W N w _ Top of root ball shall be flush with finished grade. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade. Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. URBAN TREE FOUNDATION ❑ 000❑ OPEN SOURCE FREE TO USE (3) 2" x 4" x 6" P. T. PINE WOOD CLEATS, WIRE WITH GALVANIZED METAL STRAP AS SUPPORT FOR WOOD BRACERS - DO NOT NAIL BRACES TO PALM TRUNK (3) 2" x 4" P. T. PINE WOOD BRACE @ 120 DEGREES APART, 0 ROOT BALL SHALL BE 1"-2" �,z HIGHER THAN FINISHED GRADE LDz WHEN PLANTED, _� O 2" x 4" x 24" PINE FOOTPAD FOR SOFT S❑IL CONDITI❑NS SUCH AS SAND, BURIED 3' BELOW GRADE 4" EARTHEN WATERING RING 3" MULCH LAYER, GRADE "A" BACKFILL WITH NATIVE S❑IL L-4 EXISTING SUBSOIL � e x w x J J Q W y O Z 7 ~ Q W J U INISHED GRADE OCe � 1 � 0 =J O LL M NOTES. >0 W III III —III III —III —I 11> ALL PALMS WITH A = a III III —III —III— I I —III —III CLEAR TRUNK HEIGHT W a V ❑F 6' FEET OR MORE I— I I III III —III III III —I I ARE TO BE STAKED, N NLIL Q 2>ALL CABBAGE PALMS � 0 Z SHALL BE HURRICANE CUT, LEAVING THE ROOT BALL CENTER FROND, � V 0K> PLANTING HALE SHALL BE 2X O THE DIAMETER OF THE ROOT BALL, PALM TREE - PLANTING AND BRACING H E E T L 2 N 0 m� 00 o g J w a 0 0 0 z � a o >_ w F a Z o 0: 0 w U m z0 o a o m � a w o cn a w 2 Y F- PART 1.0 GENERAL 1. 1 DESCRIPTION OF WORK AWARDED BIDDER SHALL PROVIDE AND INSTALL TREES, SHRUBS AND 50D IN ACCORDANCE WITH THE LANDSCAPE PLAN AND SPECIFICATIONS. 1.2 DEFINITIONS A. "FINAL ACCEPTANCE" SHALL MEAN THAT POINT IN TIME WHEN ALL REQUIREMENTS OF PROJECT DRAWINGS ARE COMPLETED, INCLUDING ANY PUNCH -LIST ITEMS, TO THE SATISFACTION OF THE CUSTOMER. THE AWARDED BIDDER SHALL BE NOTIFIED OF FINAL ACCEPTANCE BY THE CUSTOMER OR THEIR REPRESENTATIVE. B. "MAINTENANCE PERIOD" OR "WARRANTY PERIOD" SHALL BEGIN WHEN PLANT MATERIAL 15 INSTALLED AND CONTINUE FOR A TWELVE (1 2) MONTH PERIOD AFTER NOTIFICATION OF FINAL ACCEPTANCE. C. "FINAL MAINTENANCE INSPECTION" SHALL OCCUR AT THE END OF THE TWELVE (1 2) MONTH MAINTENANCE PERIOD. D. "NURSERY -GROWN" SHALL MEAN GROWN IN THE NURSERY FROM LINERS OR COLLECTED AND THEN GROWN IN A NURSERY NOT LESS THAN 2 YEARS. E. "HEALTHY, VIGOROUS CONDITION" SHALL MEAN LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES AND STEMS, AND A TRUNK CALIPER THAT IS BIGGER, 12 MONTHS AFTER PLANTING, THAN AT PLANTING. HEALTHY, VIGOROUS PALMS HAVE NEW FRONDS DEVELOPING WITH NO NECROSIS OR CHLOR0515 AND ARE GREEN IN COLOR. SHRUBS SHALL HAVE LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES. 1 .3 QUALITY ASSURANCE A. THE INSTALLATION SHALL BE BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE HORTICULTURE, ALL LANDSCAPE MATERIAL SHALL BE PROVIDED BY THE AWARDED BIDDER, AS SFECIFIED ON THE PLANS, B. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT L15TED THERE SHALL CONFORM GENERALLY WITH NAME ACCEPTED BY THE NURSERY TRADE. STOCK PROVIDED SHALL BE TRUE TO ITS BOTANICAL NAME AND LEGIBLY TAGGED. C. AWARDED BIDDER SHALL PROVIDE PHOTOGRAPHS OF PLANT MATERIAL PRIOR TO INSTALLATION. D. PLANT SELECTION SHALL COMPLY WITH 51ZING AND GRADING STANDARDS OF THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANT MATERIAL SHALL BE "FLORIDA FANCY' OR "FLORIDA # I ". E. SUBSTITUTIONS SHALL NOT BE ACCEPTED AND WILL CONSTITUTE AN UNRESPONSIVE BID. F. TREES, SHRUBS AND GROUNDCOVERS: PROVIDE TREES, SHRUBS AND GROUNDCOVER5 OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF THE LOCAL GOVERNMENT. PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, 5UN-5CALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. G. THE CUSTOMER OR THEIR REPRESENTATIVE SHALL INSPECT FOR QUALITY ASSURANCE AND APPROVE PLANT MATERIAL AT EITHER THE NURSERY OR PROJECT LOCATION, PRIOR TO INSTALLATION. H. LOCAL GOVERNMENT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. 1.4 SUBMITTALS A. AWARDED BIDDER MUST SUBMIT CERTIFICATES OF INSPECTION, ANALYSES FOR 501L AMENDMENTS, AND LABELS FOR HERBICIDES, INSECTICIDES AND FERTILIZER MATERIALS. B. AWARDED BIDDER MUST SUBMIT THE FOLLOWING MATERIAL SAMPLES: 1. MULCH 2. TOP501 L 3. PRE -EMERGENT HERBICIDE 4. FERTILIZER 5. PHOTOGRAPHS OF TYPICAL PLANT MATERIAL 1.5 JOB CONDITIONS A. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PROVIDE "NOTICE TO PROCEED" TO THE AWARDED BIDDER. B. AWARDED BIDDER 15 RESPONSIBLE FOR PROTECTING UTILITIES, PAVING, AND OTHER FACILITIES FROM DAMAGE DURING LANDSCAPE INSTALLATION. AWARDED BIDDER MUST NOTIFY "CALL SUNSHINE" (800-G38-4097) 48 HOURS PRIOR TO BEGINNING WORK. C. AWARDED BIDDER MUST PROTECT PLANT MATERIAL FROM DESICCATION DURING TRANSPORT AND INSTALLATION PERIOD. IN M05T INSTANCES, THI5 MEANS DAILY IRRIGATION. D. AWARDED BIDDER MUST FAMILIARIZE THEMSELVES WITH EXISTING PROJECT CONDITIONS, E.G., UTILITIES, 501L STRATA, DRAINAGE, AND 51GHTLINE5, PRIOR TO INSTALLATION. CONFLICTS SHOULD BE ADDRESSED WITH THE CUSTOMER OR THEIR REPRESENTATIVE. E. WORK ALONG CITY, COUNTY, OR STATE RIGHT-OF-WAY MUST COMPLY WITH THE APPROPRIATE REGULATING AUTHORITY5 GUIDELINES FOR "TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS". AWARDED BIDDER SHALL BE RESPONSIBLE TO FILE AND OBTAIN ANY AND ALL REQUIRED AGENCY PERMITS. F. AWARDED BIDDER MUST PROVIDE TREE PROTECTION WITHIN THE SCOPE OF WORK. REFER TO LOCAL GOVERNMENT TREE ORDINANCE FOR SPECIFIC REQUIREMENTS. PART 2.0 SHIPPING * HANDLING 2.1 TRANSPORTATION A. TREE ROOT BALLS SHALL BE IRRIGATED JUST PRIOR TO SHIPPING. TREES SHALL BE SECURED IN THE TRUCK 50 AS NOT TO ROLL. DO NOT ALLOW CLOSED TRUCKS TO REMAIN STANDING IN THE SUN IN HOT WEATHER UNLESS THEY ARE AIR-CONDITIONED. B*B TREES SHALL HAVE THEIR ROOT BALLS SHRINK-WRAPPED PRIOR TO TRANSPORTING THEM FROM THE NURSERY. TREES AND SHRUBS SHALL BE SHIPPED TO THE SITE IN ENCLOSED VANS OR COVERED WITH WOVEN SHADE TARP. B. DELIVER 50D WITHIN 24 HOURS OF BEING HARVESTED. DO NOT DELIVER MORE 50D THAN CAN BE LAID WITHIN A 24 HOUR PERIOD. 2.2 UNLOADING AND HANDLING TREES WILL BE REJECTED IF THEY ARE DROPPED TO THE GROUND SUDDENLY. CONTAINER GROWN AND BOXED TREES SHALL BE LIFTED WITH A FORKLIFT UNDER THE CONTAINER OR CARRIED BY HAND BY THE LIP OF THE CONTAINER. TREES MAY BE LIFTED BY WIRE LOOPS INSIDE THE CONTAINER. TREES MAY NOT BE LIFTED BY THE TRUNK. BALLED AND BURLAPPED TREES SHALL BE HANDLED BY THE ROOT BALL IN A MANNER THAT DOES NOT DEFORM THE SHAPE OF THE ROOT BALL. TREES SHALL NOT BE HANDLED BY THE TRUNK. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING SITE IRRIGATE TREES AND SHRUBS AS SOON AS THEY ARRIVE AT THE PLANTING SITE. AFTER PLANT MATERIAL 15 UNLOADED FROM THE TRUCK, IT SHALL BE STOOD AND STORED IN THE ERECT POSITION AND IRRIGATED TWICE DAILY WITH 5 GALLONS PER INCH TRUNK DIAMETER OR I GALLON FOR EVERY 3 GALLONS OF CONTAINER UNTIL PLANTED. SHRINK WRAPPED B*B TREES AND PLANTS IN PLASTIC CONTAINERS SHALL BE STORED IN THE SHADE. PART 3.0 MATERIALS 3.1 PLANT MATERIALS TREES A. NURSERY STOCK SHALL MEET THE MINIMUM DIMENSIONS FOR HEIGHT, SPREAD, CALIPER AND ROOT BALL AS DESCRIBED ON THE LANDSCAPE PLAN. ON LARGE MATURING AND MEDIUM MATURING SHADE TREES, THE TIP OF THE DOMINANT LEADER SHALL BE THE TALLEST PART OF THE TREE, TREES WITH LEADERS TOPPED OR HEADED WITHIN THE LAST YEAR SHALL BE REJECTED. B. CALIPER MEASUREMENT SHALL BE TAKEN 51X (G) INCHES ABOVE GRADE IF FOUR (4) INCHES OR LESS, TREES GREATER THAN FOUR (4) INCHES IN CALIPER SHALL BE MEASURED AT TWELVE (1 2) INCHES ABOVE GRADE. C. FIELD -GROWN TREES AND PALMS SHALL BE NURSERY -GROWN AND HARDENED OFF (PRE -DUG) FOR A MINIMUM OF SIX (G) WEEKS PRIOR TO DELIVERY TO JOB SITE. CONTAINER GROWN TREES SHALL BE NURSERY -GROWN. D. TREES MUST BE HEALTHY, VIGOROUS AND FULL WITH GOOD BRANCH DISTRIBUTION. TREES WITH BARK INCLUDED WITHIN MAJOR BRANCH UNIONS WILL NOT BE ACCEPTED. E. ROOT BALLS OF FIELD -GROWN TREES MUST BE INTACT AND PROTECTED FROM DESICCATION WITH BLACK PLASTIC WRAP. CONTAINER TREES MUST HAVE THE CONTAINER ON THE ROOT BALL OR THE ROOT BALL MUST BE APPROPRIATELY PROTECTED FROM DESICCATION, TREES WITH ROOT BALLS THAT HAVE BOUND OR GIRDLED ROOTS SHALL BE REJECTED. THREES WITH SYNTHETIC BURLAP WILL NOT BE ACCEPTED. F. THE TIP OF THE FIRST MAJOR ROOT ORIGINATING FROM THE TRUNK MUST BE WITHIN ONE INCH OF THE TIP OF THE ROOT BALL. IF THE FIR5T ROOT IS DEEPER THAN THI5, THE TREE WILL BE REJECTED. G. CONTAINER TREES SHOULD HAVE FEW, IF ANY, ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. H. TREES MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. TH05E WITH DEAD OR DYING LEAVES) WILL BE REJECTED. SHRUBS A. PROVIDE SHRUBS AT THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. ALL SHRUBS MUST BE HEALTHY AND VIGOROUS WITH GOOD BRANCH DISTRIBUTION. B. CONTAINER GROWN SHRUBS SHALL HAVE NO CIRCLING ROOTS AND FEW, IF ANY ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. C. SHRUBS MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I,E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. GROUND COVER A. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN CONTAINERS TO THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. SOD A. PROVIDED STRONGLY ROOTED SOD, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES HAVING BEEN CUT TO A MOWING HEIGHT OF ONE (1) INCH OR LESS PRIOR TO LIFTING FROM THE FIELD, AND MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. PROVIDE 50D ONLY CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). IT SHALL BE NURSERY GROWN AND PLANTED IN LOCATIONS AS DELINEATED ON THE LANDSCAPE PLANS. B. PROVIDE SOD OF UNIFORM PAD SIZES WITH MAXIMUM 5% DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTED. 50D PADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON UPPER 1 0% OF PAD WILL BE REJECTED. 3.2 ACCESSORY MATERIALS A. REFER TO THE DRAWINGS AND OTHER PARTS OF SPECIFICATIONS FOR ACCESSORIES SPECIFICALLY USED ON THI5 PROJECT. B. BACKFILL SOIL SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL. NO 501L AMENDMENTS ARE NECESSARY. 501L IN 51DEWALK CUT OUTS, PARKING LOT ISLANDS, AND OTHER SMALL SPACES TO BE REPLACED WITH NATIVE TOP501L TO IMPROVE CONDITIONS. ALL CONSTRUCTION DEBRIS, ROCKS, STICKS, LIMEROCK, SHELL, ECT. ARE TO BE REMOVED FROM THE ENTIRE PLANTING AREA. C. FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N- I P-3K (+MG FOR PALMS ONLY) D. MULCH SHALL BE DERIVED FROM AN EXOTIC INVADER TREE SPECIES, E.G. MELALEUCA, AND SHALL BE CLEAN AND FREE FROM WEEDS AND OTHER DEBRIS. ALTERNATIVE PRODUCTS, E.G., EUCALYPTUS OR PINE BARK OR STRAW MAY BE CONSIDERED. BALD CYPRESS MULCH WILL NOT BE ACCEPTED. E. PRE -EMERGENT HERBICIDE: APPLY GRANULAR CHIPCO "RON5TAR" OR APPROVED EQUAL AT LABEL RATE. F. TREES SHALL BE SECURED U51NG THREE-QUARTER (3/4) INCH ELASTIC GUYS (3). G. PALMS SHALL BE BRACED AS SHOWN. NO NAILS, SCREWS OR OTHER SECURING DEVICES MAY BE DRIVEN INTO THE TRUNK. PART 4.0 EXECUTION 4.1 GENERAL A. AWARDED BIDDER SHALL PROVIDE AND INSTALL ALL TREES, PALMS, SHRUBS AND GROUNDCOVER5 IN THE QUANTITIES AND DIMENSIONS INDICATED ON THE LANDSCAPE PLAN. B. COMMENCEMENT OF WORK: WORK UNDER THI5 AWARDED BID SHALL BE COMPLETED IN AN ORDERLY, BUSINESS -LIKE FASHION. ONCE WORK HAS BEGUN, IT SHALL CONTINUE ON CONSECUTIVE WORKING DAYS UNTIL IT HAS BEEN COMPLETED. SUNDAYS, SATURDAYS, HOLIDAYS AND STOPPAGES DUE TO INCLEMENT WEATHER DELAYS OR CAUSED BY THE CUSTOMER SHALL BE EXCLUDED, 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. ALL LANDSCAPE MATERIAL 15 TO BE PLANTED IN ACCORDANCE TO THE LANDSCAPE PLAN AND ATTENDANT EXHIBITS. GOOD HORTICULTURAL PRACTICES MUST BE OBSERVED. B. TREES AND PALMS ARE TO BE PLANTED OUT OF THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. ALL SHRUBS ARE TO BE A MINIMUM OF TWO AND ONE HALF (2.5) FEET FROM BACK OF CURB AS SHOWN ON LANDSCAPE PLAN. AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED -FREE FOR THE DURATION OF THE PROJECT. C. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB 501L AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LE55 (TWO INCHES) THAN THE DISTANCE BETWEEN THE TOP -MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY, EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE 50 THE TOP -MOST ROOT 15 EVEN WITH OR SLIGHTLY (TWO INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. THEN, LOOSEN THE SURROUNDING 501L OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL. FINALLY, PUSH THE LOOSENED 501L TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILLS THE BOTTOM OF THE PLANTING HOLE, ADD SOIL TO THE BOTTOM OF THE HOLE UNTIL THE WATER 15 COVERED, PACK THE ADDED 501L FIRMLY. PLACE THE ROOT BALL ON THIS PACKED, SOLID SOIL, NOT IN WATER. NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER. IF NECESSARY, BRING IN 501L SIMILAR TO 51TE 501L TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I.E. THE OUTER DIAMETER CREATED) SHALL BE AT LEAST 51X TIMES THE DIAMETER OF THE ROOT BALL. WHEN PLANTING ON A SLOPE, THE TOP -MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL SIDE OF THE TREE. 51TE 501L WILL NEED TO BE ADDED ON THE DOWNHILL SIDE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE 501L BERM TO HOLD WATER. THE AMOUNT OF 501L ADDED ON THE DOWNHILL 51DE WILL DEPEND ON THE SLOPE AND 51ZE OF THE ROOT BALL. D. REMOVE ALL WOOD, PLASTIC, OR GRO-BAGS FROM THE ROOT BALL. SET PLANTS IN CENTER OF HOLES WITH THE TOP -MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY HIGHER (2 INCHES) THAN FINISHED LANDSCAPE GRADES AND PLUMB TREES 50 THE TRUNK 15 VERTICAL. BACKFILL FIELD SOIL AROUND SIDES OF ROOT MA55 AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER OR I GALLON PER 3 GALLONS OF CONTAINER TO THE ROOT BALL ONCE ALL BACKFILL 15 FILLED IN AROUND THE ROOT BALL, E. PROVIDE A 2-3" HIGH SOIL BERM AROUND THE EDGE OF TREE ROOT BALLS TO FROM A SHALLOW SAUCER TO COLLECT WATER. THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, 15 TO BE AT EDGE OF ROOT BALL, ALTERNATIVELY, COBRA EDGING 15 TO BE INSTALLED AT THE EDGE OF THE ROOT BALL. F. BROADCAST OVER THE ROOT BALL AND BACK FILL SOIL, AT THE RECOMMENDED RATE, A BROAD-SPECTRUM PRE -EMERGENT HERBICIDE PRIOR TO MULCHING. G. APPLY A CONTROLLED -RELEASE FERTILIZER TO THE SOIL SURFACE UNDER THE MULCH AT I LB. NITROGEN PER 1 000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENTS ARE NECESSARY. H. ON TREES UP TO 4" CALIPER, APPLY A THREE (3) INCH LAYER OF MULCH TO AN EIGHT (8) FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK. ON LARGER CALIPER TREES, APPLY A TWO (2) FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. ALL OTHER PLANTING BEDS ARE TO HAVE A MINIMUM OF 3" OF MULCH. I. TREES AND PALMS ARE TO BE SECURED BY AWARDED BIDDER. GROUNDCOVER A. SPACE GROUND COVER PLANTS AS INDICATED ON THE LANDSCAPE PLAN. B. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING ROOTS AND BACKFILL WITH PLANTING SOIL. WORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER, WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS WITH WET SOILS. C. MULCH AREA BETWEEN GROUND COVER PLANTS, PLACE NO LE55 THAN 3" OF MULCH. 411mvi1 A. A REPRESENTATIVE WILL INSPECT ALL LANDSCAPE MATERIAL DURING INSTALLATION. MATERIAL THAT IS IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. B. REMOVE FROM WORK 51TE ALL EXCESS MATERIALS (E.G., SOIL, DEBRIS AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT. DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER. C. PRUNING: IF THERE 15 A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY THE ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND 15 AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER. REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. D. REMOVE ALL STRING OR WIRE WRAPPED AROUND TREE TRUNKS. REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. 4.3 ACCEPTANCE A. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDER'S REQUEST. PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENT, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE HEALTHY AND IN VIGOROUS CONDITION. B. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF TH05E ITEMS, WHICH MUST BE CORRECTED BEFORE RE -INSPECTION FOR FINAL ACCEPTANCE. THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS. AWARDED BIDDER MUST REQUEST RE -INSPECTION TWO (2) WORKING DAYS IN ADVANCE. 4.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE AND FOR A MAINTENANCE AND WARRANTY PERIOD OF TWELVE (1 2) MONTHS AFTER FINAL ACCEPTANCE. B. MAINTENANCE SHALL INCLUDE BUT 15 NOT LIMITED TO PRUNING, CULTIVATION, MOWING, WEEDING, FERTILIZING, WATERING, AND APPLICATION OF APPROPRIATE PESTICIDES NECESSARY TO MAINTAIN PLANTS IN HEALTHY CONDITION. 1.) RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. 2.) RESTORE 501L BERM AND MULCH LAYER. 3.) TIGHTEN AND REPAIR ELASTIC GUYS OR OTHER SUPPORTS 4.) CORRECT DEFECTIVE WORK. 5.) REMOVE AND REPLACE REJECTED MATERIAL WITHIN ONE (1) WORKING DAY FROM NOTIFICATION. G.) MAINTAIN MULCH SURFACE WEED -FREE. C. ALL PALMS ARE TO BE PRUNED TO REMOVE DEAD FRONDS, AND FRONDS WITH A PETIOLE THAT DROOPS BELOW HORIZONTAL. DEAD FRONDS ARE TH05E WITH LE55 THAN 50% GREEN TISSUE. ONLY TH05E FRONDS WITH PETIOLES DROOPING BELOW HORIZONTAL (9:00-3:00 O'CLOCK) SHOULD BE REMOVED. ALL SEEDPOD5 ARE ALSO TO BE REMOVED INCLUDING THOSE ORIGINATING AMONG REMAINING FRONDS. D. THE CONTRACTOR 15 ENTIRELY RESPONSIBLE FOR THE IRRIGATION THROUGH FINAL ACCEPTANCE AND TWELVE- (1 2) MONTH WARRANTY PERIOD. E. UPON SATISFACTORY COMPLETION OF MAINTENANCE PERIOD AS DETERMINED BY FINAL MAINTENANCE INSPECTION, THE CLIENT OR AN APPOINTED LANDSCAPE MAINTENANCE COMPANY WILL A55UME MAINTENANCE RESPONSIBILITIES. F. ALL STAKES, SUPPORTS, AND ASSOCIATED HARDWARE SHALL BE REMOVED 12 MONTHS AFTER PLANTING. NOTES ON IRRIGATION 1. DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 TO 4 MONTHS PER INCH TRUNK CALIPER. 2. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. TO ONE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3. AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY IT IN A MANNER 50 ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL 15 WET/SATURATED ON THE IRRIGATION DAY. 4. TREES TAKE MUCH LONGER TO ESTABLISH THAT 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. z 0 U w 0 0 T�I CO n� Ln d m N+ I z z Q O N u o a o < a a 0 Q' .••'•�E , •••"•• 00 5159�9 co � ujcr- fig * •.v 07� 22 2 S H E T N au Ln Ln J - M rn O O (n t;0T cn 4 o zo°GM � w o L/) a 0 N w a z c O M m Lu J Q U z 0 ce O 0 W LL O V j Z ce a = � _ � V ce a a C N N z @ um 0 U 0 J L3 a 9 n iz STOP I � I I I LOT 11311 ICI�-----------------------� I I I I I I BC TRACT "M" PART OF LOT 14 45.00' INGRESS-E GRESS EASEMENT EP BC / 5.00' WALL EASEMENT PB 65, PG 132 CLF 1l/a" 111 f - 157L7---- I 111 1( 9 5' 77 15 15///� I 5.00' W LL EASEM NT Cy 12 I -C PB 65, Pd 132 % 1�a I / : I p00 I i I / • � I ® I 1%2" :10„ �� I Z I / ® I I t-I F-- � I I b BUI SETBACK' G ® 1q.00' 32.0 1 I 20.00' LAN CAFE S.� �2e PB 65, P 32.7 2 1 %2" G b :8 122. 3 I b I b DUE TO LACK OF SPACE ON PLANS THE MAINLINE IS SHOWN FOR ' GRAPHICAL PURPOSES ONLY OUTSIDE OF THE PROJECTS BOUNDARIES. THE 1 CONTRACTOR WILL INSTALL ALL 12". PIPING AND EQUIPMENT INSIDE THE 1 PROJECTS LANDSCAPED AREAS AND SLEEVE ALL OTHER MAINLINE. IRRIGATION CONTRACTOR SHALL FIELD LOCATE THE EXISTING MAINLINE AND DECODER CABLE TO MAKE A LEAK -FREE CONNECTION LOCATED IN THIS APPROXIMATE LOCATION. VALVE SCHEDULE o� I 2�2" I I I I I I I I II I TREE EMITTER (TYP). '►ii EXISTING 4" WELL & 5HP SUBMERSIBLE PUMP STATION "A" o" • =r EXISTING 2-WIRE IRRIGATION PEDESTAL MOUNTED CONTROLLER AND SENSOR DEVICE LOCATIONS ARE TO BE FIELD LOCATED. INSPECT EQUIPMENT FOR PROPER OPERATION AND AVAILABLE STATION CAPACITY. - - MODIFY, REPAIR/REPLACE EQUIPMENT - AS NEEDED. IRRIGATION CONTRACTOR MUST CONTACT JASON'S PROPERTY MAINTENANCE - # 813.300.3334 FOR COORDINATION REGARDING THE CONNECTION INTO THE EXISTING - - IRRIGATION CONTROL SYSTEM. - L 9-12 DRIPLINE, INSTALLED IN 12" ROWS (TYP). s s s 1" 4 SPACES �i 10.00' LANDSCAPE BUFFER EASEMENT PB 65, PG 132 4 SPACES NUMBER MODEL SIZE TYPE GPM PIPE PIPE 3/4" PIPE 1" PIPE 1 1/4" PIPE 1 1/2" PIPE 2" PIPEITEMIZE DESIGN PSI VALVE LOSS PSI (cD- POC PRECIP 1 Rain Bird XCZ-150-LCDR 1-112" Area for Dripline 32.03 1,923 I.f. 141.5 17.8 128.6 42.1 80.8 30 5.85 39.46 1.44 in/h 2 Rain Bird XCZ-150-LCDR 1-1/2" Area for Dripline 32,74 1,968 I.f. 14.8 145.7 43.7 80.0 126.1 52.1 30 6.04 39.09 1.45 in/h 3 Rain Bird PESB 1" Turf Spray 22.59 32 56.5 222.5 188.6 143.7 5.5 5.5 30 3.6 36.82 0.82 in/h WATERING SCHEDULE I I I i I I ' I I I I I I I I I I I I I � I I I I I I I I I I AGE & UTILITY EAS MENT "A" PB 61, PG 132 '9; 0 STOP NOTE: IRRIGATION INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND IDENTIFY ALL COMPONENTS OF THE EXISTING IRRIGATION SYSTEM, INSTALLATION CONTRACTOR WILL BE RESPONSIBLE TO REPLACE AND/OR REPAIR ANY EXISTING IRRIGATION DAMAGED DURING NEW CONSTRUCTION. INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT EXISTING SYSTEM IS FULLY OPERATIONAL BEFORE FINAL ACCEPTANCE. Water Restrictions Using Well & Surface Water NUMBER MODEL TYPE PRECIP SUN MON TUE WED THU FRI SAT IN./WEEK MIN./WEEK GAL./WEEK GAL./DAY When using well or surface water, Irrigation of established lawns and landscaping is authorized for one day per week per Pasco - County, Florida, Code of Ordinances, Part 1, Chapter 62, Article ll, Division 3. 1 Rain Bird XCZ-150-LCDR Area for Dripline 1.44 in/h 42 min 1 42 1,345 1,345 Applicable water sources: "Any and all water on or beneath the surface of the ground, including natural or artificial watercourses, 2 Rain Bird XCZ-150-LCDR Area for Dripline 1.45 in/h 42 min 1 42 1,375 1,375 lakes, ponds or diffused surface water, and water percolating, standing or flowing beneath the surface of the ground." 3 Rain Bird PESB Turf Spray 0.82 in/h 74 min 1 74 1,672 1,672 TOTALS: 158 158 4,392 4,392 If your house number ends in: Then you may water on: Morning Hours OR Evening Hours 0 or 1 Monday 12:01 am - 8:00 am OR 6:00 pm -11:59 pm 2 or 3 Tuesday 12:01 am - 8:00 am OR 6:00 pm -11:59 pm 4 or 5 Wednesday 12:01 am - 8:00 am OR 6:00 pm -11:59 pm 6 or 7 Thursday 12:01 am - 8:00 am OR 6:00 pm - 11:59 pm NOTE: 8 or 9 Friday 12:01 am - 8:00 am OR 6:00 pm -11:59 pm THESE PLANS ARE DIAGRAMMATIC OF THE WORK TO BE PERFORMED. ALL LANDSCAPED AREAS ARE TO RECEIVED 100% COVERAGE. INSTALL THIS Mixed or No Address Friday 12:01 am - 8:00 am OR 6:00 pm - 11:59 pm IRRIGATION SYSTEM PER THE SITE CONDITIONS, AVAILABLE FLOW/PRESSURE AND MANUFACTURERS RECOMMENDATIONS. ADJUST ZONE FLOWS TO Non -Watering Days Sat @ Sun None None ACCOMODATE THE AVAILABLE MAINLINE FLOWS AND PRESSURES. THE DESIGN PROFESSIONAL DOES NOT ACCEPT ANY/ALL RESPONSIBILITY AND/OR LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW THESE PLANS, SPECIFICATIONS AND DESIGN INTENT THEY CONVEY OR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW THE DESIGN PROFESSIONALS GUIDANCE WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCIES, AMBIGUITIES OR CONFLICTS WHICH ARE ALLEGED. 1 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY Hunter PROS-06-PRS30 5' strip spray 7 ES LCS RCS CS SS Turf Spray, 30 psi regulated 6" Pop -Up. Co -molded wiper seal with UV Resistant Material. a p ® Hunter PROS-06-PRS30 8' radius 15 Q T H F Turf Spray, 30 psi regulated 6" Pop -Up. Co -molded wiper seal with UV Resistant Material. 10 10 10 10 Hunter PROS-06-PRS30 10' radius 1 Q T H F Turf Spray, 30 psi regulated 6" Pop -Up. Co -molded wiper seal with UV Resistant Material. 12 12 12 12 12 12 Hunter PROS-06-PRS30 12' radius 5 Q T H TT TQ F Turf Spray, 30 psi regulated 6" Pop -Up. Co -molded wiper seal with UV Resistant Material. 15 4 (�) 0 00 Hunter PROS-06-PRS30 15' radius 3 Q T H TT TQ F Turf Spray, 30 psi regulated 6" Pop -Up. Co -molded wiper seal with UV Resistant Material. ® ® ® 10 12 15 17 Hunter PROS-06-PRS30 adjustable arc 1 Turf Spray, 30 psi regulated 6" Pop -Up. Co -molded wiper seal with UV Resistant Material. SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY Rain Bird XCZ-150-LCDR High Flow Control Zone Kit, for Large Commercial Drip Zones. 2 1-10" PESB-R Scrubber Globe Valve with single 1-10" Pressure Regulating 40psi Quick -Check Basket Filters. Flow range: 15-62 GPM. Rain Bird MDCFCAP 4 Dripline Flush Valve cap in compression fitting coupler. Rain Bird XP-060OX Drip micro -spray a Low -Volume, Low -Pressure, Drip 6.0" Pop -Up Spray, 1/4" Barbed 33 2Q 2H 2F aQ 4H aF Inlet. Nozzle Options: SQ Series, 5 MPR Series, 8 MPR Series, and 5 Series Plastic Bubbler. *Note* Always install a Pressure Compensating Screen w/Plastic Bubbler 5 Series. Area to Receive Dripline Rain Bird XFD-09-12 XFD On -Surface Pressure Compensating Landscape Dripline. 0.9 3,889 s.f. GPH emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. UV Resistant. Specify XF insert fittings. SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY Rain Bird PESB 1", 1-1/2", 2" Plastic Industrial Valves. Low Flow Operating 1 Capability, Globe Configuration. With Scrubber Technology for Reliable Performance in Dirty Water Irrigation Applications. w Nibco T-113-K 1 Class 125 bronze gate shut off valve with cross handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Hunter ICD-100 3 Single Station Decoder w/Surge Suppression and Ground Wire. To be installed on Universal Decoder Stake Kit (DECSTAKE10). FW Existing Well and Pump Station"A" 1 Irrigation contractor shall verify the proposed connection point is capable of providing 40 GPM @ 45 PSI Irrigation Lateral Line: PVC Class 200 SDR 21 11496 I.f. Pipe sizes 3" inch or smaller shall have bell and socket joints. Fittings shall be SCH 40 and molded. Install 18" below grade. Irrigation Mainline: PVC Class 200 SDR 21 35.7 I.f. Pipe sizes 3" inch or smaller shall have bell and socket joints. Fittings shall be SCH 40 and molded. Install 18" below grade. Pipe Sleeve: PVC Schedule 40 The depth of the sleeves shall be a minimum 30" cover from 156.1 I.f. finished grade under roadway crossings and 24" under all sidewalks and hardscapes. Extend sleeves 18" beyond edges of paving or construction, mark both ends with a 3" "V" in pavement. Valve Callout Valve Number #1 # Valve Flow # Valve Size BEFORE YOU DIG! CALL SUNSHINE STATE ONE CALL OF FLORIDA AT LEAST TWO FULL BUSINESS DAYS BEFORE DIGGING OR DISTURBING EARTH I CF FLD"IDA, INC. Know what's below. www.callsunshine.com Call before you dig. PSI 30 30 30 30 30 30 AN IRRIGATION DESIGN COMPANY 3215 ELLEN DR. ORLANDO, FLORIDA 32806 PHONE (407) 859-5790 www.irrdesign.com Jason McElroy irrdesign@gmail.com H ,�-IC:)pl00nt0Lnd-MN+-i Z Q p N LU Q O N Q O ..o Ln X �4Q-O'��E ..J 0 1559 w �j * .;v 0 � T 22 2 a rr Ln Jrurlioo w M M V) Ice Z Opd�- LL I--1 LU N LLJ z w I- in ¢ IlJ re)'1 O M M Q W _1 U z p Z 0 � oc o J1 a � �ILL z V O O� Ce WN N S H E E T N 0 m� E C a a N NOTES: 1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. 2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE. 3. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 5OPSI, IT IS RECOMMENDED THAT STAINLESS STEEL CL P AM S BE INSTALLED ON EACH FITTING. NOTE: 1. ALLOW A MINIMUM OF 6-INCHES OF DRIPLINE TUBING IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. O PVC EXHAUST HEADER O PVC SCH 40 TEE OR EL (TYPICAL) OBARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) OFLUSH POINT (TYPICAL) 4 SEE RAIN BIRD DETAIL "XFD FLUSH POINT" O PERIMETER OF AREA PERIMETER DRIPLINE PIPE TO BE © INSTALLED 2%4" FROM PERIMETER OF AREA O PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) INSET A O PVC SUPPLY MANIFOLD O CONNECTION FROM SUPPLY MANIFOLD TO DRIPLINE (TYPICAL)- SEE INSET A ON -SURFACE DRIPLINE: 10 RAIN BIRD XF SERIES DRIPLINE(TYPICAL) POTABLE: XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE BARB X FEMALE FITTING: 11 RAIN BIRD XFD-TFA-075 FITTING 12 3/4" PVC NIPPLE, LENGTH AS NECESSARY 13 RAINBIRD TDS-050 TIE DOWN STAKE, STAGGER T APART ALONG DRIP LINE AND AT AND AT FITTINGS. (TYPICAL) XFD Dripline Maximum Lateral Lengths (Feet) Inlet Pressure psi 12" Spacing 18" Spacing 24" Spacing Nominal Flow (gph) Nominal Flow (gph) Nominal Flow (gph) 0.6 0.9 0.6 0.9 0.6 0.9 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 1 417 1 285 1 528 1 420 1 720 488 60 1 460 1 290 1 596 1 455 1 780 1 514 XFD ON -SURFACE DRIPLINE - CENTER FEED LAYOUT 1O TOP OF MULCH LAYER FLUSH CAP FOR EASY FIT OCOMPRESSION FITTINGS: POTABLE:RAIN BIRD MDCFCAP NON -POTABLE: RAIN BIRD MDCFPCAP OEASY FIT COUPLING: RAIN BIRD MDCFCOUP OSUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB O RAIN BIRD XF BLANK TUBING FINISH GRADE 7O PVC EXHAUST HEADER ® PVC SCH 40 TEE OR EL OBARB X MALE FITTING: RAIN BIRD XFF-MA FITTING (TYPICAL) ON -SURFACE DRIPLINE: ORAIN BIRD XF SERIES DRIPLINE 10 POTABLE: XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE O3-INCH MINIMUM DEPTH OF 11 3/4" WASHED GRAVEL 12 BRICK (1 OF 2) XFD ON -SURFACE DRIPLINE FLUSH POINT CAP ENDS &STAKE THE STUB -UP RECORD MEASUREMENTS FROM TWO REFERENCE POINTS TO THE MARK INSTALLED STUB -UP BACK OF CURB _d TAPE END INNER PIPE OF SLEEVE STUB -UP SCHAO SOLVENT -WELD PVC (REQUIREMENTS VARY - CHECK LOCAL CODES FIRST) ROUGH IN SLEEVING DETAIL DRIP TUBING NOTES 1. INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH. TYPICAL SPACING FOR DRIP TUBING IS 12" TO 18" ON CENTER. SPACING TO BE DETERMINED BY PLANT LAYOUT. REFER TO LANDSCAPE PLAN. ANCHOR TUBING EVERY 10' WITH 12" LONG PLASTIC TUBING STAKES. INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING "DEAD ENDS". INSTALL AIRIVACUUM RELIEF VALVES AT "HIGH POINTS" OF EVERY SECTION. 2. GRID LAYOUT SHALL BE USED ON THIS PROJECT. USE CENTER GRID LAYOUT WHERE POSSIBLE. 3. WHEN SLEEVING DRIPLINE, USE BLANK DRIPLINE IN SLEEVE. SLEEVE SHALL BE 2X DRIPLINE DIAMETER. NO EMITTER DRIPLINE SHALL BE PLACED IN SLEEVE. 4. THE LENGTH OF ANY DRIPLINE LATERAL SHALL NOT BE LONGER THAN: 12" EMITTERS Coil 0.9 GPH a) @ 15 PSI = 155 FEET b) @ 25 PSI = 169 FEET c) @ 35 PSI = 230 FEET d) @ 45 PSI = 255 FEET LATERAL DISTANCE DOUBLED WHEN CENTER FEED LAYOUT USED (SEE CENTER FEED LAYOUT DETAIL. 5. MANUAL FLUSH VALVE SHALL BE USED & PLACED WITH A 6" X 6" SUMP. VALVES SHALL BE OPENED EVERY WATERING DAY FOR 2 WEEKS AND THEN A MINIMUM OF 2 TIMES A YEAR TO CLEAR DRIPLINE OF DEBRIS. 6. AIR/VACUUM RELIEF SHALL BE INSTALLED WHEN THE CHANGE IN SLOPE OCCURS 3% OR GREATER. 7. STAPLES SHALL BE USED AT 5' O.C. AND 2 STAPLES 'X'ED OVER EACH OTHER WITH ANY CHANGE IN DIRECTION, ELBOWS, OR CROSSES. 8. SUPPLY, EXHAUST HEADERS AND DRIPLINE SHALL BE PLACED 2"- 4" FROM PLANTS AND PAVEMENT EDGES. 9. BLANK DRIPLINE SHALL BE USED FOR ALL SUPPLY AND EXHAUST HEADERS, UNLESS OTHERWISE NOTED ON PLANS. 10. PRIOR TO COVERING DRIPLINE, DRIPLINE CIRCUIT WILL BE PRESSURIZED AND TESTED FOR PROPER OPERATION. 11. DRIP LINE LATERALS SHALL BE LAID IN THE LONGEST RUN, WHETHER IT BE THE WIDTH OR LENGTH OF THE ZONE. O MULCH O FINISH GRADE O3 OPERATION INDICATOR RAIN BIRD MODEL: OPERIND 4 ON -SURFACE DRIPLINE: RAIN BIRD XF SERIES DRIPLINE POTABLE: XFD SERIES NON -POTABLE: XFDP SERIES NOTE: 1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING. 2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE SPRAY FROM THE NOZZLE, SET THE ARC TO Y4 PATTERN. N-SURFACE DRIPLINE OPERATIONAL INDICATOR 10 2"-4" NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. SAVE YOUR HANDS. USE THE RAIN BIRD FITTINS-TOOL XF INSERTION TOOL FOR FITTING ASSEMBLY. ON -SURFACE DRIPLINE: ORAIN BIRD XF SERIES DRIPLINE POTABLE: XFD DRIPLINE NON -POTABLE: XFDP DRIPLINE O INLINE DRIP EMITTER OUTLET, SEE PLANS FOR DRIPLINE OUTLET SPACING. OBARB TEE 17x17xl7mm RAIN BIRD XFF-TEE OBARB COUPLING 17xl7mm RAIN BIRD XFF-COUP OBARB ELBOW 17xl7mm RAIN BIRD XFF-ELBOW BARB MALE ADAPTER 17mm X 1/2" MPT O RAIN BIRD XFF-MA-050 17mm X 3/4" MPT RAIN BIRD XFF-MA-075 O7 PVC TEE SxSxT ® PVC LATERAL SUPPLY HEADER OTIE DOWN STAKE: RAIN BIRD TDS-050 WITH BEND (TYPICAL) 10 MULCH 11 FINISH GRADE 12 RAIN BIRD XF SERIES BLANK TUBING LENGTH AS REQUIRED XFD ON -SURFACE DRIPLINE RISER ASSEMBLY MAIN LINE AND 6" 6" 6" CONTROL WIRE 12" 6" 12,E PLY & MIN. MIN. - -i IN. IN. P.V.C. LATERAL DRIP ZONE WIRECONWITHIN EXHAUST DETAIL NOTES: HEADERS 1. ALL P.V.C. PIPING SHALL BE SNAKED IN TRENCHES. 2. ALL WIRING TO BE BUNDLED AND TAPED AT 20' INTERVALS. 3. ALL MAIN SUPPLY LINES TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 4. PROVIDE PIPE AND WIRE SLEEVES UNDER ALL PAVED SURFACES. WIRE SHALL BE WITHIN SEPARATE 2" ELECTRICAL CHASE. 5. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING 6. TIE A LOOSE 20' LOOP IN WIRING AT ALL CHANGES OF DIRECTION GREATER THAN 30° UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN COMPLETED 7. INSTALL #14-1 TRACKING WIRE NEXT TO MAINLINE TRENCHING DETAIL SPRINKLERS IN LOW-LYING AREAS SHALL HAVE CHECK VALVES INSTALLED 4" OFF CURB OR WALK /114t\PY1111\11ffll1 111\IIII11/i Ii/\II it 1l01011 M/In FINISH GRADE 6" PRS SPRAY HEAD SCH. 40 PVC STREET ELL SCH. 40 PVC FITTING ON LATERAL LINE PVC IPS FLEX PIPE 12" MIN. 6" POP-UP SPRAY HEAD DETAIL PLANT MATERIAL 0 FINISH GRADE 03 MICRO -SPRAY POP-UP: RAIN BIRD XERI-POP XP-120OX ® 1/2" POLYETHYLENE TUBING: RAIN BIRD XF SERIES TUBING OR RAIN BIRD XT-700 XERI-TUBE OR RAIN BIRD XBS BLACK STRIPE TUBING (� 1/4" SELF -PIERCING BARB CONNECTOR: RAIN BIRD SPB-025 © 1/4" DISTRIBUTION TUBING: RAIN BIRD XQ TUBING (LENGTH AS REQUIRED) BIRD XERI-POP CAN UTILIZE THE FOLLOWING =S: J SQUARE NOZZLES (FORMERLY XPCN) SERIES MPR NOZZLES (ALL 3URATIONS) SERIES PLASTIC BUBBLERS o SERIES MPR NOZZLES (8H, 8T AND 8Q) XERI-POP MICRO SPRAY NOTE EARTH GROUND TO BE A MINIMUM OF 8' AWAY FROM DUAL-S AND AT A RIGHT ANGLE TO THE TWO WIRE PATH NOTE: All ICD 100 DECODERS SHALL HAVE THE FOLLOWING ADDRESS AND CORRESPONDING COLOR ADDRESS 1 = Black ICD-100 DECODER TWO -WIRE DECODER CONTROL SYSTEM NOTES O ID WIRE PATH TWISTED TO NEXT DECODER ODBY (2) OTWO BLACK WIRES TO SOLENOID/UP TO 15OFT ® ICD-100 DECODER O DBRY-6 (3) © JACKETED ID WIRE PATH FROM CONTROLLER ALLOW 5 ft SLACK PER DECODER 1/2 ON EITHER SIDE OF DECODER O] TO EARTH GROUND INSTALLED PER ASIC GUIDELINES. 1 PER 8 DECODERS OR EVERY 500ft. 1. THE DECODERS MAY BE LABELED AND PROGRAMMED AT THE CONTROLLER PRIOR TO INSTALLATION. 2. DO NOT CREATE DUPLICATE STATION ADDRESSES FOR DECODERS. 3. THE TWO WIRE CABLE SHALL BE A SOLID -CORE, COLOR -CODED, TWISTED -PAIR CABLE. 4. GROUND ONE DECODER AT THE END OF THE WIRE PATH AND ONE DECODER GROUNDED EVERY 500, OR 8TH DECODER WHICHEVER IS SHORTER. 5. BOTH THE CONTROLLER AND DECODER ARE TO BE GROUNDED TO GROUND RODS OR PLATES WITH LESS THAN 10 OHMS RESISTANCE. 6. ALL TWO -WIRE SYSTEM COMPONENTS ARE TO BE INSTALLED PER THE HUNTER ACC DECODER SPECIFICATIONS. 7. ALL CONNECTIONS AND SPLICES IN THE TWO -WIRE PATH MUST BE MADE WITH DBRY-6 OR EQUAL WATERPROOF CONNECTORS. 8. ALL T-SPLICES MUST BE MADE IN VALVE BOXES WITH DBRY-6 OR EQUAL WATERPROOF CONNECTIONS. 9. FROM THE DECODER OUTPUTS TO INDIVIDUAL SOLENOIDS, USE STANDARD IRRIGATION WIRE SIZED FOR THE LENGTH OF THE RUN. 10. WIRING FROM THE DECODER TO THE SOLENOID SHOULD NOT EXCEED 150 FT. 11. WHEN DOUBLING SOLENOIDS ON A DECODER OUTPUT, WIRE THE SOLENOIDS IN PARALLEL RATHER THAN IN SERIES. GENERAL IRRIGATION NOTES 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER (CLASS 200 PVC PIPE). 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCH. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID TEFLON. 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS. 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS SHOWN ON DETAILS. 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND FURNISHED BY THE CONTRACTOR. 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR CONNECTIONS. 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR CLARIFICATION BEFORE PRECEDING WITH THE WORK. 12, CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO BE WATERED. Le ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. 13. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PLANTING, Le VERIFY ROOT BALL SIZE FOR PLANTING 14. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN A VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES. 15. SPRINKLERS IN LOW-LYING AREAS SHALL HAVE CHECK VALVES 16. ALL SPRINKLERS TO BE MOUNTED ON FLEX PIPE - REFER TO DETAILS. 17. INSTALL DRIP LINE TUBING AND NON -PRESSURE LATERAL LEAD LINE PIPING IN LANDSCAPE AREAS AND ADJACENT TO SELECTED PLANT MATERIAL AS SHOWN IN DETAILS. 18. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL VALVES. 19. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON FAULT GROUND AND LIGHTNING PROTECTION. 20. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED. 26. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING, ELECTRIC VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPED AREAS AND REFERENCE THE LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT MATERIALS EXISTING OR NEW. 27. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED TO PROVIDE PROPER COVERAGE. 28. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS, ALSO INSTALL SPRINKLERS 4" FROM CURBS OR WALKS. 29. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND BACKFLOW REQUIREMENTS NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM PLANS OR SPECIFICATIONS. 30. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2010 FORMAT BEFORE FINAL ACCEPTANCE. 31. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. 32. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIAL, INSTALLATION PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND ORDINANCES NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND REDESIGN COSTS FOR NON-COMPLIANCE. 33. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE TWO PRESSURE TESTS OF THE IRRIGATION SYSTEM MAINLINE(BOTH TO SHOW NO DROP IN PRESSURE DURING DURATION OF THE TEST). A. 2-HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE 34. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE THE OWNER WITH A COLOR -CODED ZONE DIAGRAM PLAN, 8-1/2"X1 1"LAMINATED SHEET(S) TO IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH CONTROLLER. CHART IS TO BE LOCATED IN AN ADHESIVE POUCH ATTACHED TO THE INSIDE OF CONTROLLER(S). 35. THE CONTROLLER(S) SHALL SCHEDULE PROGRAM "A" TO A REGULAR RUN-TIME SETTINGS FOR AFTER THE ESTABLISHMENT PERIOD OF THE PLANT MATERIAL. PROGRAM "B" SHALL BE USED DURING THE ESTABLISHMENT PERIOD AND TURNED OFF AFTER THE 30-60 DAYS OF PLANT INSTALLATION. 36. THE IRRIGATION CONTRACTOR WILL READ ALL SPECIFICATIONS AND REVIEW ALL DETAILS AND EXAMINE THESE PLANS CAREFULLY PRIOR TO BIDDING THIS PROJECT. FAILURE TO READ THIS INFORMATION IS NOT AN ACCEPTABLE REASON IF THE JOB IS UNDERBID. 37. THE PLAN MAY NOT INCLUDE ALL MATERIALS. THIS DOESN'T RELIEVE THE CONTRACTOR FROM BEING RESPONSIBLE TO PROVIDE A COMPLETE SYSTEM IN PERFECT WORKING ORDER. IRRIGATION SYSTEM PERFORMANCE NOTES 1. IRRIGATION SYSTEM IS DESIGNED TO OPERATE OFF AN EXISTING DEEP WELL PUMP SYSTEM PROVIDING A MINIMUM FLOW OF 40 GPM AND A MINIMUM PRESSURE OF 45 PSI. CONTRACTOR MUST CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION IF THE AVAILABLE FLOW AND PRESSURE DEVIATES MORE THEN 5% OR WILL AFFECT THE PERFORMANCE OF THE SYSTEM. MINIMUM PRESSURE REQUIREMENTS - 45 PSI AT THE POINT OF CONNECTION A. 30 PSI AT THE BASE OF THE POP-UP SPRAY HEADS 2. HEAD LAYOUT IS BASED ON BASE INFORMATION PROVIDED. HEADS SHALL BE ADJUSTED TO ACCOMMODATE FIELD VARIATIONS WHILE MAINTAINING 100% COVERAGE AND MINIMIZING OVER -SPRAY ONTO PAVED AREAS AND BUILDINGS. 3. Y" PIPE SHALL NOT BE USED FOR LATERAL PIPING 4. WITH A WELL AS A WATER SOURCE THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER SAMPLES FROM THE WELL AT THE IRRIGATION CONTRACTORS EXPENSE, HE SHALL HAVE A CERTIFIED LAB ANALYZE THE WATER QUALITY. THE IRRIGATION CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT OR OWNER'S PROJECT MANAGER, ANY POTENTIAL ISSUES THAT MAY AFFECT THE HEALTH OF THE PLANT MATERIAL OR POTENTIAL STAINING TO SIDEWALKS AND BUILDINGS. REPORTING SHALL OCCUR BEFORE THE SYSTEM IS IN OPERATION. FAILURE TO REPORT SHALL PLACE LIABILITY ON THE IRRIGATION CONTRACTOR. 1O FINISH GRADE/TOP OF MULCH 2O JUMBO VALVE BOX WITH PURPLE COVER: RAIN BIRD VBJMBPL 3O 30-INCH LINEAR LENGTH OF WIRE, COILED 4O WATERPROOF CONNECTION: RAIN BIRD DB SERIES O 1 1/2" PESB-R VALVE (INCLUDED IN XCZ-150-LCDR KIT) O 1 1/2" SCH 40 ADAPTER (MALE X FEMALE) INCLUDED IN XCZ-150-LCDR KIT O 1 1/2" FILTER - RAIN BIRD LARGE CAPACITY DISC FILTER (INCLUDED IN XCZ-150-LCDR KIT) Og 1 1/2" HIGH FLOW PRESSURE REGULATOR (INCLUDED IN XCZ-150-LCDR KIT) O LATERAL PIPE 10 PVC SCH 80 NIPPLE 1 1/2" 11 PVC SCH 40 ELBOW 12 PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND PVC 40 ELBOW 13 PVC SCH 40 TEE OR ELBOW 14 MAINLINE PIPE 15 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL RAIN BIRD XCZ-150-LCDCR 1.5" COMMERCIAL CONTROL ZONE KIT IN JUMBO VALVE BOX 1O 30" LINEAR LENGTH OF WIRE, COILED O2 WATERPROOF CONNECTION RAIN BIRD SPLICE-1 (1 OF 2) OID TAG: RAIN BIRD VID SERIES OREMOTE CONTROL VALVE: RAIN BIRD PESB OVALVE BOX WITH COVER RAIN BIRD VB-STDP OFINISH GRADE/TOP OF MULCH OPVC SCH 80 NIPPLE (CLOSE) O8 PVC SCH 40 ELL Og PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) 11 PVC MAINLINE PIPE 12 SCH 80 NIPPLE (2" LENGTH, HIDDEN) AND SCH 40 ELL 13 PVC SCH 40 TEE OR ELL 14 PVC SCH 40 MALE ADAPTER 15 PVC LATERAL LINE 16 3" MINIMUM DEPTH OF WASHED GRAVEL ELECTRIC REMOTE CONTROL VALVE - PESB SERIES Z P a �2 U w01 Z aw>-cn-Ozcn Z Q C5 cN� 14 Lu QO o 2: 44z CD r; V r;O 2 O d a a o �Q ..........•: C zir J Ilgi Or 40 yj w01559 �y m :Q �1 n CC 1 0 2 z � a011 J In � M 00 W M CIO O Ce PQT 0 C, Z o 0 v- LU W 0 z M 2 M Q M LLLLJ..II U S H E E T 12 N 0 GENERAL NOTES 1. GENERAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID, IN ORDER TO VERIFY AND COORDINATE DRAWINGS WITH ACTUAL CONDITIONS OF THE PROJECT. SHALL ANY QUESTIONS ARISE FROM SAID VISIT, REQUEST FOR INFORMATION SHALL BE MADE IN WRITING TO ARCHITECT FOR RESPONSE PRIOR TO BID SUBMITTAL. 2. THE CONTRACTOR SHALL FIELD VERIFY_ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR SAME IN ADDITION TO ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. CONTRACTOR SHALL ACCEPT PREMISES AS FOUND. OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE EXISTING SITE AT THE TIME OF BIDDING OR THEREAFTER. 3. GENERAL CONTRACTOR SHALL PROVIDE HIS SUBCONTRACTORS WITH FULL SETS OF CONSTRUCTION DOCUMENTS AND PROJECT MANUALS FOR BIDDING. GENERAL CONTRACTOR SHALL PROVIDE HIS SUBCONTRACTORS WITH FULL SETS OF CONSTRUCTION DOCUMENTS AND PROJECT MANUALS AS APPROVED BY AUTHORITIES HAVING JURISDICTION FOR CONSTRUCTION PURPOSES. 4. COORDINATION OF THE WORK SHALL USE ALL THE PLANS AND SPECIFICATIONS. EACH CONTRACTOR SHALL REVIEW ALL THE PLANS AND SPECIFICATIONS AVAILABLE BEFORE COMMENCING WORK, SO AS TO FAMILIARIZE HIMSELF WITH THE WORK OF OTHER CONTRACTORS BESIDES HIMSELF. ANY DISCREPANCIES OBSERVED SHALL BE REPORTED IN WRITING TO THE ARCHITECT IMMEDIATELY. 5. EACH CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH ALL OTHER CONTRACTORS. STARTING WORK BY ANY CONTRACTOR SHALL BE CONSTRUED AS ACCEPTANCE OF ALL PRIOR WORK DONE BY OTHERS BEFORE AS CORRECT. EACH CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK. 6. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 7. ALL PLAN DIMENSIONS ARE FROM CENTERLINES OR FACE OF STUD UNLESS OTHERWISE INDICATED. 8. IT SHALL BE UNDERSTOOD THAT ALL WORK PERFORMED SHALL BE DONE BY A LICENSED GENERAL CONTRACTOR AND IN A FIRST-CLASS WORKMANLIKE MANNER. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE NATIONAL, STATE & LOCAL BUILDING CODES AND LOCAL RESTRICTIONS. THE MOST STRINGENT CODE SHALL GOVERN. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 9. IT IS NOT BE THE INTENT OF THESE PLANS AND/OR SPECIFICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK AS SHOWN AND/OR NOTED ON THE DRAWINGS. NO CHANGE ORDER SHALL BE ALLOWED OR ISSUED TO CONTRACTOR, FOR CONTRACTOR'S NEGLIGENCE, IN POINTING OUT ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN DRAWINGS, PRIOR TO BID DATE AND/OR AWARDING OF CONTRACT. THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY THE ARCHITECT AND OWNER. THE RESPONSIBILITY FOR ANY CHANGES MADE ON THE FIELD WITHOUT PRIOR NOTIFICATION TO THE ARCHITECT SHALL REST WITH THE CONTRACTOR OR ANY OTHER PERSON APPROVING SUCH A CHANGE. 10. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS AND ANY INSPECTION FEES SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND/OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND CONNECTING POINTS WHETHER SHOWN HEREIN OR NOT FOR COORDINATION AND PROTECTION FROM DAMAGE. PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/OWNER IN WRITING OF ANY DISCREPANCIES FOUND. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THE WORK. 12. GENERAL CONTRACTOR SHALL ADHERE TO OWNERS REQUIREMENTS PERTAINING TO TRASH REMOVAL, CLEANUP, DELIVERY OF MATERIALS, PARKING AND ANY OTHER REQUIREMENTS PERTAINING TO THE USE OF THE OWNERS PREMISES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL JOB IS COMPLETED. 13. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. INCLUDING THE ERECTION & MAINTENANCE OF PERIMETER BARRIERS OR FENCES AS REQUIRED BY AUTHORITIES HAVING JURISDICTION DURING THE CONSTRUCTION PROCESS. 15. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TOILET FACILITIES AS REQUIRED. THE OWNER WILL NOT BE RESPONSIBLE FOR ANY TEMPORARY FACILITIES OR ARRANGEMENTS. 16. CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, DELETIONS AND CHANGE ORDERS, IN RED PENCIL ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF THE JOB SUPERINTENDENT & BE POSTED ON A DAILY BASIS. 17. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING, INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER FURNISHED ITEMS, EXCEPT FURNITURE. WHERE APPLICABLE 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN ONE (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 19. CONTRACTOR SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS ASSET FORTH IN SOILS GEOLOGICAL REPORT. THE OWNER AND/OR ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF THE FINDINGS OR FOR THE FINAL RECOMMENDATIONS. GRADING, TRENCHING, ETC., CONTACT OWNER AND/OR ARCHITECT FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS ANC LOCATIONS TO BE JOINED SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK. 20. GENERAL CONTRACTOR SHALL CLEAR, GRUB AND REMOVE ANY DEBRIS LOCATED AROUND THE PERIMETER OF THE SUBJECT CONSTRUCTION SITE AND INSTALL A SILT BARRIER FENCE TO CONTAIN THE CONSTRUCTION MATTER. 21. SILICONE SEALANT CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS: A. AROUND EXTERIOR DOOR FRAMES,SILLS,HEADS & JAMBS B. AROUND WINDOW FRAMES, SILLS, HEADS AND JAMBS C. AROUND CONDUIT AND PIPE PENETRATIONS AT WALLS CEILINGS, & ROOF. 22. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT AND OWNER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK. 23. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. 24. ALL CONTRACTORS SHALL SUBMIT SHOP DRAWINGS FOR REVIEW TO ARCHITECT/OWNER BEFORE FABRICATING OR INSTALLING. THE ARCHITECT AND/OR OWNER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE OWNER AND/OR ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. ALL MANUFACTURERS AND/OR SUPPLIERS SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT/OWNER FOR REVIEW PRIOR TO FABRICATION. IF CONTRACTORS AUTHORIZE FABRICATION OF ANY PRODUCTS PRIOR TO SHOP DRAWING APPROVALS. SAME CONTRACTORS SHALL BE RESPONSIBLE FOR ALL COST RELATED TO ANY DEVIATIONS OR ERRORS FROM THE DESIGN INTENT. 25. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428: #16 CFR PART 1201) AND APPLICABLE N.O.A. OR FLORIDA PRODUCT APPROVALS FOR ALL EXTERIOR GLAZING. 26. . GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHER AS APPROVED BY THE FIRE MARSHALL AT THE SITE DURING CONSTRUCTION. 27. RIGID ELECTRICAL METALLIC TUBING (EMT) /OR PVC CONDUIT IS REQUIRED AT ALL CONDUIT IN SLABS, WALL AND CEILING SPACES. 28. UNLESS SPECIALLY DETAILED PIPES AND DUCTS EXCEEDING ONE THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE 29. PROVIDE RODENT PROOF WEATHER-STRIPPING AT THE BOTTOM OF ALL EXTERIOR DOORS. 30. THE WRITTEN SCALES SUCH AS 1/4"=V-0" APPLY ONLY TO UNREDUCED DRAWINGS. 31. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 32. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 33. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE TO THE OWNER AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 34. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS AND/OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 35. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS AND OR SUBSTITUTIONS REQUESTED BY THE OWNER SHALL BE PAID FOR BY THE OWNER. 36. RELEASE OF LIENS: THE FINAL PAYMENTS SHALL NOT BE DUE UNTIL THE CONTRACTOR HAS DELIVERED TO THE OWNER A COMPLETE RELEASE OF LIENS ARISING OUT OF THIS CONTRACT OR RECEIPTS IN FULL COVERING ALL LABOR AND MATERIALS FOR WHICH A LIEN COULD BE FILED OR A BOND SATISFACTORY TO THE OWNER INDEMNIFYING HIM AGAINST ANY LIENS. 37. ALL ROOF CUTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK SHALL BE REPAIRED AND CONFORM IN EVERY RESPECT TO FINISH AND QUALITY OF MATERIAL AND WORKMANSHIP AS IT'S ORIGINAL STATE.-GEN. CONTRACTOR FOR ANY OF THE WORK ON THE ROOF IN ORDER TO MAINTAIN ANY AND ALL WARRANTIES SHALL CONTRACT W/ CURRENT ROOFING COMPANY RESPONSIBLE FOR WARRANTY PERIOD IN EFFECT. FAILURE TO DO SO SHALL MEAN THAT SAME WORK WILL BE REPAIRED BY OWNER THROUGH ORIGINAL ROOFING CONTRACTOR AND COST ASSOCIATED WITH SAME REPAIR SHALL DE CHARGED TO G.C. COORDINATE W/ OWNER AND/OR OWNER'S REPRESENTATIVE. 38. ALL POSSIBLE WALL PENETRATIONS IN FIRE RESISTIVE WALLS SHALL BE SEALED WITH FIRE STOP SYSTEMS AS APPROVED BY THE GOVERNING AUTHORITIES. FIRE STOP SYSTEMS SHALL HAVE "F" AND "T" RATINGS EQUAL TO THE BARRIER THAT THEY ARE PENETRATING, BUT NOT LESS THAN ONE HOUR. 39. FIRE WALLS, FIRE PARTITIONS, SMOKE BARRIERS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING: "FIRE AND SMOKE BARRIER- PROTECT ALL OPENINGS" 40. OWNER SHALL PROPERLY MAINTAIN ALL WORK AS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED, TO ASSURE A NORMAL STANDARD OF USE & LIFE EXPECTANCY FOR THE BUILDING. PERIODIC ROOF, STUCCO, PENETRATIONS, AND WINDOW INSPECTIONS SHALL BE CONDUCTED FOR REPAIR AND / OR REPLACEMENT AS DEEMED NECESSARY. 41. BUILDING/ STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 2O17 F.B.C. 175 MPH PRESSURES GENERATED BY THE WIND VELOCITY PER SECTION 1606. 42. ALL SHOP DRAWINGS WHEN REQUIRED SHALL BE REVIEWED AND APPROVED BY THE AUTHORITIES HAVING JURISDICTION, TYP. SUBMITTAL UPON REVIEW BY A/E SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 43. SHOP DRAWING SUBMITTALS CALL FOR ON THE CONTRACTOR DOCUMENTS BY DELEGATE ENGINEER SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER IN THE FIELD OF EXPERTISE DIRECTLY RELATED TO THE SUBJECT WORK INDICATED. 44. ALL PROTRUDING ARCHITECTURAL ELEMENTS SHALL BE PAINTED WITH SAME LIKE CONTINUOUS COLOR SELECTION. SHOULD ANY QUESTION ARISE DUE TO FIELD CONDITION, CONTACT ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH WORK. 45. ALL CONCRETE SURFACES ASSOCIATED WITH TILT UP BOND BREAKING AGENTS SHALL BE PREPARED AND TREATED TO ACCEPT THE PAINT APPLICATION AS PER MANUFACTURER'S RECOMMENDED SPECIFICATIONS PRIOR TO WORK BEING DONE. 46. GENERAL CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL DOOR SCHEDULE WITH ANY ALL REQUIREMENTS ON THE MECHANICAL DRAWING FOR OUTSIDE FRESH AIR VENTS NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO SHOP DRAWINGS SUBMITTALS. 47. GENERAL CONTRACTOR SHALL COORDINATE ALL INTERIOR PLUMBING LINES WITH EXTERIOR UTILITY LINES FOR PROPER FLOW OF WASTE MATTER INTO SEPTIC/SEWER SYSTEM. 48. GENERAL CONTRACTOR SHALL COMPLETED ALL EXTERIOR CONCRETE WALKWAYS WITH BROOM FINISH TEXTURE U.O.N. 49. IT SHALL BE UNDERSTOOD THAT THE EXTERIOR FINISH(S) OF THE ENTIRE STRUCTURE / SHELL / BUILDING SHALL BE PAINTED WITH A MINIMUM (3) COAT SYSTEM CONSISTING OF (1) COAT OF PRIMER AND TWO (2) FINISH COATS SUFFICIENT TO CONSISTENTLY COVER ALL SURFACE AREAS. IF THERE ARE STILL ANY IMPERFECTIONS, BLEMISHES OR BLOTCHES VISIBLE AN ADDITIONAL COAT SHALL BE APPLIED, ALL METAL SURFACE SHALL BE ELECTRO STATICALLY PAINTED AT THE FACTORY PER APPROVED COLOR SELECTIONS PRIOR TO DELIVERY & INSTALLATION. ALL BUILDING COLORS SHALL BE SELECTED BY ARCHITECT/OWNER DURING SHOP DRAWING REVIEW. PROCESS G/C TO SUBMIT (3) 8 2" X 11" COLOR SAMPLES OF EACH COLOR FOR PRELIMINARY REVIEW & UPON ACCEPTANCE. SHALL PROVIDE A S-0" X 3'-0" TEST PATCH FOR EACH COLOR PRE -SELECTED DURING SHOP DRAWING REVIEW BY ARCHITECT/OWNER AT THE FRONT ELEVATION OR ANY OTHER DESIGN FEATURE AS INSTRUCTED BY THE ARCHITECT. FOR FINAL APPROVAL PRIOR TO PAINTING THE ENTIRE FACILITY. ALL METAL SURFACES SHALL BE ELECTRO STATICALLY. 50. PLANS AND DETAILS ARE COMPLEMENTARY AND MUTUALLY EXPLANATORY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL, AND ARE NOT INTENDED TO BE USED AS SHOP DRAWINGS. WHERE VARIANCES, DISCREPANCIES, ETC. OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN THE DOCUMENTS THEMSELVES, THE ITEM OR ARRANGEMENT OF BETTER QUALITY AND / OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT. 51. FLASHING. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE WALL OR TO REDIRECT THAT MOISTURE TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM. WHEN SELF -ADHERED MEMBRANES ARE USED AS FLASHING IN WALL ASSEMBLIES, THOSE SELF -ADHERED FLASHINGS SHALL COMPLY WITH AAMA-711. WHEN FLUID APPLIED MEMBRANES ARE USED AS FLASHING FOR EXTERIOR WALL OPENINGS, THOSE FLUID APPLIED MEMBRANE FLASHINGS SHALL COMPLY WITH AAMA 714. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED PER FBC. 17 6TH EDITION. 52. G.C. TO PROVIDE A CONSTRUCTION STAGING PLAN FOR APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE STAGING AREA SHALL BE KEPT CLEAN AT ALL TIMES, ADEQUATELY SCREENED AND LOCATED AWAY FROM VIEW OF EXISTING HOMES LOCATED ADJACENT TO THE CONSTRUCTION SITE. 53. ALL ELECTRICAL CONDUITS IN EXPOSED CEILING WITHIN CHIPOTLES DEMISING INTERIOR SPACE SHALL BE EN CASED IN EMT OR IMC CONDUIT RUN TIGHT TO THE ROOF DECK & BE EITHER PARALLEL OR PERPENDICULAR TO THE MAIN ENTRY STOREFRONT. THERE SHALL NOT BE ANY DIAGONAL RUNS. ALL REQUIRED CONDUITS SHALL BE IN STRAIGHT LINES. 54. WITHIN "PROPOSED ASSEMBLY RESTAURANT' INTERIOR DEMISING SPACE EXPOSED INTERIOR FILL IS TO BE COMPACTED TO NO LESS THAT (95%) OF THE MODIFIED PROCTOR SOILS TEST FOR WATER CONTENT & COMPACTION LEVELS 9'MODIFIED PROCTOR") SO AS TO EMBLE FUTURE TENANT INTERIOR BUILT OUT TO CONSTRUCT ITS IMPROVEMENTS WITHOUT THE NECESSITY OF EXTRAORDINARY FOUNDATIONS WORK. 55. INTERIOR DEMISING SPACE FOR "PROPOSED ASSEMBLY RESTAURANT" USE SHALL HAVE A MIN. BUILDING CAPACITY OF NOT LESS THAT 2,500 LB/SQ. W/ ALL FILL MATERIAL TO BE OF SELECTED GRADE CAPABLE OF PROVIDING MIN. 95% COMPACTION REQUIREMENTS. 56. WITHIN THE INTERIOR DEMISED SPACE TO BE OCCUPIED BY "PROPOSED ASSEMBLY RESTAURANT" THE LANDLORD SHALL AT ITS EXPENSE HAVE AN INDEPENDENT PROFESSIONAL SOILS ENGINEERING TEST LABORATORY MONITOR THE PREPARATION OF THE PREMISES AND, UPON COMPLETION OF LANDLORD'S WORK, LANDLORD SHALL FURNISH TENANT A WRITTEN CERTIFICATION FROM SUCH INDEPENDENT LABORATORY VERIFYING COMPLIANCE WITH THE FOREGOING REQUIREMENTS OF THIS SECTION. THIS CERTIFICATION SHALL INCLUDE THE RESULTS OF ALL COMPACTION AND OTHER TESTS PERFORMED PRIOR TO THE DATE OF SUCH CERTIFICATION. A COPY OF SUCH CERTIFICATION SHALL BE DELIVERED TO THE TENANT'S CONSTRUCTION REPRESENTATIVE. SHOP DRAWING REQUIREMENTS: 1. ALL SHOP DRAWINGS WHEN REQUIRED SHALL BE REVIEWED AND APPROVED BY THE AUTHORITIES HAVING JURISDICTION, TYP. SUBMITTAL UPON REVIEW BY A/E SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. SHOP DRAWING SUBMITTALS CALLED FOR ON THE CONTRACT DOCUMENTS TO BE BY DELEGATE ENGINEER SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER IN THE FIELD OF EXPERTISE DIRECTLY RELATED TO THE SUBJECT WORK INDICATED. 3. SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER SIMILAR SUBMITTALS ARE NOT CONTRACT DOCUMENTS. 4. CONTRACTOR IS NOT RELIEVED FROM RESPONSIBILITY FOR DEVIATIONS FROM THE CONTRACT DOCUMENTS REQUIREMENTS BY THE DESIGN PROCESSIONALS REVIEW AND APPROVAL OF SUBMITTALS UN UNLESS THE DESIGN PROFESSIONAL HAS BEEN GIVEN SPECIFIC NOTICE OF THE PROPOSED DEVIATION ON THE SUBMITTAL AND GIVES WRITTEN APPROVAL OF IT. 5. SUBMITTALS ARE REVIEWED ONLY FOR GENERAL CONFORMITY WITH DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS, CORRECTIONS AND/OR COMMENTS MADE AS PART OF SUBMITTAL REVIEWS DO NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR CONFORMANCE OF WORK WITH THE CONTRACT DOCUMENTS, APPLICABLE CODES AND LAWS, ALL OF WHICH HAVE PRIORITY OVER THE SUBMITTALS. 6. SOLE RESPONSIBILITY FOR CORRECT DESIGN, DETAILS, DIMENSIONS, SHALL REMAIN WITH THE PARTY PROVIDING THE SUBMITTAL.. SAFETY / EGRESS DOOR NOTES: 1. NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32' WIDE, UNLESS A LARGER DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF 2017 F.B.C. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. 3. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. 4. DOORS MAY BE SWINGING OR SLIDING, AND ARE EXEMPT FROM THE REQUIREMENTS OF SECTION 21-2.43 AND 21-2.4.4 OF THE 2015 ED. OF NFPA.101 5. NO DOOR IN ANY MEANS SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CANNOT BE EASILY ENGAGED SHALL BE PROHIBITED. ABBREVIATIONS: AB ANCHOR BOLTS ABBREV ABBREVIATION (S) APPR APPROVED ACOUS ACOUSTICAL AC ASPHALT CONCRETE AC or A/C AIR CONDITIONING AD ACCESS DOOR AFF ABOVE FINISHED FLOOR ALUM ALUMINUM BD or BRD BOARD BLDG BUILDING BLK BLOCK BM BEAM BOB BOTTOM OF BEAM BOT BOTTOM C/C CENTER TO CENTER CER CERAMIC CH CEILING HEIGHT CEM CEMENT CLG or CEIL CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMPO COMPOSITION CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CORR CORRIDOR CSK COUNTERSINK DEL DELETE DET DETAIL DF DOUGLAS FIR DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIR DIRECTION DBL DOUBLE DN DOWN DO DOOR OPENING DR DOOR DS DOWNSPOUT DWG or DRWG DRAWING EA EACH ELEC ELECTRICAL ELEV or EL ELEVATION ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EXIST or (X) EXISTING EJ EXPANSION JOINT EXT EXTERIOR EWC ELEC WATER COOLER FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FO FINISHED OPENING FOC FACE OF CONCRETE FOS FACE OF STUD FOW FACE OF WALL FOUND FOUNDATION FRP FIBER REINFORCED PLASTIC FD FLOOR DRAIN FS FLOOR SINK FS FULL SIZE FSD FULL SIZE DETAIL FT FEET FH FULL HEIGHT GA GAUGE GL GLASS GALV or GV GALVANIZE GR GRADE GYPBD GYPSUM BOARD H HIGH HDWD HARDWOOD HORIZ HORIZONTAL HM HOLLOW METAL HP HIGH POINT HT HEIGHT ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JAN JANITOR LAV LAVATORY LEV LEVEL LP LOW POINT LTG LIGHTING LTWT LIGHT WEIGHT MAINT MAINTENANCE MAT'L MATERIAL MAX MAXIMUM MB MACHINE BOLT MECH MECHANICAL MET METAL MEZZ MEZZANINE MFR MANUFACTURER MISC MISCELLANEOUS MO MASONRY OPENING MIN MINIMUM MIR MIRROR MULL MULLION NO NEW NUMBER NTS NOT TO SCALE NR NON -RATED OC ON CENTER OCC OPERATOR CONTROL CENTER OD OUTSIDE DIAMETER OF OVERFLOW OFF OFFICE OFI OWNER FURNISH ITEM OF01 OWNER FURNISHED OWNER INSTALLED OH OPPOSITE HAND OPN'G OPENING OPP OPPOSITE PC PORTLAND CEMENT PL PLATE PLAS PLASTER PLYWD PLYWOOD PR PAIR PREP PREPARATION PROJ PROJECTION PT PRESSURE TREATED QT QUARRY TILE R RISER R or RAD RADIUS RD ROOF DRAIN REF REFERENCE REFL REFLECTED REINF REINFORCED REQ'D REQUIRED RES RESILIENT RM ROOM RO ROUGH OPENING REDW'D REDWOOD SECT SECTION SHT SHEET SIM SIMILAR SIM SIMULATOR SIMUL SIMULATED SPECS SPECIFICATIONS SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL SQ SQUARE STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD TDC TRAFFIC DECK COVERING T & G TONGUE & GROOVE TEMP TEMPERED TEL TELEPHONE THK THICK TOC TOP OF CONCRETE TOP PF CURB TOP TOP OF PARAPET TOS TOP OF STEEL TYP TYPICAL TOW TOP OF WALL LINO UNLESS NOTED OTHERWISE VERT VERTICAL VCT VINYL COMPOSITION TILE V.I.F VERIFY IN FIELD W WIDE W/ WITH WC WATER CLOSET WD WOOD WI WROUGHT IRON WL WATER LEVEL WP WORKING POINT WP WATERPROOFING WT WEIGHT Revisions: I a z0 M Q C� W ° '0 LUo a WZ LL 0 LLI z U Q� a� w =a Wm o �0 J oQ W 0 Z Z W Q V♦ � Z 0 E J Moo W } � V <Z0 0� 30-LJL V Q �acn a0 a U W N W N 0 a Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME 11 GENERAL NOTES SHEET NUMBER A-0o l - �..r..�.�__ ------ ---_ _•__ ` � -----'----__-_.�_-. __._.Y__ ,�--�.-..:.. -----_:u..,.a.a�.�¢......�..�.,.,�.,-_.._�._� - - - `------� ,...-_-.._- _�.-----------__._ �' --- - - ____-,._�.,�,,..,...... ............ ............ ..�,...a,�..M ,.. -... �.,,_ ...._ _« ...�.�.�.,�,.�.,�.f._v.a..�. ..,�...�„mt..,...,��.�,.�-•,-.�ay+,mr�-.,�aurrxw��_,.a,.,e _r..,:;s.ss�.... - �., ,......_.-�......__.._...�......._,,....�.:.,.,,.a.�.,.�.�s.....,�.s�,,.f.�...,.. __���_� 3'-0" MIN. CLEAR ,2" MAX CANE HITS POST CONTINUOUS PASSAGE PROTRUDING OR PYLON BEFORE OBJECTS HANGING.............. _. __. ----- ---. --. - 4" MAX. ANY AMOUNT PERSON HITS OBJECT ON WALL WITH , ANY AMOUNT LEADING EDGESesignTech " ACCESSIBLE ENTRANCE REQUIREMENTS: CLEAR WIDTH ABOVE 27 ACCESSIBLE FLOOR AND LEVEL _ �- ateationad I�rn aF �wO�z I� IX REQUIREMENTS: 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE �mz�o x --_ Associates, Inc, AA26001933 STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, N�ww �+ !' E 4-"• Z D o w v ° o <o �� I o Architecture • Planning • Interior- Design VISIBLE FROM APPROACHING PEDESTRIAN WAYS. SIGNAGE SHALL BE THE II�// w O y GwmOd= 141 N ti thAve. Suite 303 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON ! INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL BE A t ° ' o j RANGE �I \ / Uo =�_¢ c J W A F�F _.. hliar7i Lakes, FI. 33010 In J ADDITIONAL C9 .... Q C� LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, WHITE FIGURE ON A BLUE BACKGROUND. L �l ; 1-� _ / `` I F PROTECTION NOT T-ry"qp7� C`I�� REQUIRED .5-36 -4�FL.0 PASSENGER ELEVATORS, OR ESPECIAL ACCESS LIFTS. N BETWEEN WING F 3f 2. LATCHING AND LOCKING DOORS ARE HAND ACTIVATED AND WHICH ARE IN A 1` , WALLS dt€info@dtiarcritect.00rr r C , tt / \ \ = 2'�"MIN- WW4'U. CitIC�r-ift tlt'.Ci/r'i w / p I/ = O G CLEAR WIDTH 2. FLOOR SURFACES SHALL BE SLIP -RESISTANT. PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER _ N lj -� 2 MAX. POINT PASSAGE 4" TYPE HARDWARE DESIGN TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. ,2"MAX. 11 M. I 3. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED P ROT RU D I N G OBJECTS BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FINISH FLOOR. &x°��. �4 - 4. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE A-0.1 SCALE: %4' = 1'-0" DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL ►1 ADDITIONAL ACCESSIBLE REQUIREMENTS: HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60 INCHES AND THE LENGTH OPPOSITE DIRECTION OF DOOR SWING OF 44 INCHES AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR ON NOTE: Y = 54" MIN. IF 2'-0" PULL SIDE ITS CLOSED POSITION. DOOR HAS CLOSER MIN NOTE: NOTE: X = 36" MIN. IF Y = 60" X = 42" MIN. IF Y = 54" X = 12" MIN. IF DOOR HAS BOTH A CLOSER AND A PULL SIDE LATCH. 07-25-2022 5. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE 18" MIN. PULL SIDE x Carlos Pizarro R.A. 1. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 12 INCHES DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE OF THE _ @INTERIOR PUSH SIDE AR - 0013079� ABOVE THE FLOOR OR WORKING PLATFORM. o - 24 MIN. DOOR FOR EXTERIOR DOORS AND 1$ INCHES PAST THE STRIKE EDGE FOR - '\ d Z ;n @ EXTERIOR j INTERIOR DOORS. a 4'-0" - �, _ 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED >-0 4'-0 MIN. X } o z Revisions- 1 TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING 6. THE FLOOR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE MIN. OR RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. LATCH SIDE APPROACH SWINGING DOOR FRONT APPROACH SWINGING DOOR -PULL SIDE FLOOR OR WORKING PLATFORM. 7. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING NOTE: „ NOTE: Y = 48" MIN. IF Y = 48" MIN. IF DOOR HAS BOTH A CLOSER AND A r HINGE SIDE APPROACH SWINGING DOOR -PULL SIDE \ ! j 3. THE CENTER OF THE FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO 2-0 DOOR HAS CLOSER LATCH. 48 INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM GROUND MIN. 4'-6" MIN. BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR PUSH SIDE ! i' 1— \ FRONT APPROACH SWINGING DOOR- PUSH SIDE SURFACE OR SIDEWALK. HAZARDOUS CONDITION. WHEN NARROW FRAME DOORS ARE USED, A 10 \``, INCH HIGH SMOOTH PANEL SHALL BE INSTALL TO THE PUSH SIDE OF THE _ �\ 4. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE STANDARD USE TO DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR z _ o z 4'-6" IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. a f° Z C° g MIN. DISABLED PERSONS AS SET FORTH IN THIS BUILDING STANDARDS. THE SYMBOL ``' SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. 8. ALL INTERIOR DOORS SHALL BE OPERABLE WITH A SINGLE EFFORT (NO — . .............. THE BLUE SHALL BE EQUAL TO COLOR No. 15090 IN FEDERAL STANDARDS 595a. GRASPING OR WRIST MOVEMENT) LEVER TYPE LOCKSET/ HARDWARE I` j MOUNTED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FINISH FLOOR AS \\ 5. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE A PER LATEST EDITION OF THE F.B.0 11-4.13.9. ALLOWABLE CLOSURE �� ! SLIDE SIDE APPROACH - SLIDING OR FOLDING �i TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES FRONT APPROACH SLIDING OR FOLDING DOORS DOORS a O MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNINGS SHALL PRESSURES: LATCH SIDE APPROACH SWINGING DOOR HINGE SIDE APPROACH SWINGING DOOR -PUSH SIDE HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. INTERIOR DOORS - 5 POUNDS EXTERIOR DOORS -8.5POUNDS ACCESS CLEARANCES 0 "a FIRE DOORS - 1.5 POUNDS r2—�DISABLED Q ° A-0.1 SCALE: 3/6' = 1'-0" U C') o 0 36" MIN. N V. - NOTE:..._. W� LU Z N T X X = EQUAL OR W I p! I LESS THAN 24" N Z V - _..._ I - �r __._._._..... � { - - NOTE. W 5 i X = EQUAL OR > G I O a I t� v l �- ( r 4:_0" LESS THAN 15" W w \ f� \_\f V I 'C y I ... IL , - L y_6" r 4' 0" � 2' 6" �� Z Z> N rLr W w :- II I4'-0"r� } P I _ . 1 a � ilLlj'�` '—' ,�� NOTE: L a Nr J 4 0:1 C �"' Y = IF Y IS GREATER THAN 24" NOTE: —— ................e -_� THEN AN ADDITIONAL 04 MANEUVERING CLEARANCE OF 6" ............._. ! Y = IF Y IS GREATER THAN 15" THEN AN ADDITIONAL 32" MIN. 60" MIN, SHALL BE PROVIDED AS SHOWN. 2'-6" 6" MANEUVERING CLEARANCE OF 12" SHALL BE PROVIDED AS SHOWN. r3--�MINIMUM CLEAR WIDTH �01 SCALE: %6' = 1'-0" 0 4'-0" Q 12" MIN. 36" MIN. 12" MIN. 10" 2'-6" 2'-6" 2'-0" M 0 -\W4'-0" X f Q ° 0 ........_._................... �l`` 0 Z y _ �/� w T X - V� a. _ \ a1\ v 1.. �... N LU w \ \ h \ I U l !l4\ 4'_0" ' is `i. f "I �t _ <\ Z r \ NOTE: ------- -- ----- - ----- X SHALL BE EQUAL OR LESS THAN 25"; Z SHALL BE EQUAL OR 4'-0" GREATER THAN X. WHEN X IS LESS THAN 20" THEN Y SHALL BE 48" MAXIMUM. WHEN X IS 20" TO 25", THEN Y SHALL BE 44" MAXIMUM. 4 WHEELCHAIR TURNING SPACEr5-�FORWARD REACH LIMITS 6 SIDE REACH Job Number: 22008.01 �O. SCALE: %" = V-0" A-0.1 SCALE: %$' = V-0" �01 SCALE: %2' = 1'-0" File name: Issued Date: a Drawn by: tioV�NT�'Lc oTy Checked by: o SHEET NAME FLARED SIDE NOTE: \\� ��� , -�" � ,,�, � _,_ _ . FLORIDA DIMENSIONS SHOWN \\oso,00as 4I \ \ �� 2 '\ - IFXISLESSTHAN48" THEN ACCESSIBILITY APPLY WHEN X IS LESS \\ �� THAN 48" "r THE SLOPE OF THE FLARED � 1 SIDE SHALL NOT EXCEED 1:12 REQUIREMENTS \J I/ DETECTABLE WARNING DETECTABLE WARNING SURFACE WITH TRUNCATED SURFACE WITH TRUNCATED �\ DOMES. COORDINATE WITH DOMES. COORDINATE WITH CHANGES IN LEVEL NOT TO SCALE IF X IS LESS THAN 48" THEN CIVIL PLANS AND SEE NOTE 3'-0" 4'-0" 3'-0" ( ) CIVIL PLANS AND SEE NOTE T-6" X 3'-6" I THE SLOPE OF THE FLARED BELOW. ,k SIDE SHALL NOT EXCEED 1:12 BELOW. 7 ACCESSIBLE ROUTE g BUILT UP CURB RAMP SHEET NUMBER A-0.1 SCALE: %2" = V-0" �0- SCALE: %" = V-0" A-O ■ 2 EXHIBIT B - LANDLORD WORKLETTER DESCRIPTION OF LANDLORD IMPROVEMENTS (GREY SHELL) LANDLORD'S WORK THE LANDLORD SHALL CARRY OUT THE FOLLOWING WORK IN THE LEASED PREMISES IN A GOOD AND WORKMANLIKE MANNER: 1. ELECTRICAL: 200A, 208/12OV, 3 POLE EXTERIOR ELECTRICAL SERVICE METER CAN WITH SE RATED FUSED DISCONNECT WITH 2O0A FUSES IN NEMA 3R, EXTERIOR TO PREMISES AT BLDG ELECTRICAL ROOM. CONDUIT STUBBED TO THE INTERIOR, NO PANEL OR WIRING. LOCATION TO BE DETERMINED BY THE LANDLORD. NO ELECTRICAL DISTRIBUTION. JUNCTION BOX FROM INTERIOR WITH CONDUIT FEED TO JUNCTION BOX AT SIGNAGE LOCATION FOR FUTURE TENANT SIGN. EMERGENCY LIGHTING AND EXIT SIGNS TO CODE AT THE COMPLETION OF THE LANDLORD WORK, CONNECTED TO HOUSE PANEL SO THAT TENANT CONTRACTOR CAN RE -FEED FROM THE TENANT PANEL ONCE INSTALLED AND POWERED. CONDUIT STUB IN FROM BUILDING PHONE DEMARCATION POINT INTO TENANT SPACE AT LOCATION DETERMINED BY THE LANDLORD. THE TENANT SHALL PROVIDE ALL OTHER ELECTRICAL WORK INCLUDING, BUT NOT LIMITED TO, INTERIOR SERVICE PANEL, PANEL FEEDER WIRING, ALL LIGHTING, OUTLETS AND WIRING REQUIRED. 2. HEATING AND AIR CONDITIONING EQUIPMENT: MINIMUM ONE (1) TON OF COOLING CAPACITY PER 300 SQUARE FEET OF AREA WILL BE SUPPLIED AND INSTALLED ON THE ROOF OF THE LEASED PREMISES. INSTALLED WORK IS LIMITED TO HVAC UNIT ON ROOF CURB STRUCTURALLY ANCHORED WITH ROOF PENETRATION FOR FUTURE ELECTRICAL, INSTALLED DISCONNECT AT ROOF LEVEL, DUCT SMOKE DETECTOR IN RETURN, THERMOSTAT, SUPPLY AND RETURN DUCT DROP INTO SPACE FOR FUTURE TENANT CONNECTION. LOCATIONS AND NUMBER OF UNITS AS DETERMINED BY LANDLORD. NO ELECTRICAL, DUCT DETECTOR, OR DUCT WORK WIRING OR CONNECTIONS ARE INCLUDED. ALL OTHER WORK REQUIRED TO HOOK UP THE SYSTEM TO BE COMPLETED BY THE TENANT. THE TENANT IS REQUIRED TO MAKE ITS OWN INQUIRIES REGARDING TO THE ADEQUACY OF THE HVAC CAPACITY PROVIDED BY THE LANDLORD ABOVE AND PROVIDE ALL ELECTRICAL FEEDS AND HVAC DISTRIBUTION. THE TENANT WILL BE RESPONSIBLE FOR THE COSTS OF ANY ADDITIONAL HVAC EQUIPMENT AND DISTRIBUTION IN WHICH IT REQUIRES. 3. WALLS: UNPAINTED GYPSUM BOARD ON INTERIOR FACE OF DEMISING WALLS, TAPED AND MUDDED (NOT FINISHED) TO CODE. MASONRY FIRE WALLS (LANDLORD'S OBLIGATION WILL BE TO A MAXIMUM 1-HOUR RATING) AND EXTERIOR WALLS WILL BE CONCRETE TILT WALL OR BLOCK. 4, FLOOR: NO SLAB. SOIL TO BE BACKFILLED AND COMPACTED AND PROVIDED IN REASONABLY LEVEL CONDITION. 5. STOREFRONT: LANDLORD'S STANDARD STOREFRONT IN EXISTING DESIGN CONFIGURATION. 6. CEILING: NONE. 7. SPRINKLERS: IF REQUIRED BY CODE, THE LANDLORD WILL PROVIDE A COMPLETE SPRINKLER SYSTEM WITHIN THE UNIT BASED ON OPEN AREA WITH ALL UPRIGHT SPRINKLER HEADS (I.E. NO PARTITION WALLS, BULKHEADS, ETC.). THE TENANT WILL BE RESPONSIBLE FOR ANY ALTERATIONS TO THE SYSTEM TO MAINTAIN PROPER COVERAGE AS PER CODE DUE TO THE CONSTRUCTION OR INSTALLATION OF AN OBSTRUCTION SUCH AS WALLS, BULKHEADS, SHELVING, ETC. OR FOR INSTALLATION OF TENANT'S DROP CEILINGS. 07-25-2022 Carlos Pizarro, R.A. AR - 0013079 Revisions: a Z0 M ff o W WZ IL f_ o LU z U W Q W = a W m o �0 _12 � OC J ° a W 0W �[L 3 Z> W 0 W 3 Z 044 J QM a 000 EU 0� <Z0 30LL V Q �aN ovIL U) 2> 0[L 0.0 0a W N N W 0 IL Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME WORK LETTER REQ. SHEET NUMBER A-0.3 ZONING DATA: BUILDING SET BACKS: SITE PLAN LEGEND: PROPOSED BUILDINGe si, r REQUIRED PROVIDED ENCLOSURE PROPERTY OWNER: SF ZEPHYR COMMONS OUTPARCELS LLC O AMOUNT OF PARKINGte, at! 400 CLEMATIS ST SUITE 201 FRONT: 10'-0" 81'-8" CONCRETE SIDEWALK Associates, Inc. WEST PALM BEACH, FL 33401 SIDE: 10'-0" 58'-6" - 23'-9" PROJECT BOUNDARIES Architecture •Planning • PROPERTY LOCATION: SITE LIES ON EAST SIDE OF 301 BETWEEN (NORTH) (SOUTH) - — ENCLOSURE 777. KOSSIK RD AND PRETTY POND RD REAR: 20'-0" 60'-0" LANDSCAPE AREA 1123 Seth Ave. ZEPHYRHILLS BUILDING SEPARATION: 15'-0" N/A Lakes,(T.736- ami 9C EXTERIOR CANOPIES ABOVE F. 305-362-44 LEGAL DESCRIPTION: SEE BOUNDARY SURVEY BUILDING AREA: (FAR) 19,045 SF 6,929.00 SF -----J PROPOSED ASPHALT AREA dtiinto dti rchit& BUILDING HEIGHT: MAXIMUM PROVIDED PROPERTY ACREAGE: 35,825 SF (0.82 ACRES) ��°oiw,dtiarchitect 30'-0" 24'-8" _ ......... ......... .......... PROPERTY ZONING: C-2 PROPERTY USE: EXISTING PROPOSED GENERAL NOTES: PROPERTY LAND USE: UNIMPROVED COMMERCIAL NONE BUSINESS 1. G.C. SHALL COORDINATE ALL THE SITE WORK WITH CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, --- _...... ......... .................. .__ ...... -- - ..... ............................... ._...... _ _ _ ___ ......... ......... ......... ..._ ELECTRICAL AND ARCHITECTURAL DRAWINGS G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BIDDING AND COMMENCE WORK. 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. G.C. SHALL COORDINATE WITH ALL UTILITY COMPANIES AS REQUIRED AND SHALL PROVIDE ALL REQUIRED UTILITY WORK TO BE PERFORMED AS INDICATED BY CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS AND/OR REQUIRED BY UTILITY COMPANIES. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK. 4. G.C. SHALL COORDINATE WITH LOCAL POSTAL SERVICE PROVIDER FOR LOCATION, INSTALLATION Revisions: AND PURCHASE OF REQUIRED MAILBOXES. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK. 5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 6. DURING THE CONSTRUCTION AND OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. SITE PLAN SCALE: 1 /16" = 1'-0" SITE PLAN KEYED NOTES: ITEM # DESCRIPTION 1❑ ASPHALT PAVING - SURFACE. REFER TO CIVIL DRAWINGS CONCRETE CURB. REFER TO CIVIL DRAWINGS 3 HANDICAP PARKING, 12' X 18' ACCESSIBLE PARKING SPACE ADA COMPLIANT W/ 5'-0" WIDE PEDESTRIAN ACCESS DELINEATED WITH 4" PAINTED STRIPES. 4] STRIPE PARKING, 4" WIDE WHITE STRIPES TWO COATS, TYPICAL ALL PARKING SPACES. LANDSCAPE AREA, SEE LANDSCAPE PLAN FOR PLANTING TO BE INSTALLED, WHERE LANDSCAPE IS TO REMAIN PROTECT FROM ADJACENT CONSTRUCTION OPERATIONS AND REPAIR DAMAGE. �6 NOT USED 7❑ COMMON CMU DUMPSTER ENCLOSURE. REFER TO DETAIL 1 ON SHEET SP-1.1 8 CONCRETE SIDEWALK SLAB/BRUSH FINISH WITH TOOLED JOINTS AT 5-0" MAX ON 95% COMPACTED GRANULAR FILL.MAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. REFER TO CIVIL DRAWINGS. SEE SP-1.1 FOR DETAILS ACCESSIBLE H.C. STRIPPING ROUTE. REFER TO DETAIL 3 ON SHEET SP-1.1 10 5' W. PEDESTRIAN ACCESS WAY. 11 9'-0" X 20'-0" PARKING SPACES FOR MARKING AND STRIPING DETAILS, SEE: CIVIL DWG'S 12 8'-0" W X 6" D CONCRETE REINFORCED SLAB. REFER TO CILVIL FOR ADDITIONAL REQUIREMENTS. 13 PROPOSED LOCATION FOR MONUMENT/PYLON SIGNAGE. G.C. TO COORDINATE FINAL LOCATION W/ LANDLORD REQUIREMENTS - THIS NOT PART OF THIS PROJECT. 14 BOLLARD. SEE CIVIL DWG'S FOR DETAIL. 15 DUMPSTER ENCLOSURE - DRAINAGE OPENING. REFER TO ENLARGEMENT FLOOR PLAN. 16 EXTERIOR CANOPIES ABOVE aT Z0 M Q W � W Z �0 oil � o LU cn Z Q = ci W =a Wm o �0 �J j °a W 0W Z Q W U Z � 044 a M r Q EJ 000 0� U Q Z O �0U. V Q �aN ova =�J IL Cda U W N N W 0 a Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: 11 SHEET NAME 11 SITE PLAN SHEET NUMBER SP-1.0 KEY PLAN NOT TO SCALE m.n:: 1 . _li[,%x -1 NNSII'AJ _ �� _ �_ Iu�I __�_J_LiEli F1 FROMPRIELM, 6 ORRUGATED METAL GATE PIN (TYP. PANEL GATE (PAINTED) OF 1 EACH DOOR) SP-1.1 1-1/2" X 20GA TYPE'B' ON 2" X 2" STL. FRAME 6-0" ELEV. Ted' 14 -8 _ _ _BAND T.O. BEAM CV 13'-4' „I INSERT W/ SMOOTH �� '"; I � GATE POST a n STUCCO FINISH Associates, Inc. AA26001933 Nl� - \—WALL BEYOND Architecture • Planning Interior Design € 14125 N,W, 80th Ave. Suite 303 j \ Miami Lakes, Fl. 33016 € ' - GALVANIZED STEEL HINGE 2 AT EACH T. 305-362-4420 i ( dtiinfo@dtiar6chitec ,com E i a DOOR TYP.) 8" REINF. MASONRY o SIN i RE: 5/SP-1.1 BLOCK WALLS www, dtearrhitect. orr ! (SEE STRUCTURAL _ 2" STUCCO FINISH DRAWINGS `VI 10" CONCRETE SLAB ON PAVING VAPOR BARRIER OVER 98% WELL COMPACTED VIHICULAR r III ( I PRE -CAST LINTEL FILL REINFORCED W/ #4 TRAFFIC RATED INDICATED FOR DRAINAGE EXPANSION JOINT +► o I I PROVIDE WHEEL ( I @ 16" O.0 EACH WAY. W/ MOUNTING I I (SEE PLAN) 4 ROO 3 _ BRACKET @ EA. GATE j U �� SLOPE SLOPE ��„• -` - = 3000 PST CONC. ON - - 1«. 1 95%MIN. SOILS DENSITY ( h ELEVATION - A Carlos -25-2022 A OPENING FOR I iiI II III-ILI I , DRAINAGE III VAPOR BARRIER Pizarro, R. AR - 0013079 14'-8"- ---' L -1i Revisions: PAINT OVER STUCCO; COLOR FINISH TO o MATCH BUILDING, to TYP. - =OPEN = ELEVATION - B ELEVATION - C NOTES 4" M.D. FOR WATER DRAINAGE 6" ID GATE POST (TYP. OF 2) REFER TO DETAILS 5 & 6 SP-1.1 FOR REQUIREMENTS PAINT OVER STUCCO; COLOR FINISH TO MATCH BUILDING, TYP. 1. PAINT ALL SURFACES OF LATCHES AND PIPE BOLLARDS SEMI -GLOSS. 2. PROVIDE 4", HEAVY DUTY, INDUSTRIAL GRADE, FREE ROTATING WHEEL (W/GREASE FITTING FOR BEARINGS) 3. AT BOTTOM OF EACH GATE TO PREVENT SAGGING. 4. G/C TO PROVIDE APPLICABLE SHOP DRAWINGS BY SPECIALTY SUBCONTRACTOR FOR REVIEW PRIOR TO MANUFACTURE & INSTALLATION. 5. BUILDIINGD EFEROTO NOTE 49 SHEEAT PAINT IT OC10F0 ADDITIAT OF ONAL INFORMAT ONCOATS OF FINISH PAINT COLOR TO MATCH PRECAST LINTEL 2 ELEV. B OPENING 7'-4" BRG, AT P-1.1 6" STEEL PIPE BOLLARD. BOTH ENDS (TYP. OF 2) REFER DETAIL ON CIVIL 1 _ 14'-8" DWG'S. (TYP. OII..F 15) �n ---- n, en SLOPE CONC. FOR POSITIVE SLOPE U W J W 6" NOM. ID GATE — POST FILLED W/ COP ROUNDED TOP. SEE DETAIL 5 SP-2.0 (TYP. OF 2) 00 10 o o , _z o � �O 4 W IL a o o a p p U) p . W~W¢ I a.�V2 O Cf) Q - P, is O O J a Q ELEV. A 6" CONCRETE SLAB ON CLEAN COMPACTED FILL TO 98% DENSITY. W/6X6 W2 1X2.1 W.W.F. SEE STRUCTURE FOR ADDITIONAL REINFORCE `CORRUGATED METAL PANEL GATE (PAINTED) 1-1/2" X 20GA TYPE'B' ON 2" X 2" STL. FRAME 2 SECTION THRU DVMPSTER SCALE: 1/2" = V-0" ACCESSIBLE PARKING SIGN PER FDOT INDEX 13355. REFER CIVIL DRAWINGS PRECAST CONCRETE WHEEL STOP (TYP. 6"X6"X6-0") 9'-01, / 12'-0" MINIMUM _ 5'-0" MINIMUM 12'-0" MINIMUM _ _ 9'-0" 3 HANDICAP PARKING DETAIL 4 NOT USED SCALE: 4' = 1'-0" " SCALE: 4' = 1'-0 .1 GAP GAP 1 1/2" WASHER -- CONCRETE WALK 8 1/2"X2"X1/4" WELDED TO EXPANSION JOINT W/ 6X6-W1.4XW1.4 CONC. SIDEWALK LATCH PLATE 3/4" BOLT W/ SEALANT W.W.F. 1" WITH I� 1/3" SAW CUT ROUNDED C LATCH PLATE CANE BOLT - CONTROL JOINT @ 1/4" RADIUS MAX. EDGES W/ 3/4" X 4" GUIDE (2) 5' O.C. EACH WAY. I \\ EXPANSION ' 1/3" BOLT HANDLE SEE DETAIL ALEMITE 1610-BL 7-1/4" O.D. HINGE 6" LONG _ JOINT W/ N i ch / 6/SP-2.0 SEALANT 0 3/4" BOLT HYDRAULIC GREASE 1 X 6 X 1/2 TO HINGE FITTING TO BE STRIKE STOP BAR CANE BOLT y &GATE ACCESSIBLE FOR LATCH FRONT VIEW 3/4" COLD I SLOPE DN. I \\ IPAVIN�I 1 MAINTENANCE LATCH PLATE ROLLROLLED STEEL a ► l c W/ 3/4" X 4" i BOLT HANDLE WELDED TO 4„X4„X41 DRILL 7/8„ p? a a� Z M STEEL _ - _ GATE FRAME BOLT FOR HOLE IN SLAB. 3" X 7-1/4" O.D. TUBE. g" I.D.PIPE GATE BENT PLATE STOP TOP OF z SIZE TO FIT 1 i it II II -11 �I : o ll:� of 1-1/2 X6 X1/4 WELD COLLAR TO _ BOLT. I� I, 1 6x6-W1.4xW1.4 POST. POST SEE DETAIL STRIKE WITH SLAB BUILDING-" COMP. GRANULAR n W.W.M. THIS DRAWING 1-3/4" - BOLT v FILL SEE 1_f- 1=11 WELL COMPACTED FILL THROUGH FRAME NOTE: MOUNT CANE - VC LEAVE FOUNDATION SPECIFICATIONS 12' -- NOTE: SEE CIVIL FOR SPACING OF LATCH SIDE BOLT AND GATE LATCH ASSEMBLIES #5 DWL. X 4'-0"- VIEW THROUGH FACE BOARDS INTO STEEL FRAME @ 24" O.C. 2 #5 CONTINUOUS T. & B. STRUCT. JOINTS AND EXPANSION JOINTS a Z0 w W� M C� VI W � a/ O W I.V W Z N" o W Q LU P Q U W p = a 0 W ..I m W �J 0 oa Z Z w Q V♦ Z � 0 J r Q 000 V aZ0 0 30� V Q �aN �- �- N 2> >a 0,0 as W N W N Job Number: File name: Issued Date: Drawn by. - Checked by: SHEET NAME SITE PLAN DETAILS ENLARGE DVMPSTER PLAN SCALE: 1 /4" = V-0" POST DETAIL 5 SCALE: 1" = V-0" LATCH / CANE 6 SCALE: 1" = 1'-0" BOLT DETAIL CONCRETE SIDEWALK SCALE: 3/4" = V-0" EDGE DETAIL CONTROL JOINT DETAIL SHEET NUMBER 8 SCALE: 1" = T-0" SP-1 ■ 4 a O \ 1/2" \MAX EGRESS WIDTH EXIT CAPACITY 36"/.2=160 OCC. O ` 1/2' \MAC EGRESS WIDTH EXIT CAPACITY 36"/.2=160 OCC. 7 — — r- — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — --_0 --- --- -----------------} 1 TRAVEL DISTANCE=71'-6" I I ! I I I I I I I I I j 1 I I I Ij I f REFER jI TO NOTE 8 I I 4 PROPOSED MEDICAL I BUILDING 1 UNSPRINKLERED 7,000 SQ. FT. ti I UI 100 Z I °I THIS SPACE IS \ SHELL ONLY FE \z MIN, pl \ANCF 8F \�FFN Ek T4 REFER \ TO NOTE 8 I )[E I I 1 I t I I I I I I I I I I I, J LUI �1 1 I \ I I I / 1 REFER TO NOTE 8 Fj o,S-�ANr;Eej 59.9 1/2 UI ZI ;� f �I I I REFER TO NOTE 8 I I I � I i I NOTE: - NO SLAB IN SPACE 1 i - SPACE IS UNINHABITABLE - FUTURE TENANT TO SUBMIT INDIVIDUAL 1 LIFE SAFETY PLAN FOR SPACE THEY WILL BE OCCUPYING, UNDER SEPARATE PERMIT 1 I I 1 REFER 1 TRAVEL DISTANCE=71'-6" TO NOTE 8 — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — ---------- ----------------�-� _ 1/2" MAXI `t I OI I EGRESS WIDTH EXIT CAPACITY 12"/.2=160 OCC. I I I LIFE SAFETY LEGEND: OEXIT DOOR DIRECTION OF EGRESS AND OCCUPANCY LOAD TO THE EXIT — PATH OF TRAVEL OCCUPANCY LOAD FACTOR: SPACE AREA OCCUP. FACTOR OCCUPANCY GROUP (NFPA 7.3.1.2) LOAD FACTOR SHELL 100 7,000 SQ.FT. B 150 47 COMBO PACKAGE. ILLUMINATED EXIT SIGN AND EMERGENCY LIGHT W/ BATTERY BACKUP EMERGENCY LIGHT WITH BATTERY BACK UP FE WALL MOUNTED FIRE EXTINGUISHER@ 48" AFF TO TOP OF HANDLE EGRESS REQUIREMENTS: CID MTD NOTES: COMMON PATH MAXIMUM TRAVEL DISTANCE SEE ELECTRICAL DRAWINGS FOR NIGHT / EMERGENCY FLUORESCENT LIGHTING SPACE } U Z d Q 0 U J U EGRESS WIDTH PER OCCUPANT FBC 1005.3.2-NFPA 7.3.3.1 NUMBER OF EXITS MIN. CORRIDOR WIDTH LEVEL COMPONENT 0.2" PER OCCUPANT REQ'D FBC 1006.2.1 1006.3.1 REQ'D NFPA 7.4.1 PROV'D REQ'D FBC 1020.2 REQ'D NFPA MIN. PROVIDED REQ'D 'D PROVIDED SHELL 100 47 10" 144" 1 1 3 44 44 N/A NOTES: 1. BUILDING IS UN-SPRINKLERED; ALLOWABLE TRAVEL DISTANCE IS 250'-0" MAX. 2. CONTRACTOR SHALL PROVIDE ONE ABC TYPE FIRE EXTINGUISHER FOR EVERY 3,000 S.F. OF BUILDING AREA. EXTINGUISHERS SHALL BE MOUNTED @48" AFF TO TOP OF HANDLE, AND NOT EXCEED 75' TRAVEL DISTANCE FROM ANY LOCATION INSIDE DE SPACE(S). COORDINATE LOCATION WITH OWNER PRIOR TO INSTALLATION. SHALL BE CURRENTLY TAGGED BY A LICENSED FIRE EQUIPMENT COMPANY. 3. THERE IS AN ACCESSIBLE ROUTE FOR THE PUBLIC FROM ACCESSIBLE PARKING SPACES THROUGH RAMP, TO ENTRY DOORS AND INTO BUILDING. ALL PUBLIC AREAS ARE ACCESSIBLE AND HAVE NO LEVEL CHANGES GREATER THAN Y2' EXCEPT AS PROVIDED BY RAMP. 4. THIS BUILDING SHALL COMPLY WITH SECURITY AND FORCE ENTRY PREVENTION OF THE LATEST EDITION OF THE F.B.C. 5. PROVIDE OCCUPANCY SIGN CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. 6. DURING CONSTRUCTION THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A-10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT. 7. THE OPENING FORCE FOR INTERIOR SIDE -SWINGING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5LB. FORCE. FOR OTHER SIDE -SWINGING, SLIDING OR FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15LB FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30LB FORCE. THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15LB FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. 8. EMERGENCY LIGHTING W/ BATTERY BACKUP SHOWN FOR REFERENCE ONLY. FINAL LOCATION TO BE DETERMINED PENDING FINAL LOCATION OF TENANT SEPARATION INTERIOR WALLS. FIRE NOTES: • ILLUMINATED EXIT SIGNS ARE PROVIDED THROUGHOUT THE SPACE. ALL EXIT SIGNS SHALL HAVE BATTERY BACKUP. • THIS SPACE IS PROVIDED WITH APPROVED BATTERY POWERED EMERGENCY LIGHTING TO ILLUMINATE ALL REQUIRED MEANS OF EGRESS. • DOORS ARE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE. • EMERGENCY LIGHTING UNITS ARE TO BE WIRED INTO THE NORMAL LIGHTING CIRCUIT AND ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILITY OR OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE, OR ANY MANUAL ACTS INCLUDING ACCIDENTAL OPENING OF SWITCH CONTROLLING NORMAL LIGHTING FACILITIES. • THE ELEVATION OF THE FLOOR SURFACES ON BOTH SIDES OF A DOOR SHALL NOT VARY BY MORE THAN 1/2". THE ELEVATION SHALL BE MAINTAINED ON BOTH SIDES OF THE DOORWAY FOR A DISTANCE NOT LESS THAN THE WIDTH OF THE WIDEST LEAF. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES IN EXCESS OF 1/4" SHALL BE BEVELED WITH A SLOPE OF NOT STEEPER THAN 1 IN 2. • A LATCH OR OTHER FASTENING DEVICE ON A DOOR ARE PROVIDED WITH A RELEASING DEVICE HAVING AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS. THE RELEASING MECHANISM FOR ANY LATCH SHALL BE NOT LESS THAN 34", AND NOT MORE THAN 48" ABOVE FINISH FLOOR. DOORS SHALL BE OPERABLE WITH NOT MORE THAN ONE RELEASING OPERATION. • ALL FIRE THRU PENETRATIONS & WALL TYPE ASSEMBLIES SHOWN ON THIS CONTRACT DOCUMENTS ARE BASED UPON MANUFACTURE'S PRODUCT SPECIFIC PROPERTIES & REQUIREMENTS AS SUBMITTED BY PRODUCT MANUFACTURE TO THE INDEPENDENT AGENCY FOR TESTING AS A COMPLETE ASSEMBLY. • AT THE ARCHITECT DISCRETION & WITH OWNER'S APPROVAL. G/C MAY SUBMIT DURING SHOP DRAWING REVIEW ALTERNATE MANUFACTURES FOR REVIEW. BURDEN OF PROOF SHALL REST ONLY ON THE G/C. ALTERNATE ASSEMBLIES SHALL BE SUBMITTED AS A COMPLETE PACKAGE, INCLUDING BUT NOT LIMITED ALL PRODUCT DATA SHEETS COVERING PROPOSED ASSEMBLY. BEARING UL ASSEMBLY REQUIREMENTS TO MEET OR EXCEED FIRE RATED CONDITIONS NOTED ON THE CONTRACT DOCUMENT & EXPLANATION AS TO WHIT SYSTEM NOTED ON CONSTRUCT DOCUMENTS IS BEING CHANGED. • SHOP DRAWINGS SHALL BE REVIEW FOR COMPLIANCE FOR COMPLETENESS PRIOR TO ISSUANCE FOR ARCHITECTS REVIEW. NOTES: NFPA: (PER TABLE 7.3.1.2) -OCCUPANT LOAD SHALL BE IN ACCORDANCE WITH CHAPTER 10 TABLE 1004.1.2 -ALL MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH CHAPTER 10 TRAVEL DISTANCE: SPACE REQ'D NFPA 101 PROVIDED FBC 1017.2 SHELL 100 200' 200' 71'-6" COMMON PATH: SPACE REQ'D FBC 106.2.1 NFPA 101 PROVIDED SHELL 100 75' 75' N/A DEAD-END: SPACE REQ'D FBC 1020.4 NFPA 101 PROVIDED SHELL 100 20' 20' N/A INTERIOR FINISHES: VERTICAL EXIT ACCESS, ENCLOSED SPACE EXITS AND CORRIDOR AND SPACES PASSAGEWAYS OTHER EXIT WAYS FBC TABLE NFPA 101 FBC TABLE NFPA 101 FBC TABLE NFPA 101 803.11 TBL. A10.2.2 803.11 TBL. A10.2.2 803.11 TBL. A10.2.2 SHELL 100 A A or B B A or B C A or B INTERIOR: -CLASS A INT. WALL AND CEILING FINISH FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450 -CLASS B INT. WALL AND CEILING FINISH FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 -CLASS C INT. WALL AND CEILING FINISH FLAME SPREAD 76-250; SMOKE DEVELOPED 0-450 Revisions: a Z 0U M Q o LLI LU � W Z �0 N LL a Q _j cn Z Q = U W = a W o �0 j2 Z 0 z > U) > o W Ill 3 N Z 0 r Q � J 000 EW MW� U <Z0 0 3 0 Iz V Q N a N�� _> >a>. a0 ad a U W N w N O IY Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: I I SHEET NAME 11 LIFE SAFETY PLAN BUILDING LIFE SAFETY PLAN SCALE: 3/16" = 1'-0" KEY PLAN NOT TO SCALE SHEET NUMBER LS PA X 2 3 Z Q 2 J W 6 7 C ELEVATION 1 4 4 A-5.0 A-4.1 A-5.1 70' 4" 8' 34'-2" 34'-1 " 4511 8 4511 8 T-1" 36'-T' 3'-6" 15'-11" T-6" 2'41 . ... I _ Noo I O - - - - - - - - - - - - - - - - - - - - - - -i - -- N el PE- _9 - 5'-1 " �N 0 N ANOPY iv 7 no Oki um UK No m m ME ME m m MEN m MEN ]ME ME m m will m m ME m m we ME m ]ME In =I.. 1 4 8 I I 7 *wn ilim-lo II ....= ! ! O.E. A-8.0 t8.0 REV REV 7 I 00 ! 0? I o II I 3 ! co I II ! ! 4 I 4 A-8.0 -8.13 SIM I"Ol '-1" 34'-2" 34'-1" Fh 1 M 1 c� I _ 2 01 c-IN r` 00 2 00 1 0 ZD 7 A O in MN I 5 4 I I I A-8.0 �8. 3 SIM I MI 1 1 � ih 1 1 2 I 7 I PROPOSED MEDICAL 5 1 oC> BUILDING �'I - �- r UNSPRINKLERED - o I 7,000 SQ. FT. 4 100 B - A-8.0 VON F.F.E.=�115.00 NEW SIM �. �� 1 I co - - - - - _ �; - - - - -- col ZIP- M - 1 1 1 _ 2 IN I I 5 3 A-8.0 Di T �j - .__ _� -_ 1 r 1 5 � I �N 4 4 A-8.0 A-8. SIM _ I 1 1 19 1 ! 2 I ti ! Inwi* 3 I C) r 0 I A-8.0VON I 7 �.. 1 A-8. Em mm rur M z=-ICV T SIN 1 � 1 _04 r - _.. ... _... -... .._. - _- - - _- ... ..... .. _ _ .. ..� - - - - - .. . ...... .-....... . .O ., I . - UI� V - . 11 T-1 " 1 " 1 1, •' 36'-8 3 -6 3 -6 1 " 1 2 -6 . 8 70 '.411 FLOOR PLAN LEGEND: 0 O MASONRY WALL DOOR TAG, SEE DOOR SCHEDULE (SHEET A-6.0) WINDOW TAG, SEE WINDOW SCHEDULE (SHEET A-6.0) KEYED NOTES: O ROOM TAG IDENTIFICATION ITEM # DESCRIPTION E 8" CMU WALL. REFER TO WALL SECTIONS ON SHEETS A-6.0 FOR REQUIREMENTS. ❑� 6"X6" STEEL COLUMN RE: STRUCTURAL DRAWINGS 5 METAL CANOPY OVERHANGING ABOVE STOREFRONT. BY SPECIALTY CONTRACTOR UNDER SEPARATE PERMIT. G.C. SHALL PROVIDE SIGNED & SEALED SHOP DWG'S AND CALCULATIONS BEFORE INSTALLATION. REF: ELEVATIONS FOR DETAILS ® ACCESS LADDER. RE: DETAIL 6/ A-8.0 1/2" ADA COMPLIANT THRESHOLD (MAX.) BELOW DOORS. © 4" LEADER & 4" EMERGENCY LEADER. ❑7 ALUMINUM & GLASS STOREFRONT. NOTES: G.C. SHALL PROVIDE RODENT -PROOFING AT SPACE TENANT IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 1201.1 LATEST EDITION 1. CHANGE OF ELEVATION AT ALL DOOR THRESHOLDS SHALL NOT EXCEED 1/2". 2. FIRE EXTINGUISHERS SHALL BE LOCATED AS INDICATED IN FLOOR LIFE SAFETY PLAN. 3. CONTRACTOR TO VERIFY EXACT MILLWORK SIZE WITH MANUFACTURER TO FIT IN SPACES PRIOR TO FABRICATION. SUBMIT SHOP DRAWINGS FOR REVIEW. - -- ...... _ NOTES: 1. CONTRACTOR/SUBCONTRACTOR SHALL INFORM ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK. 2. IF CONTRACTOR/SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR/SUBCONTRACTOR RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH FOUR COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL PRIOR TO PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR/SUBCONTRACTOR IS RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED CHANGES, PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR/SUBCONTRACTOR ARE ALSO RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN SAFE CONDITION. TERMITE PROTECTION NOTE (F.B.C. 1816): COMPLY WITH FBC SECTION 1816.1.7 ALL BUILDINGS SHALL HAVE RECONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." I I Revisions: I I Lr a Z0 Q O� M W W ° W W Z N U. o JLIJ Q W zU4 w > o �0 [L _� W W � 0w J ca Z Z W 0 � 3 U LL IL Z 01 °M J 000 � W M�- v QZo OW 30L V Q Ravi Wa >M. 2 > > IL 0.0 C W N N Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME 11 FLOOR PLAN SHEET NUMBER A-1.0 A-5.0 KEY PLAN. NOT TO SCALE REFLECTED CEILING PLAN SCALE: 3/16" = 1'-0" REFLECTED CEILING KEYED NOTES: ITEM # 1 OPEN TO ABOVE STRUCTURE. INTERIOR SPACE BUILD OUT BY FUTURE TENANT, UNDER SEPARATE PERMIT ❑2 EXTERIOR SCONCE LIGHT. RE: ELECTRICAL DWGS. ❑STEEL 3 GIRDLE. SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. ❑STEEL 4 JOIST. SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. 5❑ COMBO EMERGENCY/EXIT LIGHT WITH BATTERY BACK UP. SEE ELECTRICAL DRAWINGS. © EMERGENCY LIGHT WITH BATTERY BACK UP. SEE ELECTRICAL DRAWINGS. PREMANUFACTURED CANOPY. NOTES: • NO SLAB IN SPACE • SPACE IS UN INHABITABLE • FUTURE TENANT TO SUBMIT INDIVIDUAL LIFE SAFETY PLAN FOR SPACE THEY WILL BE OCCUPYING, UNDER SEPARATE PERMIT. Revisions: a Z Q M wo a V� Lp 10 W Z can LLfA a 0 J Q2 W zU <� = W o = �Q a W Uj °° W QW J �a Z 0 Z N U) Z � 040 act) r Q J QOp_ U QZo 0 0LL VQ �aU) NW_ > 2 :i a= a0 �a U W N W N 0 IL Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME 11 REFLECTED CEILING PLAN SHEET NUMBER A-ZO KEY PLAN NOT TO SCALE TOP OF PARAPET EL. +21'-1" TOP OF PARAPET EL. +23'-2" T M ELEVATION 4 A-4.1 TOP OF PARAPET 1 4AL TOP OF PARAPET EL. +21'-1" A-5.0 A-5.1 EL. +23'-2" iv 3 42'-11"' S 6 I 21'- 8" n z Q- ----- — —_—- --- — --- - -- — -- — ----- — -- W ---_ D 4 1/4:12 E TOP OF PARAPET 00 iD N 70'-4" dl 3 A-4.1 ELEVATION CANOPY TOP OF IPA TO� EL. +24-8" TOP OF EL. +24 a. co z U IIto] as] 2171 ROOF PLAN SCALE: 3/16" = V-0" ROOF PLAN LEGEND: MASONRY PARAPET I STUD FRAMING SYSTEM PARAPET I ROOFING NOTES 1. ALL WORK SHALL BE COORDINATED WITH ALL PERTAINING SUBCONTACTOR AND PLANS. ANY DISCREPANCIES SHALL BE NOTIFIED TO THE ARCHITECT IN WRITING, PRIOR TO STARTING WORK. 2. WALK PAD PATH TO AND AROUND UNITS AND ACCESS DOORS REQUIRED (30" MIN. WIDTH). MATERIAL TO BE COMPATIBLE WITH ROOFING SYSTEM USED AND ADHERED TO MEMBRANE. MUST EXTEND FROM LADDER TO AND AROUND ALL HVAC UNITS PADS SHALL BE 6 MIL. MIN. 3. CONDENSATION DRAINS TO BE PIPED ABOVE ROOF TO THE NEAREST DRAIN. BLOCKS REQUIRED TO ADEQUATELY SUPPORT LINES AND REQUIRED MEMBRANE PAD UNDER EACH. 4. ROOF TOP UNIT SIZE(S) & LOCATIONS ARE SHOWN FOR CONCEPT ONLY. RE: MECHANICAL DRAWINGS 5. RE: STRUCTURAL& WIND LOAD CALCS FOR REVIEW. 6. ALL ROOF EQUIPMENT UNITS SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ALL ROOF EDGES IN ALL DIRECTIONS. 7. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ROOF OPENING DIMENSIONS FOR ROOF TOP EQUIPMENTS WITH EQUIPMENT MANUFACTURER, STRUCTURAL AND MECHANICAL DRAWINGS, ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. NOTE: G.C. TO COORDINATE ALL ROOF EQUIPMENT PENETRATIONS WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS - SUBMIT TRUSS SHOP DRWGS FOR APPROVAL BEFORE FABRICATION. CALCULATIONS FOR PROJECTED ROOF AREA ROOF AREA = 6,727 SQUARE FEET ROOF PERIMETER = 412 LINEAR FEET X 5 FEET (AVERAGE ROOF HEIGHT) X 50% = 1, 030 SQUARE FEET OF VERTICAL ROOF AREA TOTAL ROOF AREA = ROOF AREA + ROOF PERIMETER = 7,139 SQUARE FEET RAINFALL IN INCHES PER HOUR = 4.5 (BASED ON THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE 1106.1) 4.5 INCHES RAINFALL PER HOUR = 0.0468 GPM PER 1 SQ. FT 7,139 SQUARE FOOT (TOTAL ROOF AREA) X 0.0468 = 334.1 GPM 334.1 GPM TOTAL / (3) DOWNSPOUT PROVIDED = 163 GPM PER DOWNSPOUT BASED TABLE 1106.2 PROVIDE (3) 4" DIAMETER LEADER @ 1/4" PER FOOT MIN. = 484 GPM ROOF PLAN KEYED NOTES ITEM # DESCRIPTION ROOFING SYSTEM JOHNS MANVILLE PVC SINGLE PLY MECHANIC AND FASTENED ROOF SYSTEM N.O.A. 17-0427.07 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION W/ MIN R=19 INSULATION VALUE. METAL CANOPY OVERHANGING ABOVE STOREFRONT. BY SPECIALTY CONTRACTOR UNDER SEPARATE PERMIT. G.C. SHALL PROVIDE SIGNED & SEALED SHOP DWG'S AND CALCULATIONS BEFORE INSTALLATION. REF: ELEVATIONS FOR DETAILS STUDS FRAMING SYSTEM AT THE HEIGHT OF PARAPET WITH SUPPORT ONLY IN THE EXTREME ® ROOF CAST IRON DRAIN & EMERGENCY DRAIN. SEE DETAIL 2 & 4/A-3.1 �5 PARAPET FLASHING. SEE DETAIL 1/A-3.1 © BASE FLASHING. SEE DETAIL 3/A-3.1 24"X30" ROOF ACCESS HATCH LADDER. RE: DETAIL 6/ A-8.0 ® ROOF TOP MECHANICAL UNIT. SEE MECHANICAL DRAWINGS. ❑g 4" VENT CENTER ROOF. SEE MECHANICAL DRAWINGS. I i I I 'ip 3 � yp�ry �U I T-� 88I1 ' i _ 11 SITEt „ 17 JIM 1 __ - fi ITTliTl1J I ,, IIill i '! I Revisions: I 3 T_ Z0 < 0� M Q U LU LLI W W Z �0 O il 0 2w Q2 z� a� W p = �0 a W j2 W �J OW oa Z Z > W N 0 Z 0 °a M �U J 000 0 QZ0 0EL V Q �_avi N _> >a>. 0.0 06a U W W N N a Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME ROOF PLAN SHEET NUMBER A-3.0 KEY PLAN JLK EN SECTIONS O.C. aSHING V2-500 O.C. rEN ERS ENLARGED VIEW OF NOTES: SNAP LOCK Y'1flT PARAPET FLASHING DETAIL SCALE: N.T.S. APPROVED WALL / SUBSTRATE ATTACH PER APPROVED DETAIL (SEE DETAIL P-FW-M1) JM PVC MEMBRANE ADHERED TO WALL WITH JM APPROVED MEMBRANE ADHESIVE (SEE DETAIL P-FW-M1) ' JM PVC MEMBRANE ADHESIVE I (FOR ADHERED SPECIFICATIONS ONLY) ' JM PVC MEMBRANE ADHERED OR MECHANICALLY FASTENED ' JM APPROVED FASTENER AND PLATE 12" (304 mm) MAX. PENETRATION DEPENDANT ON DECK MATERIAL(S). ' SEE SPECIFICATIONS FOR FURTHER INFORMATION ' 1 1/2" (38 mm) MIN. WELD ' (CONTINUOUS) 8" (203 mm) MAXIMUM a as APPROVED DECK BASE FLASHING DETAIL SCALE: N.T.S. STRAINER CLAMP RING JM PVC FIELD MEMBRANE ADHERED INTO DRAIN BOWL JM PVC MEMBRANE ADHESIVE (FOR ADHERED SPECIFICATIONS ONLY) JM PVC MEMBRANE ADHERED OR MECHANICALLY FASTENED INSULATION TAPERED TO DRAIN r -� 1/2" (13 mm) MIN. ... JM INSULATION / COVER BOARD TAPERED DRAIN JM SINGLE PLY SEALING MASTIC APPROVED DECK CUT HOLE THROUGH MEMBRANE AT LEAST THE —SAME DIAMETER AS THE ROOF DRAIN PIPE VENTSTACK GALVANIZED METAL ROOFJACK ROUND CORNERS — OFROOF JACK / WOOD BLOCKING -*� FLUSH W/INSULATION CLEAN OUT EXISTING DRAIN PIPE AND LEADER AS REQUIRED ROOF CAST IRON DRAIN '& EMERGENCY DRAIN DETAIL SCALE :N.T.S. — APPROPRIATE CAULK — GALV. STORM COLLAR WITH DRAWBAND AND SCREWS PLACED DIRECTLY ABOVE THE TOP OF FLASHING. — JM SINGLE PLY LVOC CAULK S" MIN. FLASHING — S.S. CLAMP AND SCREW j1 — WRAP AROUND JACK, WITH BOTTOM 2" FOLDED UP, SIMULTANEOUSLY HEAT, STRETCH & WELD TO FIELD MEMBRANE AT BASE AROUND PIPE TO FORM 2" TURN -OUT FROM VERTICAL JACK. AFTER SHAPING, ADHERE TO THE JACK. _. u ,off VENT STACK DETAIL SCALE: N.T.S. 60 MIL PVC MEMBRANE ROOF SYSTEM -MOBILIZED PROJECT IN A SAFE AND PROFESSIONAL MANNER. -ROOFING SYSTEM JOHNS MANVILLE PVC SINGLE PLY MECHANIC AND FASTENED ROOF SYSTEM N.O.A. 17-0427.07 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION W/ MIN R=19 INSULATION VALUE. -PROVIDE TWENTY YEAR NDL WARRANTY. -PROVIDE TWO (2) YEAR WORKMANSHIP WARRANTY, INCLUDING ONE (1) ROOF INSPECTION. EQUIPMENT FLASHING BY OTHERS (MAY INCLUDE HVAC EQUIPMENT, SKYLIGHTS, ROOF HATCHES, ETC. PREFABRICATED METAL CURB 2 X 4 WOOD NAILER FASTENERS AT 6" (152 mm) O.C. MAX. APPROPRIATE GROMMETED FASTENERS THROUGH COUNTER FLASHING APPROXIMATELY 12" (304 mm) O.C. HAPPROVED O Z Lu / I ' COUNTERFLASHING SKIRT SUBSTRATE JM PVC MEMBRANE ADHERED TO WALL WITH JM APPROVED MEMBRANE ADHESIVE (SEE DETAIL P-FW-M1) Z � ' JM PVC MEMBRANE ADHESIVE (FOR ADHERED SPECIFICATIONS ONLY) E ' N JM PVC MEMBRANE ' ADHERED OR c ' MECHANICALLY FASTENDED ' JM APPROVED FASTENER AND PLATE 12" (304 mm) O.C. MAX. - PENETRATION DEPENDAN- T ON DECK MATERIAL(S). SEE SPECIFICATIONS ' FOR FURTHER INFORMATION ' 1 112" (38 mm) MIN. WELD ' (CONTINUOUS) NOTES: 5 JM INSULATION / COVER BOARD 3" TO 8" (76 mm TO 203 mm MAX. I APPROVED DECK RTU CURB DETAIL SCALE: N.T.S. Revisions: I I D Z0 M w VW (� W W W Z fALL w o LW z U W Q W = a W m o �0 Uj W 0 a(L Z W 0 Q C Z 01 aM J UjLL 000 0� V QZ0 �0L U 0a( U) 2 2> >a a0 ca U W N N W 0 Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: 11 SHEET NAME 11 ROOF DETAILS SHEET NUMBER A-3.1 ELEVATION KEY NOTES: ITEM # DESCRIPTION ALUMINUM & GLASS STOREFRONT - COLOR: WHITE ELEVATION LEGEND: ® PREMANUFACTURED CANOPY 3 COATS SMOOTH STUCCO O/ FURRING WITH Y2" SCORE LINES AS SHOWN. 01 DOOR TAG (SEE A-6.0 FOR DOOR SCHEDULE) (UNDER SEPARATE PERMIT) ❑9 1 %2" SCORE LINE ❑3 OUTRIGGERS BY PREMANUFACTURED CANOPY MANUFACTURER 0 WINDOW TAG (SEE A-6.0 FOR WINDOW 10 ALIGN %2" SCORE LINE @ TOP OF DOOR FRAME SCHEDULE) (UNDER SEPARATE PERMIT) ® SHEET METAL COPING, COLOR TO MATCH ADJACENT STUCCO. 101 KEYNOTE TAG ❑5 2 COATS SMOOTH STUCCO ON CMU WITH SCORE LINES AS SHOWN SIGNAGE UNDER SEPARATE PERMIT. NOTE: ALL SURFACES TO RECEIVE (1) COAT PRIMER, (2) COATS PAINT. U.N.O. �7 3 COATS STUCCO O/ FURRING WITH %4` SCORE LINES @ 9" O.C. NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC AND FLORIDA NFPA CODE AND STANDARDS. =. - - _ �illlllllllllllllllllllllllllllllllllllll � � mm�'m�y � ��� � �� � IU I NHH r r )= �,}°i+, it li..l�lll - I,_ _ �• Ell 44 o lflllll-��1111111J ;I r II' III I! I �I I SITE 1 Illillll �� o r/' 1 _ p- ✓ ., y��<„✓/�/�, j;� � yam'.-� I I�"I I a! , �k yll '.' -- 7 } ---nTmTFFFL !Twirl KEY PLAN NOT TO SCALE Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: T. 0. PARAPET Ij EL. (+) 23'-2" T. 0. PARAPET 71 EL. (+) 21'-1" T. 0. FINISH FLOOR EL. (+/-) 0'-0" 7 A■IR 6� T. 0. PARAPET EL. (+) 24'-8" �. T T-7— 4 \ — — — — — — — — — — — — — —— T. 0. PARAPET ------------ ---- -- EL. (+) 23'-2" T. 0. PARAPET EL. (+) 21'-1" B. O.FEATURE ----------------------- -- EL. (+) 14'-6" B. 0. CANOPY EL. (+) I U-0" T. 0. STOREFRONT EL. (+) 10'-0" 2 1/8 0 4 5 2 1/8"' - _...._ —_`_ 0. CANOPY B. oo f i �� ��EL. (+) 10'-0„ T. 0. STOREFRONT OgL 1.1 71 14 T. O. SCORELINE ----------------------- [ EL. - T. 0. FINISH FLOOR i SOUTH BUILDING ELEVATION SCALE: 3/16" = T-0" -------------- 5 _J2 1 /8" 4 9111p 7 ---------------- T. 0. PARAPET OL EL. (+) 23'-2" T. 0. PARAPET OL EL. (+) 21'-1" Revisions: 110.30.20 ISSUED FOR BID I a z 0 w M U W W W W Z �LL O o J LW z Q W p = �0 a W °° OW J °a Z 3 Z i W w o 0 3 — --- - _.._ T. 0. SCORELINE 1 1/8 EL 7 T. O. FINISH FLOOR - 21/8" - O 1 ti i T. O. FINISH FLOOR EL. (+/-) 0'-0" I { io 1 - - EL. (+/-) 0'-0" 0 0 �QQ 8 a J 00 � W M�- NORTH BUILDING ELEVATION v QZ0 4 SCALE: 3/16" = 1'-0" U. VQ �aN 2> >a� a0 �a 0 W LU N w N 0 n. ELEVATION KEY NOTES: ITEM # DESCRIPTION ALUMINUM & GLASS STOREFRONT - COLOR: WHITE ELEVATION LEGEND: 2❑ PREMANUFACTURED CANOPY ® 3 COATS SMOOTH STUCCO 0/ FURRING WITH %2" SCORE LINES AS SHOWN. � DOOR TAG (SEE A-6.0 FOR DOOR SCHEDULE) (UNDER SEPARATE PERMIT) 1 %2' SCORE LINE 3] OUTRIGGERS BY PREMANUFACTURED CANOPY MANUFACTURER CD WINDOW TAG (SEE A-6.0 FOR WINDOW 10 ALIGN %2" SCORE LINE @ TOP OF DOOR FRAME SCHEDULE) (UNDER SEPARATE PERMIT) ® SHEET METAL COPING, COLOR TO MATCH ADJACENT STUCCO. ❑0 KEYNOTE TAG ❑5 2 COATS SMOOTH STUCCO ON CMU WITH SCORE LINES AS SHOWN © SIGNAGE UNDER SEPARATE PERMIT. NOTE: ALL SURFACES TO RECEIVE (1) COAT PRIMER, (2) COATS PAINT. U.N.O. ❑7 3 COATS STUCCO 0/ FURRING WITH %4" SCORE LINES @ 911 O.C. NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC AND FLORIDA NFPA CODE AND STANDARDS. 'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ..... - ' _ — � � � \ ` , � immiRmo ! I 17 SITE T) �s tl� 4i \�.�•� ;,III P" � `�,>.0 ::2;:� >\: `�' ''� j III _m ?m� rTTT'_ KEY PLAN NOT TO SCALE Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: 11 SHEET NAME 11 BUILDING ELEVATION SHEET NUMBER A-4.1 BUILDING EAST ELEVATION SCALE: 3/16" = 1'-0" BUILDING WEST ELEVATION SCALE: 3/16" = 1'-0" BUILDING NORTH ELEVATION SCALE: 3/16" = 1'-0" BUILDING SOUTH ELEVATION MATERIAL SCHEDULE & NOTES: i COLORS BY SHERWIN WILLIAMS i21 ITEM # DESCRIPTION COLOR SW 7757 COLOR ON STUCCO FINISH HIGH REFLECTIVE WHITE SW 7652 COLOR ON STUCCO FINISH � Milo; MINERAL DEPOSIT SW 7081 COLOR ON STUCCO FINISH SENSUOUS GRAY ® SCORE LINE. SEE ELEVATIONS FOR TYPE (A-4.0 & A-4.1) ANODIZED ALUMINUM DOOR. REFER TO WINDOW AND DOOR SCHEDULE. ANODIZED ALUMINUM STOREFRONT. © REFER TO WINDOW AND DOOR SCHEDULE. HM DOOR FOR PAINT. - - 1 FTTT, --[TT - +t �4t ........ KEY PLAN NOT TO SCALE Revisions: a r, 0 Z 0 � ^M W o 'a = W W W Z 0 0 00 Q2 W N� ZV Q� W w p = �0 a W j2 m \ W 0w J °4 ga. a. Z > W W W 0 Nr Z 0 Q "' r Q �J Mpg au D v � ''oo Q Z J =ate VQ N �a 2 > :i E. �0 Ca U W N N W 0 Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: 11 SHEET NAME 11 BUILDING CdII�IP ELEVATIONS SHEET NUMBER A-4.2 SCALE: 3/16" = 1'-0" 1 T. O. PARAPET — EL. (+) 21'-1" 9 2 1 T. 0. FINISH FLOOR EL. (+/-) 0'-0" y fto on WN No am* .11 0 T. 0. PARAPET EL. (+) 21'-1" JOIST BEARING EL. (+) 18'-0" JIV o B. 0. CANOPY - --— EL. (+) 10'-0" / 7 5 11 5 71 16 11 _ 11 BUILDING SECTION SCALE: 3/16" = 1'-0" 11 16 7 1/4:12 SLOPE > 5 BUILDING SECTION SCALE: 3/16" = 1'-0" 5 11 1 2 5 K T. 0. PARAPET EL. (+) 21'-1" JOIST BEARING ------- EL. (+) 16'-6" 11 10 SECTION KEY NOTES: ITEM # DESCRIPTION 60 MIL PVC MEMBRANE ROOF ON INSULATION ON STEEL DECK. SEE A-2.0 & A-2.1 SECTION LEGEND: ® EXPOSED UNDERSLAB GRADE @ - 4" APPROXIMATELY. 2❑ 8" CMU WALL. SEE A-1.0 & STRUCTURAL DRAWINGS. 1-01 KEYNOTE TAG 9� 3 COATS STUCCO OVER SHEATHING & FURRING O/ CMU WALL. ❑3 ALUMINUM & GLASS STOREFRONT. SEE A-3.0, A-3.1 & A-6.0 10 2 COATS STUCCO ON CMU WALL. ® PREMANUFACTURED CANOPY. 11 CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS. F5 STEEL COLUMN. SEE STRUCTURAL DRAWINGS. © 24" OPEN WEB STEEL JOIST. SEE STRUCTURAL DRAWINGS. 8" STEEL BEAM. SEE STRUCTURAL DRAWINGS. NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC AND FLORIDA NFPA CODE AND STANDARDS. T. O. PARAPET -- EL. (+) 21'-1" 10 T. 0. FINISH FLOOR EL. (+/-) 0'-0" 1 11 I I Revisions: I I a ZO M U_ w W Q LU �0 W WZ �_ I� IL 0 W 2 Q LLI z a U = a 0 W U W �J 0W °a Z 0 o Z > W N U Z 0 °a M �-� 000 LLI �v QZ0 0 �0[jL U Q °� vi oca 2 > 0 CL a0 ca W W N N Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: I I SHEET NAME 11 BUILDING SECTIONS SHEET NUMBER A-5.O T. O. PARAPET EL. (+) 21'-1" JOIST BEARING Y EL. (+) 18'-0"------- 0 2 1 L 7 1/4:12 SLOPE 7/ 2 T. O. PARAPET _.._ ._. _............ _._ _. EL. (+) 21'-1 T. O. FINISH FLOOR j C I, I L-- > n iI. - - n „ BUILDING SECTION 3 SCALE: 3/16" = 1'-0" T. O. PARAPET EL. (+) 21'-1" JOIST BRACING EL. (+) 16'-6" 9 T. O. PARAPET T ol EL. (+) 21'-11 "' Revisions: a Z0 Cl) n W V W O W W Z NLL 0 W ZV W Q W =a Wm 0 Z 0 Z N 0 T. O. FINISH FLOOR Z '1 � 11 �J 11 m 11 =II!®3 11 11 �'II� _ -1l 11 11 aJ4 11 W MSG 0 B BUILDING SECTION VQ �a �av� 2 � 4 SCALE: 3/16" = 1'-0" a 0 WN Uj w N n 0 a SECTION KEY NOTES: ITEM # DESCRIPTION ❑1 60 MIL PVC MEMBRANE ROOF ON INSULATION ON STEEL DECK. SEE A-2.0 & A-2.1 SECTION LEGEND: ® EXPOSED UNDERSLAB GRADE @ - 4" APPROXIMATELY. 2❑ 8" CMU WALL. SEE A-1.0 &STRUCTURAL DRAWINGS. �0 KEYNOTE TAG �9 3 COATS STUCCO OVER SHEATHING & FURRING 0/ CMU WALL. ❑3 ALUMINUM & GLASS STOREFRONT. SEE A-3.0, A-3.1 & A-6.0 10 2 COATS STUCCO ON CMU WALL. ® PREMANUFACTURED CANOPY. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS. 11 05 STEEL COLUMN. SEE STRUCTURAL DRAWINGS. © 24" OPEN WEB STEEL JOIST. SEE STRUCTURAL DRAWINGS. 8" STEEL BEAM. SEE STRUCTURAL DRAWINGS. NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC AND FLORIDA NFPA CODE AND STANDARDS. Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: I I SHEET NAME 11 BUILDING SECTIONS SHEET NUMBER A-5.1 SEE STRUCT. DWGS. + 20'-10" L�_ TOP OF PARAPET. SEE STRUCT. DWGS. 24 151 26 + 0'-01, F.F. — -- 23 141 27 151 1161 117 13 27 SECTION KEY NOTES ITEM # DESCRIPTION ❑1 8" CMU PARAPET, 3 COAT SMOOTH STUCCO PAINTED. 12" CMU WALL BEYOND, 5/8" SMOOTH STUCCO W/ 1" SCORE LINE & PAINTED. 2 SEE ELEVATIONS 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT �3 PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ON 3.5" 16 GA. STUD FRAMING SPACED @ 16" O.C. G.C. SHALL PROVIDE CONTROL JOINTS @ EVERY 10'-0" O.C. UNLESS OTHERWISE SPECIFIED IN EXTERIOR ELEVATIONS. PAINT FINISH TO BE SELECTED BY ARCHITECT/OWNER. SEE SECTION 3/A-8.0 �4 REINFORCED CMU WALL. SEE STRUCTURAL DRAWINGS. 2 COATS STUCCO 0/ CMU WALL WITH SCORE LINES AS SHOWN ON ELEVATION. 6] REINFORCED CONCRETE BEAM. RE: STRUCTURE. METAL COPING SECURELY ATTACHED TO P.T. WOOD NAILER. ❑CONTINUOUS 7 COLOR MATCH ADJACENT WALL FINISH. ❑8 CONCRETE FOOTING, RE: STRUCTURE. 1-91 CONTINUOUS 1/2" EXPANSION FIBER, TYP. 6 MIL. VISQUEEN STEGO WRAP POLYETHYLENE OVER WELL COMPACTED FILL. 1-0 SEE STRUCTURAL DRAWINGS, TYP. 11 NOT USED. 12 NOT USED. 13 STEEL JOISTS. RE: SEE STRUCTURE DWG'S. 14 NOT USED. 15 METAL DECK. ,RE: STRUCTURE. 16 ROOF INSULATION. SEE ROOF PLAN & ROOF DETAILS. 17 USE THE ROOF SYSTEM NOTED ON THE ROOF PLAN. TRUELITE ALUMINUM AND GLASS STOREFRONT & ALUMINUM DOORS, 18 COLOR: MATCH SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE. REFER TO WINDOW AND DOOR SCHEDULE. 19 PARAPET BEYOND. CONTINUOUS 4" ENERGY GUARD CANT STRIP SET IN BITUMEN AS MANUFACTURED 20 BY JOHN MANSVILLE 21 ROOF FLASHING. 22 NOT USED. 23 NOT USED. — 3 COATS STUCCO 0/ PAPER BACKED METAL LATH 0/ 1 LAYER NO. 15 PAPER 24]BACKED 0/ SHEATHING 0/ FRAMING 0/ CMU WALL WITH SCOPE LINES AS SHOWN ON THE ELEVATIONS. 25 EXPOSED GRADE SPACE SPECIFIC REQUIREMENTS PER LANDLORD / TENANT WORK LETTER AGREEMENT REFER TO GENERAL NOTES ITEMS 54/ 55/ 56 ON SHEET A-0.1 FOR REQUIREMENTS. CONCRETE SIDEWALK SLAB/BRUSH FINISH WITH TOOLED JOINTS AT 5'-0" MAX ON 26 95% COMPACTED GRANULAR FILL.MAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. REFER TO CIVIL DRAWINGS. 27 EXPOSED STRUCTURE 28 PREMANUFACTURED CANOPY OVERHANGING ABOVE STOREFRONT. REF: ELEVATIONS FOR DETAILS 29 PROPOSED FINISH FLOOR BY OTHERS. 30 LIQUID APPLIED FLASHING. I I Revisions: I I a Z 0 M Q� �o U W W W N LL w o J �W Q2 .0 Q9 W p = �0 a W °° \ W 0W J �a �(L Z Z W Q U W 0 It n Z 0� QM r Q �v 000 0 az0 0LL VQ vi a 2�J U) 2> a 0 >a� as W N w N Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME WALL SECTIONS SHEET NUMBER A-6.0 DWALL SECTION SCALE: 3/4" = V-0" WALL SECTION SCALE: 3/4" = 1'-0" WALL SECTION 3 SCALE: 3/4" = 1'-0" F.F. STOREFRONT TYPES SCALE: 1/4" = 1'-0" STOREFRONT SCHEDULE: 2" 2" Oil col' Imo'' DF450-9 �100 - N Z 4510 N 26014 Obo LOCATION TYPES + DIMENSIONS MATERIAL FINISH REMARKS MARK QTY. ROOM NAME WINDOW SIZE WINDOW SIZE WINDOW FRAME O 6 PROPOSED 100 FIXED 16'-0" x 10'-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS KAWNEER TRIFAB 450 FL APPROVAL 7237.1 OR EQUAL RETAIL 7757 HIGH REFLECTIVE WHITE O 1 PROPOSED 100 FIXED 16'-0" x 10'-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS KAWNEER TRIFAB 450 FL APPROVAL 7237.1 OR EQUAL RETAIL 7757 HIGH REFLECTIVE WHITE -_-3 --__ GLAZING NOTES: \ 1. GLAZING SHALL COMPLY WITH THE PRODUCT APPROVALS OF THE DOOR AND STOREFRONT SYSTEM. \ / C)I / 2. DOOR AND STOREFRONT GLAZING SHALL BE CAT II SAFETY GLAZING AS m REQUIRED BY2406.2 (1), F.B.C. 2017. \ \ 3. ALL GLAZING SHALL BE LOW E. \ — 4. PROVIDE INSULATED GLAZING WITH THE FOLLOWING CHARACTERISTICS: TYPE A TYPE D SOLAR HEAT GAIN COEFFICIENT SHALL BE 37-39, VLT 68% TO 70%, OO SUMMER DAY U VALUE 0.29. 2 DOOR TYPES SCALE: 1 /4" =1'-0" DOOR SCHEDULE: LOCATION TYPES + DIMENSIONS MATERIAL TYPE REMARKS DOOR DOOR FIRE HARDWARE No. # QTY. TYPE ROOM NAME DOOR SIZE TYPE DOOR FRAME RATING/LAB SET CLOSURE THRESHOLD O 1 A PROPOSED RETAIL 100 (2) 3'-0" x 6'-10" SWING GLASS ALUM. 1 YES COLOR TO MATCH SHERWIN WILLIAMS 7757 HIGH (ENTRANCE) REFLECTIVE WHITE O 2 B PROPOSED RETAIL 10D 3'-0" x 6-10" SWING HM HM 2 YES PRIME FOR PAINT DOOR NOTES: HARDWARE SET 1 HARDWARE SET 2 (ALL PRODUCTS OR EQUAL) • 1 EXIT DEVICE: VON DUPRIN 9947 SURFACE MOUNTED • 1 LATCHSET, HAGER 3400 SERIES, ANSI FUNCTION F86, WITH 1. DOOR AND FRAMES SHOP DRAWING NOTE: PANIC HARDWARE LEVER W/ 6 PIN CYLINDER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW • LOCK 7 PIN BEST ACCEPTABLE CYLINDER AND APPROVAL BY ARCHITECT AND BUILDING DEPARTMENT PRIOR TO EXTERIOR CYLINDER TO HAVE A CYLINDER GUARD 1 - PAIR BUTTS, 4 2 X 41", HAGER BB1191 5 KNUCKLE MAJOR MANUFACTURING MODEL # CGL26D BEGINNING FABRICATION AND/OR INSTALLATION OF DOOR AND DOOR INTERIOR CYLINDER TO HAVE A TEE TURN FRAMES. (TYPICAL) (1) CONTINUOS GEAR HINGE . 1 BUMPER THRESHOLD, HAGER 478S 2. DESIGN WIND LOAD AS PER STRUCT. DWG.'S (1) THRESHOLD BY MANUFACTURER • 1 SET WEATHERSTRIPPING, HAGER 719 3. COLOR AND FINISH OF DOORS SHALL MATCH STOREFRONT. (1) DOOR BOTTOM SWEEP ASSEMBLY BY MANUF. 4. ALL PANIC HARDWARE SHALL COMPLY WITH NFPA 101: 7.2.1.7 • THRESHOLD 5" MILL FINISH PEMKO #255A- ADA COMPLIANT 5. BEST 7-PIN CONST. CORES ON ALL LOCKING DOORS WITH CONTROL KEY • CLOSER NORTON #8501-H CLOSURES • PULL- HAGER PULL #11 E,32D OR EQUAL AND OPERATING KEYS PUSH- HAGER PUSH # 805, 32D OR EQUAL • WEATHER- STRIPPING - BY MANUF. jDOOR HEADER DETAIL SCALE: 3" = 1'-0" DF450-8 0 r TRAMmMJAI.IBLM1f�Mso&IIE RC-1 CG450-5 DF450-8 STI E OPTION 4510 AF VARIES 2603 RG- � 2soo� CG450S 0 6„ III I DOOR OPENING iT_ 2' W3DOOR SECTION DETAIL SCALE: 3 = 1'-0" DOOR BOTTOM JAMB DETAIL 2 4 SCALE: 3 = 1'-0" RAIL D ETAI L SCALE: 3" = 1'-0" 2 COATS STUCCO FINISH 8" C.M.U. WALL AND JAMB SEE STRUCT, DWGS 1 /4" TOOLED DRIP SEALANT/ — BACKER ROD ALUM. DOOR FRAME - SECURE PER MANUF. 1 /4" X PT. WD. BLOG 7," d. a d ' • d a d �p d �a d, d �1 .. dC d 0 W N LU W a W 0 0 W Z TYPICAL DOOR HEAD DETAIL SCALE: 3 = 1'-0" NEW DOOR PER SCHED. — 2 COATS STUCCO FINISH 8" C.M.U. WALL AND JAMB SEE STRUCT. DWGS SEALANT AND BACKER ROD ALUM. DOOR FRAME - SECURE PER MANUF. 1 /4" X PT. WD. BLOCKING TYPICAL DOOR JAMB DETAIL SCALE: 3" = 1'-0" Revisions: Z0 M w VW (' w a Fo W WZ NLL CL 0 �W �U Q� a� W =a Wm o �p U J Z pW Z > w 0 W W Z 041 J QM r Q EW 000 Q 0 0C Z 0 30� U< Ravi _> LLJ_ 0a 0.0 0a U W N N W Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: I I SHEET NAME 11 DOOR & WINDOW SCHEDULE SHEET NUMBER A-7.0 NEOPRENE GASKET GASKET (ALL AROUND COVER) SLAM LATCH INSIDE & OUTSIDE HANDLES EXT. INT. W/ PADLOCK HASPS I COVER WALL BEYOND n COVER LINER 8"W X 8"D DOOR IN PLACE 1" THICK FIBERGLASS COVER INSULATION PINTLE HINGE LIFTING MECHANISM W/ REINFORCED COMPOSITE TUBES AND ELECTROCOATED COMPRESSION SPRINGS 1" RIGID FIBERBOARD INSULATION 1 /2"X2 1 /2" PL SIDE RAIL 3/4" DIA STL. ROD RUNES @ 12" O.C. 1/4"X3" BENT PLATE W/ 5/8 @ 48" O.C. Mj ARM GUIDE Apo BRACKET RED VINYL GRIP HOLD OPEN ARM W/ NYLON ROLLER LOCK STRIKE & PADLOCK HASP PROVIDE OSHA COMPLAINT LADDER POST; ACTIVAR LP4 OR EQUAL FRAME W/ CAPFLASHING (CORNERS FULL WELDED) ROOF DECK RE: ROOF PLAN FOR ELEVATIONS �I 0 M FUTURE FINISH FLOOR EL: t 0'-0" T-1" OVER ALL 2'-6" FRAME OPENING LENGTH NOTES: 1. G.C. SHALL PROVIDE SIGNED & SEALED SHOP DWG'S BEFORE INSTALLATION. 2. STEEL LADDER SHALL BE GALVANIZED FINISH. 3. ALL JOINTS ON LADDER TO BE Y8" CONT. FILLET WELDED. EXPANTION JOINT /_ EXTERIOR SIDE WALK. REFER TO CIVIL DWG'S. 8" HOOK INTO FOOTING - FOOTING REFER TO _- STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMAT16N SILL W/ (1) # 5 CONT. 3 COATS STUCCO 0/ PAPER BACKED METAL LATH 0/ 1 LAYER NO. 15 FUTURE INTERIOR SLAB ASPHALT FELT 0/ 8" SHEATHING 0/ 25 GA-GALV 3 %%" MLT STUDS @ 16" CONT. SEALANT & O.C.CONT. CONT. SEALANT & SEALANT & - TO OF SLAB BACKER ROD BACKER ROD BACKER ROD ALUMINUM & GLASS EXTERIOR �v FALUMINUM & GLASS ALUMINUM & GLASS STOREFRONT ----..__.... _. -_---- r STOREFRONT STOREFRONT--\ IT i4' SHIM 8" CMU 8" CMU INTERIOR FLUID APPLIED FLASHING - TO OF FOOTING OgL COMPLYING W/ AAMA 714. TYP. -- SEE STRUCTURAL @ ALL MASONRY OPENINGS - DWG'S OMPACTED FILL MIN. 95% DENSITY 4' SHIM 4' SHIM-/ FLUID APPLIED FLASHING COMPLYING W/ AAMA 714. TYP. @ ALL MASONRY OPENINGS CONT. SEALANT & 2 COATS STUCCO BACKER ROD 0/ 8" CMU ALUMINUM & GLASS EXTERIOR [-STOREFRONT INTERIOR SLAB DETAIL @ DOORS & PILASTER DETAIL DETAIL 3 SCALE: 1 1/2" = 1'-0" STOREFRONT OPENINGS (A)SCALE: %4' =1'-0" (�)PILASTER SCALE: %"=1'-0" ALUMINUM & GLASS STOREFRONT) CONT. -SEALANT & BACKER ROD ALUMINUM & GLASS FLUID APPLIED FLASHING _- - - -_ 8" CMU STOREFRONT COMPLYING W/ AAMA 714. g° CMU - - - - - TYP. @ ALL MASONRY 4' SHIM 4' SHIM OPENINGS I_ _9777 Q _ W c7 i i ?D POSI-FLASH ° in > °' I i I FLASHING SYSTEM g- 0 a in fl T-6" CONT. T-6" 2'-6" 8" 0 � � � � 2 COATS STUCCO BACKER ROD 0/ 8" CMU 3 COATS STUCCO 0/ PAPER BACKED 3 COATS STUCCO 0/ PAPER BACKED FL L DD R I/ oo - - - I METAL LATH 0/ 1 LAYER NO. 15 METAL LATH 0/ 1 LAYER NO. 15 ASPHALT FELT 0/ %%" SHEATHING 0/ ASPHALT FELT 0/ 5%" SHEATHING 0/ - - - - - - __BILCO TYPE S 25 GA-GALV 1 %" MLT STUDS @ 16" 25 GA-GALV 1 5%" MLT STUDS @ 16" 6" ROOF SCUTTLE OR EQUAL O.C. O.C. PLAN ELEVATION 2 COATS STUCCO 0/ 8" CMU 8" CMU INTERIOR co \ T-1 " EX' 3 COATS STUCCO 0/ PAPER BACKED METAL LATH 0/ 1 LAYER NO. 15 ASPHALT FELT 0/ %" SHEATHING 0/ 25 GA-GALV 1 %" MLT STUDS @ 16" O.C. SHIM 0/ 8" CMU ROOF LADDER DETAIL PILASTER DETAIL PILASTER DETAIL 6 SCALE: 3/4" = V-0" SCALE: %4'=1'-0" U SCALE: %4'= 1'-0" 2 COATS STUCCO 4" 25 GALVANIZED FLASHING LAPPED UNDER STUCCO & OVER CANOPY FLANGE FULL LENGTH OF CANOPY. PREMANUFACTURED CANOPY CMU WALL CONCRETE LINTEL i i LIQUID APPLIED FLASHING i i I® STOREFRONT I I Revisions: —I I a D ZO w M Q LLl � W Z w0 fA a o J LU z Q = U W = a W 0 J _1 2 < ZI- Z i 3 0 W w V♦ Z � 0 J a "' a E Uj 000 M V aZ0 0 30� V Q N oca 0.0 �a U W N N w 0 IL Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME DETAILS CANOPY / WALL DETAIL SCALE: 1 1 /2" = 1'-0" T USED Or NOT�US�ED (i�SCALE: NOT USED 1 SCALE: USED grT SHEET NUMBER A-8.0 STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA G-10 GENERAL CONTRACTOR SHALL COORDINATE THE STRUCTURAL RC-14 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S OVER REINFORCING, M-16 CMU CELLS INDICATED IN PLAN OR NOTES AS FILLED CELLS SHALL BE COLD FORMED STEEL (METAL STUDS OR TRUSSES) DEFINITIONS OF ABBREVIATIONS DRAWINGS WITH ALL OTHER DISCIPLINES. WHERE THERE ARE GROUTED SOLID WITH 3000 psi CONCRETE GROUT (8" TO 10" SLUMP). D-1 CODES: FLORIDA BUILDING CODE 2020, 7TH EDITION CONFLICTS IN INFORMATION PRESENTED IN THE DRAWINGS OR IF THE B.O. FOOTINGS & UNFORMED EDGES- 3" CLR. MS-1 ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE DRAWINGS ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT MAY BEAMS &COLUMNS (TIES)- 1 1/2' CUR. M-17 SUBMIT REBAR PLACING SHOP DRAWINGS FOR REVIEW, ALSO INCLUDE TYPE, SIZE, GAUGE AND SPACING AS SHOWN ON THE DRAWINGS OR A.B. ANCHOR BOLT MISC. MISCELLANEOUS D 2 DESIGN LOADS: INHIBIT THE CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH SLABS (TOP & BOT.-STEEL) LOCATION OF MASONRY CONTROL JOINTS. TABLES. ABV. ABOVE MPH MILES PER HOUR LIVE LOAD ROOF: 20 PSF. CONFLICTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S INTERIOR- 3/4" CLR. ACI AMERICAN CONCRETE MTL METAL ATTEN ITON PRIOR TO BIDDING AND THE NECESSARY ADJUSTMENTS EXTERIOR- 1 1/2" CLR. " M-18 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE MS-2 ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL BE DESIGNED IN INSTITUTE NO. NUMBER D- - 3 ULTIMATE DESIGN WIND SPEED V ult 137 MPH, 3-SEC. GUST SHALL BE MADE PER THEIR INSTRUCTIONS, CONC. WALLS- AS NOTED (1 1/2 CLR. MIN.) FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615, GRADE ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE ARCH. ARCHED OR ARCHITECT NOMINAL DESIGN WIND SPEED V asd = 107 MPH, 3-SEC. GUST 60, WITH MINIMUM YIELD STRENGTH = 60,000psL WHERE WELDING SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STRUCTURAL STEEL ASTM AMERICAN SOCIETY OF NS.&FS. NEAR SIDE AND FAR SIDE RISK CATEGORY II G-11 ONLY WRITTEN .; HANGES APPROVED BY THE ARCHITECT AND ENGINEER RC-15 SHOP DRAWINGS FOR PLACEMENT SHALL BE SUBMITTED FOR REVIEW REQUIRED ASTM A706, GRADE 60 MEMBERS, LATEST EDITION. TESTING AND MATERIALS N.T.S. NOT TO SCALE EXPOSURE C SHALL BE PERMITTED. PRIOR TO REBAR FABRICATION. Q.C. ON CENTER ENCLOSED BLDG, INTERNAL PRESSURE COEFFICIENT M-19 A MINIMUM OF (3) FILLED CELLS SHALL BE LOCATED AT MS-3 ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION BLW. BELOW OHGD OVERHEAD GARAGE (GCpi)=+/-0,18 RC-16 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND SLABS INDIVIDUALLY CONCENTRATED LOADS ON TYPICAL WALLS. RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM BM BEAM DOOR NET JOIST UPLIFT SHALLOW FOUNDATIONS CORE DRILLING WILL NOT BE PERMITTED. SUBMIT LOCATION AND SIZE A-446 WITH A MINIMUM YIELD STRENGTH OF 50 ksi FOR SJ AND CJ B.O. BOTTOM OF OPG. OPENING 40 PSF. ZONE 3 OF SLEEVES THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO M-20 PROVIDE (3) FILLED CELLS AT ALL CORNERS AND ENDS OF WALLS. STYLE STUDS AND 33 ksi FOR CR RUNNERS. (U.S.G. OR EQUIVALENT). BOT. BOTTOM OSB ORIENTED STRAND BOARD 34 PSF. ZONE 2 SF-1 PREPARATION OF SUBGRADE SHALL BE IN STRICT ACCORDANCE CASTING CONCRETE. BRG. BEARING 24 PSF. ZONE 1 WITH INSTRUCTIONS OUTLINED IN THE GEOTECHNICAL REPORT M-21 LAP ALL BOND BEAMS WHERE STEPPED 2'-0'. MS-4 FASTENING OF COMPONENTS SHALL BE WITH SELF DRILLING SCREWS C.J. CONTROL JOINT P.D.F. POWER DRIVEN FASTENERS 15 PSF. ZONE 1'' FROM UNIVERSAL ENGINEERING SERVICES, LIES PROJECT No. RC-17 NO REINFORCING BARS SHALL BE CUT TO ACCOMMODATE THE OF SUFFICIENT, NUMBER AND SPACING TO DEVELOP THE FULL DESIGN CLR. CLEAR 0830.190061, REPORT No. 1677966, DATED MAY 22, 2019. INSTALLATION OF ANCHORS, EMBEDS OR OTHER ITEMS. M-22 ALL DOWELS FROM THE FOUNDATION SHALL MATCH SIZE & LOCATION CAPACITY OF THE CONNECTED MEMBERS IN ACCORDANCE WITH THE CMU CONCRETE MASONRY UNIT P.E.M.T. PRE-ENGINEERED METAL D-4 SEISMIC: ZONE 0 OF THE VERTICAL REINFORCING IN MASONRY, UNLESS NOTED MANUFACTURER'S RECOMMENDATIONS. WIRE TYING OF COMPONENTS TRUSSES SF-2 SOIL BELOW NEW FOOTERS SHALL BE CLEAN COMPACTED SAND IN RC-18 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS AND ADDENDA DIFFERENTLY. EXTEND DOWEL A MIN. OF 48 BAR DIAMETERS FROM THE SHALL NOT BE PERMITTED. COL. COLUMN P.E.W.T. PRE-ENGINEERED WOOD D 5 ALLOWABLE SOIL BEARING PRESSURE 2500 PSF ACCORDANCE WITH FBC. 1818.2 AND THE RECOMMENDATIONS OF THE IN CONJUNCTION WITH REVIEWED SHOP DRAWINGS FOR PLACEMENT OF FOUNDATION. CONC. CONCRETE TRUSSES PROJECT SPECIFICATIONS. REINFORCING. MS-5 PROVIDE HORIZONTAL STRAP BRIDGING 1j"x20 GAUGE AT 48" O.C., CONN. CONNECTION PL PLATE D-6 WIND CODE - ASCE 7-16 M-23 EXPANSION BOLTS SHALL BE "HILTI KWIK BOLT TZ2" SUPPLEMENTED BY SOLID BRIDGING AT 8'-0" O.C. MINIMUM AND AS CONT. CONTINUOUS PSF POUNDS PER SQUARE SF-3 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS RC-19 AT CHANGES IN DIRECTION OF CONCRETE WALLS, BEAMS & STRIP OR APPROVED EQUAL MINIMUM EMBEDMENT SHALL BE 4Y4" FOR X4" RECOMMENDED BY THE MANUFACTURER. CVR. COVER FOOT D-7 COMPONENTS AND CLADDING WIND PRESSURES UNLESS OTHERWISE SHOWN ON PLANS. MAXIMUM MISPLACEMENT OR FOOTINGS, PROVIDE CORNER BARS OF SAME SIZE AND QUANTITY " " " DIA. DIAMETER DIA. 4 FOR � DIA3X� .. AND FOR � DIA. INSTALLED IN PSI POUNDS PER SQUARE FOR ASD PRESSURES MULTIPLY TABLE VALUES BY 0.6 ECCENTRICITY-2'. TOLERANCE FOR MISLOCATION OF COLUMN DOWELS U.O.N. AS HORIZONTAL STEEL REFER TO TYPICAL DETAIL MS-6 SUBMIT METAL STUD AND METAL TRUSS SHOP DRAWINGS & DTL DETAIL ( ) ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. DO NOT CUT INCH OR ANCHOR BOLTS TO BE PER ACI OR AISC STANDARDS. EXISTING REINFORCING TO INSTALL. CALCULATIONS SIGNED AND SEALED BY AN ENGINEERED REGISTERED IN DWG. DRAWING P.T. PRESSURE TREATED c RC-20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE PRIOR TO THE STATE OF FLORIDA.(CONNECTIONS AND STUD GAGES SHOWN TO EA. EACH SF-4 HORIZONTAL JOINTS IN FOOTINGS WLL NOT BE PERMITTED. CONCRETE PLACEMENT. M-24 ADHESIVE ANCHORS SHALL BE "HILTI HIT-HY 270" OR APPROVED BE VERIFIED BY SPECIALTY ENGINEER) E.J. EXPANSION JOINT QTY. QUANTITY EQUAL. MINIMUM EMBEDMENT SHALL BE 6)(4" FOR -Y; DIA., 5' FOR %" EL. ELEVATION REINF. REINFORCEMENT O3 33 SF-5 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN CONTINUOUS RC-21 EXPANSION BOLTS SMALL BE "HILTI KWIK BOLT TZ2" DIA., 4Y" FOR 7 " DIA., Wr FOR %" DIA. INSTALLED IN ACCORDANCE EMBED EMBEDMENT REQ'D REQUIRED O FOOTINGS. PROVIDE A MINIMUM CONTINUOUS 2' x 4" KEY WAY OR APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE 4-" FOR X4" WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING FIELD VERIFY CONDITIONS ' EXP. EXPOSURE OR EXPANSION RMD ROOF METAL DECK 4'-0" E7 - - ACROSS JOINT FOR EACH 12" OF DEPTH. DIA., 4' FOR W DIA. AND 3W FOR )r DIA. INSTALLED IN REINFORCING TO INSTALL FV-1 CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS RELATIVE TO FF FINISHED FLOOR ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. . DO NOT CUT SPF SPRUCE PINE FIR - - - SF-6 CONTRACTOR TO NOTIFY ARCHITECT IF SOIL CONDITIONS ARE EXISTING REINFORCING TO INSTALLM-25 THREADED ANCHORS SHALL BE ASTM A36 OR A307 QUALITY. ALL CMU THE SAME. WHERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD FFE. FINISHED FLOOR STL STEEL f I UNCOVERED THAT PREVENT THE REQUIRED SOIL BEARING PRESSURE CELLS TO RECEIVE ANCHORS SHALL BE GROUTED SOLLD. NOTIFY CONDITIONS AND DATA PRESENTED IN THE DRAWINGS, SUCH ELEVATION STRUCT. STRUCTURAL I I FROM BEING OBTAINED. RC-22 DOWEL BAR SPLICERS SHALL BE A COMPLETE ASSEMBLY, INCLUDING ENGINEER PRIOR TO SUBSITUTION OF ANY BOLTS INDICATED IN THE CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND FG FINISHED GRADE 1 2 _ COUPLER, FROM ATTACHMENT (WSUBMIT. SUBSTITUTE HEN REQUIRED) AND THREADED BAR DRAWINGS. THE NECESSARY ADJUSTMENTS SHALL BE MADE PER THEIR fm MASONRY COMPRESSIVE OIO (DO SF 7 COORDINATE PLUMBING LINES WITH FOOTING LOCATIONS FOR SUP SOUTHERN YELLOW CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ACCORDANCE INSTRUCTIONS. STRENGTH PINE INTERFACE. INDIVIDUAL FOOTINGS SHOULD BE LOWERED WITH THE WITH ACI 318 SECTION 12.14.3. M-26 USE OF POWER ACTUATATED FASTNERS NOT ALLOWED IN MASONRY FND. FOUNDATION 12'-0" 12'-0' I PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. CONTINUOUS WALL FV-2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE SHOP DRAWINGS FRM FRAMING T.O. TOP OF TOP AND BOTTOM T.O. L - - J IF I FOOTINGS SHOULD BE STEPPED AS DETAILED ON DRAWINGS. RC-23 HEADED STUD ANCHORS SHALL BE ASTM A 108, GRADE S, 1010 M-27 ALL HORIZONTAL REINFORCING ABOVE AND BELOW OPENINGS IN BEFORE SUBMITTING THEM TO THE ENGINEER, OTHERWISE THEY WILL FTG. FOOTING THROUGH 1020 AS MANUFACTURED BY NELSON STUD OR APPROVED CONCRETE BLOCK WALLS SHALL EXTEND 22' MINIMUM BEYOND EACH BE REJECTED. GA GAUGE TOF TOP OF FOOTING • L - Q - SF-8 EXCAVATING UNDER OR NEAR IN -PLACE FOOTINGS/FOUNDATIONS EQUIVALENT. STUD WELDING SHALL CONFORM TO AWS DO JAMB. G.C. GENERAL CONTRACTOR TOS TOP OF SLAB 2 WHICH DISTURBS THE COMPACTED SOIL BENEATH THE "STRUCTURAL WELDING CODE." FV-3 IF THERE ARE ANY DISCREPANCIES THE STRICTER SHALL GOVERN. H.C.A. HEADED CONCRETE TS TUBE STEEL OAL FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. " ANCHOR U 0 N UNLECSS 0TUI7DUISE 3 3O RC-24 ADHESIVE ANCHORS SHALL BE "HILTI HIT-HY 200 OR APPROVED 4• SF-9 REINFORCING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, EQUAL MINIMUM EMBEDMENT SHALL BE 6W FOR -' DIA,, 5" FOR 9" �i DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN DIA., 404" FOR V DIA., %* FOR V DIA. INSTALLED IN ACCORDANCE IN PLACE PRIOR TO POURING CONCRETE. USE TEMPLATES FOR SETTING WITH MANUFACTURER'S RECOMMENDATIONS. DO NOT CUT EXISTING COLUMN DOWELS AND ANCHOR BOLTS. REINFORCING TO INSTALL. ROOF PRESSURES IN PSF SF-10 STEPS IN WALL FOOTING SHALL NOT EXCEED A SLOPE OF (1) RC-25 PLACE CONCRETE PER ACI 304. USE INTERNAL MECHANICAL MULTIPLY BY 0.6 FOR ASID PRESSURES VERTICAL TO (2) HORIZONTAL. VIBRATION FOR ALL CONCRETE. LIMIT MAXIMUM FREE FALL DROP OF INTERIOR PERIMETER CORNER TRIBUTARY AREA 1 2 3 area - 20 SF ....._. 388 173 57 173 ....... -89 fl 173 -121.3 173 2D SF < area <- 50 SF -38 8 16 6 -63 0 16 6 -83._ .............. 16.6 109 9 16.8 - 50 SF < area <- 100 SF 38.8 57:2 75.7 94.7 16.6 16.6 16.6 16.6 100 SF < area 38.8 -52.7 70 0 -83.3 16.6 16_6x 16.6 16.6 8'-0' WALL PRESSURES IN PSF MIII _nPI Y RY nE`w FCW ARn PPFfi..gIIPFC INTERIOR END TRIBUTARY AREA area <= 20 SF ............_ `.1.:............._ ...............:.::............... 38.2 382 20 SF < area <= 50 SF 9 7 47.6 354 384 50 SF < area <= 100 SF -37 4 .. .. -43 1 34.2 34.2 100 SF < area ...... -357 .................................... -39 7 32.4 32 4 GENERAL NOTES G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO FABRICATION AND START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. G-2 THE MASONRY WALLS ARE NOT DESIGNED TO WITHSTAND TEMPORARY CONSTRUCTION ROADS. IT IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO MAINTAIN WALL STABILITY DURING THE CONSTRUCTION PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE DURING CONSTRUCTION. G-4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER. G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS. G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS SHOWN. G-7 IF SPECIFIC INFORMATION IS MISSING OR IF THERE ARE ANY DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS, :.RCHITECTURAL DRAWINGS, STRUCTURAL DETAILS, STRUCTURAL NOTES, THE PROJECT SPECIFICATIONS, OR APPLICABLE CODES THE CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. G-8 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE PERMITTED. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND FOR COMPLETENESS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT FOR REVIEW. NONCOMPLIANCE WITH THIS REQUIREMENT WILL RESULT IN REJECTION OF SUBMITTAL. CONCRETE TO 6'-0" FOR #57 AGGREGATE AND 8'-0' FOR #8 SF-11 CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION AGGREGATE. ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF Q SEGREGATION OF CONCRETE DURING PLACEMENT. DAMAGING THE EXISTING STRUCTURE. RC-26 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE SHALL CONFORM TO SF-12 ALL BACKFILL COMPACTION WORK ADJACENT TO RETAINING WALLS, ACI 318, SECTION 6.3. FOUNDATION WALLS ETC. SHALL USE LIGHT DUTY HAND OPERATED TAMPERS WITHIN 3'-O" DISTANCE FROM THE WALL RC-27 SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL SF-13 AT EXTERIOR CMU FOUNDATION WALLS, WHEN THE HEIGHT BETWEEN CONSTRUCTION JOINTS. 1 • STRUCTURAL STEEL S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC "STEEL CONSTRUCTION MANUAL", 15TH EDITION AND THE AISC 360-1.6 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' S-2 STEEL DESIGNATIONS: WIDE FLANGES - ASTM A992 Fy=50k.s.i ALL OTHER HOT -ROLLED SHAPES AND PLATES - ASTM A36 Fy=36k.s. i PIPE COLUMNS - ASTM A53, GRADE B Fy=35k.s.i STRUCTURAL TUBING - ASTM 1085, Fy=50k.s.i S-3 ALL HIGH -STRENGTH BOLTS SHALL MEET THE REQUIREMENTS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." S-4 UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4" DIAMETER HORIZ. HORIZONTAL ... NnTGn SPECIALITY ENGINEERING REQUIREMENTS: SE-1 ALL GUARDRAILS, HANDRAILS OR MISC. STEEL, FOR EXAMPLE SHIPS LADDER SHALL BE DESIGNED BY THE FABRICATORS SPECIALITY ENGINEER. THIS INCLUDES MISCELLANEOUS SUPPORTS AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER. SE-2 ALL LIGHT GAUGE FRAMING SHALL BE DESIGNED BY A SPECIALITY ENGINEER AND SHALL INCLUDE FRAME, COVERING, AND CONNECTIONS. SHOP DRAWINGS SHALL BE , SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. SE-3 ALUMINUM CANOPIES SHALL BE DESIGNED BY THE FABRICATORS SPECIALITY ENGINEER AND SHALL INCLUDE FOUNDATIONS, COLUMNS, FRAMES, DECKING AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND SEALED BY A TOP OF SLAB AND FINISH GRADE IS GREATER THAN 3 -0 FOR A A-325 AND SHALL BE BEARING TYPE CONNECIIONS. IF A CERTAIN LENGTH OF 6'-0" OR MORE, CONTRACTOR SHALL PROVIDE TEMPORARY RC-28 PROVIDE (2) #5 BARS WITH 2'-0' PROJECTION ON ALL SIDES OF ALL SITUATION IS NOT DETAILED USE A SIMIALAR DETAIL CONNECTIONS STRUCTURAL ENGINEER REGISTERED IN THE SAME STATE AS THE RRAC[NA OF WA[ I unlTil 14 nAYS MINIMUM AFTFR RI AR 14 INRTAI I Fn- OPENINGS OR RE-ENTRANT CORNERS IN CONCRETE SHALL GENERALLY FOLLOW THE TYPES SHOWN IN AISC MANUAL OF PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REINFORCED CONCRETE RC-1 ALL CONCRETE DESIGN PLACEMENT SHALL BE IN STRICT ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 318-14. RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 150) 3000 psi. TYP COMPRESSIVE STRENGTH AT 28 DAYS (U.O.N.). 4000 psi. FOR TILT -UP WALLS SLUMP: FOOTINGS 4" COLUMNS 4' +/- 1" SLABS 4' +/- 1" TIE BMS & TIE COL'S 4' +/- 1" WATER: POTABLE CHLORIDE: NONE RC-3 PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE REQUIREMENTS OF ASTM C33. RC-4 FLYASH WHEN USED, SHALL BE LIMITED TO 20% OF THE CEMENTITIOUS MATERIAL. RC-5 ALL PUMPED CONCRETE WITH #57 AGGREGATE IS TO CONTAIN A HIGH RANGE WATER REDUCING AGENT. MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. RC-6 A 2" I.D. DISCHARGE MAY BE USED WITH #8 AGGREGATE. USE PLASTICIZER ADMIXTURE IF NECESSARY TO INCREASE SLUMPS BEYOND THAT NOTED ABOVE. RC-7 CHAMFER ALL EDGES OF EXPOSED CONCRETE X4" UNLESS NOTED OTHERWISE. RC-5 ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND INSTALLED IN ACCORDANCE WITH ACI 318-14 AND ACI DETAILING MANUAL, ACI 315. RC-9 REINFORCING STEEL SHALL BE NEW DEFORMED BARS THAT ARE FREE FROM RUST, SCALE AND OIL AND CONFORM TO ASTM A615, GRADE 60, WITH MINIMUM YIELD STRENGTH = 60,000psi. WHERE WELDING REQUIRED ASTM A706, GRADE 60 RC-1U ALL SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC AS SHOWN IN THE DRAWINGS. RC-11 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. RC-12 LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. TOP STEEL AT MID SPAN UNLESS OTHERWISE SPECIFIED. MIN. LENGTH OF LAPPED SPLICES SHALL BE AS FOLLOWS UNLESS NOTED. STAGGER SPLICES SO THAT NO TWO ADJACENT BARS ARE SPLICED IN THE SAME LOCATION UNLESS SHOWN OTHERWISE. WELDED WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT THE SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. MAKE ALL BARS CONTINUOUS AROUND CORNERS OF PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. BAR SIZE: SPLICE SIZE: #3 16" #4 22" #5 27" #6 35" RC-13 TERMINATE ALL DISCONTINUOUS TOP BARS WITH STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) UNLESS NOTED OTHERWISE. AM SONRY M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 ME M-12 M-13 M-14 M-15 MASONRY CONSTRUCTION SHALL CONFORM "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES" (TM'S 402/602-16) EXCEPT AS AMENDED BELOW. CONTRACTOR SHALL OBTAIN COPY OF MASONRY CODE AND SPECIFICATIONS FOR REFERENCE AT THE JOBSITE. STRUCTURE HAS BEEN DESIGNED AS A BEARING WALL STRUCTURE. ALL MASONRY UNITS SHALL BE LAID PRIOR TO CONCRETE PLACEMENT OF COLUMNS, BEAMS AND SLABS FOR THE SAME STORY. USE TYPE "S' MORTAR WITH MINIMUM COMPRESSIVE STRENGTH OF 1800psi. IN ACCORDANCE WITH ASTM C270 MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900psi ON NET SECTION TO PROVIDE NET AREA COMPRESSIVE STRENGTH OF MASONRY (F'm) OF 1500psi., LAID IN RUNNING BOND. PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN ADDITION, PROVIDE FILLED CELLS W/ (1) #6 MIN. VERTICAL ADJACENT TO ALL OPENINGS, AND AT ANCHORAGE OF CONNECTIONS. PROVIDE FULL MORTAR BEDDING AROUND ALL FILLED CELLS WITH VERTICAL REINFORCING. REINFORCING FOR FILLED CELLS SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE THE FOLLOWING LAP SPLICES FOR REINFORCING. BAR SIZE: SPLICE SIZE: #4 24" #5 30" #6 36" ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST TWO (2) HOURS PRIOR TO POURING BEAMS AND LINTELS. REINFORCING WALL WITH LADDER TYPE REINFORCEMENT ('DUR-O-WALL" OR EQUAL) IN BED JOINTS AT 16' O.C. FOR RUNNING BOND MEASURED VERTICALLY. LAP SPLICE ALL HORIZONTAL WALL REINFORCING 6', PROVIDE PREFABRICATED "TEE" OR CORNER SECTIONS AT ALL INTERSECTING WALLS. UTILIZE LOW LIFT GROUTING TECHNIQUE FOR CONSTRUCTION OF ALL MASONRY WALLS. PROVIDE CLEAN -OUT HOLES AT BASE OF FILLED CELLS WHEN THE CONCRETE POUR EXCEEDS 5 FEET IN HEIGHT. CONCRETE FOR FILLED CELLS SHALL BE VIBRATED DURING PLACEMENT USING A "PENCIL" TYPE VIBRATOR. THE TYPICAL LINTELS OVER OPENINGS IN THE WALL SHALL HAVE (2) #5 BARS FOR 2 COURSES ABOVE OPENING FILLED SOLID UNLESS NOTED OTHERWISE PROVIDE THE FOLLOWING LINTELS OVER ALL MASONRY WALL OPENINGS. -PROVIDE MINIMUM END BEARING OF 8". CUT OUT BOTTOM OF LINTEL AT END TO ALLOW CONTINUATION OF FILLED CELL REINFORCING. PROVIDE (1) 15 CONTINUOUS HORIZONTAL IN KNOCK -OUT BLOCK BELOW ALL WINDOW SILLS, UNLESS NOTED OTHERWISE. PROVIDE VERTICAL REINFORCEMENT IN 3000psi GROUT FILLED CMU' CELL FROM FOOTING TO BEAM AT TOP OF WALL AS FOLLOWS: (1) #6 VERTICAL AT 2'-0" O.C. 2 #5 HORIZONTAL BAR AT 8'-0' O.C. HORIZONTAL JOINT REINFORCEMENT 16" O.C. STEEL CONSTRUCTION. S-5 USE MIN. 3/4' A-325F BOLTS WITH CLASS A CONTACT SURFACE FOR SUP CRITICAL CONNECTIONS AS DESIGNATED ON PLANS BY A-325 S.C. S-6 ALL BOLTS CAST IN CONCRETE SHALL BE ASTM F1554 - GRADE 36 S-7 ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1-04 "STRUCTURAL WELDING CODE -STEEL' AND PROOF OF WELDER CERTIFCATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. S-8 ALL WELDS ARE TO CONFORM TO RISC STANDARDS AND LOAD TABLES. USE E70XX ELECTRODES FOR ALL WELDING UNLESS NOTED OTHERWISE GRIND SMOOTH ALL EXPOSED WELDS, S-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. CLEARLY SHOW ALL PIECE MARKS, CONNECTIONS AND ERECTION DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT DRAWINGS ARE TO BE CLEARLY NOTED FOR APPROVAL. S-10 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS CURED AT LEAST 72 HOURS. USE APPROPRIATE WELDING PROCESSES TO LIMIT HEAT BUILDUP IN EMBED TO AVOID PLATE EXPANSION AND CRACKING OF CONCRETE S-11 WELDED CONNECTIONS SHALL DEVELOP THE FULL SHEAR AND/OR MOMENT CAPACITY OF THE MEMBERS CONNECTED. AS PER AISC S-12 ALL BOLTED STEEL CONNECTIONS ARE TO BE STANDARD AISC BOLTED CONNECTIONS AS PER THE AISC MANUAL AND SHALL BE CAPABLE OF SUPPORTING MAXIMUM ALLOWABLE UNIFORM BEAM LOADS, AS DETERMINED FROM THE TABLES OF UNIFROM LOAD CONSTANTS OF THE AISC MANUAL ALL BOLTS SHALL BE STRENGTH ASTM A325. ROOF METAL DECK RD-1 PROVIDE WIDE RIB PAINTED, METAL DECK WITH THE FOLLOWING MINIMUM PROPERTIES: 1 1/2" MIN. DEPTH 22 GAUGE Ip MIN. = 0.155 INr In MIN. = 0.183 IN 4 �FT Sp MIN. = 0.186 IN /FT Sn MIN. = 0.193 IN /FT Fy 33 ksi RD-2 PROVIDE A 36/5 WELDING PATTERN WITH W DIA. PUDDLE WELDS AND (5) SIDELAP FASTENERS (#10 TEK SCREWS) PER SPAN. PROVIDE PUDDLE WELDS AT 6' O.C. ALONG EDGES. RD-3 METAL DECK SHALL BE CONTINUOUS FOR A MINIMUM OF THREE SPANS. RD-4 ALL ROOF OPENINGS GREATER THAN 12"X12" SHALL BE FRAMED WITH STEEL ANGLES COORDINATE WITH ROOF PLAN SEE DETAIL: REQUIREMENTS OF THE BUILDING CODE (SEE GENERAL NOTES FOR APPLICABLE BUILDING CODE). H.S. HEADED STUD IN INCH(ES) INT. INTERIOR VERT. VERTICAL J.B. JOIST BEARING W/ W/C NTH WATER CEMENT J.G. JOIST GIRDER yyyyF WELDED WIRE FABRIC JST. JOIST JT. JOINT L ANGLE MAX. MAXIMUM M/C MOISTURE CONTENT M.C.J. MASONRY CONTROL JOINT MFR. MANUFACTURER MIN. MINIMUM SPECIAL INSPECTION SI-1 THE CONTRACTOR OR OWNER SHALL EMPLOY A QUALIFIED INDEPENDENT INSPECTION AGENCY. THIS AGENCY (REFERRED TO AS INSPECTOR HEREIN) SHALL BE RESPONSIBLE FOR VERIFYING THAT PROJECT STRUCTURAL WORK IS ACCOMPLISHED IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. SI-2 DURATION AND FREQUENCY OF JOB VISITS SHALL BE SUFFICIENT FOR THE INSPECTOR TO STATE AT THE COMPLETION OF THE PROJECT THAT THE STRUCTURAL WORK IS ACCOMPLISHED, AND ITS RELATED ELEMENTS HAVE BEEN ERECTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SPECIFIC SYSTEMS TO BE INSPECTED INCLUDE: CONCRETE (FOUNDATION, COLUMNS & BEAMS) CONCRETE (SLAB ON GRADE) MASONRY STRUCTURAL STEEL' (INCLUDING BAR JOISTS AND JOIST GIRDERS) METAL DECK LIGHT GAUGE FRAMING SI-3 THE FOREGOING LIST IS NOT INTENDED TO BE ALL INCLUSIVE. THE INSPECTOR SHALL USE HIS PROFESSIONAL JUDGMENT AND HIS KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTORS' PERFORMANCE TO DECIDE WHICH ADDITIONAL STRUCTURAL SYSTEM OR ITEMS MAY REQUIRE ATTENTION. SI-4 THE INSPECTOR DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR STATUTORY OBLIGATIONS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT DOCUMENTS. THE INSPECTOR WILL NOT REPLACE THE QUALITY CONTROL PERSONNEL OF THE CONTRACTOR. SI-5 ALL INSPECTION REPORTS SHALL BE FORWARD BY THE INSPECTOR TO THE ENGINEER AND ARCHITECT OF RECORD. SUBMITTALS SB-1 CONCRETE MIX DESIGNS SB-2 REBAR PLACEMENT SHOP DRAWINGS WITH FOUNDATIONS, BEAMS AND WALLS SB-3 SHOP DRAWINGS FOR STEEL STRUCTURE (STEEL JOIST, BEAMS, ETC.) SB-4 CALCULATIONS AND SHOP DRAWINGS FOR ALL EXTERIOR LIGHT GAUGE FRAMING SB-5 CALCULATIONS AND SHOP DRAWINGS FOR ALUMINUM CANOPIES iff ��=7 BOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 EB 5026 BEC PROJECT No. 2022.050 W a Associates, Inc. AA26001933 Architecture • Planning Interior Design 1.4125 N' W. 30th Ave. Suite 303 Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.coni H, MA rT�f'. �� �'••� G E N S'•.yF ��i No.54831 *: Z* S : LU 000• STATE OF 0 ki ft ,,�I�►W *% O R -.�• �• , i a I Revisions: -1 I U Z 0� �M �00 (� Q Z o 00C 30LL UQ �acn >M W LIB N 0 a Job Number: 22008.01 File name: Issued Date: 07-25-22 Drawn by: G K Checked by: WM 11 SHEET NAME 1 STRUCTURAL NOTES SHEET NUMBER s-o.01 I COLUMN AND FTG. I SEE FOUNDATION COAT STEEL W/ ASPHALTIC WALL AND FTG. COLUMN AND FOOTING PLAN TYPETCOL SIZE VT REBAR IN CMU CELL FILLED i I COATING BELOW GRADE (TYP.) W/ 3000psi CONC. AS REWD. HORIZONTAL JOINT REINFORCEMENT AT 16' SEE COL SECTIONS AND IN PLANS OR STRUCT. NOTES O.C. AS PER STRUCTURAL NOTES AND PLANS FOR COL TYPE, SIZE DETAIL 7 S-21 TYP.. U.O.N. AND REINF. ;w .E'. ffi 3' MIN. CONC. COVER FOR SEE PLAN AND FTG. BASE PLATE & COL BELOW SCHEDULE FOR SIZE, r DOWELS TO MATCH VT. i I GRADE DOWELS TO MATCH VT. DEPTH AND REINF. � as REINF. SIZE AND QTY. FUTURE INTERIOR SLAB BY RE b. IN FTGS. ° REINF. SIZE AND QTY. (TYP.) BASE PLATE AND ANCHOR (TYP-) OTHERS Q LAP WWF 30*BOLT SEE FTG. SCHEDULE el v■ a I 4 ------------------ --- - „ i----------- I v� �-- ----- -- U fits ma Mom-=C =° X X x----------- I I . $ :rl j 2E o ; —J L----------- I L------------ ---- �I'�{ °a 2 C ��; �� Z I a U �11C f9 ` 1�9d p e O SEE PLAN AND FTG. `` ! 1 :I 2 TIES .g: 17�" NON-SHRINK a�': I j SCHEDULE FOR SIZE, DEPTH r'I O 3000 PSI GROUT AND REINF. REQ'D. IN FTGS 6' HOOK INTO FOOTING— 1 ; �a;,' a- > ' gg E� SEE PLAN AND FTG. SCHEDU FOR SEE PLAN AND FTG.23 °.. c SCHEDULE FOR SIZE DEPTH �. �SIZE DEPTH AND REINF. REQ D. > � AND REINF. REQ'D. IN FTGS. 3'CLR. 30CLR. 30CLR. SIZE COV. (TYP.) SIZE COV. (TYP.) 00 SIZE COV. (TYP.) TYPICAL DETAILS TYPE I FOOTING TYPICAL DETAILS TYPE II FOOTING TYPICAL DETAILS TYPE III FOOTING TYPE "IV" FOOTING DETAIL 3/4"=1'-0" 2 3/4"=1'-O" 3 3/4"=1'-0" 3/4"=1'-0" RE: S-1.1 RE: S-1.1 RE: S-1.1 4 RE: S-1.1 CONT. c INSERT M BAR DIA. TYP. TYP. F (2)#5x5'-O' CORNER EA. SI[ BARS 30" IN EACH WAY. TYPICAL AT INTERSECTIONS NOTE: FOR BEAM CORNERS AT ENDS OF WALLS (FOR EXAMPLE IN THE VERTICAL PLANE) HOOK BEAM REINF. DOWN INTO CONC. COL OR FILLED CELLS IN SIMILAR MANNER AS IN HORIZONTAL PLANE a a Q 4 LINTEL BEAM I" CORNER BARS 30' IAY. 5 TYP. WALL INTERSECTION DETAIL 3/4"=1'-O" RE: S-1.1 8"xW POUR IN PLACE SILT. W/ (1) #5 CONT. EXPANSION JOINT FUTURE. INTERIOR SLAB BY OTHERS NEW EXTERIOR SLAB BY OTHERS k 4-F ---- ------------ a L-- SEE PLAN AND FTG. SCHEDULE-\ FOR SIZE, DEPTH AND REINF. REQ'D. IN FIGS. 8' HOOK INTO FOOTING — WITHOUT INTERIOR SLAB 9 SLAB DETAIL AT DOORS 3/4"=1'-0" RE: S-1.1 CONT. BACKER ROD AND SEALANT BOTH SIDES - 3/8' JOINT TYP. CONTROL BLOCK UNIT NOTE: 1) "MCJ."=MASONRY CONTROL JOINT 2) PROVIDE A DUMMY JOINT AT TIE BEAMS IN LINE W/ MCJ. 6 M.C.J. DETAIL 3/4"=1'-0" RE: S-1.1 49" OR 29C SEE ARCH. DWGS. WALL AND FTG. I 3000 PSI CONCRETE WALL W/ f4 AT 12 HORIZ AND 14 AT 16- O.C. VERTICAL ADJACENT GRADE OF I f FUTURE INTERIOR SLAB BY EXTERIOR SIDEWALK SEE OTHERS CIVIL DWGS. I ,>. 7, a r• I .> I. , I I -----------------�&4. I "�------------ �-- I a .� c 3'CLR SIZE COV. (TYP.) 10 PEDESTAL SUPPORT DETAIL - TYP. 3/4"=1'-O" RE: S-1.1 8' CMU, W/ HORIZONTAL JOINT NF.(TYP.) LADDER OR TRUSS TYPE., S-O.L (TRUSS TYPE SHOWN FOR 4PHICAL PURPOSES ONLY.) 6' MIN SPLICE D CELL:- SEE PLANS PREFAB CORNER OR OVERLAP & TIE 7 JOINT REINF. AT CORNERS 7 TYP. HORIZONTAL REINF. 3/4"=1'-0" RE: S-1.1 T afion Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 NW 30th Ave. Suite 303 Miami Lakes, Fl. 33016 T, 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com ���� P,M Hr MA r51 ,!#* ��i go* G E N S'aa�F,'��i ?* J No. 54831 * : 70 W STATE 0 o Revisions: TYP. FILL CELL W/ (1) 06 a EXTEND HORIZ. CMU JT REINF. EA. SIDE OF STEP 6" INTO P.I.P. CONC. COL. & BEND DOWN (TYP. P.I.P. CONC. II O M COL) CONTINUE CMU HORIZ. JT REINF. THRU MASONRY COLUMNS 0 li II •• J I II co '' W N o W HORIZ. JT. REINF. AT ; • �I J p 16" O.C. FOR RUNNING BOND W O W d SIZE AND NUMBER TO 1 3 Z N MATCH CONT. FTG. REINF. 1 MATCH 0 FOOTING DEPTH 2'-0" MIN Y-0" 1 MAX. FOOTING STEP = 2'-O" SEE FOUNDATION PLAN FOR LOCATIONS 8 STEP FOOTING DETAIL 3/4"=1'-0" RE: S-1.1 BOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 EB 5023 BEC PROJECT No. 2022.050 U W 0 a Job Number: 22008.01 File name: Issued Date: 07-25-22 Drawn by: G K Checked by: WM I I SHEET NAME 11 FOUNDATION DETAILS SHEET NUMBER S-2.1 1B." SEE PLAN ROOF METAL DECK SEE STRUCTURAL NOTES (TYP. MISC. STL CONN.) BEAM: SEE PLAN MIN. BRG. TYP. ON STEEL N8 (TYP. JST CONK. U.O.N.) z- UPLIFT BRIDGING PER SJI. JOIST SEE PLAN - L2x2xy BOTT. CHORD BRACING AT EA. JOIST. DO NOT WELD KICKERS UNTIL ALL DEAD LOADS HAVE BEEN APPLIED TO RM JOIST TO STEEL BEAM SECTION 3/4"=1 "-0" RE: S-1.1 BEAM PLATE PLATE STUD STUD MARK HEIGHT "H' DxL QTY W8-W14 P-1 14' '7x6" 6 W16-W18 P-2 18' Y4'x6" 8 W21-W24 P-3 24' '7x6" 10 T.O. BEAM SEE PLAN CONC. COLUMN SEE PLAN f TYP. MISC. e STL CONN. U.O.N.) PROVIDE SLOTTED HOLES IN BEAM AT CONNECTION VIDE FLANGE BEAM SEE PLAN COLUMN SEE PLAN New CAP PLATE Jf (TYP. U.O.N.) TYP. STABILIZER PLATE DO NOT WELD TO JOIST COLUMN SEE PLAN —� (TYP. MISC. STL CONN.) T.O. BERM SEE PLAN WIDE FLANGE BEAM SEE PLAN BOLTED CONNECTIONS W/ A325 BOLTS MIN., AS PER AISC MANUAL, SHALL BE CAPABLE OF SUPPORTING MAXIMUM ALLOWABLE UNIFORM LOAD OF BEAM. 2 TYPICAL SHEAR CONNECTION 3/4"=V-0" RE: S-1.1 2" ADDITIONAL WEB MEMBERS - BOLTED CONNECTIONS W/ A325 BOLTS MIN., AS OR ANGLE TO BE SIZED BY PER AISC MANUAL, SHALL BE CAPABLE OF JOIST MANUFACTURER IF SUPPORTING MAXIMUM ALLOWABLE UNIFORM REQUIRED SEE 7/S-3.1 LOAD OF BEAM. PLATE 1/2'x8'x'H' SEE SCHED ABV. TYPICAL BEAM TO CMU SECTION 3/4"=1 '-O" RE: S-1.1 3 8" STIFFENER NS�k_l COLUMN SEE PLAN HSS6x3xY PLATEx BEAM WIDTH x 12" LONG (TYP. U.O.N.) T.O. BEAM FIELD VERIFY NEW STEEL BEAM SEE PLAN 9 STUB UP COLUMN DETAIL 3/4"=1'-0" RE: 2/S-3.2 ROOF TOP MECHANICAL UNIT "RTU" SIZE do LOC. OF OPG. VARY COORD.W/ MECH. L4x4x1/4 JOIST: SEE PLAN 6 TYP. ROOF OPENING 3/4"=1'-0" RE: S-1.1 B-1 AT T/ WALL SEE S-2.2 FOR DETAIL VARIES T.O. WALL (TYP. MISC. STL CONN.)e ` '4� �° �• ;off � ° ma`s .4' 5' MIN. BRG. (TYP. FOR K-SERIES JOISTS ON CMU) T.O. PARAPET (SEE ARCH) mk TA. PARAPET (SEE ARCH) L3x3xY xCONT. B-3= SINGLE KNOCK OUT' i B-3= SINGLE KNOCK OUT- I UNTEL 'KOL" W/ I UNTEL 'KOL" W/ I (2)#5xCONT. TYP. 0 µ L3x3xY xCONT. (TYPICAL DECK EDGE (2)#5xCONT. TYP. 0 T/CMU. U.O.N. ANGLE U.Q.N.) T/CMU. U.O.N. TYP. MISC. e STL CONN.) CONN. U.O.N.) ifs 2" i7 • TO JST.ECK L U.O.N.) B-1 CONC. BEAM SEE ROOF METAL DECK SEE I )f8 S-2.2 FOR DETAIL �. STRUCTURAL NOTES --- ------------------------------ OL JOIST BEARING JOIST BEARING 'J.B." SEE PLAN 'J.B." SEE PLAN � s PLATE 3/8'x5'x8" W/ (2 PLATE 1/4"x4"x6' W/ s J6• 5/8'0 ANCHORS i (2) )f DIA. x4' LONG H.C.A. I AT 24" O.C. z ° i 3 I ° I HORIZONTAL BRIDGING IN I - UPLIFT BRIDGING PER SJI. 4" ACCORDANCE W/ S.J.I. SEE B-1 CONC. BEAM SEE I _ JOIST: SEE PLAN' i PLANS S-2.2 FOR DETAIL I I L3x3xY7x10e W/ (2) 9'O I JOIST SEE PLAN HORIZONTAL JOINT REINFORCEMENT AT 16' TYPE EXPANSION A.B. G.C. do O.C. AS PER STRUCTURAL NOTES AND MASON SHALL COORD. TYPICAL VERTICAL WALL PLACEMENT OF FILLED CELLS REINFORCEMENT SEE PLAN do DETAIL 7/5-2.1 (TYP. U.O.N.) REQUIRED FOR ANCHORAGE STRUCTURAL NOTES 3 TYP. JOIST TO CMU SECTION BRIDGING ANCHORAGE AT SIDE WALL 3/4"=1'-0" 4 3/4"=1'-0" RE: S-1.1 RE: S-1.1 ATTACH RTU TO CURB PER MANUFACTURER RECOMMENDATIONS ROOF CURB: ATTACH TO STEEL ANGLE SUPPORTS W/ 0.157' dia POWER DRIVEN FASTENERS "PDF' AT 16' O.C. MAX. JOIST MANUFACTURER TO COORDINATE W/ MECHANICAL DRAWINGS FOR LOCATION OF EQUIPMENT AND DESIGN JOIST ACCORDINGLY FOR THESE ADDITIONAL LOADS " HSS6x3xY AT TOP OF WALL PLNt'xWx10' W/ (2) N' DIA.x6' LONG 10 STEEL CONNECTION TO MASONRY WALL 3/4"=1'-0" RE: S-1.1 ADDITIONAL WEB MEMBERS OR ANGLE TO BE SIZED BY JOIST MANUFACTURER IF REQUIRED BY THEM. P (TYP. MISC. STL CONN.) 7 POINT LOAD SUPPORT DETAIL 3/4"=V-0" RE: "6"/S-3.1 BOLTED CONNECTIONS, AS PER AISC MANUAL, SHALL BE CAPABLE OF SUPPORTING MAXIMUM ALLOWABLE UNIFORM LOAD OF BEAM. BEAM SEE PLAN ' STIFFENER PLATE T.O. BEAM SEE PLAN WIDE FLANGE BEAM SEE PLAN , WIDE FLANGE BEAM SEE PLAN STANDARD ANGLE FRAMING CONN. USE ANGLES U.O.N. W/ -Y; DIA. A325 BOLTS w 8 TYP. BEAM TO BEAM CONNECTION 3/4"=V-0" RE: S-1.1 BOWEN ENGINEERING CORPORATION 1 528 VASSAR STREET ORLANDO, FL 32804 EB 5026 BEC PROJECT No. 2022.050 es Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 NW 80th Ave. Suite 303 Miami Lakes, Fl, 3 016 T. 786-235-9097 F, 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com No. 54831 0, �7000 �`W� O i STATE i • ��,, �•••� o ` • lip .#"fil, , Revisions: a Z0 i2 0 W W Z HJ w `` 0 Q W X W W W o = � a 0 Wm .3 w W �J OW 0 �a 0 Z TOM Z 0 �J g0o � W V Qz0 0� �0u. V Q L5av� OC a = >0 _ > > IL IL 0 ad W N W N 0 a .lob Number: 22008.01 File name: Issued Date: 07-25-22 Drawn by: G K Checked by: WM II SHEET NAME (� ROOF FRAMING DETAILS W1 C Y" CAP PLATE / 24'-8" T.O. WALL My HSS6x3xV AT TOP OF WALL ---III I f B-1 CONCRETE BEAM AT HSS6x3xy4 TOP OF WALL SEE 5-2.2 POSTI FOR DETAIL II� INFILL BEHIND METAL STUDS I I" EXTERIOP. GRADE PLYWOOD AT 16' O.C. BY SPECIALITY I I SHEATHING W/ #10-16 SCREWS AT ENGINEER SUBMIT S&S I HI I 6" O.C. CALCULATION & SHOP DRAWINGS FOR REVIEW. L4x4xy TOP AND BTM M 10'•-0" Nir B.O. BEAM B-4 CONCRETE BEAM ABOVE — OPENING SEE S-2.2 FOR DETAIL — B--1 CONCRETE BEAM AT ROOF SEE 5-2.2 FOR DETAIL W-0" JST. BRG. PROVIDE (3) 'ILLED CELLS W/ I I (1) 06 AT EMBED LOCATIONS. I COORD. W/ CANOPY MANUFACTURER ALUMINUM CANOPY FRAMING AND CONNECTION TO STRUCTURE BY SPECIALITY ENGINEER SUBMIT S&S SHOP DRAWINGS FOR REVIEW 10 B-1 CONCRETE BEAM AT - ROOF SEE S-2.2 FOR DETAL 23'-2" T.O. FRAMING 9' EXTERIOR GRADE PL SHEATHING W/ 110-16 SCREWS AT 6" O.C. MTL STUDS AT 16" O.C. BY —� SPECIALITY ENGINEER SUBMIT S&S CALCULATION do SHOP DRAWINGS FOR REVIEW. 4 VARIES T.O. JOIST B-1 CONCRETE BEAM AT -- ROOF SEE S-2.2 FOR DETAIL CONNECTION OF METAL STUDS TO STRUCTURE BY SPECIALITY ENGINEER Ak 10'-0" B.O. BEAM B-4 CONCRETE BEAM ABOVE — OPENING SEE S-2.2 FOR DETAIL 1 6 HSS6x3xY AT TOP or WALL Y" CAP PLATE / HSS6xV4 POST INFILL BEYOND METAL STUDS AT 16" O.C. BY SPECIAUTY ENGINEER SUBMIT S&S CALCULATION do SHOP DRAWINGS FOR REVIEW. 0 06 VARIES T.O. WALL INFILL METAL STUDS AT O.C. (NOT SHOWN FOR CLARITY) BY SPECIALITY ENGINEER SUBMIT S&S CALCULATION do SHOP DRAWINGS FOR REVIEW. (TYP. MISC. STL CONN.) >-To- JOIST DESIGN (ADD'L LOADS) WHnd= +/-0.5k ASO WIND PRESSURE NEW HSS6x3xY LSH AT TOP OF WALL NEW HSS6x3xY COLUMN NEW STEEL JOIST PLAN L2x2xV X-BRACING (1) BAYS MIN. BEYOND NEW COLUMN SEE PLAN L4x4xV TOP AND BTM CANOPY SECTION CANOPY SECTION PARAPET RETURN SECTION 1 /2"-1'-O" 1 /2"-1'-O 3 1 /2"-1'-O" RE: S-1.1 2 RE: S-1.1 RE: S-1.1 BOWEN ENGINEERING CORPORATION 1528 VASSAR STREET ORLANDO, FL 32804 EB 5026 BEC PROJECT No. 2022.050 F Tec ""ha n3 Associates, Inc. \ AA26001933 Architecture • Planning • Interior Design 14125 NA, 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfoCdtiarchitect.cor www.dtiarchitect.com %`,M H, MCI T 9'i 41 E IV 04 No. 54831 " O�Z STATE OF --O R11j: ••, I/ II Revisions: I I 0 Z 01 AM 2 J �o 2W }a QZ0 0 OC SOIL C�Q 2X°'N a0a U W N W N 0� a Job Number: 22008.01 Fite name: Issued Date: 07-25-22 Drawn by: G K Checked by: WM 11 SHEET NAME 11 ROOF FRAMING DETAILS SHEET NUMBER S-3.2 NOTE: CONTRACTOR MUST REVIEW THE OWNER WORK LETTERS AND PROTOTYPE DRAWINGS PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL REQUIREMENTS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH THE OWNER WORK LETTERS AND PROTOTYPE DRAWINGS. THE INTENT OF THE WORK S SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEDAED TO HAVE WIDE SUCH STUDY AND DWMNATKNN PROVIDED IN WRITING TO THE ENGINEER/ARCHITECT ANY DISCREPANCIES. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID DUE TO THE FAILURE TO ALLOW FOR COORDINATION. CONTRACTOR TO PROVIDE THE TENANT WITH ALL REQUIRED MEANS. SCOPE OF WORK • NSUUAKNN OF ROOF CURBS FOR GRAY SHELL ONLY. PROVIDE CN' FOR CURBS. TE-DOWN SHALL BE MMY-AIDE MPROIFD. FUTURE HWAC EQUIPMENT AND DUCPMORK TO BE PRDMED UNDER SOMTE PEW. MECHANICAL PLAN SCALE: 1 /8" = 1'-0" I�IB 61iA///// , No. 441 b �jT T Or , 4 0NAL °t1%1111111111111.1```` J U L 2 2 2022 BUCHANAN RE CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W, ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Phi 954-590-3300 Foxl 954-590-2232 Emit, BUCHANAN@MEPENGINEERS,C❑M CERTIFICATE OF AUTH❑RIZATI❑N # 8842 ❑RAJA BUCHANAN P,E # 48916 DessignTech Inter'natio'nal Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com wmv. dti architect. com Carlos Pizarro, R.A. AR - 0013079 Revisions: zp M v � LU -� �j w LU LU IA U. o w w Q� w 0 = �® a LU j w �J ® LU o Z ZUj �- en o � 01 Cl r I 1 • 1 r 0 a. 0 .,, CL Uj I SHEET NAME MECHANICAL PLAN SHEET NUMBER M- 111111111 1 If HN.A.C. GENERAL NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O20 FLORIDA BUILDING CODE, NFPA 101-2018, NFPA 1-2018, & NFPA 70-2017. 1.ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY THE OWNER AND/OR ARCHITECT MUST BE CONDITION OF THE CONTRACT. SUBMIT SHOP DRAWINGS ON ALL EQUIPMENT, FOR REVIEW PRIOR TO PURCHASING. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHARGES WILL BE ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER/ARCHITECT. 3. THE CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE WITH EXISTING CONDITIONS. PRIOR TO INSTALLING EQUIPMENT AND/OR FABRICATING DUCTWORK, A.C. CONTRACTOR SHALL CHECK THAT THERE IS SUFFICIENT CLEARANCES FOR EQUIPMENT, DUCTWORK, ETC. AND ALSO TO AVOID ANY INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. 4. DRAWINGS ARE DIAGRAMMATIC ILLUSTRATIONS. DO NOT SCALE DRAWINGS FOR THE EXACT LOCATION OF EQUIPMENT. PIPING, DUCTWORK, ETC. THESE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING SYSTEM. 5. CONTRACTOR WILL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 6. INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST ASHRAE GUIDE. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 7. ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OD THE WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE NATIONAL, STATE, AND LOCAL CODES, RULES, AND ORDINANCES. 8. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD NOT LESS THAN 1 YEAR FROM THE DATE OF ACCEPTANCE, UNLESS OTHERWISE NOTED. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIRS OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED OR IS NOT OPERATING PROPERLY. 9. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 10. IF THERE ARE ANY CHANGES IN ENGINEER'S DRAWINGS, IN DESIGN OR IN EQUIPMENT, WITHOUT ENGINEER'S CONSENT, THE A.C. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITIES FOR THE PROJECT. 11. AS PER FBC-MECHANICAL 301.7, APPLIANCES REGULATED BY THIS CODE SHALL BE LISTED AND LABELED FOR THE APPLICATION IN WHICH THEY ARE INSTALLED AND USED, UNLESS OTHERWISE APPROVED IN ACCORDANCE WITH SECTION 104 OF THE FBC-BUILDING. 12. AS PER FBC-MECHANICAL 304.11, GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE AND ROOF HATCH OPENINGS ARE LOCATED WITHIN 10 FT. OF ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30" ABOVE THE FLOOR, ROOF OR GRADE BELOW. 13. AS PER FBC-MECHANICAL 306.5.1 SLOPED ROOFS. WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE INSTALLED ON A ROOF HAVING A SLOPE OF THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL OR GREATER AND HAVING AN EDGE MORE THAN 30" ABOVE GRADE AT SUCH EDGE A LEVEL PLATFORM SHALL BE PROVIDED ON EACH SIDE OF THE APPLIANCE TO WHICH ACCESS IS REQUIRED FOR SERVICE, REPAIR OR MAINTENANCE. THE PLATFORM SHALL BE NOT LESS THAN 30" IN ANY DIMENSION AND SHALL BE PROVIDED WITH GUARDS. THE GUARDS SHALL EXTEND NOT LESS THAN 42"ABOVE THE PATFORM, SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A 21" DIAMETER SPHERE AND SHALL COMPLY WITH THE LOADING REQUIREMENTS FOR QUARDS SPECIFIED IN THE FBC. 14. ROOF MOUNTED MECHANICAL UNITS SHALL BE MOUNTED ON CURBS RAISED A MINIMUM OF 8 INCHES (203 MM) ABOVE THE ROOF SURFACE, OR WHERE ROOFING MATERIALS EXTEND BENEATH THE UNIT, ON RAISED EQUIPMENT SUPPORTS PROVIDING A MINIMUM CLEARANCE HEIGHT IN ACCORDANCE WITH TABLE 1509.7. TABLE 1509.7 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS WIDTH OF MECHANICAL UNIT (INCHES) < 24 / 24 < 36 / 36 < 48 / 48 < 60 / > 60 SURFACES (INCHES) 14" 18" 24" 30" 48" 15. ROOF TOP A/C UNIT CURB SHALL BE MINIMUM 14 GAUGE (HURRICANE RATED CURB). 16. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND INFORM THE PROJECT ENGINEER AND ARCHITECT OF ANY DISCREPANCY BETWEEN THESE PLANS AND THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS BID TO CORRECT SUCH CONDITION AS DIRECTED. THE ENGINEER AND ARCHITECT ARE NOT RESPONSIBLE FOR ANY ADDITIONAL COSTS RESULTING FROM VERIFIABLE EXISTING CONDITIONS DISCOVERED AFTER CONTRACT HAS BEEN AWARDED. NOTE: CONTRACTOR TO VERIFY CURB DIMENSIONS PRIOR TO ORDERING CURB CAP. 4-1/2 X 5/16 SCREW 8" O.C. END SCREWS TO BE PLACED WITHIN 6" OF CORNER. CAP CURB (STEEL-16 GA.) CURB CAP ATTACHMENT DETAIL NTSC New Unit - 50FC06 Model - CC34524RI THIS DR.,Y RdGCONIAtr, PROPRIETARY ANDCONFIDENTIAL I REVISION INFOFsMATION AIJD IS PPOTECTED BY U o At4D IMEPNATIONAL LAW. UNAUTHOPEED REPRODUCTION CULL AURE JP USE OF THE APPROVED DRAOR RTHE Ii+IFOHt ATION THEREIN IS EXPRESSLY FORBIDDEN I.S ....G:R'IPTIDN DATE - ET EXCEPT ASAFEED TO It, WRTTIP�, B, PLENUM-3, FLORIDA,It.G �. HK .. CONFIDENTIAL AND PROPRIETARY ...._.. ..................... 37 16" ID . 1 4"TYP 133" 7 016 j - S/A INSULATED PANELS R/A ' �. 14„ SSA I 32 3 R/A 0 E , 3" I i 671" ID OOD NAILER i f �I I I i ...... ........... _.' 3„ BOTTOM FLANGE PLAN VIEW g 4011'I OD OD I 16 24" ' WEIGHT: 175 LBS SIDE VIEW FRONT VIEW APPROVED r DATE NOTES: OPTIONS: UNtE..S THER("tl E3PECIFlED ALL APEROVAL,. DATE r" DIMEWIONS SHOWN ARE Ild -; - - 1 . 16 GAUGE GALVANIZED STEEL 1. VARIOUS HEIGHTS INCHES[MILLIAAETER 5C / l '�- 1v11LUAA ERS A, E REFERENOo ONLY DR; 2. 1" X 4" WOOD NAILER 2. PITCHED ROOF --- --- of/s^i' UNLESS OTHERWISE. - 3. 1 /4" X 1 114" GASKETING 3. FULLY ASSEMBLED - WELDED SPECIFIED TOLERANCES Otd rHr.R: lircvrperirfc:rt -ANGLE r[x) ,"yx Gk^c 4. SHIPPED KID WITH ASSEMBLY HARDWARE 4. INSULATED CURB `M[ 0[=110['�� uPv THIRD ANE CC34524R 1 5. DUCT WORK MUST BE FIELD SUPPORTED 5. VIBRATION ISOLATION RAILS `y` ELEC EN_: 6. DUCT CHANNELS ARE REVERSIBLE ON 6. BURGLAR BARS AATEPJAL MECHENG EE NCu[ PITCHED CURBS. 7. POWER EXHAUST CURB . SCALE 134 SHEET I OF 1 OPTION 1. CONNECT PREFABRICATED RTU CURB DIRECTLY TO STEEL ANGLES / BAR JOIST W/ MIN. 3/8" DIAM. S.S. BOLTS W/ WASHERS THRU FLANGE OF CURB AND STEEL ANGLE / BAR JOIST BELOW AT ALL CORNERS AND BALANCE 0 12" O.C. MAX ALL 4 SIDES OPTION 2. WELD CURB TO STEEL ANGLES "FRAME" WITH 1/2" BEAD EVERY 6 INCHES. NEW 4 x 4 x 1/4" STEEL ANGLES (6'-0" O.C. MAX) FULLY WELDED TO EX. BAR JOISTS NOTE: CURB MUST BE INSULATED FROM INSIDE. CURB TO ROOF JOIST ATTACHMENT DETAIL NTSC MECHANICAL NOTES & DETAILS nCu No. 48916 °j�eTn atFttoceL�� JUL 2 2 2022 BUCHANAN RE CONSULTING INC, ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W: ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Phi 954-590-3300 FQxi 954-590-2232 Email, BUCHANAN@MEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑RAJA BUCHANAN P.E # 48916 I I Carlos Pizarro, R.A... AR - 0013079 11 Revisions: 11 Z a� 0 w® M W uj Z u. W N Z n W = a Q W �- 0 J J W z 0W0< Z V �' U) 0 W v/ Z � M 0 rQa �-� 000 Lu- �U QZ0 0 SOLL Q J Oa OC o. = J _ = (L �- a0 0a U W Lu N w N 0 rl SHEET NAME 11 MECHANICAL NOTES & DETAILS SHEET NUMBER M-2 1" CONDUIT W/ PULL STRING FOR FUTURE SIGN \ "000, 8WA CT CT DISCONNECT C MEIER SC MH: 18 SW MH: 12 1-1/2" CONDUIT W/ PULL STRING SC MH: 18 HH -44 TWO 2" CONDUIT W/ PULL STRING FOR PHONE AND CABLE TO SERVICE POINT TO BE DETERMINED IN FIELD. SCOPE OF WORK: SW MH: 12 PROVIDE NEW 800AMP SERVICE TO NEW SHELL BUILDING. PROVIDE CT CAN AND METER PROVIDE 80CAMP DISC. PROVIDE TWO 4" CONDUITS FROM TRANSFORMER LOCATION TO NEW SERVICE WITH WIRING AS SHOWN ON PLAN. PROVIDE CONDUITS AND HANDHOLES AS SHOWN ON THE PLAN FOR FUTURE LIGHTING. PROVIDE TWO 2" CONDUITS FOR PHONE AND CABLE FROM SERVICE POINT TO NW CORNER OF BUILDING PER PLAN. ELECTRICAL PLAN SCALE: 1 /8" = 1'-0" SW:: MH: 72 II e SW MH: 72 2 SETS OF 4#600MCM CU IN 4" CONDUIT EACH SET VERIFY TRANSFORMER LOCATION PRIOR TO INSTALLATION VERIFY TRANSFORMER LOCATION PRIOR TO INSTALLI TI N —1 SB MH: 18 I I Carlos Pizarro, R.A. II AR - 0013079 I I Revisions: I I a Z0 M w Q C� LU o 01-1 L WZ I011 _ o LU z U J Q w = p, W m o �0 -12 �J �a W 0 -- Z - w o U w Q.. Z 0 �a M Q Lu �v QZ0 0OC 30L-Lj V Q Ravi 0�a =� 0.0 ca W ul N " Job Number: 22008.01 File name: Issued Date: Drawn b Y ����.�y.I/IV Checked by: 40F 6 mac` SAL 'B°�uueuno���ca J U L 2 2 2022 BUCHANAN RE CONSULTING INC. ELECTRICAL MECHANICAL PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 SHEET NUMBER Ph, 954-590-3300 Fo.xi 954-590-2232 EMalb BUCHANAN@MEPENGINEERS.C❑M CERTIFICATE OF AUTH❑RIZATI❑N # 8842 E-1 ❑RAJA BUCHANAN P.E # 48916 GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C. 2014), FLORIDA BUILDING CODE 2017 AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE OWNER. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FOR THE PROPER EXECUTION OF THIS WORK. 5. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. 6. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. 7. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL BE RATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED OTHERWISE, SIZED PER N.E.C. 250-122. 8. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT.. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER & WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATELY TO THE ENGINEER OF RECORD. 9. ALL OUTDOOR DISCONNECTS AND ELECTRICAL PANELS TO BE NEMA-3R. ALL OUTDOOR DISCONNECTS AND ELECTRICAL PANELS IN A SALT SPRAY AREA TO BE NEMA-0. 10. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS AS INDICATED ON PANEL SCHEDULE. STENCIL PANEL DESIGNATION ON INSIDE OF PANEL. ALL TWO -POLE BREAKERS SHALL BE COMMON TRIP. PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS. CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS. PANELS AIC RATING SHALL BE AS INDICATED ON PLANS. 11. PROVIDE NAMEPLATES FOR ALL PANEL BOARDS, DISCONNECTS, TRANSFORMER, TERMINAL CABINETS AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS. 12. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING AND BEFORE INSTALLATION. 14. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WIND RESISTANCE. 15. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESS OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE ® 48" AFF. TO TOP OF SWITCH. 16. TIME CLOCK FOR LIGHTING CONTROL TO BE AN ASTRONOMICAL TIME CLOCK. 17. THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY AND OBTAIN, IN WRITING, THE AVAILABLE FAULT CURRENT OF THE UTILITY TRANSFORMER. THE CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL EQUIPMENT HAS AN AMP INTERRUPTING CAPACITY (AIC) GREATER THAN THE AVAILABLE FAULT CURRENT AT ANY POINT IN THE ELECTRICAL DISTRIBUTION SYSTEM. 18. WIRING METHOD: ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) OR MC CABLE & FLEXIBLE METAL CONDUIT (GREENFIELD) AS PER NEC 330-10, PROVIDED IT IS USED IN NON DESTRUCTIVE OR CORROSIVE SURROUNDINGS AS SPECIFIED IN NEC 2014 330-12. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE USED UNDERGROUND OR BELOW SLABS ON GRADE. 19. BRANCH -CIRCUIT WIRING, OTHER THAN 2-WIRE OR MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO LUMINAIRES CONNECTED TOGETHER, SHALL NOT BE PASSED THROUGH AN OUTLET BOX THAT IS AN INTEGRAL PART OF A LUMINAIRE UNLESS THE LUMINAIRE IS IDENTIFIED FOR THROUGH -WIRING. LUMINAIRES SHALL NOT BE USED AS A RACEWAY FOR CIRCUIT CONDUCTORS UNLESS LISTED AND MARKED FOR USE AS A RACEWAY. PROVIDE J-BOXES AS REQUIRED. 20. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENTS PENETRATING FIRE RATED ENVELOPES, SPACES, ECT. 21, ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WIRING FOR HVAC SYSTEM: A/C EQUIPMENT(S), SMOKE DETECTORS, THERMOSTATS, TEST STATIONS, MOTORIZED VOLUME DAMPERS, ETC. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. ELECTRICAL CONTRACTOR TO THOROUGHLY REVIEW MECHANICAL PLANS AND PROVIDE POWER TO ANY MECHANICAL EQUIPMENT OR DEVICE THAT IS NOT SHOWN ON ELECTRICAL PLANS BUT IS SHOWN ON MECHANICAL PLANS. 22. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER WITHIN 25 FT OF HVAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS HVAC EQUIPMENT IS SPECIFIED WITH FACTORY INSTALLED CONVENIENT RECEPTACLE) . 23. WHEN NEW ELECTRIC SERVICE IS BEING INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH FPL/FPL ENGINEERS ON THE SIZE OF THE FPL TRANSFORMER THAT IS REQUIRED TO PROVIDE THE NEW ELECTRIC SERVICE SHOWN ON ELECTRIC PLANS, GC HAS TO INFORM THE OWNER ABOUT ANY EXTRA FPL CHARGES THAT MIGHT OCCUR IN ORDER TO PULL NEW SERVICE. THIS HAS TO BE DONE AS EARLY AS POSSIBLE DURING THE BIDDING PROCESS. 24. ELECTRICAL SERVICE EQUIPMENT MUST BE 3' ABOVE MSL, AND 8' ABOVE N.V.G.D. VERIFY AT SITE. ALL ELECTRICAL EQUIPMENTS SHALL BE INSTALLED ABOVE FLOOD LEVEL. 25. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO THE FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. CONTRACTOR TO REPLACE ANY EXISTING DEVICE OR COMPONENT THAT IS CALLED AS EXISTING IF IT IS NOT FULLY OPERATIONAL. 26. WIRING METHODS IN ALL PATIENT CARE AREAS TO BE IN COMPLIANCE WITH REDUNDANT GROUNDING REQUIREMENTS OF NEC 2014 SECTION 517.13. 27. ALL DIMMING MECHANISMS HAVE TO BE COMPATIBLE WITH FIXTURE DIMMING REQUIREMENTS. CONTRACTOR MUST VERIFY ALL DIMMING MECHANISM AND FIXTURE DIMMING REQUIREMENTS BEFORE ANY ORDERING, INSTALLING, OR WIRING OF ANY DIMMING MECHANISMS AND FIXTURES. 28, ALL OUTDOOR RECEPTACLES TO BE GFCI & WEATHER PROOF, 29. CONTRACTOR MUST REVIEW THE OWNER WORK LETTERS AND PROTOTYPE DRAWINGS PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL REQUIREMENTS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH THE OWNER WORK LETTERS AND PROTOTYPE DRAWINGS. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION PROVIDED IN WRITING TO THE ENGINEER/ARCHITECT ANY DISCREPANCIES. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID DUE TO THE FAILURE TO ALLOW FOR COORDINATION. CONTRACTOR TO PROVIDE THE TENANT WITH ALL REQUIRED ITEMS. PER FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION: 405.6.3 VOLTAGE DROP, 405.6.3 THE CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS COMBINED SHALL BE SIZED FOR A MAXIMUM OF 5 PERCENT VOLTAGE DROP TOTAL. 405.6.4 COMPLETION REQUIREMENTS. 405.6.4.1 DRAWINGS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 405.6.4.2 MANUALS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. AIC CALCULATIONS AT 800A MAIN L '= LENGTH OF CIRCUIT TO FAULT IN FT = 100 FT I = AVAILABLE AIC AT CIRCUIT = 62,000 AMPS c = CONSTANT FROM TABLE = 28,033 n= NUMBER OF'\MRES PER PHASE 2 C = CONSTANT c * n 56,066 V = VOLTS 208 VOLTS F=1.732*L*ITC*V 0.921 M=11(1+F) = 0.521 AIC = I * M F 32,278 AMPS * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAT 100 FEET THEN THE AIC VALUES WILL BE LARGER_ CONTACT ENGINEER FOR NEW CALLS_ 2 SETS OF 4#600MCM CU IAI A" PAKIF)I NT I Arru crT RISER DIAGRAM SCALE: NTS TWO 10' LONG 5/8"0 CU. CLAD GROUND RODS 4`a`aot®��es1po�a®®rirrso U�l..ss ,, y\ N' No. 916 CI �\ L JUL 2 2 222 BUCHANAN RE CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Phi 954-590-3300 Faxi 954-590-2232 Emo,ili BUCHANAN@MEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑RAJA BUCHANAN RE # 48916 n t ernationdt, Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI.33016 T. 786-235-9097 F. 305-362-4420 Otiicifo@dtiarchitect.com www.dtiarchitect.com II Carlos Pizarro, R.A. II AR - 0013079 Revisions: I I Z 0 w WD M. V W� j LU H Z N w p LU W HV Q LU LU = a W m 0 0 V2 w Z 0 Z W IL - 0 0 W- - N r Z 040 aM Q 2', 000 LU V QZ0 0 �0LL vQ 0av� �a = � N�� _> a 0 06 0 W N W N 0 L n Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME II ELECTRICAL RISER DIAGRAM SHEET NUMBER E-2 Luminaire Schedule: ZEPHYR COMMONS - OUTPARCEL 4 ZEPHYRHILLS, FL 04/22/2022 Symbol Oty Label Arrangement Manufacturer Catalog Number Mounting LLF Luminaire Lumens Luminaire Watts Arrangement Watts 2 SA Single U.S. Architectural Lighting VLL-LED/PLED-IV-FT/40LED-1050mA/NW/***/1/HS-PLED POLE MOUNT A.F.G. 0.903 11665 128.2 128.2 2 S13 Single U.S. Architectural Lighting VLL-LED/PLED-IV-FT/40LED-525mA/NW/***/1/HS-PLED POLE MOUNT A.F.G. 0.903 6891 64.7 64.7 -- - 2 SC Single U.S. Architectural Lighting VLL-LED/PLED-III-M/40LED-350mA/NW/***/1/HS-PLED POLE MOUNT A.F.G. 0.903 4892 42.7 42.7 4 SW Single Lithonia Lighting WDGE2 LED P3 40K 80CR1 T4M WALL MOUNT A.F.F. (bottom of fixture) 0.855 3147 32.1375 32.138 Calculation Summary: ZEPHYR COMMONS - OUTPARCEL 4 ZEPHYRHILLS, FL 04/22/2022 Label Calc Type Units Avg Max Min Avg/Min Max/Min PARKING LOT Illuminance Fc 2.11 4.0 1.1 1.92 3.64 SPILL Illuminance Fc 0.11 0.2 0.0 N.A. N.A. PHOTOMETRIC DATA SCALE: 1 /8" = V-0" SOLID STATE AREA LIGHTING VALULUME SERIES -PLED SPEC I FICATIO N S OP1-I>''AL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <± .003" over 12") to facilitate thermal transfer of heat to housing and cooling fins. Solid barrier wall separates optical and electrical compartments. The optical and electrical compartments are integrated to create one assembly. Minimum wall thickness is .188". Ei..E£ 1 I,I!C' l.. tatl:,')IN w €N`I E ,.',I ATED A(?M- ---- Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a fiat surface on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments. The optical compartment and electrical compartment with the integrated support arm combine to create one assembly. Minimum wall thickness is .188", Cast and hinged driver assembly cover is integrated with wiring compartment cover. PLED'" OPIIC` Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a micro -reflector inside the refractor re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a Luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable in 90' increments. LED LEI<IV I-"( ) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40°F/-40'C. Driver(s) is/are UL and cUL recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/6OHz or 347V-48OV, 50,6OHz. (0 - 1OV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LEA EMI;TEI_S High output LED's are utilized with drive currents ranging from 350mA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140°F. Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400'F bake for maximum hardness and durability. PROJECT NAME: FIXTURE TYPE: TOP VIEW PATENT PENDING _ ... 15.25" 31.. ..............................._ ................... (387mm) (787mm) ouduuud O� 6„ (152mm) FRONT VIEW SIDE VIEW COUSMADE IN THE LISTED 2021354 660 West Avenue G Palmdale, CA 93551 U.S. ARCHITECTURAL U.S, Architectural Lighting Phone (661) 233-2000 Fax (661) 233-2001 www. usaltgcom 2 a o � C N CD t a CD E E w W Vto2' Flattened Pole Cap - Aluminum With Stainless Steel Screws (Tenon Option Available - See Mounting Designation) D Top Diameter Finish 01 = Satin Aluminum BA = Black Powder Coat BH = White Powder Coat BM = Dark Bronze Powder Coat BV = Dark Green Powder Coat GC = Gray Powder Coat ** = Specify Finish -f B Wall Thickness Tapered Aluminum Tube Alloy 6063-T6 Handhole 0 � C Butt Diameter T2@1 Ground Line W ire Access Slots - 1-3/4" x 6" 8000 O 3" to 6" WARNING: Satin Aluminum or Powder Coated Do not install light pole without luminaire. Finish per Customer Specification. .. f#t....<s'.lpi3�seb CUSTOMER NAME: PROJECT: LOCATION: NOTES: QUANTITY: Tenon Mount - Welded or Spun z For Tenon Mount applications specify both Tenon diameter (2.375", 2.875", 3.5", etc.) and length (3", 4", etc.). Tenon style is factory option. Welded Tenon. can be specified. Welded Tenon Spun Tenon EPA Notes: Effective Projected Area (EPA) in square feet. EPA''s calculated using wind velocity (mph) indicated in accordance with 2009 AASHTO LTS-5 using a 25 year design life. Maximum EPA is based on the luminaire weight shown. Increased luminaire weight may reduce the maximum EPA. If weight is exceeded, or if other design life or code is required, please consult the factory 26252 Hillman Highway Abingdon, VA 24210PEG:" 800.368.7171 www.hapco.com aggBqqp 11999�1g8p^@�P lggd�l9�l9�ggJJJJ/ NO. fi013 OF ,'• \kv ''//66/�`''''`J` J J l�p � L ✓�dee� �a a !!l /IIIP911411 i\ JUL 2 2 222 BUCHANAN RE CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Phi 954-590-3300 Fax, 954-590-2232 Ernalb BUCHANAN@MEPENGINEERS.C❑M CERTIFICATE OF AUTH❑RIZATI❑N # 8842 []RAJA BUCHANAN P,E # 46916 esignTec nternational Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com ww%v.dtiarchitect. corn I Carlos Pizarro, R.A. AR - 0013079 J I I Revisions: I I IP D Z0 wo M Q V 0 0 L0 W Z 0 J W N= ZV Q W D = r a 0 wm V OW J �a z Z > W U) V♦ Z 0 t- Q J LLJM 0 0 0 V �a�` QZJ = N (L 0 c a U W W N N n 0 n Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: 11 SHEET NAME 11 PHOTOMETRIC DATA SHEET NUMBER PH-2 rram, \2\.- — f4l 5 r �> AWB) (C) (C) (E) (F)(G PLUMBING PLAN SCALE: 1 /8" = 1'-0" I I Carlos Pizarro, R.A. I AR - 0013079 \\eeeou � i n u i r���foej e\ e\ Q. U C 4-89No.16 OF : �4?F ` G1a.,,' ,lD�N11 �A�1Eje, !UL 2 2 222 BUCHANAN RE CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING E N G/ N E E R i N G 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Phi 954--590-3300 Faxi 954-590-2232 Emoll: BUCHA A 'RMEPENCINEERS.COM CERTIFICATE OF AWKRIZATIDN # R_ I�2 []RAJA BUCHANAN ".E # 4P916 Revisions: IL T Z0 Q� Wa v LU - WZ WU0) . n o LU U Uj Q2 a w =a 0 a a W 0 W It 0(L LU o W CIO) Z T 00 M T a' ECG W M 01 QZC =�0� �a z U) a 0 IL >. 06 = a LU W N Uj N 0 a Job Number: 22008.01 File name: Issued Date: Drawn by: Checked by: SHEET NAME PLUMBfNG PLAN - I SHEE-h NUMBER P-1 GENERAL PLUMBING NOTES PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2020 PLUMBING TABLE 604.4) NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 50 FT. ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. RESTROOMS SHALL COMPLY WITH (F.B.C. 2020 BUILDING SECTION 13-412.1.ABC.2.5.2) ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, SHOWER VALVE TO COMPLY WITH (F.B.C. 2020 PLUMBING 424.3) STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2020 PLUMBING 607.4) THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. ALL INDIRECT WASTE PIPING THAT EXCEEDS 2 FT IN DEVELOPED LENGTH MEASURED ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A HORIZONTALLY, OR 4 FT IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. (F.B.C. FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY 2020 PLUMBING 802.2) OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND THE PROGRESS OF CONSTRUCTION. CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2020 PLUMBING 608.3) VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2020 PLUMBING 610.1) NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING PLUMBING PRIOR COMMENCING WORK. THE WATER SUPPLY CONNECTION TO CARBONATED BEVERAGE DISPENSERS SHALL BE PROVIDE A MINIMUMM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4" PITCH FOR LESS PROTECTED AGAINST BACKFLOW BY A DOUBLE CHECK VALVE WITH AN INTERMEDIATE THAN 3" PIPES. ATMOSPHERIC VENT CONFORMING TO ASSE 1022 OR BY AN AIR GAP. (F.B.C. 2020 PLUMBING 608.16.1) PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. WASTE OUTLET SERVING SHOWERS SHALL BE AT LEAST 1j INCHES IN DIAMETER AND, AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY FOR OTHER THAN WASTE IN BATH TUBS, SHALL HAVE REMOVABLE STRAINER NOT LESS THAN 3 INCHES IN DIAMETER WITH STRAINER OPENING NOT LESS THAN 0.25 INCH IN BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE MINIMUM DIMENSION. (F.B.C. 2020 PLUMBING 417.3) BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2 FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2020 PLUMBING 904.5) DISCHARGE FROM A COMMERCIAL DISHWASHING MACHINE SHALL BE THROUGH AN AIR GAP OR AIR BREAK INTO A STANDPIPE OR WASTE RECEPTOR. (F.B.C. 2020 PLUMBING PROVIDE 1/2" COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST 802.1.7) PLUMBING FIXTURE, WHERE APPLICABLE. HOT WATER PIPES OF SIZE <1-1/2" TO HAVE MINIMUM 1" INSULATION AND HOT WATER SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE PIPES OF SIZE >1-1/2" TO HAVE 1.5" INSULATION AS PER FLORIDA CONSERVATION OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2020 PLUMBING 606.2.3) CODE 2020 TABLE C403.2.8. A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED PROVIDE BACKFLOW PREVENTER FOR COFFEE AND TEA WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE. ACCESS SHALL BE BREWER, ICE WATER STATION, BAG IN BOX SYSTEM AND HOT FOOD UNIT. PROVIDED TO WATER HAMMER ARRESTORS. BENT STRAP 1-1/2" 3/16" OVER VERT. LESS OF ANGLES - BOTTOM CHORDS OF STEEL JOIST — STEEL J❑IST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP 08 0 8, b Ora ° o A _ 0°4 ° 00 o 0.8,°°° 8 ° °—p— INSERT NUT HANGER ROD CONCRETE INSERT STEEL BEAM PIPE SUPPORT DETAIL ,FOR SANITARY & WATER PIPING) PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED CONIC. MINIMUM 1" BLOCK WHEN C.O. IS NOT IN PAVED AREA if ,0",0 °J'O\ 1 0 0 ,p 1 0 0 0 0 0` 'o O ,o O ,o O ,0 p o\ O \ o\ , o' 0<,O0 o0\ypo 0 .10), '0_l,Oo oo` `O yoo O.yeO. Qio�, \spy)• Q1o�Q�iop Q io 0Qio O, \boy poyQ po. Q.O o'. Q. -- ------ o00t '000, 000,000, 0000 0000 000\000 \0 po\ 12%12" x8" LONG SWEEP. USE SHORT POURED CONC. SWEEP WHERE REQUIRES F-SAME SIZE AS BLOCK WHEN SEWER - MAX. i STAINLESS STEEL COVER CLEANOUT IS COMBINATION "Y" & SIZE 4" SCREWED TO THREADED NOT IN 1/8" BEND C.O. PLUG PAVED AREA FACE OF WALL EXTERIOR ELEVATION INTERIOR ELEVATION .TYPICAL CLEANOUT DETAILS WALL - TYPE N TS NOTE, HANGER SPACING SHALL CONFORM TO TABLE 308.5 (F.B.C. 2020 PLUMBING) HANGER r� LOCKING NUT SUPPORT NUT - �— ROD �� SUPPORT NUT HEAVY DUTY CLEVIS �— HEAVY DUTY CLEVIS HANGER HANGER PIPE . , .. , • VAPOR BARRIER INSULATION . . . . . 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT CLEVIS HANGER LEAST 8" LONG SINGLE HORIZ❑NTAL RUNS NO VAPOR BARRIER INSULATION CLEVIS HANGER SINGLE H❑RIZONTAL RUNS WITH VAPOR BARRIER INSULATION WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS REST ON TOP OF x /I �� /% BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD BEAM CLAMP —HANGER ROD. SIZE AS REG. N TS NOTE:_ VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING PLUMBING PRIOR TO COMMENCING WORK. MIN. SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 1 /8 8 OR LARGER 1/16 SHEET HEAD FLASHING MOP IN WITH ROOFING MATERIAL TURN LEAD PIPE 12' MIN Z ROOFING ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED NOTE: VENTS SHALL NOT BE LOCATED WITHIN 10 FEET OF ANY DOOR, WINDOW, OR VENT STACK EXHAUST OPENING. VENT THRU ROOF DETAIL NTS 6" (TYP) ° .•. 30" (MAX) ° e ON -SHRINK 3000 PSI CONCRETE WITH SMOOTH FINISH. 40 6" REINFORCING BAR. EPDXY DOWELLED 6" INTO SLAB AT 24" O.C. STAGGERED ON EACH SIDE OF TRENCH. MIL, WISQUEEN. ELL COMPACTED CLEAN FILL PROVIDE APPROVED TERMITE TREATMENT OF SOIL UNDER SLAB (TYP). HIP EDGE OF CUT SLAB PRIOR TO CONCRETE POUR, XISTING 4" CONCRETE SLAB: -- Slab Reaair Detail 2 2 I CW SEE CIVIL PLANS FOR CONTINUATION TO THE NEW BACKFLOW PREVENTER AND WATER METER. 2" CW LINE STUBBED UP & CAPPED FOR 2 FUTURE USE WATER ISOMETRIC SCALE: N.T.S. 4" SANITARY LINE STUBBED UP & CAPPED FOR FUTURE USE / CONNECT TO THE EXISTING SANITARY LINE, SEE CIVIL CO PLANS FOR CONTINUATION SANITARY ISOMETRIC SCALE: N.T.S. jr� e r U4 916 OF s`°d➢/Ifill n➢➢➢�" JUL 2 2 2022 BUCHANAN RE CONSULTING INC. ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Phi 954-590-3300 Faxi 954-590-2232 Erman BUCHANAN@MEPENGINEERS,C❑M CERTIFICATE OF AUTH❑RIZATI❑N # 8842 ❑RAJA BUCHANAN P,E # 48916 Carlos Pizarro, R.A. AR - 0013079 I I Revisions: I I I Z 0 LLI M W W Z `1 n o Uj a LU Q W I a W o F— ® J J W Z O Z W 0 IL Q I- LU I n Job Number: 22008.01 SHEET NAME PLUMBING NOTES & DETAILS SHEET NUMBER P-2' "LItlOtill�l iF➢EY9 J.I ilAlil 11 i .,',. i. t: i.lt -, �. .:i t 1 all'�s,.-�IiL i.il.�T¢.a.Ie"fi't➢1.. :�. will rli i i, l..l illail[ii 9ii;.L.�L i.$tl�a :➢ II tl F III I lilt .'�: :..-�il�Gii—eiiin.- III ii. .:- - -_ _Il. �i ff ;... . II IGil�IilifiYii6A� LW. _.�1lei� B:Wi�i .fYii �iriGY�'ISOW_YWi�hii �fliii lit IJ I I I-..i li➢1➢ull in ■. I�a.uA tn�l: .. i.. . x l � � � Ir i ... Ni,i I".i 16 � ,, �.i I. ... ._..I I.. I.:l i� I �i �Jfv 6ini.r �u,a..,. .d 1. .lii., ueae�l Ikea .ea., Tu�ID.i:ulW 011 aY _-i�eai. adiJiiiu-i.ifriJ�F�-...,.i6� eiii..�iu. a.,. .�: I,. a _.91.:.t�.� is uii enl�r n6�� uil,n. .o � a .e..�ulti- ®.t4®i - :'I' .eu�W�aul,eCrtaaNY Ais -..n I ,i... .0 ii :i Lva .� :... �LLeza],yi' .sii .��